A B C D E F G SCHEDULE OF FOOTING TIE BEAM

BEAM WIDTH DEPTH LOCATION RIGHT SUPPORT MIDSPAN RIGHT SUPPORT 10mm dia. STIRRUPS WEB BAR REMARKS
18.90M
DESIGNATION (cm) (cm) (2-LEGS)
2.15M 2.18M 4.34M 4.54M 3.55M 2.15M
4'' THK.CHB PARAPET WALL TOP 5 - 12 mm dia. 3 - 12 mm dia. 5 - 12 mm dia. 3 @ 50mm, 4 @ 100mm, 5 @ 150mm
FTB1 0.20 0.30 CONVENTIONAL
WITH CONCRETE COPING +
0.90M 16.60M BOTTOM 3 - 12 mm dia. 5 - 12 mm dia. 3 - 12 mm dia. REST @ 200mm.O.C BEAM
WATER PROOFING,
24 GA.G.I
GUTTER PARAPET WALL HEIGHT =

PROPERTY LINE
0.60M FROM TOP OF ROOFING
SCHEDULE OF FLOOR BEAM
SEE FASCIA FRAME DETAIL BEAM WIDTH DEPTH LOCATION RIGHT SUPPORT MIDSPAN RIGHT SUPPORT 10mm dia. STIRRUPS WEB BAR REMARKS

1.95M

CB
DESIGNATION (m) (m) (2-LEGS)

1.95M
0.90M
5 RB-1
RB-1 RB-1 RB-1 RB-1
5 FB1 0.20 0.40
TOP
BOTTOM
5 - 16 mm dia.
3 - 16 mm dia.
3 - 16 mm dia.
5 - 16 mm dia.
5 - 16 mm dia.
3 - 16 mm dia.
3 @ 50mm, 4 @ 100mm,
REST @ 150mm.O.C
CONVENTIONAL
BEAM
10mm Ø SAG RODS TOP 4 - 16 mm dia. 2- 16 mm dia. 4 - 16 mm dia. 3 @ 50mm, 4 @ 100mm,5@ 150mm, CONVENTIONAL
SEE FASCIA FRAME DETAIL FB2 0.20 0.35
BOTTOM 2 - 16 mm dia. 4 - 16 mm dia. 2 - 16 mm dia. REST @ 200mm.O.C BEAM

FIRE WALL
3.80M

3.80M
TOP 3 - 16 mm dia. 2- 16 mm dia. 3 - 16 mm dia. 3 @ 50mm, 4 @ 100mm,5@ 150mm, CONVENTIONAL

RB-1

RB-1
FB3 0.20 0.30

RB-1

RB-1
RAFTER - 1

RB-1
5.10M BOTTOM 2 - 16 mm dia. 3 - 16 mm dia. 2 - 16 mm dia. REST @ 200mm.O.C BEAM
TOP 3 - 12 mm dia. 3 - 12 mm dia. 3 - 12 mm dia. 3 @ 50mm, CONVENTIONAL
CB AND RCB 0.20 0.35
BOTTOM 2 - 12 mm dia. 2 - 12 mm dia. 2 - 12 mm dia. REST @ 100mm.O.C BEAM
4 3''Ø PVC DS
CB 4 TOP 3 - 12 mm dia. 3 - 12 mm dia. 3 - 12 mm dia. 3 @ 50mm, 4 @ 100mm,5@ 150mm, CONVENTIONAL
1.30M

1.30M
RB 0.20 0.30
SLOPE REST @ 200mm.O.C BEAM
BOTTOM 3 - 12 mm dia. 3 - 12 mm dia. 3 - 12 mm dia.
3 3

0.90M
RB-1 RB-1 RB-1 RB-1 RB-1
1.05M

COLUMN COLUMN COLUMN

RAFTER - 1

RAFTER - 1

RAFTER - 1

CB
LC L1 L2

RAFTER - 1
13.70M

13.70M
3/4 LC OR L1 / 4 L1 / 4 OR 3/4 LC L1 / 4 OR L2 / 4 L2 / 4 OR L1 / 4 SPLICE ZONE FOR L2 / 4
RB-1

(GREATER GOVERNS) (GREATER GOVERNS) (GREATER GOVERNS) GIRDER TOP BARS

RB-1
SPLICE LENGTH
5.50M

5.50M

40mm COVER
1.10M

(TYPICAL)
FIRE WALL

4.65M
TOP BARS SPLICE LENGTH
EQ. EQ.

