20

2-16mm Ø Top Bar

10mm Ø Stirrup sp.

@ 5-10cm, 5-20cm
30 Rest @ 30cm O.C.

2-16mm Ø Bot. Bar

425
13
WEST MAIN CANAL
593 425 335 479 425 425 335 335
B-1 DETAIL
SCALE: 1:10m
6mm (41") THICK X 4' X 8' Hot Rolled

75mm x 75mm x 6
mm thick x 6.0m
i4 Steel Chequered Plate ASTM A36 BAR
ABS GRADE
wt= 140.03 kgs ( 140.03 kgs (308.71
ii
8 " x 8" x 8mm lbs)
Angle Bar
H-Beam Post As per
529 Contractors
B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1
Plan
See Stair Detail

LANDING
75mm x 75mm x 6
mm thick x 6.0m
Angle Bar

TRUSS 2

TRUSS 2
B-1

B-1

TRUSS 2
TRUSS 2

TRUSS 2

B-1
TRUSS 2
529
DN

UP
i i
B-1

B-1
B-1

B-1
ii ii iii ii ii iii
75mm x 75mm x 6
mm thick x 6.0m
Angle Bar

100mm x 50mm x
B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1
100mm x 50mm x
1.5mm thick x 75mm x 75mm x 6 iii 6"x6"x 8.0mm iii 150mm x 50mm x 1.2mm

thick H-Beam 1.5mm thick x Thick x 6.0m B.I. (Black Iron)

6.0m B.I. (Black mm thick x 6.0m Tubular Embedded in a 20cm
Angle Bar 6.0m B.I. (Black x 20cm x 30cm depth
iron) sp. equally
iron) sp. equally concrete pedestal (extended
as shown from column)
as shown WEST MAIN CANAL

WEST MAIN CANAL SECTION " 5 " (FLOORING)

SECTION " 5 " (FLOOR FRAMING) SCALE: 1:100m
SCALE: 1:100m

2 - 3" X 3" x 3.5mm THK. ANGLE BAR WELDED

TOGETHER (TOP & BOTTOM CHORD)

2" X 2.5mm THK. ANGLE BAR

(WEB MEMBERS)

20

45 45 45 45 45 45 45 45 45 45 45
499

TRUSS 2 DETAILS
SCALE: 1:40m

8 " x 8" x 8mm H-Beam Post

(Extended thru roof truss )
34
4mm thick wall cladding
See Truss Detail (mini rib type) w/ 0.5mm thick x 52mm x 32mm
4mm thick wall cladding
(2" x 2") metal studs framing sp. @ 40cm O.C
(mini rib type) w/ 0.5mm thick x 52mm x
32mm (2" x 2") metal studs framing sp. I-BEAM and as per the width of the wall cladding

@ 40cm O.C and as per the width of the 6mm (41") THICK X 4' X 8' Hot 150mm x 50mm x 1.2mm Thick x
4mm thick wall cladding
(mini rib type) w/ 0.5mm thick x 52mm x 32mm wall cladding Rolled Steel Chequered Plate 6.0m B.I. (Black Iron) Tubular with
(2" x 2") metal studs framing sp. @ 40cm O.C ASTM A36 BAR ABS GRADE 5cm THK. as Base Plate
and as per the width of the wall cladding 369 wt= 140.03 kgs ( 140.03 kgs 2 - 100mm x 50mm x 1.5 mm
Base of Truss Fully (308.71 lbs) 3 thick x 6.0m C-PURLINS sp.
150mm x 50mm x 1.2mm Thick x 6.0m B.I. (Black welded on the surface
Iron) Tubular with 6cm THK. Base Plate 150mm x 50mm x 1.2mm 100mm x 50mm x 1.5mm equally as shown

(As per Installed H-beam)

of the base plate in
contact Thick x 6.0m B.I. (Black thick x 6.0m B.I. (Black iron)
3
TRUSS Iron) Tubular with 5cm
THK. as Base Plate
sp. equally as shown

650
30

598
100mm x 50mm x
1.5mm thick x 6.0m B.I.
SEE TRUSS 2 DETAILS 1
3000 PSI R.C. Beam w/ 2"Ø x 8" (L) x 1" (C) with 2"
Fully welded on
4-16mm Ø Hor. Bar Sp. as Thread length L-Type Anchor
exposed 12 mm Ø Vert. 8 " x 8" x 8mm H-Beam Post
shon and 10mm Ø Stirrup Bolt (with nut and washer)
Dowel (Extended thru roof truss )
sp. @ 5-10cm, 5-20cm Rest 30
300 300 @ 30cm O.C. Dowel bar Fully Welded on the
1 75mm x 75mm x 6mm thick
2"Ø x 8" (L) x 1" (C) with 2" SEE COLUMN DETAILS 3
Thread length L-Type Anchor angle Bar located as shown
Bolt (with nut and washer) 2
10mm Ø Dowel Bar sp. @ 30cm
3000 PSI R.C. Beam w/ 4-16mm 20 O.C.
Ø Hor. Bar Sp. as shon and EL. 39.45M 1
10mm Ø Stirrup sp. @ 5-10cm, 50 WEST MAIN CANAL
REV APPROVED
DATE NATURE OF REVISION BY: CHECKED RECOM.
5-20cm Rest @ 30cm O.C. 30
SECTION ii-ii NO. NIA
SCALE: 1:100m
REPUBLIC OF THE PHILIPPINES
SEE TRUSS DETAIL 305
155
2" Ø G.I. PIPE
175
NATIONAL IRRIGATION ADMINISTRATION
REGION-09 REGIONAL CENTER, BALINTAWAK, PAGADIAN
CITY

133
PROVINCE OF ZAMBOANGA DEL SUR
EL. 36.40M
SALUG RIVER IRRIGATION SYSTEM
50
25cm x 20cm x 6mm thck
MAHAYAG, ZAMBOANGA DEL SUR
4-12mm Ø Vert. bar
base plate (Embedded in
(Dowel for base plate
connection) sp. as shown
concrete fully welded in 25
the corbel rebar as
94 100
MAHAYAG DAM (OGEE)
shown)
40 327
DRAFTING DESIGN
4-12mm Ø Hor. bar sp.
as shown

2-16mm Ø Bar bend as CADD: MARKGYVER ANGELO S. SERGAS DESIGNED: REY M. PINATACAN
shown 619 EL. 33.13M FLOW
3-10mm Ø Bar sp equally
as shown
REVIEWED: ERIC JOHN S. MORALES REVIEWED:

RECOMMENDING APPROVAL:
20 25 292

WEST MAIN CANAL

300
SECTION iii-iii 326
U/S APRON ELEV. = 30.51M
SCALE: 1:10m
D/S APRON ELEV. = 30.21M
JOEL G. JANIOLA ANTONIO B. GUJELING
ACTING DIVISION MANAGER, ZDS-IMO ACTING DIVISION MANAGER, EOD

APPROVED:
SECTION i4-i4
SCALE: 1:75m

JUNE NATHANIEL S. PLAZA

REGIONAL IRRIGATION MANAGER

SARIS-ZDS-IMO 2023 DWG No.1: NIA-R09-SARIS SHEET 8 OF 14