1 2 3 4 5 6

THIS LINE SHOWS SCOPE OF

27.00m WORK FOR THIS PROJECT

4.25m 4.25m 10.00m 4.25m 4.25m

A A
F1-C1 F1-C1 F1-C1 F1-C1 F1-C1 F1-C1

PROPOSED REINF. CONCRETE SLAB

17.00m

17.00m
ELEV. +0.20m FROM NGL
W/ 10mmØ REBARS
SPACED @ 400mm BOTHWAYS

F1-C1 F1-C1 F1-C1 F1-C1 F1-C1 F1-C1

B B
4.25m 4.25m 10.00m 4.25m 4.25m

27.00m

1 2 3 4 5 6

1 FOUNDATION PLAN
1 9 SCALE 1:100MTS

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION - X GLENN A. DALAPO
CONSTRUCTION OF MULTI-PURPOSE ENGINEERING ASSISTANT
MISAMIS ORIENTAL FIRST DISTRICT ENGINEERING OFFICE S 14
BUILDING HAROLD C. CAERMARE RONALD T. GEMPISAO
DESIGNED: JOSHUA B. DELA PENA LIBERATO S. TAN JR.
FOUNDATION PLAN OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER
ENGINEER II DISTRICT ENGINEER
OFFICE OF THE DISTRICT ENGINEER BRGY. KAUSWAGAN, LAGONGLONG DATE: DATE: DATE: DATE:
1 9 30
Brgy. 26, Gingoog City MISAMIS ORIENTAL RAEMAN BHEE M. APUGAN
ENGINEER II
GENERAL NOTES:
1.0 STANDARDS AND REFERENCE 1.20m
- THE FOLLOWING SHALL GOVERN THE DESIGN, FABRICATION
AND CONSTRUCTION OF THE PROJECT.
0.35m 0.50m 0.35m
2.0 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES 0.50m
A. DEAD LOAD
0.35m
2.0 DESIGN CRITERIA
15mm THK. BASE PLATE
(N.S.C.P.) VOL. 1, 6TH EDITION.
& STIFFENER
2.1 LOADINGS

0.50m
B. LIVE LOAD 8-20mmØ VERTICAL BARS
STEEL -- 76.93kNm³

0.50m

0.35m
ROOF -- 0.75kPa 175mmØ B.I. PIPE SCHED. 40
C. WIND LOAD (NSCP 2010) FILLED W/ CONCRETE 14 OF THE
2.2 DESIGN STRESSES TOTAL PIPE LENGTH

1.20m
BASIC WIND VELOCITY, V = 150KPH
P = qh (GCpf)-(GCpi)(DESIGNWINDPRESSURE)
A. CONCRETE 10-16mmØ TEMP. REBARS 4-20mmØ x 400mm ANCHOR

0.70m
WHERE: qh = VELOCITY PRESSURE, kPa BOLTS W/ STD. NUTS &
GCph = EXTERNAL PRESSURE COEFFICIENT SPACED EQUALLY BOTHWAYS WASHERS
GCpi = INTERNAL PRESSURE COEFFICIENT
4-20mmØ VERTICAL BARS
B. REINFORCING BARS
0.04m W/ 10mmØ TIES @ 0.20m
COMPRESSIVE STRENGTH @ 28 DAYS fc = 20.7 MPa (3,000psi)
C. STRUCTURAL STEEL, ASTM-A36
FOR BARS 16mmØ AND GREATER fy = 275 MPa (40,000psi)
PLAN
FOR TRUSSES, BRACING, & STRUTS fy = 205 MPa (30,000psi)

0.15m
COLD FORMED LIGHT CAGE SHAPES fy = 248 MPa (36,000psi) 15mm THK. GUSSET PLATE
D. PURLINS
E. WELDS - USED E-60xx ELECTRODE F1 PLAN FULL WELD

F. STRUCTURAL BOLTS. ASTM-A307

3.0 FOUNDATION
a. ft = 96.60 MPa (14,000psi) b. fv = 69 MPa (10,000psi) 0.075m
OF FOUNDATION.
3.1 ASSUMED SOIL BEARING CAPACITY SHALL BE 96 kPa (2,000 PSF)
3.1.1 IN CASE THE ACTUAL SOIL BEARING CAPACITY IS FOUND LESS THE ASSUMED.
96 kPa; NOTIFY THE DESIGNER, BUREAU OF DESIGN FOR PROPER REVISION
3.1.2 NO FOOTING SHALL REST ON FILL.

