SUBMITTED:

TEOTIMO C. BAGHUCAN

CHIEF,PLANNING AND DESIGN SECTION

RECOMMENDED:

GUMER M. CASTILLO, ASEAN Eng., DPA

ASSISTANT DISTRICT ENGINEER

APPROVED:

MAGITING A. CRUZ

DISTRICT ENGINEER

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL III DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

C.Y.2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM

LOCAL INFRASTRUCTURE PROGRAM

BUILDINGS AND OTHER STRUCTURES

MULTIPURPOSE / FACILITIES

CONSTRUCTION OF MULTI-PURPOSE BUILDING

AT CABIDIAN, MABINI, BOHOL

DATE:

DATE:

DATE:

THE REPUBLIC OF THE PHILIPPINES

Luzon Strait

South china sea

Philippine SeaLuzon

Samar

Mindoro

Sulu Sea

Palawan

Mindanao

Leyte

BoholCebu

Negros Oriental

Panay

K E Y M A P

THIS SITE REGION VII

N

S

EW

Siquijor

Bohol

Cebu

SiquijorREGION VII MAP

THIS SITE BOHOL PROVINCE

N

S

EW

N

S

EW

THIS SITE

ANDAGUINDULMAN

CANDIJAY

DUERO

JAGNAGARCIA HERNANDEZVALENCIADIMIAOLILALOAY

ALBURQUERQUE

LOBOC

SEVILLABILAR

BATUAN

CARMENSIERRA BULLONES

PILAR

DAGOHOY ALICIA MABINI

DANAO

SAGBAYAN

UBAY

SIKATUNA

BALILIHAN

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL 3RD DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: SUBMITTED: RECOMMENDED:

APPROVED:

TEOTIMO C. BAGHUCAN

CHIEF,PLANNING AND DESIGN SECTION

DATE: DATE:

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE:

SET NO. SHEET NO.

9

REVIEWED:

DATE:

GUMER M. CASTILLO, ASEAN Eng.,DPA

ASSISTANT DISTRICT ENGINEER

LOUIEL IAN R. LOMOTOS

ENGINEER II

CARINA L. ABREA

ARCHITECT II

PREPARED:

2

AS SHOWN

MARK ANTHONY B. BUAL

ENGINEER I

C.Y.2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM

LOCAL INFRASTRUCTURE PROGRAM

BUILDINGS AND OTHER STRUCTURES

MULTIPURPOSE / FACILITIES

CONSTRUCTION OF MULTI-PURPOSE BUILDING

AT CABIDIAN, MABINI, BOHOL

LOCATION PLAN

NTS

PERSPECTIVE

NTS

THIS SITE

T

O

P

A

N

A

D

T

A

R

A

N

, C

A

N

D

IJ

A

Y

T

O

M

A

B

IN

I

1.0 STANDARDS AND REFERENCES

THE FOLLOWING SHALL GOVERN THE DESIGN, FABRICATION AND

CONSTRUCTION OF THE PROJECT.

1.1 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES (N.S.C.P.), VOL. 1, 6TH

EDITION, 2016

2.0 DESIGN CRITERIA

2.1 LOADINGS

A. DEAD LOAD

CONCRETE = 23.56 kN/m³

STEEL = 76.93kN/m³

150mm THK. CHB WALL = 2.73 kPa

100mm THK. CHB WALL = 2.11 kPa

B. LIVE LOAD

ROOF = 1.00 kPa

CLASSROOMS, LABORATORY = 1.90 kPa

TOILETS = 2.40 kPa

CORRIDORS ABOVE, STAIRS = 3.80 kPa

CORRIDORS ON GROUND = 4.80 kPa

C. WIND LOAD (NSCP 2015)

BASIC WIND VELOCITY, V = 290 KPH

P = qh [(GCpf) - (GCpi)] (DESIGN WIND PRESSURE)

WHERE: qh = VELOCTY PRESS

GCpf = EXTERNAL PRESSURE COEFFICIENT

GCpi = INTERNAL PRESSURE COEFFICIENT

D. SEISMIC LOAD (NSCP 2016)

V = CV (DESIGN BASE SHEAR)

