0.

30
10mm Ø TIES SP. AT
3-50 , 5-100 REST AT
5 - 16mm.Ø HOR. BARS, TIED w/ 10mm.Ø SP.
@ 0.05,3 @ 0.10, 3 @ 0.15 REST @ 0.20 m.O.C. 200m 1 2 3 4 5 6 7
A. REINFORCED CONCRETE
1. THE QUALITY AND DESIGN OF ALL REINFORCED CONCRETE CONSTRUCTION

0.35
SHALL CONFORM WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED GB GB 2.50 1.50 2.00 1.50 2.00 2.50

CONCRETE (ACI=318.83) AND MANUAL OF STANDARD PRACTICE FOR

DETAILING REINFORCED CONCRETE STRUCTURES (ACI=315.80); E F1-C1 FTB F1-C1 FTB F1-C1 FTB F1-C1 FTB F1-C1 FTB F1-C1

1.50
FTB
FTB
2. ALL CONCRETE SHALL BE MACHINE MIXED AND MECHANICAL VIBRATOR SHALL

FTB
FTB
0.80

FTB
BE USED FOR COMPACTING CONCRETE;
BACKFILL BACKFILL FTB F1-C1 FTB

4.00
3. MINIMUM CLEAR CONCRETE COVERING FOR REINFORCING STEEL SHALL BE: FTB F1-C1 FTB

FTB
BEAMS AND COLUMNS = 40 mm, FORMED SURFACE BELOW GRADE FOR

FTB

3.50
FTB
16 mmØ BARS AND SMALLER = 50 mm FOR BARS LARGER THAN 16 mmØ NAT. GROUND LINE NAT. GROUND LINE
= 75 mm, CONCRETE POURED AGAINST EARTH = 75 mm; D F1-C1 FTB F1-C1

1.00
4. ALL REINFORCING STEEL ANCHOR BOLTS, DOWELS AND OTHER INSERTS

10.00
SHALL BE WELL SECURED IN POSITION BEFORE PLACING CONCRETE; C F1-C1 FTB F1-C1 FTB FTB F1-C1 10mm.Ø TEMP. BARS FTB F1-C1

1.00
@ 0.5 M SPACING O.C.

VERIFY
5. NO CONCRETING SHALL BE ALLOWED UNLESS ALL BAR PLACEMENTS HAVE F1-C1 FTB F1-C1

3.00
FTB
BEEN INSPECTED BY THE STRUCTURAL ENGINEER;

FTB
B. STRUCTURAL STEEL

FTB
4.00

FTB
0.35
1. ALL STRUCTURAL STEEL SECTIONS SHALL CONFORM TO THE REQUIREMENTS FTB FTB FTB F1-C1 FTB

OF ASTM A36, CERTIFIED MILL TESTS SHALL BE SUBMITTED BY THE

2.00
FTB

FTB
CONTRACTOR TO THE STRUCTURAL ENGINEER;

0.30
2. THE STEEL FABRICATOR SHALL SUBMIT SHOP DETAILS AND ERECTION
DRAWINGS FOR APPROVAL BY THE STRUCTURAL ENGINEER. THE DRAWINGS GRAVEL BED A F1-C1 FTB

4.00
F1-C1 FTB
4.00
F1-C1 FTB

4.00
F1-C1

SHALL SHOW CONNECTION DETAIL AND METHOD OF ERECTION TO BE 1.70

9 - 16mm.Ø BASE BARS 12.00
EMPLOYED, NO MATERIALS SHALL BE ORDERED NOR FABRICATION STARTED SP. @ 0.200 m. O.C. , B.W. "W"
UNTIL SUCH DRAWINGS ARE APPROVED BY THE STRUCTURAL ENGINEER;
0.30
3. ALL DIMENSIONS IN THE PLANS SHALL BE VERIFIED BY THE STEEL
FABRICATOR IN THE FIELD IN COORDINATION WITH THE GENERAL CONTRACTOR
8 - 16mm.Ø VERT. BARS
1 FOUNDATION PLAN
4. ALL BOLTS SHALL BE IN STRICT CONFORMITY TO THE REQUIREMENTS OF
ASTM A-307; S 2 SCALE 1 : 100 MTS.
5. ALL WELDING ELECTRODES SHALL CONFORM TO THE REQUIREMENTS OF
ASTM A-233;