BRACE PLATE DETAIL

3.1.3 BOTTOM OF FOOTING SHALL BE AT LEAST 1.00m BELOW NATURAL GRADE LINE. 175mmØ B.I. PIPE SCHED. 40
3.1.4 SOIL BEARING CAPACITY SHALL BE INCREASED BY 33 WHEN IN COMBINATION
SEISMIC OR WIND LOAD.
FILLED W/ CONCRETE 14 OF THE
TOTAL PIPE LENGTH
2
3.2 ALL COLUMN FOOTINGS & TIE BEAMS SHALL REST ON 100mm THK. WELL COMPACTED
GRAVEL BASE COURSE. 2 9 DRAWN NOT TO SCALE
3.3 BACKFILL SHALL BE PLACED IN LAYER AND EACH LAYER SHALL BE 200 mm THK. AND
SHALL BE COMPACTED TO 95 MAXIMUM DRY DENSITY.
3.4 WHERE LOOSE SOFT MATERIAL IS ENCOUNTERED A DEPTH OF EMBEDMENT 15mm THK. GUSSET PLATE

0.50m
INDICATED. EXCAVATE TO FIRM LAYER AND REPLACE LOOSE MATERIALS UNDERNEATH FULL WELD
THE FOOTING WITH IN THE FOOTING AREA PLUS 12 DEPTH OF SOFT MATERIAL ON ALL
15mm THK. BASE PLATE &
SIDES WITH SELECT GRANULAR BACKFILL. COMPACT SELECT GRANULAR BACK FILL TO
STIFFENER
95 OF MAXIMUM DRY DENSITY.
CEMENTITIOUS GROUT
(SELF LEVELING)
4.0 MATERIALS

0.40m
4.1 CONCRETE
4.1.1 CONCRETE COVER OVER REINFORCING BARS SHALL BE AS FOLLOWS:
4-20mmØ x 400mm ANCHOR
a. FOOTINGS, FOOTING - TIE BEAMS (CAST AGAINST EARTH) 75mm
BOLTS W/ STD. NUTS &

1.00m
b. BEAMS AND COLUMNS (TO STIRRUPS AND TIES) 40mm WASHERS
4.2 REINFORCING BARS
4.2.1 ALL REINFORCING BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER
10mmØ TIES SPACED:
MATERIALS THAT WILL IMPAIR BOND. 1 @ 50mm, 3 @ 100mm, REST @ 250mm O.C.
4.2.2 ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED
BEFORE POURING CONCRETE OR APPLYING MORTAR OR GROUT.
4.2.3 LAPPED SPLICES SHALL BE STAGGERED WHERE POSSIBLE.
4.2.4 UNLESS OTHERWISE INDICATED, SPLICING OF REINFORCEMENT SHALL BE IN
0.10m
0.20m

ACCORDANCE WITH ACI-318M, EXCEPT THAT THE MINIMUM LAP SPLICES SHALL
CONCRETE SLAB
0.10m
BE 40 BAR DIAMETER BUT NOT LESS THAN 600mm.
4.2.5 DEVELOPMENT LENGTH (Ld) OF REINFORCING BARS SHALL BE AS FOLLOWS: GRAVEL BED NGL
SIZE OF REBARS DEVELOPMENT LENGTH
10mm 170mm
12mm 220mm
16mm 270mm
20mm 380mm

0.025m
25mm 600mm
4.3 STRUCTURAL STEEL
1.20m

4.3.1 ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRESS, Fy = 248MPa
(36,000psi)
4.3.2 ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE
WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AS
AMENDED TO DATE. 0.025m
4.3.3 ALL BOLTS SHALL CONFORM TO ASTMA-307 UNLESS OTHER WISE INDICATED.
4.3.4 SHOP AND FIELD WELDING SHALL BE IN ACCORDANCE WITH A WSD1.1 AND
PERFORMED BY QUALIFIED WELDERS.
4.3.5 UNLESS OTHERWISE INDICATED, WELDING ELECTRODES SHALL BE E60. CHAMFER AREAS
4.3.6 NO STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP DRAWING HAVE (ALL CORNERS)
0.30m

BEEN APPROVED BY THE STRUCTURAL ENGINEER.