RT

Vmax = 2.50 Cal Vmin = 0.11 CalW

R

Vmin = 0.80 ZNvl

R

WHERE: W = TOTAL DEAD LOAD

T = NATURAL PERIOD = C₂ (hn)

WHERE: C = NUMERICAL COEFFICIENT

h = BUILDING HEIGHT

I = IMPORTANCE FACTOR = 1.50

R = NUMERICAL FACTOR = 8.50

SEISMIC COEFFICIENT Cv = 0.44Nv

Ca = 0.64 N

NEAR SOURCE FACTOR (10km.) Nv = 1.2

Na = 1.0

Z = SEISMIC ZONE = 0.40 (ZONE 4)

S = SOIL TYPE = D

2.2 DESIGN STRESSES

A. CONCRETE

COMPRESSIVE STRENGTH @ 28 DAYS

B. REINFORCING BARS

FOR BARS 16mmØ AND GREATER

C. FOR BARS LESS THAN 16mmØ

D. STRUCTURAL STEEL, ASTM-A36

FOR TRUSSES, BRACINGS AND STRUTS

E. PURLINS

COLD FORMED LIGHT CAGE SHAPES

F. MASONRY UNIT (CHB)

NON LOAD BEARING CHB WALLS

G. WELDS-USE E=60 ELECTRODES

H. STRUCTURAL BOLTS, ASTM-A307

4.0 MATERIALS

4.1 CONCRETE

4.1.1 CONCRETE COVER OVER REINFORCED BARS SHALL BE AS FOLLOWS:

A. FOOTINGS, FOOTING-TIE BEAMS (CAST AGAINST EARTH) 75mm

B. BEAMS AND COLUMNS (TO STIRRUPS AND TIES) 40mm

C. WALLS, SIDE OF FOOTING-TIE BEAMS (CAST AGAINST FORMS) 40mm

D. SUSPENDED SLAB 20mm

4.1.2 BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO ENSURE PROPER PLACEMENT OF

ALL OPENINGS, SLEEVES, CURBS, CONDUITS, ETC. RELATING TO THE WORK.

4.2 REINFORCING BARS

4.2.1 ALL REINFORCING BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIALS THAT WILL

IMPAIR BOND.

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 ACCORDANCE WITH

ACI - 318M, EXCEPT THAT THE MINIMUM LAP SPLICE SHALL BE 40 BAR DIAMETER BUT NOT

LESS THAN 500mm,

4.2.5 UNLESS SHOWN OTHERWISE ON PLANS, SPLICES SHALL BE AS FOLLOWS:

A. INTERMEDIATE BEAMS TOP BARS SHALL BE SPLICED AT MID-SPAN, AND BOTTOM

B. BEAMS FRAMING TO COLUMNS; TOP BARS SHALL BE SPLICEDAT MID-SPAN, AND BOTTOM BARS SHALL

NOT BE

SPLICED W/ IN THE COLUMN OR W/ IN A DISTANCE OF TWICE THE MEMBER DEPTH FROM THE FACE OF THE

COLUMN THE SPLICED LENGTH SHALL NOT BE LESS THAN 1.4 TIMES THE DEVELOPMENT LENGTH (Ld) IN

4.2.8 BELOW BUT NOT LESS THAN 600mm.

C. COLUMS: LAP SPLICES SHALL BE MADE WITHIN THE CENTER HALF OF THE HEIGHT AND THE SPLICE SHALL

NOT

BE LESS THAN 30 BAR DIAMETER. WELDING OR THE USE OF APPROVED MECHANICAL DEVICES MAY BE

PERMITTED PROVIDED NOT MORE THAN ALTERNATE BARS ARE WELDED OR SPLICED AT ANY LEVEL AND

THE

MINIMUM VERTICAL DISTANCEBETWEEN TWO ADJADENT BAR SPLICES SHALL BE 600mm.

D. CHB WALLS; VERTICAL BARS SHALL BE SPLICED AT THE TOP OF WALL FOOTINGS OR FOOTING-TIE BEAMS

AND

AT THE BOTTOM OF REINFORCED CONCRETE LINTEL BEAMS OR BEAMS.