0.30
1.70
"L"
C. REINFORCEMENT STEEL FOOTING SCHEDULE REINF. CONC. COLUMN
1. REINFORCEMENTS SHALL BE DEFORMED BARS CONFORMING TO ASTM - 322; C-2
FOOTING REBARS COLUMN MARK C-1 250 X 250
TO ASTM-615 (DEFORMATION); FOOTING
MARK REMARKS
TOP OF 400
2. MINIMUM LAP OF SPLICES UNLESS OTHERWISE SHOWN L W T BAR R1 BAR R2
a) FOR CONCRETE = 50 BAR DIAMETERS NOT LESS THAN 500 mm ROOF BEAM
PLAN MM. MM. MM.

250
b) FOR MASONRY = 40 BAR DIAMETERS TO

2 F1-C1 DETAIL F1 1250 1250 300 7 - 16Ø @ 200 O.C. 7 - 16Ø @ 200 O.C. ISOLATED FOOTING TOP OF
D. FOUNDATION S 2 SCALE 1 : 30 MTS. F2 1000 1000 300 4 - 16Ø @ 200 O.C. 4 - 16Ø @ 200 O.C. ISOLATED FOOTING FOUNDATION

1. ALL FOOTINGS SHALL REST ON NATURAL GROUND.

VERTICAL BARS 4 - 16 mmØ

E. MISCELLANEOUS 2 - SET 10 mmØ TIES

0.30
LATERAL TIES 4 @ 50, 3 @ 100,2 @ 150
1. ALL DISCREPANCY BETWEEN ARCHITECTURAL AND STRUCTURAL PLANS SHALL REST @ 200 mm., O.C.
10mm Ø TIES SP. AT
BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING WITH 3-50 , 3-100 REST AT SCHEDULE OF REINFORCED CONCRETE BEAM :
THE PORTION OF THE WORK INVOLVED. 200m
WEB
BEAM DIMENSIONS
AT SUPPORT AT MID - SPAN REINFORCEMENT
MARK ( mm. ) ( 10 mm. Ø )
Ø10 mm. HOR. BARS
@ EVERY 3 LAYERS
OF CHB 4 - 16mm.Ø 2 - 16mm.Ø 1 - SET 10mm.Ø TIES
Ø10 mm. VERT. BARS FTB -1 300 x 400 SP.@ 3 - 0.05 , 3 - 0.10,
SP. @ 0.80m.,O.C. 3 - 0.15 REST @ 0.20 m.
2 - 16mm.Ø 4 - 16mm.Ø
FFL
VERIFY

NAT. GROUND LINE

NGL 0.40 4 - 16mm.Ø 2 - 16mm.Ø 1 - SET 10mm.Ø TIES

0.40 MIN.

4"CHB WALL FTB-2 300 x 400 SP.@ 3 - 0.05 , 3 - 0.10,

1.00 3 - 0.15 REST @ 0.20 m.
6"CHB WALL 4 - 16mm.Ø VERT. BARS 2 - 16mm.Ø 4 - 16mm.Ø
0.60 MIN.

0.30
VERIFY

BACKFILL BACKFILL
300 MAX.
200 MIN.

2-10Ø BARS
LONGITUDINAL 6 - 16mm.Ø 2 - 16mm.Ø 1 - SET 10mm.Ø TIES
4 - 16mm.Ø VERT. BARS
0.30

1.00

10Ø @ 300 RB 300 x 400 SP.@ 3 - 0.05 , 3 - 0.10,

TRANSVERSE 2 - 16mm.Ø 3 - 0.15 REST @ 0.20 m.
0.30 ( MIN. ) 6 - 16mm.Ø
0.40 ( MAX. ) BARS
0.10 0.30

4 - 16mm.Ø BASE BARS

1.00
SP. @ 0.333 m. O.C. , B.W.

PROJECT TITLE / LOCATION : CHECKED BY: SHEET CONTENTS: SHEET NO.

CHRISTOPHER D. IDIA A S S H O W N
CAD DESIGNER S-2
5 7

LEBUEG, LAOAC, PANGASINAN INSTRUCTOR