4.3.7 WELDS (CONFORM WITH AMERICAN WELDING STANDARDS) USING GE60xx
ELECTRODES.
PEDESTAL CHAMFER
0.10m

4.3.8 ANCHOR BOLTS (CONFORM WITH ASTMA-307) ft = 96.60 MPa. fv = 69 MPa.

GRAVEL BED
DETAIL
NOTE:
- ALL STRUCTURAL STEEL SHALL BE BLACK IRON PIPE (B.I.) SCHEDULE 40 STANDARD
WEIGHT PIPE (ELECTRIC RESISTANCE WELDED) TYPE A 53 GRADE B WITH MINIMUM C1 SECTION
YIELD STRESS FY 35 ksi.

- ALL STRUCTURAL PIPE SHALL BE PAINTED WITH 2 COATS EPOXY METAL PRIMER
(1st COATING) AND 2 COATS ALUMINUM PAINT (2nd COATING)

- ASSUMED SOIL BEARING CAPACITY SHALL BE 96 KPa (2000 PSF)

- INCASE THE ACTUAL SOIL BEARING CAPACITY IS FOUND LESS THAN THE ASSUMED
96 KPa; NOTIFY THE PLANNING & DESIGN SECTION FOR PROPER REVISION OF
1 FOOTING & COLUMN DETAILS
FOUNDATION.
2 9 SCALE 1:20MTS

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION - X GLENN A. DALAPO
CONSTRUCTION OF MULTI-PURPOSE GENERAL NOTES ENGINEERING ASSISTANT
MISAMIS ORIENTAL FIRST DISTRICT ENGINEERING OFFICE S 15
BUILDING FOOTING & COLUMN DETAILS
DESIGNED: JOSHUA B. DELA PENA HAROLD C. CAERMARE RONALD T. GEMPISAO LIBERATO S. TAN JR.
PEDESTAL CHAMFER DETAIL OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER
ENGINEER II DISTRICT ENGINEER
OFFICE OF THE DISTRICT ENGINEER BRGY. KAUSWAGAN, LAGONGLONG PEDESTAL-COLUMN DETAILS DATE: DATE: DATE: DATE:
2 9 30
Brgy. 26, Gingoog City MISAMIS ORIENTAL BRACE PLATE DETAIL RAEMAN BHEE M. APUGAN
ENGINEER II
1 2 3 4 5 6

27.00m

1.20m 4.25m 4.25m 5.00m 5.00m 4.25m 4.25m 1.20m

FASCIA
T1 FASCIA FRAME T1 FASCIA FRAME T1 FASCIA FRAME T2 FASCIA FRAME T1 FASCIA FRAME T1 T1
FRAME

1.20m

1.20m
GIRT 1 GIRT 1 GIRT 2 GIRT 1 GIRT 1
A A

FASCIA FRAME

FASCIA FRAME
1.6mm THK. x 20mm x 50mm x 100mm
C-PURLINS

STRUT 2 STRUT 2 STRUT 2 STRUT 2 STRUT 2

FASCIA FRAME

FASCIA FRAME
12mmØ PLAIN ROUND BAR
SAG ROD W/ 2 NUTS & WASHERS
AT ENDS

19.40m

17.00m

17.00m

19.40m
STRUT 1 STRUT 1 STRUT 1 STRUT 1 STRUT 1

16mmØ STEEL CROSS BRACING

FASCIA FRAME

FASCIA FRAME
W/ STANDARD TURN BUCKLE

STRUT 2 STRUT 2 STRUT 2 STRUT 2 STRUT 2

FASCIA FRAME

FASCIA FRAME
GIRT 1 GIRT 1 GIRT 2 GIRT 1 GIRT 1
B B
1.20m

1.20m
FASCIA
T1 FASCIA FRAME T1 FASCIA FRAME T1 FASCIA FRAME T2 FASCIA FRAME T1 FASCIA FRAME T1 T1
FRAME
1.20m 1.29m 1.67m 1.29m 1.29m 1.67m 1.29m 1.67m 1.67m 1.67m 1.67m 1.67m 1.67m 1.29m 1.67m 1.29m 1.29m 1.67m 1.29m 1.20m