3.0 FOUNDATION

3.1 ASSUMED SOIL BEARING CAPACITY SHALL BE 98

3.1.1 IN CASE THE ACTUAL LOCATION OF THE STRUCTURE IS LESS THAN THE ASSUMED

DISTANCE FROM THE SEISMIC SOURCE OF 40km.; NOTIFY THE DIRECTOR, BUREAU

OF DESIGN FOR PROPER REVISION OF THE DESIGN. REFER TO THE SEISMIC

SOURCE MAP PROVIDED IN THE NATIONAL STRUCTURAL CODE OF THE PHILIPPINES

OR PHIVOLCS SEISMIC SOURCE MAP.

3.1.2 SOIL TEST SHALL BE CONDUCTED PRIOR TO START OF CONSTRUCTION.

3.1.3 IN CASE THE ACTUAL SOIL BEARING CAPACITY IS FOUND LESS THAN THE ASSUMED,

96 kP; NOTIFY THE DIRECTOR, BUREAU OF DESIGN FOR PROPER REVISION OF

FOUNDATION.

3.1.4 NO FOOTING SHALL REST ON FILL.

3.1.5 BOTTOM OF FOOTING SHALL BE ATLEAST 100mm BELOW NATURAL GRADE LINE.

3.1.6 SOIL BEARING CAPACITY SHALL BE INCREASED BY 33% WHEN IN COMBINATION

WITH SEISMIC OR WIND LOAD.

3.2 WHERE LOOSE/SOFT MATERIAL IS ENCOUNTERED AT DEPTH OF EMBEDMENT

INDICATED, EXCAVATE TO FIRM LAYER AND REPLACE LOOSE/MATERIALS

UNDERNEATH THE FOOTING WITHIN THE FOOTING AREA PLUS 1/2 DEPTH OF SOFT

MATERIAL ON ALL SIDES WITH SELECT GRANULAR BACKFILL. COMPACT SELECT

GRANULAR BACKFILL TO 95% OF MAXIMUM DRY DENSITY.

4.2.6 UNLESS OTHERWISE INDICATED: ALL BEAMS TERMINATING AT A COLUMN SHALL HAVE TOP AND

BOTTOM BARS EXTENDING TO THE FAR FACE OF THE COLUMN, TERMINATING IN A STANDARD 90 HOOK

LENGTH OF ANCHORAGE SHALL NOT BE LESS THAN 600mm.

4.2.7 SHOP DRAWING FOR REINFORCEMENT SHALL BE SUBMITTED FOR APPROVAL OF THE ENGINEER

PRIOR TO FABRICATION & INSTALLATION.

4.2.8 DEVELOPMENT LENGTH (Ld) OF REINFORCING BARS SHALL BE AS FOLLOWS:

SIZE OF REBARS DEVELOPMENT LENGTH

10 mm 170 mm

12 mm 220 mm

16 mm 270 mm

20 mm 380 mm

25 mm 600 mm

4.3 STRUCTURAL STEEL

4.3.1 ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND SHALL HAVE A MINIMUM YIELD STRESS,

Fy - 248 MPa (36,000 psi)

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.

4.3.3 ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INDICATED.

4.3.4 SHOP AND FIELD WELDING SHALL BE IN ACCORDANCE W/ AWS D1.1 AND PERFORMED BY QUALIFIED

WELDERS.

4.3.5 UNLESS OTHERWISE INDICATED, WELDING ELECTRODES SHALL BE E60.

4.3.6 WELD/(CONFORM WITH THE AMERICAN WELDING STANDARDS) USING E 60xx ELECTRODES fy = 93.77

MPa.

4.3.7 ANCHOR BOLTS (CONFORM WITH ASTM A-307) ft = 96.60 MPa, fv = 69 MPa.

4.3.8 DOWELS ARE PREPARED FOR THE SECOND FLOOR BEAMS- WHICH IS NOT INCLUDED IN THE SCOPE

OF WORK.

4.4 CONCRETE HOLLOW BLOCKS (CHB):

4.4.1 UNLESS OTHERWISE INDICATED, CHB USE IN THIS WORK SHALL HAVE A MINIMUM ULTIMATE

COMPRESSIVE STRENGTH f'm = 3.45 MPa (500 psi)

4.4.2 ALL CHB CELLS SHALL BE FILLED SOLIDLY WITH GROUT.

5.0 CONSTRUCTION JOINT

5.1 CONSTRUCTION JOINT NOT INDICATED ON THE PLANS SHALL BE MADE SO AS TO LEAST IMPAIR THE

STRENGTH OF THE STRUCTURE AND SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER

EXCEPT SLAB ON GRADE.