RB-1

RB-1
RB-1 AT SUPPORT SEE TABLE CONTINUOUS
SLOPE
5.35M

WEB BARS
LC- PURLINS 2"x4" G.A 14 WITH L - 2''X2''X41'' THK TOP BARS AT
TOP BARS EQ. EQ.
16mm Ø TIE RODS CANTILEVER'S TOP BARS TOP BARS
ANGULAR CLEATS SPACED @ 600mm O.C AT MIDSPAN
RAFTER - 2

RAFTER - 2

WITH STANDARD TURNBUCKLE DISCONTINUOUS AT SUPPORT AT MIDSPAN

END

d
RB-1 RB-1 RB-1 RB-1
2 2

40mm COVER
0.90M
BOTTOM BARS

(TYPICAL)
BOTTOM BARS
AT SUPPORT 2d EQ. EQ. AT MIDSPAN EQ. EQ.
2d 2d
RAFTER - 3
RB-1
3.10M

3.10M
L1 / 6

3.50M
BOTTOM BARS
SLOPE

PROPERTY LINE
AT CANTILEVER'S
0.90M 12.60M SLOPE 0.90M DISCONTINUOUS
END L1 / 6

1 1 50mm MAX.
0.60M

SEE SCHEDULE HOOP REINFORCEMENT HOOP REINFORCEMENT

AT SUPPORT SEE SCHEDULE SEE SCHEDULE
HOOP REINFORCEMENT
4'' THK.CHB PARAPET WALL DISCONTINUOUS CONTINUOUS END CONTINUOUS END
DISCONTINUOUS END
CB
2.45M

WITH CONCRETE COPING + FREE END

WATER PROOFING, SEE FASCIA FRAME DETAIL NOTES:
PARAPET WALL HEIGHT = 1. AT INTERIOR SUPPORT (CONTINUOUS END) PROVIDE LARGER SIZE AND
0.60M FROM TOP OF ROOFING NUMBER OF TOP AND BOTTOM BARS FROM ADJACENT SPAN.
MID SPAN TOP BARS
2''X4''X41''
THK RECT TUBE STEEL 2. NO SPLICE SHALL BE ALLOWED 2d FROM THE FACE OF THE SUPPORT
4''X4''X41''
THK SQUARE TUBE RAFTER SPACE @ 0.6M O.C
STEEL POST AND BEAM (AQUA

6.50M
BOTHWAYS(AQUA EPOXY OR
PROPERTY LINE

EPOXY OR QUICK DRY RIGHT SUPPORT TOP BARS

QUICK DRY ENAMEL PAINT FINISH) EXTERIOR SPAN INTERIOR SPAN
ENAMEL PAINT FINISH)
L1 L2 L3
4.05M

B B L1/4 L2/4
L1/4 L2/4 L3/4

D
PROPERTY LINE
2 STOREY COMMERCIAL BUILDING

1 ROOF FRAMING PLAN L1/5

L1/5 L2/5 L2/5 L3/5 MIDDLE BARS
2.15M 2.18M 3.85M 0.49M
18.90M
4.54M 0.50M 3.05M 2.15M
S4 SCALE 1:100 MTS @ SUPPORT @ MID-SPAN ( AS SPECIFIED )
RIGHT SUPPORT BOTTOM BARS

TYPICAL CONVENTIONAL BEAM DETAIL MID SPAN BOTTOM BARS

A B C D' D E F' F G 10mmØ SAG ROD

C PURLINS 100mmX50mmX1
100mmX50mmX1.2mm THK W/ ANGULAR CLE
ATS 32mm X 32m
.2mm THK C PUR
LINS
R CLEA TS 32 mm X 32 mmX4mm THK ANGLE BAR mX4mm THK ANG
LE BAR
W/ ANGULA
6.35M 3.69M

LENGTH MAY VARIES

0.600M 0.600M 0.600M 0.600M 2 RAFTER 2 2 PCS - 2''X6''X 5mm TH
12.41M

S4 K C CHANNEL BAR
10mmØ SAG ROD
SCALE 1:50 MTS
0.300M

WELDED TOGETHER 2 PCS - 2''X6''X 5mm TH

SECTION
TO FORM I BEAM 3 RAFTER 1 WELDED TOGETHER
K C CHANNEL BAR
S4 SCALE 1:50 MTS TO FORM I BEAM
C PURLINS SECTION
1L - 1 21 ''X1 21 ''X4mm THK. ANGLE BAR 1''X1''4mm THK. ANGLE BAR 100mmX50mmX1.2mm THK 2 PCS - 2''X6''X 5mm TH
R
TOP CHORD AND BOTTOM CHORD FOR WEB MEMBER
GU LA R CL EATS 32 mm X 32mmX4mm THK ANGLE BA WELDED TOGETHER
K C CHANNEL BAR
W/ AN TO FORM I BEAM
TYPICAL FASCIA FRAME DETAIL 3.69M SECTION
SCALE 1:25 MTS
4 RAFTER 3
S4 SCALE 1:50 MTS

VALIDITY SEAL PROJECT TITLE: PROJECT OWNER: DESIGNED BY: REVISIONS THIS DRAWING IS ISSUED FOR: SHEET NO:

PRC NO: 56607 05 - 01- 2025 DRAWN BY: DATE REMARKS PERMIT PRESENTATION

DANILO R.PASICARAN
CIVIL ENGINEER
SEAD: 2017-56607-411-A 10.18.2017
PROPOSED APPROVED BY: CONSTRUCTION ADVANCE COPY S4
PTR: 1373500 01.06.2025
2 STOREY COMMERCIAL BUILDING PROJECT. NO: AS-BUILT ESTIMATE

CONSOLACION CEBU TIN: 142-810-294 LOCATION: AGUINALDO EXTENSION ,ILIGAN CITY,NORTHERN MINDANAO
ADDRESS:
DATE: BIDDING OWNER'S APPROVAL 04 4