4.25m 4.25m 5.00m 5.00m 4.25m 4.25m

27.00m

1 2 3 4 5 6

1 ROOF FRAMING PLAN

3 9 SCALE 1:100MTS

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION - X GLENN A. DALAPO
CONSTRUCTION OF MULTI-PURPOSE ENGINEERING ASSISTANT
MISAMIS ORIENTAL FIRST DISTRICT ENGINEERING OFFICE S 16
BUILDING HAROLD C. CAERMARE RONALD T. GEMPISAO
DESIGNED: JOSHUA B. DELA PENA LIBERATO S. TAN JR.
ROOF FRAMING PLAN OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER
ENGINEER II DISTRICT ENGINEER
OFFICE OF THE DISTRICT ENGINEER BRGY. KAUSWAGAN, LAGONGLONG DATE: DATE: DATE: DATE:
3 9 30
Brgy. 26, Gingoog City MISAMIS ORIENTAL RAEMAN BHEE M. APUGAN
ENGINEER II
0.7083m 0.7083m 0.7083m 0.7083m

4.7mm THK. x 40mm x 40mm

ANGLE BAR BRACKET PLATE

GA. 26 PRE-PAINTED
CORRUGATED G.I. SHEET
J-BOLT @ EVERY

1.67m
2 21 SIDE LAP 3RD CORR.

19mm CORR. (MIN)

12mmØ PLAIN ROUND BAR
SAG ROD W/ 2 NUTS & WASHERS
0.025m 0.025m
AT ENDS

0.10m
PANEL 1 PANEL 2
0.025m 0.025m C-PURLIN

5.00m
1.67m
ROOFING PANEL SIDE LAP
J-BOLT SPACING
DETAIL
0.10m

0.025m

1.6mm THK. x 20mm x50mm x 100mm

1.67m
C-PURLINS

TRUSS
(SEE DETAIL)

1 SAG ROD DETAIL

BIGGER SIZE OF
4 9 SCALE 1:20MTS
WASHER
6mmØ J-BOLT SPACED
NUT
0.7083m 0.7083m 1.6mm THK. x 20mm x 50mm
AS SHOWN AT ALL PURLINS
x 100mm C-PURLINS NEOPRENE
GASKET

J-SHAPED BOLT

GA. 26 PRE-PAINTED
CORRUGATED G.I. SHEET

12mmØ PLAIN ROUND BAR

1.6mm THK. x 20mm x 50mm
SAG ROD W/ 2 NUTS &
WASHERS AT ENDS x100mm C-PURLINS

1.6mm THK. x 20mm x 50mm

x 100mm C-PURLINS
GA. 26 PRE-PAINTED
CORRUGATED G.I. SHEET

100mm x 100mm x 6mm 0.10m

THK. SPLICE PLATE
CONNECTOR (FULL WELD)
0.10m

ROOFING FIXER ISOMETRIC VIEW

1.6mm THK. x 20mm x 50mm
ROOFING TO PURLINS CONNECTION
x 100mm C-PURLINS

PURLIN CONNECTION DETAIL

3 ROOFING INSTALLATION DETAILS
4 9 DRAWN NOT TO SCALE

2 PURLIN DETAILS
4 9 SCALE 1:15MTS

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION - X GLENN A. DALAPO
CONSTRUCTION OF MULTI-PURPOSE ENGINEERING ASSISTANT
MISAMIS ORIENTAL FIRST DISTRICT ENGINEERING OFFICE SAG ROD DETAIL S 17
BUILDING HAROLD C. CAERMARE RONALD T. GEMPISAO
PURLIN DETAILS DESIGNED: JOSHUA B. DELA PENA LIBERATO S. TAN JR.
TRUSS-COLUMN DETAILS ENGINEER II OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
OFFICE OF THE DISTRICT ENGINEER BRGY. KAUSWAGAN, LAGONGLONG
ROOFING INSTALLATION DETAILS DATE: DATE: DATE: DATE:
4 9 30
Brgy. 26, Gingoog City MISAMIS ORIENTAL RAEMAN BHEE M. APUGAN
ENGINEER II
CENTER LINE
OF TRUSS
FULL 6mm
WELD

CENTER LINE
OF TRUSS
FULL 6mm
6mm WELD
TYP.