5.2 UNLESS SHOWN OTHERWISE, SLAB ON GRADE SHALL HAVE CONTROL JOINTS SPACED AT 600mm

MAXIMUM CENTER TO CENTER.

5.3 BEAMS CONSTRUCTION JOINT SHALL BE LOCATED WITHIN THE MIDDLE THIRD OF THE SPAN. IT SHALL

BE PROVIDED WITH 3 EXTRA STIRRUPS @ 75mm O.C. ON EACH SIDE OF THE JOINT.

APEX OF ROOF

BOT. OF STEEL STRUT

3745

5000 5000 5000

5000 5000 50001000 1000

1 2 3 4

5700

TOP OF FLOORING

EXISTING STAGE

100

3000

2700

5800

5000

5000

5000

16000

2300 8600 10100

3130

0

21000

A B

3

2

1

4

15000

FLOOR PLAN

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL 3RD DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

SHEET CONTENTS: DRAFTED: SUBMITTED: RECOMMENDED:

APPROVED:

TEOTIMO C. BAGHUCAN

CHIEF,PLANNING AND DESIGN SECTION

DATE: DATE:

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE:

SET NO. SHEET NO.

9

REVIEWED:

DATE:

GUMER M. CASTILLO, ASEAN Eng.,DPA

ASSISTANT DISTRICT ENGINEER

LOUIEL IAN R. LOMOTOS

ENGINEER II

CARINA L. ABREA

ARCHITECT II

PREPARED:

3

NTS

TYPICAL SIDE ELEVATION

NTS

GENERAL NOTES

AS SHOWN

PROJECT NAME AND LOCATION:

C.Y.2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM

LOCAL INFRASTRUCTURE PROGRAM

BUILDINGS AND OTHER STRUCTURES

MULTIPURPOSE / FACILITIES

CONSTRUCTION OF MULTI-PURPOSE BUILDING

AT CABIDIAN, MABINI, BOHOL

MARK ANTHONY B. BUAL

ENGINEER I

8-20mmØ VERT.BARS

W/ 10mmØ TIES 4-50mm,

6-100mm, REST @ 150mm O.C.

7-20mmØ

40

0

1200

350425 425

15

00

11

00

GROUND LINE

FIN.GRND. LINE

PLAN

TB-1

TB-1

2 - 20mmØ HOR. BARS

2 - 20mmØ HOR. BARS

10mmØ STIRRUPS

3@0.05m, 3@0.10m rest @ 150mm O.C.

TB - 1 DETAILS

250

35

0

SECTION

45

05

25

52

5

9-20mmØ

50

00

50

00

50

00

15

00

0

16000

Level and Compact the

Surface only (No Flooring),

Already Provided on POW

the Embankment Materials

A B

3

2

1

4

F1C1

F1C1

F1C1

F1C1

F1C1

F1C1

F1C1

F1C1

TB-1

TB-1

TB-1

TB-1

TB-1

TB-1

TB-1

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL 3RD DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

SHEET CONTENTS: DRAFTED: SUBMITTED: RECOMMENDED:

APPROVED:

TEOTIMO C. BAGHUCAN

CHIEF,PLANNING AND DESIGN SECTION

DATE: DATE:

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE:

SET NO. SHEET NO.

9

DATE:

GUMER M. CASTILLO, ASEAN Eng.,DPA

ASSISTANT DISTRICT ENGINEER

LOUIEL IAN R. LOMOTOS

ENGINEER II

CARINA L. ABREA

ARCHITECT II

PREPARED:

4

FOUNDATION PLAN

NTS

DETAIL OF F1C1

NTS

AS SHOWN

MARK ANTHONY B. BUAL

ENGINEER I

PROJECT NAME AND LOCATION:

C.Y.2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM

LOCAL INFRASTRUCTURE PROGRAM

BUILDINGS AND OTHER STRUCTURES

MULTIPURPOSE / FACILITIES

CONSTRUCTION OF MULTI-PURPOSE BUILDING

AT CABIDIAN, MABINI, BOHOL

REVIEWED:

5000

5000

5000

3

2

1

4

16000

15000

A B

S1

S2

L/4 L/4

5000

2-20MM DIA BARS

4-20MM DIA BARS

4-20MM DIA BARS

4650

2-20MM DIA BARS

4-20MM DIA BARS

2-20MM DIA BARS

10MM DIA STIRRUP, 1@50MM,8@ 100MM, 6@150MM, REST @ 175MM

GROUND LINE

FIN.GRND. LINE

10

0

TOP OF ROOF

BEAM LINE

4-20mmØ TOP BAR

2-12mmØ BARS

2-20mmØ BOTTOM BARS

RB-1

350

35

0

CENTER LINE OF

ST BEAM

30

00

27

00

4-20mmØ TOP BAR

2-12mmØ BARS

2-20mmØ BOTTOM BARS

B-1

RB-1

B-1

2-20mmØ TOP BAR

2-12mmØ BARS

4-20mmØ BOTTOM BARS

@ MID SPAN

@ MID SPAN

@ SUPPORT

@ SUPPORT

2-20mmØ TOP BAR

2-20mmØ TOP BAR

250

350

DETAIL S-1

DETAIL S-2

350

35

0

2-20mmØ TOP BAR

2-12mmØ BARS

4-20mmØ BOTTOM BARS

2-12MM DIA BARS

3 2

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL 3RD DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

SHEET CONTENTS: DRAFTED: SUBMITTED: RECOMMENDED:

APPROVED:

TEOTIMO C. BAGHUCAN

CHIEF,PLANNING AND DESIGN SECTION

DATE: DATE:

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE:

SET NO. SHEET NO.

9

DATE:

GUMER M. CASTILLO, ASEAN Eng.,DPA

ASSISTANT DISTRICT ENGINEERLOUIEL IAN R. LOMOTOS

ENGINEER II

CARINA L. ABREA

ARCHITECT II

PREPARED:

5

BEAM LAYOUT

NTS

AS SHOWN

MARK ANTHONY B. BUAL

ENGINEER I

PROJECT NAME AND LOCATION:

C.Y.2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM

LOCAL INFRASTRUCTURE PROGRAM

BUILDINGS AND OTHER STRUCTURES

MULTIPURPOSE / FACILITIES

CONSTRUCTION OF MULTI-PURPOSE BUILDING

AT CABIDIAN, MABINI, BOHOL

REVIEWED:

6 in x 2 in x 2mm @ 700mm O.C. CEE PURLIN

2- 63mm x 63mm x 6mm ANGLE BAR (TOP & BOT. CHORD)

2- 50mm x 50mm x 6mm ANGLE BAR (WEB MEMBER)

Prepainted Metal Sheets (Rib Type, Long Span)

16mmØ ROUND BARS CROSS BRACING

WITH 16mm STD. TURNBUCKLES

12mmØ ROUND BARS SAGROD (STAGGERED)

STEEL STRUT 1

STEEL STRUT 2

BEAMS AND COLUMNS PROVIDED W/ PAINTING

MATERIALS

4"X4" ANGULAR CLEATS

5000

5000

5000

17000

A B

1000

16000

FASCIA FRAME FASCIA FRAME

FA

SC

IA

F

RA

ME

FA

SC

IA

F

RA

ME

FA

SC

IA

F

RA

ME

FA

SC

IA

F

RA

ME

FA

SC

IA

F

RA

ME

FA

SC

IA

F

RA

ME

ST

-1

ST

-1

ST

-1

ST

-1

ST

-1

ST

-1

ST

-2

ST

-2

ST

-2

1000

TRUSS 1 TRUSS 1

TRUSS 1 TRUSS 1

TRUSS 1 TRUSS 1

TRUSS 1 TRUSS 1

150mm x50mm x 20mmx 2mm - CEE PURLINS

SPACE @ 700 O.C.