ARC TRUSS CUT AREA FOR

INSTALLATION OF TRUSS
6mm (FULL WELD & MUST BE
FULL TYP.
WELD 6mm ON TOP OF GIRT)

ARC TRUSS
GIRT 1

FULL
10mm THICK STEEL , ⅊
WELD W/ 18mmØ HOLES; TYPICAL GIRT 2
6mm
16mm Ø STEEL CROSS-BRACINGS,
W/ STANDARD TURN-BUCKLE
10mm THICK STEEL , ⅊
W/ 18mmØ HOLES; TYPICAL 16mm Ø CROSS-BRACINGS,
W/ STANDARD TURN-BUCKLE 175mmØ B.I. PIPE COLUMN IN
QDE PAINT W/ EPOXY PRIMER

1 CROSS BRACING CONN. DETAIL 2 TRUSS-COLUMN DETAILS

5 9 DRAWN NOT TO SCALE 5 9 DRAWN NOT TO SCALE

GA. 26 PRE-PAINTED
CORRUGATED G.I. SHEET

12mmØ PLAIN ROUND BAR

SAG ROD W/ 2 NUTS & WASHERS 0.300m
AT ENDS
0.025m m
40
1.6mm THK. x 20mm x 50mm x 0.
100mm C-PURLINS 0.025m
TRUSS TOP CHORD
(SEE DETAIL)

0.050m

0.025m
0.050m
GA. 24 PRE-FORMED 7.2" RIBBED TYPE PRE-PAINTED
G.I. GUTTER GA. 26 ROOFING PANEL FASCIA

0.40m
BOARD

0.36m
0.225m
3"Ø G.I WIRE GUTTER GUARD
STRAINER 25mmØ B.I PIPE S-10
FASCIA FRAME

0.050m
(FULL WELD)
3" PVC PIPE DOWNSPOUT
0.050m
0.082m 0.117m

3 GUTTER DETAILS GUTTER BLOW-UP DETAIL

5 9 SCALE 1:15MTS

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION - X GLENN A. DALAPO
CONSTRUCTION OF MULTI-PURPOSE ENGINEERING ASSISTANT
MISAMIS ORIENTAL FIRST DISTRICT ENGINEERING OFFICE S 18
BUILDING CROSS BRACING CONNECTION DETAIL
DESIGNED: JOSHUA B. DELA PENA HAROLD C. CAERMARE RONALD T. GEMPISAO LIBERATO S. TAN JR.
TRUSS CONNECTION DETAILS OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER
ENGINEER II DISTRICT ENGINEER
OFFICE OF THE DISTRICT ENGINEER BRGY. KAUSWAGAN, LAGONGLONG GUTTER DETAILS DATE: DATE: DATE: DATE:
5 9 30
Brgy. 26, Gingoog City MISAMIS ORIENTAL RAEMAN BHEE M. APUGAN
ENGINEER II
A B
19.40m

1.20m 17.00m 1.20m

0.55m
25MM Ø B.I. PIPE SCHED. 10
TOP CHORD (FULL WELD)

25MM Ø B.I. PIPE SCHED. 10

BOTTOM CHORD (FULL WELD)

3.25m
0.40m0.40m0.40m0.40m0.40m0.40m0.40m
25MM Ø B.I. PIPE SCHED. 10

4.02m
WEB MEMBER (FULL WELD)
25mmØ B.I PIPE S-10
TOP CHORD (FULL WELD)

25mmØ B.I PIPE S-10

0.76m
WEB MEMBER (FULL WELD)

25mmØ B.I PIPE S-10

BOTTOM CHORD (FULL WELD)

0.76m
ELEVATION SECTION

1 ARC FASCIA FRAME DETAIL

6 9 SCALE 1:30MTS

1 21"
25mmØ B.I PIPE S-10
0.40m 0.40m 0.40m 0.40m TOP (FULL WELD)
2.146" 7.2"

7.2" RIBBED TYPE PRE-PAINTED

0.76m
0.76m

GA. 26 ROOFING PANEL FASCIA

BOARD

FASCIA FRAME
2.146"