12mmØ ROUND BARSAG ROD

(3-LINES EVERY BAY"STAGGERED")

16mmØ BAR CROSSBRACING

1

7

0

0

5700

2

DETAIL-A

SEE ST-2 DETAIL

SEE DET. B

SEE DET.C

700

COLUMN 1 COLUMN 1

16450

2 - 63x63x6mm

2 - 50x50x6mm

9947.39

800

9947.39

3745

1

1

16000

7

0

0

3000

800 800 800 800 800 800 800 800 800

713 713

SEE ST-1 DETAIL

SEE DET. D

3745

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL 3RD DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

SHEET CONTENTS: DRAFTED: SUBMITTED: RECOMMENDED:

APPROVED:

TEOTIMO C. BAGHUCAN

CHIEF,PLANNING AND DESIGN SECTION

DATE: DATE:

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE:

SET NO. SHEET NO.

9

DATE:

GUMER M. CASTILLO, ASEAN Eng.,DPA

ASSISTANT DISTRICT ENGINEER

LOUIEL IAN R. LOMOTOS

ENGINEER II

CARINA L. ABREA

ARCHITECT II

PREPARED:

6

ROOF FRAMING PLAN

NTS

ELEVATION OF TRUSS-1

NTS

SAMPLE PERSPECTIVE

NTS

MARK ANTHONY B. BUAL

ENGINEER I

PROJECT NAME AND LOCATION:

C.Y.2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM

LOCAL INFRASTRUCTURE PROGRAM

BUILDINGS AND OTHER STRUCTURES

MULTIPURPOSE / FACILITIES

CONSTRUCTION OF MULTI-PURPOSE BUILDING

AT CABIDIAN, MABINI, BOHOL

REVIEWED:

CONN.DETAIL SAG ROD

DETAIL PURLIN CONNECTION

SAGROD DETAIL

6"x2"x2.0 PURLIN

TOP OF

TRUSS

TECKSCREW WITH NEOPRENE

WASHER

Prepainted Metal Sheets

(Rib Type, Long Span)

BENT P 4mm THK

x140 x 100 LEG x 50 LEG

(FILLET WELD TO TOP CHORD AND

BOLT TO PURLINS) OF STL FRAME

TOP CHORD

12mm THICK

BUCKLE PLATE

150

50 150

20

0

50

10

05

0

PURLIN DETAIL

6 in x 2 in x 2mm CEE

PURLIN

12mmØ SAG ROD

w/ NUT & WASHER

TOP CHORD

12mmØ SAG ROD

w/ NUT & WASHER

Cleats Must be: 100mmx100m ANGLE BAR

(4"x4" ANGLE BAR)

600

1000 1000 1000 1000 1000 1000 1000

400

500500500500500500

820

1000 1000 1000 1000 1000 1000 1000

1

2 - 50x50x6mm

2 - 38x38x6mm

2

1

1

1

1

2 2 2 222

1

2 - 50x50x6mm

2 - 38x38x6mm

2

1

1

1

1

222 2 2 2

1

1 - 38x38x4.5mm

1

1

1 1 1 111

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL 3RD DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

SHEET CONTENTS: DRAFTED: SUBMITTED: RECOMMENDED:

APPROVED:

TEOTIMO C. BAGHUCAN

CHIEF,PLANNING AND DESIGN SECTION

DATE: DATE:

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE:

SET NO. SHEET NO.

9

DATE:

GUMER M. CASTILLO, ASEAN Eng.,DPA

ASSISTANT DISTRICT ENGINEER

LOUIEL IAN R. LOMOTOS

ENGINEER II

CARINA L. ABREA

ARCHITECT II

PREPARED:

7

DETAIL OF STRUT-1

NTS

DETAIL OF STRUT-2

NTS

AS SHOWN

FASCIA FRAME DETAILS

NTS

MARK ANTHONY B. BUAL

ENGINEER I

PROJECT NAME AND LOCATION:

C.Y.2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM

LOCAL INFRASTRUCTURE PROGRAM

BUILDINGS AND OTHER STRUCTURES

MULTIPURPOSE / FACILITIES

CONSTRUCTION OF MULTI-PURPOSE BUILDING

AT CABIDIAN, MABINI, BOHOL

REVIEWED:

DETAIL B

75

0

300

70

30

53

05

70

70 160 70

10

4

47

6mm THK

GUSSET PLATE

6 - Ø 16mm

BOLTS A 36

2 - 12mm THK

GUSSET PLATE

2 - 12mm THK

GUSSET PLATE

RIDGE ROLL

2 - ∠ 65x65x 6mm BAR TOP

& BOT. MEMBER

2 - ∠ 65x65x 6mm

BAR TOP & BOT. MEMBER

150mm x 65mm x 20mm x 2mm

CEE PURLIN

Prepainted Metal Sheets

(Rib Type, Long Span)

2 - ∠ 50x50x 6mm

WEB MEMBERS

200

15

0

2 - ∠ 50x50x 6mm

WEB MEMBERS

.