25mmØ B.I PIPE S-10 25mmØ B.I PIPE S-10

WEB MEMBERS (FULL WELD) BOTTOM (FULL WELD)

3 FASCIA BOARD DETAIL 2 FRONT & REAR FASCIA FRAME DETAIL

6 9 DRAWN NOT TO SCALE 6 9 SCALE 1:20MTS

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION - X GLENN A. DALAPO
CONSTRUCTION OF MULTI-PURPOSE ENGINEERING ASSISTANT
MISAMIS ORIENTAL FIRST DISTRICT ENGINEERING OFFICE S 19
BUILDING HAROLD C. CAERMARE RONALD T. GEMPISAO
ARC FASCIA FRAME DETAIL DESIGNED: JOSHUA B. DELA PENA LIBERATO S. TAN JR.
FASCIA BOARD DETAIL ENGINEER II OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
OFFICE OF THE DISTRICT ENGINEER BRGY. KAUSWAGAN, LAGONGLONG
FRONT & REAR FASCIA FRAME DETAIL DATE: DATE: DATE: DATE:
6 9 30
Brgy. 26, Gingoog City MISAMIS ORIENTAL RAEMAN BHEE M. APUGAN
ENGINEER II
A B
19.40m

0.60m 0.60m 17.00m 1.20m

0.55m
50MM Ø B.I. PIPE SCHED. 40
TOP CHORD (FULL WELD)

2.13m STRUT-1

50MM Ø B.I. PIPE SCHED. 40

3.50m
STRUT-2 BOTTOM CHORD (FULL WELD) STRUT-2

2.95m
0.7083m 0.7083m 0.7083m 0.7083m 0.7083m 0.7083m 0.7083m
40MM Ø B.I. PIPE SCHED. 40
WEB MEMBER (FULL WELD)
2.45m

40MM Ø B.I. PIPE SCHED. 40

WEB MEMBER (FULL WELD)
3.74m

FASCIA FASCIA
FRAME FRAME
GIRT-1 ELEVATION GIRT-1

2.30m
1.30m

80MM Ø B.I. PIPE SCHED. 40

CAMBER (FULL WELD)

1 ARC TRUSS 1 DETAIL

7 9 SCALE 1:35MTS

2 3

40mmØ B.I PIPE S-40 50mmØ B.I PIPE S-40 40mmØ B.I PIPE S-40
0.60m 0.60m 0.60m 0.55m 0.55m 0.55m TOP (FULL WELD)
WEB MEMBERS (FULL WELD) TOP (FULL WELD) 50mmØ B.I PIPE S-40
TOP CHORD (FULL WELD)

0.55m
0.60m

0.76m
40mmØ B.I PIPE S-40
WEB MEMBER (FULL WELD)

25mmØ B.I PIPE S-10 40mmØ B.I PIPE S-40 50mmØ B.I PIPE S-40
50mmØ B.I PIPE S-40 WEB MEMBERS (FULL WELD) BOTTOM (FULL WELD) BOTTOM CHORD (FULL WELD)
BOTTOM (FULL WELD)

ARC TRUSS 1 SECTION

GIRT 1 DETAIL STRUT 1 DETAIL

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION - X GLENN A. DALAPO
CONSTRUCTION OF MULTI-PURPOSE ENGINEERING ASSISTANT
MISAMIS ORIENTAL FIRST DISTRICT ENGINEERING OFFICE S 20
BUILDING ARC TRUSS 1 DETAIL
DESIGNED: JOSHUA B. DELA PENA HAROLD C. CAERMARE RONALD T. GEMPISAO LIBERATO S. TAN JR.
GIRT 1 DETAIL OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER
ENGINEER II DISTRICT ENGINEER
OFFICE OF THE DISTRICT ENGINEER BRGY. KAUSWAGAN, LAGONGLONG STRUT 1 DETAIL DATE: DATE: DATE: DATE:
7 9 30
Brgy. 26, Gingoog City MISAMIS ORIENTAL RAEMAN BHEE M. APUGAN
ENGINEER II
A B
19.40m

0.60m 0.60m 17.00m 1.20m

0.55m
50MM Ø B.I. PIPE SCHED. 40
TOP CHORD (FULL WELD)

STRUT-1

50MM Ø B.I. PIPE SCHED. 40

3.50m
STRUT-2 BOTTOM CHORD (FULL WELD) STRUT-2

2.95m
0.7083m 0.7083m 0.7083m 0.7083m 0.7083m 0.7083m 0.7083m
40MM Ø B.I. PIPE SCHED. 40
WEB MEMBER (FULL WELD)

FASCIA FASCIA
FRAME ELEVATION FRAME
GIRT-2 GIRT-2

A A

B B

1 ARC TRUSS 2 DETAIL C

C ISOMETRIC VIEW

50mmØ B.I PIPE S-40

TOP CHORD (FULL WELD)
8 9 SCALE 1:35MTS
0.55m 0.55m 0.55m 0.55m
25mmØ B.I PIPE S-10
TOP (FULL WELD)

0.76m
40mmØ B.I PIPE S-40
B WEB MEMBER (FULL WELD)

0.55m
A

C
3 4 50mmØ B.I PIPE S-40
BOTTOM CHORD (FULL WELD)

ELEVATION-A 25mmØ B.I PIPE S-10 25mmØ B.I PIPE S-10

50mmØ B.I PIPE S-40 100mmØ B.I PIPE S-40

WEB MEMBERS (FULL WELD) BOTTOM (FULL WELD)
ARC TRUSS 2 SECTION
0.70m 0.70m 0.70m 0.70m 0.70m WEB MEMBERS (FULL WELD) TOP (FULL WELD)

25mmØ B.I PIPE S-10

0.55m 0.55m 0.55m 0.55m
TOP (FULL WELD)
0.70m

0.55m
C B

100mmØ B.I PIPE S-40

BOTTOM (FULL WELD) ELEVATION-B 25mmØ B.I PIPE S-10 25mmØ B.I PIPE S-10
WEB MEMBERS (FULL WELD) BOTTOM (FULL WELD)

25mmØ B.I PIPE S-10

0.55m 0.55m 0.55m 0.55m
TOP (FULL WELD)

0.55m
GIRT 2 DETAIL B C

STRUT 2 DETAIL
ELEVATION-C 25mmØ B.I PIPE S-10 25mmØ B.I PIPE S-10
WEB MEMBERS (FULL WELD) BOTTOM (FULL WELD)

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION - X GLENN A. DALAPO
CONSTRUCTION OF MULTI-PURPOSE ENGINEERING ASSISTANT
MISAMIS ORIENTAL FIRST DISTRICT ENGINEERING OFFICE S 21
BUILDING ARC TRUSS 2 DETAIL
DESIGNED: JOSHUA B. DELA PENA HAROLD C. CAERMARE RONALD T. GEMPISAO LIBERATO S. TAN JR.
GIRT 2 DETAIL OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER
ENGINEER II DISTRICT ENGINEER
OFFICE OF THE DISTRICT ENGINEER BRGY. KAUSWAGAN, LAGONGLONG STRUT 2 DETAIL DATE: DATE: DATE: DATE:
8 9 30
Brgy. 26, Gingoog City MISAMIS ORIENTAL RAEMAN BHEE M. APUGAN
ENGINEER II
A B

21.331m

0.550m
3.803m
3.608m

3.253m
3.102m

21m

71m
2.265m

3.7

4.2
R1

R1
1.027m

0.763m
2.000m 2.000m 2.000m 2.500m

1 ARC TRUSS DIAGRAM

9 9 SCALE 1:35MTS

77°m

REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION - X GLENN A. DALAPO
CONSTRUCTION OF MULTI-PURPOSE ENGINEERING ASSISTANT
MISAMIS ORIENTAL FIRST DISTRICT ENGINEERING OFFICE S 22
BUILDING HAROLD C. CAERMARE RONALD T. GEMPISAO
DESIGNED: JOSHUA B. DELA PENA LIBERATO S. TAN JR.
ARC TRUSS DIAGRAM OIC-CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER
ENGINEER II DISTRICT ENGINEER
OFFICE OF THE DISTRICT ENGINEER BRGY. KAUSWAGAN, LAGONGLONG DATE: DATE: DATE: DATE:
9 9 30
Brgy. 26, Gingoog City MISAMIS ORIENTAL RAEMAN BHEE M. APUGAN
ENGINEER II