2 - ∠ 65x65x 6mm

BAR TOP & BOT. MEMBER

15

0

200

2 - ∠ 65x65x 6mm

BAR TOP & BOT. MEMBER

2 - ∠ 50x50x 6mm

WEB MEMBERS

.

8mm thk. GUSSET PLATE

8mm thk.

GUSSET

PLATE

60

0

75

0

60

0

DETAIL C

DETAIL A

4 - 20mmØ ANCHOR BOLTS

STEEL TRUSS

450 x 350mm x 16mm thk.

BASE PLATE

FULL WELD

ON TRUSS

FULL WELD

ON PLATE

120

70 385mm x 220mm x 8mm

thk. GUSSET PLATE

450 x 350mm x 16mm thk.

BASE PLATE

450

185

220

150

4 - 20mmØ ANCHOR BOLTS

GUTTER DETAIL

T

R

U

S

S

T

O

P

C

H

O

R

D

TRUSS BOT. CHORD

6''x 2''x 2mm CEE PURLINS

BASKET STRAINER

0.60mm (BMT)

PREPAINTED GUTTER

(0.65mm TCT)

1-38mm x 38mm x 4.5mm thk. -

ANGLE BAR FASCIA FRAME

with 400mmx0.50mm STEEL PLATE FASCIA

4''PVC DOWNSPOUT

200

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL 3RD DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

SHEET CONTENTS: DRAFTED: SUBMITTED: RECOMMENDED:

APPROVED:

TEOTIMO C. BAGHUCAN

CHIEF,PLANNING AND DESIGN SECTION

DATE: DATE:

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE:

SET NO. SHEET NO.

9

DATE:

GUMER M. CASTILLO ASEAN Eng.,DPA

ASSISTANT DISTRICT ENGINEERLOUIEL IAN R. LOMOTOS

ENGINEER II

CARINA L. ABREA

ARCHITECT II

PREPARED:

8

AS SHOWN

MARK ANTHONY B. BUAL

ENGINEER I

PROJECT NAME AND LOCATION:

C.Y.2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM

LOCAL INFRASTRUCTURE PROGRAM

BUILDINGS AND OTHER STRUCTURES

MULTIPURPOSE / FACILITIES

CONSTRUCTION OF MULTI-PURPOSE BUILDING

AT CABIDIAN, MABINI, BOHOL

REVIEWED:

DETAIL D (TRUSS TO COLUMN CONNECTION DETAIL)

5000

5000

5000

A B

3

2

1

4

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE VII

BOHOL 3RD DISTRICT ENGINEERING OFFICE

GUINDULMAN, BOHOL

SHEET CONTENTS: DRAFTED: SUBMITTED: RECOMMENDED:

APPROVED:

TEOTIMO C. BAGHUCAN

CHIEF,PLANNING AND DESIGN SECTION

DATE: DATE:

MAGITING A. CRUZ

DISTRICT ENGINEER

DATE:

SET NO. SHEET NO.

9

DATE:

GUMER M. CASTILLO ASEAN Eng.,DPA

ASSISTANT DISTRICT ENGINEERLOUIEL IAN R. LOMOTOS

ENGINEER II

CARINA L. ABREA

ARCHITECT II

PREPARED:

9

AS SHOWN

MARK ANTHONY B. BUAL

ENGINEER I

PROJECT NAME AND LOCATION:

C.Y.2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM

LOCAL INFRASTRUCTURE PROGRAM

BUILDINGS AND OTHER STRUCTURES

MULTIPURPOSE / FACILITIES

CONSTRUCTION OF MULTI-PURPOSE BUILDING

AT CABIDIAN, MABINI, BOHOL

REVIEWED: