A B C D E F G H

29.00 m
2.00m

3.00 m 5.00 m 3.00 m 6.00 m 6.00 m 3.00 m 3.00 m

TOP OF
PARAPET WALL

TOP OF ROOF
BEAM
3.20 m
9.00m

SECOND FLOOR
FFL
3.20 m

FIRST FLOOR
FFL
NGL.
0.60 m

1 FRONT VIEW
A 4

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR: FRONT ELEVATION
SAINT MARY'S UNIVERSITY
School of Engineering, Architecture & Info Technology
KALLIKIS:
SUBMITTED BY:
1
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
A 4
 1 2 3 4 5

14.60 m

5.80 m 3.80 m 2.00 m 3.00 m

TOP OF PARAPET WALL

2.00 m
TOP OF ROOF BEAM

3.20 m
9.00 m

SECOND FLOOR LINE

3.20 m

FIRST FLOOR LINE

NATURAL GRADE LINE

0.60 m

1 LEFT SIDE ELEVATION

A 5

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR: LEFT SIDE ELEVATION
SAINT MARY'S UNIVERSITY
School of Engineering, Architecture & Info Technology
KALLIKIS:
SUBMITTED BY:
1
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
A 5
 H G F E D C B A

29.00 m
2.00 m

3.00 m 3.00 m 6.00 m 6.00 m 3.00 m 5.00 m 3.00 m

TOP OF
PARAPET WALL

TOP OF ROOF
BEAM
3.20 m
9.00 m

SECOND FLOOR
FFL
3.20 m

FIRST FLOOR
FFL
NGL.
0.60 m

1 REAR ELEVATION
A 6

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR: REAR ELEVATION
SAINT MARY'S UNIVERSITY
School of Engineering, Architecture & Info Technology
KALLIKIS:
SUBMITTED BY:
1
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
A 6
 6 5 4 3 2 1
14.60 m

3.00 m 2.00 m 3.80 m 3.80 m 2.00 m

TOP OF PARAPET WALL

2.00 m
TOP OF ROOF BEAM
3.20 m
9.00 m

SECOND FLOOR LINE

3.20 m

FIRST FLOOR LINE

NATURAL GRADE LINE

0.60 m

1 RIGHT SIDE ELEVATION

A 7

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR: RIGHT SIDE ELEVATION
SAINT MARY'S UNIVERSITY
School of Engineering, Architecture & Info Technology
KALLIKIS:
SUBMITTED BY:
1
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
A 7
 26.0000

3.0000 3.1250 1.8750 3.0000 6.0000 6.0000 6.0000

5.0000

2.2000 2.0000
UTILITY ROOM

3.6000 RENTABLE SPACE 1 RENTABLE SPACE 2 RENTABLE SPACE 3 RENTABLE SPACE 4 RENTABLE SPACE 5 RENTABLE SPACE 6 3.8000

14.6000
3.8000 3.8000
OFFICE RENTABLE SPACE 11 RENTABLE SPACE 10 RENTABLE SPACE 9 RENTABLE SPACE 8 RENTABLE SPACE 7

2.0000 2.0000

LANDING LANDING

3.0000 RAMP UP LANDING RAMP UP

RAMP UP

LANDING LANDING

2.0000 6.0000 1.5000 6.0000 1.5000 4.1125 1.8750

GROUNDFLOOR PLAN

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 26.0000

3.0000 3.1250 1.8750 3.0000 6.0000 6.0000 6.0000

2.2000 2.0000

3.6000 RENTABLE SPACE 12 RENTABLE SPACE 13 RENTABLE SPACE 14 RENTABLE SPACE 15 RENTABLE SPACE 16 RENTABLE SPACE 17 3.8000

14.6000
3.8000 3.8000
RENTABLE SPACE 18 RENTABLE SPACE 19 RENTABLE SPACE 20 RENTABLE SPACE 21 RENTABLE SPACE 22 RENTABLE SPACE 23

2.0000 2.0000
RAMP DOWN

LANDING LANDING

3.0000 LANDING

LANDING LANDING

2.0000 6.0000 1.5000 6.0000 1.5000 4.1125 1.8750

SECOND FLOOR PLAN

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 26.0000

3.0000 3.1250 1.8750 3.0000 6.0000 6.0000 6.0000

S
2.2000 2.0000

S
3.6000 DRYGOODS HANDICRAFTS CELLPHONE WATCH CELLPHONE HANDICRAFTS 3.8000
SHOP REPAIR SHOP

S
S

S
14.6000
3.8000 OFFICE DRUGSTORE BARBERSHOP SALON BARBERSHOP DRUGSTORE 3.8000

S
S

S
S
S

2.0000 2.0000

S
S

LANDING LANDING

3.0000 RAMP UP LANDING RAMP UP

RAMP UP

LANDING LANDING

2.0000 6.0000 1.5000 6.0000 1.5000 4.1125 1.8750

FIRST FLOOR LIGHTING LAYOUT

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 26.0000

3.0000 3.1250 1.8750 3.0000 6.0000 6.0000 6.0000

S
2.2000 2.0000

S
S
S

S
3.6000 FOOTWEAR CLOTHING CLOTHING CLOTHING CLOTHING FOOTWEAR 3.8000

S
S

S
14.6000
3.8000 CLOTHING CLOTHING APPLIANCE APPLIANCE CLOTHING CLOTHING 3.8000

S
S

S
S SHOP SHOP

S
S

S
2.0000 2.0000

S
S

LANDING LANDING

3.0000 RAMP UP LANDING RAMP UP

RAMP UP

LANDING LANDING

2.0000 6.0000 1.5000 6.0000 1.5000 4.1125 1.8750

SECOND FLOOR LIGHTING LAYOUT

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 26.0000

3.0000 3.1250 1.8750 3.0000 6.0000 6.0000 6.0000

2.2000 2.0000

PANEL BOARD

3.6000 DRYGOODS HANDICRAFTS CELLPHONE WATCH CELLPHONE HANDICRAFTS 3.8000

SHOP REPAIR SHOP

14.6000
3.8000 OFFICE DRUGSTORE BARBERSHOP SALON BARBERSHOP DRUGSTORE 3.8000

2.0000 2.0000

LANDING LANDING

3.0000 RAMP UP LANDING RAMP UP

RAMP UP

LANDING LANDING

2.0000 6.0000 1.5000 6.0000 1.5000 4.1125 1.8750

GROUND FLOOR POWER LAYOUT

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 26.0000

3.0000 3.1250 1.8750 3.0000 6.0000 6.0000 6.0000

2.2000 2.0000

PANEL BOARD

3.6000 FOOTWEAR CLOTHING CLOTHING CLOTHING CLOTHING FOOTWEAR 3.8000

14.6000
3.8000 CLOTHING CLOTHING APPLIANCE APPLIANCE CLOTHING CLOTHING 3.8000
SHOP SHOP

2.0000 2.0000

LANDING LANDING

3.0000 RAMP UP LANDING RAMP UP

RAMP UP

LANDING LANDING

2.0000 6.0000 1.5000 6.0000 1.5000 4.1125 1.8750

SECOND FLOOR POWER LAYOUT

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 0.05 M X 0.075 M X 0.010 M X 1.20 M
CONCRETE SCUPPER DRAIN LIPPED CHANNEL-PURLINS SPACED @
0.60 M O.C. W/ 0.050 M X 0.050 M X 0.060 M
3
(16 ") THK. ANGLE BAR CLEATS
CONCRETE UP-STAND FOR CONCRETE GUTTER
(SEE DETAIL)

26.00 M

3.0000 5.0000 3.0000 6.0000 6.0000 6.0000 TRUSS SPACED @ 3.00 M

5.8000

14.60 M

5.8000

3.0000

5.0000 3.0000 6.0000 6.0000 3.0000

ROOF FRAMING

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 0.06 MM THK. RIBTYPE LONG SPAN ROOF

26.0000

S SPACED @ 3.00 M 3.0000 5.0000 3.0000 6.0000 6.0000 6.0000

CONCRETE GUTTER

5.8000

SLOPE SLOPE SLOPE

CONCRETE GUTTER
14.6000
CONCRETE GUTTER

5.8000

SLOPE SLOPE SLOPE

3.0000

CONCRETE GUTTER

5.0000 3.0000 6.0000 6.0000 3.0000

ROOF PLAN

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 A B C D E F G H
3000 5000 3000 6000 6000 3000 3000

1950 2100 2000 2150 2050 1900 1900

2100

2000

2150

2050
1950

1900

1900
4
C1 C2 C3 C4 C5 C6 C7

FC1 FC2 FC3 FC4 FC5 FC6 FC7

5800

2
2600 2850 2600
2450 2400 2200
1850 2100

1 1
2450

2400

2600

2850

2600

2200

2100
1850

3
C8 C9 C10 C11 C12 C13 C14 C15

FC8 FC15
FC9 FC10 FC14
FC11 FC12 FC13
5800

2
2450 2350 2550 2350
2200 2100 2000
1900
2450

2200

2350

2550

2350

2100

2000
1900

2
C16 C17 C18 C19 C20 C21 C22 C23

FC16 2050 FC22 FC23

3000

1700 FC17 1800 FC18 1900 FC19 1900 FC21 1600

FC20

2050
1700

1800

1900

1900

1600
1
C24 C25 C26 C27 C28 C29

FC24 FC25 FC26 FC28 FC29

FC27

FOOTING LAYOUT
(SCALE 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
FOOTING SCHEDULE (C28:Fy414)

FOOTING DIMENSION FOOTING REINFORCEMENT

FOOTING COLUMN FOOTING REMARKS
BOTTOM TOP

COLUMN LINKS
NUMBERS NUMBERS TYPE STEP L B D1 D2
ALONG B ALONG L ALONG B ALONG L

LD
FC1 C1 Pad - 1950 1950 300 - #16@195 C/C #16@240 C/C #16@300 C/C #16@300 C/C -
16 mm @300 C/C (T)
FC2 C2 Pad - 2100 2100 300 - #16@170 C/C #16@205 C/C #16@300 C/C #16@300 C/C - 16 mm @175 C/C (B)

FC3 C3 Pad - 2000 2000 300 - #16@185 C/C #16@220 C/C #16@300 C/C #16@300 C/C - EL. 1.5m
BOF

400
FC4 C4 Pad - 2150 2150 300 - #16@165 C/C #16@195 C/C #16@300 C/C #16@300 C/C -

FC5 C5 Pad - 2050 2050 300 - #16@185 C/C #16@225 C/C #16@300 C/C #16@300 C/C -
150 THK PCC 16 mm @300 C/C (T)
FC6 C6 Pad - 1900 1900 300 - #16@210 C/C #16@250 C/C #16@300 C/C #16@300 C/C - 16 mm @145 C/C (B)
FC7 C7 Pad - 1900 1900 300 - #16@210 C/C #16@250 C/C #16@300 C/C #16@300 C/C - 150 2850

FC8 C8 Pad - 1850 1850 300 - #16@220 C/C #16@260 C/C #16@300 C/C #16@300 C/C -
SECTION 1-1
FC9 C9 Pad - 2450 2450 350 - #16@160 C/C #16@190 C/C #16@300 C/C #16@300 C/C - DETAIL OF FOOTING FC12
(SCALE 1:50)
FC10 C10 Pad - 2400 2400 350 - #16@170 C/C #16@200 C/C #16@300 C/C #16@300 C/C -

FC11 C11 Pad - 2600 2600 375 - #16@160 C/C #16@195 C/C #16@300 C/C #16@300 C/C -

FC12 C12 Pad - 2850 2850 400 - #16@145 C/C #16@175 C/C #16@300 C/C #16@300 C/C -
2
FC13 C13 Pad - 2600 2600 375 - #16@160 C/C #16@190 C/C #16@300 C/C #16@300 C/C -

FC14 C14 Pad - 2200 2200 325 - #16@180 C/C #16@215 C/C #16@300 C/C #16@300 C/C -

FC15 C15 Pad - 2100 2100 300 - #16@170 C/C #16@205 C/C #16@300 C/C #16@300 C/C - 16 mm @300 C/C (T) 16 mm @175 C/C (B)

FC16 C16 Pad - 1900 1900 300 - #16@210 C/C #16@250 C/C #16@300 C/C #16@300 C/C -

FC17 C17 Pad - 2450 2450 350 - #16@165 C/C #16@200 C/C #16@300 C/C #16@300 C/C -

FC18 C18 Pad - 2200 2200 325 - #16@180 C/C #16@215 C/C #16@300 C/C #16@300 C/C -
16 mm @145 C/C (B)
FC19 C19 Pad - 2350 2350 325 - #16@155 C/C #16@190 C/C #16@300 C/C #16@300 C/C - 1 1
FC20 C20 Pad - 2550 2550 375 - #16@165 C/C #16@195 C/C #16@300 C/C #16@300 C/C -

2850
FC21 C21 Pad - 2350 2350 325 - #16@155 C/C #16@185 C/C #16@300 C/C #16@300 C/C -

FC22 C22 Pad - 2100 2100 300 - #16@170 C/C #16@205 C/C #16@300 C/C #16@300 C/C -

FC23 C23 Pad - 2000 2000 300 - #16@195 C/C #16@225 C/C #16@300 C/C #16@300 C/C - 16 mm @300 C/C (T)
FC24 C24 Pad - 1700 1700 300 - #16@265 C/C #16@300 C/C #16@300 C/C #16@300 C/C -

FC25 C25 Pad - 1800 1800 300 - #16@235 C/C #16@285 C/C #16@300 C/C #16@300 C/C -
2850
150 THK PCC
FC26 C26 Pad - 1900 1900 300 - #16@210 C/C #16@250 C/C #16@300 C/C #16@300 C/C -

FC27 C27 Pad - 2050 2050 300 - #16@185 C/C #16@225 C/C #16@300 C/C #16@300 C/C -

FC28 C28 Pad - 1900 1900 300 - #16@210 C/C #16@240 C/C #16@300 C/C #16@300 C/C -

FC29 C29 Pad - 1600 1600 300 - #16@300 C/C #16@300 C/C #16@300 C/C #16@300 C/C -
2

FOOTING SCHEDULE FOOTING FC12- PLAN

(SCALE 1:50) (SCALE 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 A B C D E F G H EL. 8.500
TOC
3000 5000 3000 6000 6000 3000 3000

ZONE
SCR
12-16 mm

3 3

Z1
6
C1 C2 C3 C4 C5 C6 C7
2000

Z2
5
C8 C9

SCR ZONE ZONE Z1

EL. 5.300

SCR
3800

TOC

12-16 mm
4
C10 C11 C12 C13 C14 C15 C16 C17
2 2

Z1
S10L TO S12L
14600.0000
3800

Z2
3

Z1
C18 C19 C20 C21
2000

ZONE
SCR
EL. 1.500
2 TOC
C22 C23 C24 C25 C26 C27 C28 C29
3000

12-16 mm

1 1
EL. 0

230
1 BOF
C30 C31 C32 C33 C34 C35
70
S TYPICAL COLUMN ELEVATION
- (SCALE 1:50)

S COLUMN LAYOUT
- (SCALE 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 SIZE 400 X 400 400 X 400 400 X 400 400 X 400 400 X 400
0M
STEEL 12-16 mm 12-16 mm 12-16 mm 12-16 mm 12-16 mm
TO
LINKS 10 mm mm @75 C/C + 10 mm mm @150 C/C 10 mm mm @75 C/C + 10 mm mm @150 C/C 10 mm mm @75 C/C + 10 mm mm @150 C/C 10 mm mm @75 C/C + 10 mm mm @150 C/C 10 mm mm @75 C/C + 10 mm mm @150 C/C
8.5 M
MATERIAL C28 : Fy414 (M) : Fy276 (S) C28 : Fy414 (M) : Fy276 (S) C28 : Fy414 (M) : Fy276 (S) C28 : Fy414 (M) : Fy276 (S) C28 : Fy414 (M) : Fy276 (S)

SCR ZONE @ 3800 H - 635 : @ 3200 H - 450 @ 3800 H - 635 : @ 3200 H - 450 @ 3800 H - 635 : @ 3200 H - 450 @ 3800 H - 635 : @ 3200 H - 450 @ 3800 H - 635 : @ 3200 H - 450

COLUMN MARKED C1, C2, C3, C4, C5, C8, C9, C14, C15 C17 C22 C29
C6, C7, C10, C11,
C12, C13, C16, C18,
C19, C20, C21, C23,
C24, C25, C26, C27,
C28

COLUMN SCHEDULE
NOTES:
1. (M) – STEEL GRADE FOR MAIN REINFORCEMENT
2. (S) – STEEL GRADE FOR SHEAR REINFORCEMENT/LINKS

C28 : Fy414 (M) : Fy276 (S) , COVER = 50MM C28 : Fy414 (M) : Fy276 (S) , COVER = 50MM C28 : Fy414 (M) : Fy276 (S) , COVER = 50MM C28 : Fy414 (M) : Fy276 (S) , COVER = 50MM C28 : Fy414 (M) : Fy276 (S) , COVER = 50MM
CONFINING ZONE = 450 MM CONFINING ZONE = 450 MM CONFINING ZONE = 450 MM CONFINING ZONE = 450 MM CONFINING ZONE = 450 MM

0M

Z1 MAIN LINK Z1 OTHERS Z2 LINKS Z1 MAIN LINK Z1 OTHERS Z2 LINKS Z1 MAIN LINK Z1 OTHERS Z2 LINKS Z1 MAIN LINK Z1 OTHERS Z2 LINKS Z1 MAIN LINK Z1 OTHERS Z2 LINKS
TO
10 mm @ 75 10 mm @ 75 10 mm @ 150 10 mm @ 75 10 mm @ 75 10 mm @ 150 10 mm @ 75 10 mm @ 75 10 mm @ 150 10 mm @ 75 10 mm @ 75 10 mm @ 150 10 mm @ 75 10 mm @ 75 10 mm @ 150

8.5 M
400

400

400

400

400
16 mm 16 mm 16 mm 16 mm 16 mm
400 400 400 400 400

12-16 mm 12-16 mm 12-16 mm 12-16 mm 12-16 mm

COLUMN MARKED C1, C2, C3, C4, C5, C8, C9, C14, C15 C17 C22 C29
C6, C7, C10, C11,
C12, C13, C16, C18,
C19, C20, C21, C23,
C24, C25, C26, C27,
C28

COLUMN AND WALL SCHEDULE

(SCALE 1:25)
NOTES:
1. BE = BOUNDARY ELEMENT AS PER NSCP C101 - 2015. PROVIDE CONFINING REINFORCEMENT ACROSS ENTIRE HEIGHT OF WALL IN THE BOUNDARY ELEMENT
2. Z1 = SPECIAL CONFINING ZONE AS PER NSCP C101 - 2015, Z2 = REMAINING ZONES AS PER NSCP C101 - 2015
3. (M) – STEEL GRADE FOR MAIN REINFORCEMENT
4. (S) – STEEL GRADE FOR SHEAR REINFORCEMENT/LINKS

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 A B C D E F G H
3000 5000 3000 6000 6000 3000 3000

B1 B2 B3 B4 B5 B6
6
C1 C2 C3 C4 C5 C6 C7
2000

B51

B55
B7
5
C8 C9
B34

B37

B40

B43

B46
3800

B50

B54
B8 B9 B10 B11 B12 B13 B14
4
C10 C11 C12 C13 C14 C15 C16 C17
3800

B30

B33

B49

B53
B36

B39

B42

B45
B15 B16
3
C18 C19 C20 C21
2000

B29

B32

B48

B52
B17 B18 B19 B20 B21 B22 B23
2
C22 C23 C24 C25 C26 C27 C28 C29
3000

B31

B35

B38

B41

B44

B47
B24 B25 B26 B27 B28
1
C30 C31 C32 C33 C34 C35

S TIE BEAM LAYOUT

- (SCALE 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
TIEBEAM SCHEDULE (C28 : Fy414 (MAIN) : Fy276 (SHEAR)) (LEVEL: 1.5 m)
SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT
BEAM SHEAR STIRRUPS SFR REMARKS
NUMBERS B D STRAIGHT CURTAILED EXTRA EXTRA STRAIGHT EXTRA EXTRA
LEFT RIGHT LEFT SUPP RIGHT SUPP
B26 250 500 2-T16 1-16 mm - - 3-16 mm - - 46-2L-10 mm @95,145,95 C/C 2-12 mm EF -
2-16 mm

B27 250 500 Refer Detail

B28 250 500 Refer Detail

B29,B48 250 500 2-T16 1-16 mm - - 3-16 mm - - 49-2L-10 mm @95,125,95 C/C 3-12 mm EF -

B30 250 500 2-16 mm - 1-16 mm - 3-16 mm - - 28-2L-10 mm @95,105,85 C/C 3-12 mm EF -

B31 250 500 2-T16 1-16 mm - - 3-16 mm - - 56-2L-10 mm @90,100,95 C/C 3-12 mm EF -

B32 250 500 2-T16 1-16 mm - - 3-16 mm - - 44-2L-10 mm @95,150,95 C/C 3-12 mm EF -

B33,B39,B42 250 500 2-16 mm - 1-16 mm - 3-16 mm - - 28-2L-10 mm @95,110,85 C/C 3-12 mm EF -

B34,B35,B43,B44 250 500 2-T16 1-16 mm - - 3-16 mm - - 46-2L-10 mm @95,140,95 C/C 3-12 mm EF -

B36 250 500 2-16 mm - 1-16 mm - 2-20 mm - - 28-2L-10 mm @95,110,85 C/C 3-12 mm EF -

B37 250 500 Refer Detail

B38 250 500 2-T16 1-16 mm - - 2-20 mm - - 46-2L-10 mm @95,140,95 C/C 3-12 mm EF -

B40,B41 250 500 2-T16 1-16 mm - - 3-16 mm - - 48-2L-10 mm @95,130,95 C/C 3-12 mm EF -

B45 250 500 2-16 mm - 1-16 mm - 2-20 mm - - 28-2L-10 mm @95,105,85 C/C 3-12 mm EF -

B46 250 500 Refer Detail

B47 250 500 Refer Detail

B49 250 500 2-T16 1-16 mm - - 3-16 mm - - 54-2L-10 mm @95,105,95 C/C 3-12 mm EF -

TIE BEAM SCHEDULE

(SCALE: H = 1:50 / V = 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 TIEBEAM SCHEDULE (C28 : Fy414 (MAIN) : Fy276 (SHEAR)) (LEVEL: 1.5 m)
SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT
BEAM SHEAR STIRRUPS SFR REMARKS
NUMBERS B D STRAIGHT CURTAILED EXTRA EXTRA STRAIGHT EXTRA EXTRA
LEFT RIGHT LEFT SUPP RIGHT SUPP

B1 250 500 2-T16 1-16 mm - - 3-16 mm - - 39-2L-10 mm @95,150,95 C/C 3-12 mm EF -

B2,B5,B6,B23 250 500 3-16 mm - - - 3-16 mm - - 27-2L-10 mm @95,110,95 C/C 2-12 mm EF -

B3,B4 250 500 2-T16 1-16 mm - - 3-16 mm - - 45-2L-10 mm @95,150,95 C/C 3-12 mm EF -

B7,B15,B16 250 500 2-16 mm - - - 2-16 mm - - 7-2L-10 mm @150 C/C - CANTILEVERED

B8 250 500 3-16 mm - - - 3-16 mm - - 28-2L-10 mm @90,105,95 C/C 3-12 mm EF -

B9 250 500 2-T16 1-16 mm - - 3-16 mm - - 40-2L-10 mm @95,140,95 C/C 3-12 mm EF -

B10 250 500 3-16 mm 3-16 mm 3-12 mm EF Refer Detail

B11 250 500 2-16 mm - - 1-16 mm 3-20 mm - - 60-2L-10 mm @80,100,85 C/C 3-12 mm EF -

B12 250 500 2-16 mm - 1-16 mm - 3-20 mm - - 60-2L-10 mm @85,100,80 C/C 3-12 mm EF -

B13 250 500 3-16 mm 3-16 mm 29-2L-10 mm @90,105,90 C/C 3-12 mm EF Refer Detail

B14,B25 250 500 3-16 mm - - - 3-16 mm - - 29-2L-10 mm @90,105,90 C/C 3-12 mm EF -

B17 250 500 3-16 mm - - - 3-16 mm - - 27-2L-10 mm @95,110,95 C/C 3-12 mm EF -

B18 250 500 2-T16 1-16 mm - - 3-16 mm - - 41-2L-10 mm @95,130,95 C/C 3-12 mm EF -
2-16 mm

B19 250 500 3-16 mm 3-16 mm 3-12 mm EF Refer Detail

B20 250 500 2-16 mm - - 1-16 mm 3-20 mm - - 59-2L-10 mm @80,105,90 C/C 3-12 mm EF -

B21 250 500 2-16 mm - 1-16 mm - 3-20 mm - - 59-2L-10 mm @85,100,85 C/C 3-12 mm EF -

B22 250 500 3-16 mm 3-16 mm 3-12 mm EF Refer Detail

B24 250 500 2-T16 1-16 mm - - 3-16 mm - - 39-2L-10 mm @95,145,95 C/C 3-12 mm EF -

TIE BEAM SCHEDULE

(SCALE: H = 1:50 / V = 1:50)

L
250
L/4 L/4
3-16 mm
500

STP 2L-10 mm
SFR 2-12 mm EF SFR 2-12 mm EF
3-16 mm

L/6 L/6
TYPICAL TIE BEAM DESIGN
(SCALE: H = 1:50 / V = 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 A B C D E F G H
3000 5000 3000 6000 6000 3000 3000

B1 B2 B3 B4 B5 B6
6
C1 C2 C3 C4 C5 C6 C7
2000

B51

B55
B7
5
C8 C9

B34

B37

B40

B43

B46
3800

B50

B54
B8 B9 B10 B11 B12 B13 B14
4
C10 C11 C12 C13 C14 C15 C16 C17
3800

B30

B33

B49

B53
B36

B39

B42

B45
B15 B16
3
C18 C19 C20 C21
2000

B29

B32

B48

B52
B17 B18 B19 B20 B21 B22 B23
2
C22 C23 C24 C25 C26 C27 C28 C29
3000

B31

B35

B38

B41

B44

B47
B24 B25 B26 B27 B28
1
C30 C31 C32 C33 C34 C35

S BEAM LAYOUT
- (SCALE 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 BEAM SCHEDULE (C28 : Fy414 (MAIN) : Fy276 (SHEAR)) (LEVEL: 5.3 m)
SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT 2-12 mm EF
BEAM SHEAR STIRRUPS SFR REMARKS
NUMBERS B D STRAIGHT CURTAILED EXTRA EXTRA STRAIGHT EXTRA EXTRA
LEFT RIGHT LEFT SUPP RIGHT SUPP

B1 300 500 3-16 mm - - - 3-16 mm - - 41-2L-10 mm@95,135,95 C/C 2-12 mm EF -

B2,B5,B6 300 500 3-16 mm - - - 3-16 mm - - 27-2L-10 mm@95,110,95 C/C 2-12 mm EF -

B3,B4 300 500 3-16 mm - - - 3-16 mm - - 43-2L-10 mm@95,165,95 C/C 2-12 mm EF -

B7,B15,B16,B33 300 500 3-16 mm - - - 3-16 mm - - 7-2L-10 mm@165 C/C 2-12 mm EF CANTILEVERED

B8,B13,B14 300 500 3-16 mm - - - 4-16 mm - - 32-2L-10 mm@80,90,80 C/C 2-12 mm EF -

B9 300 500 3-16 mm - - - 4-16 mm - - 44-2L-10 mm@95,115,95 C/C 2-12 mm EF -

B10 300 500 3-16 mm - - - 4-16 mm - - 30-2L-10 mm@85,90,85 C/C 2-12 mm EF -

B11,B12 300 500 3-16 mm - - - 4-16 mm - - 55-2L-10 mm@90,110,95 C/C 2-12 mm EF -

B17,B23 300 500 3-16 mm - - - 4-16 mm - - 32-2L-10 mm@80,95,80 C/C 2-12 mm EF -

B18 300 500 3-16 mm - - - 4-16 mm - - 51-2L-10 mm@85,90,95 C/C 2-12 mm EF -

B19,B22 300 500 3-16 mm - - - 4-16 mm - - 33-2L-10 mm@75,90,80 C/C 2-12 mm EF -

B20,B21 300 500 3-16 mm - - - 4-16 mm - - 52-2L-10 mm@90,120,95 C/C 2-12 mm EF -

B24 300 500 3-16 mm - - - 3-16 mm - - 46-2L-10 mm@95,105,95 C/C 2-12 mm EF -

B25,B28 300 500 3-16 mm - - - 3-16 mm - - 29-2L-10 mm@90,105,90 C/C 2-12 mm EF -

B26,B27 300 500 3-16 mm - - - 3-16 mm - - 45-2L-10 mm@95,150,95 C/C 2-12 mm EF -

B29 300 500 3-16 mm - - - 4-16 mm - - 55-2L-10 mm@90,105,95 C/C 2-12 mm EF -

B30 300 500 3-16 mm - - - 4-16 mm - - 27-2L-12 mm@95,115,95 C/C 2-12 mm EF -

B31 300 500 3-16 mm - - - 4-16 mm - - 63-2L-10 mm@80,85,95 C/C 2-12 mm EF -

B32 300 500 3-16 mm - - - 4-16 mm - - 48-2L-10 mm@95,130,95 C/C 2-12 mm EF -

B34,B36,B40 300 500 3-16 mm - - - 4-16 mm - - 52-2L-10 mm@95,115,90 C/C 2-12 mm EF -

B35,B37,B41 300 500 3-16 mm - - - 4-16 mm - - 51-2L-10 mm@95,115,95 C/C 2-12 mm EF -

B38 300 500 3-16 mm - - - 4-16 mm - - 53-2L-10 mm@95,110,90 C/C 2-12 mm EF -

B39 300 500 3-16 mm - - - 4-16 mm - - 53-2L-10 mm@90,110,95 C/C 2-12 mm EF -

B42 300 500 3-16 mm - - - 3-16 mm - - 2-12 mm EF Refer Detail

B43 300 500 3-16 mm - - - 3-16 mm - - 2-12 mm EF Refer Detail

B44 300 500 3-16 mm 3-16 mm 2-12 mm EF Refer Detail

B45 300 500 3-16 mm - - - 4-16 mm - - 54-2L-10 mm@95,105,95 C/C 2-12 mm EF -

B46 300 500 3-16 mm - - - 4-16 mm - - 12-2L-10 mm@95 C/C 2-12 mm EF -

S BEAM SCHEDULE
- (SCALE 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
B C D E F G H
400 400 400 400 400 400 400
4600 2600 5600 5600 2600 2600

3-16 mm

2-12 mm EF 2-12 mm EF 3-12 mm EF 3-12 mm EF 2-12 mm EF 2-12 mm EF

3-16 mm 2-16 mm 3-16 mm 2-16 mm 3-16 mm 2-16 mm 3-16 mm

435 935 935 935 935
12-2L-10 mm 17-2L-10 mm 12-2L-10 mm 12-2L-10 mm 12-2L-10 mm 12-2L-10 mm 23-2L-10 mm 12-2L-10 mm 12-2L-10 mm 23-2L-10 mm 12-2L-10 mm 12-2L-10 mm 12-2L-10 mm 12-2L-10 mm 12-2L-10 mm
@95 C/C @150 C/C @95 C/C @95 C/C 5-2L-10 mm @95 C/C @95 C/C @150 C/C @95 C/C @95 C/C @150 C/C @95 C/C @95 C/C 5-2L-10 mm @95 C/C @95 C/C 5-2L-10 mm @95 C/C
1000 1000 1000 @110 C/C 1000 1000 1000 1000 1000 1000 @110 C/C 1000 1000 @110 C/C 1000

C1 B1:250x500 C2 B2:250x500 C3 B3:250x500 C4 B4:250x500 C5 B5:250x500 C6 B6:250x500 C7

(SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50)

250
S TYPICAL BEAM LAYOUT
- (SCALE 1:50)
3-16 mm

STP 2L-10 mm

500
SFR 2-12 mm EF
3-16 mm

B1
(SCALE 1:25)

1 2 3 4
400 400 400 400
2600 5400 5400
300 300
655 1355 1355 1355 1355

T1-3-16 mm T2-3-20 mm T3-3-16 mm T4-3-20 mm T5-3-16 mm T6-3-20 mm

3-16 mm 3-20 mm
STP 2L-10 mm SFR 2-12 mm EF

500

500
STP 2L-10 mm
SFR 2-12 mm EF
B7-3-16 mm B8-3-16 mm 3-16 mm 3-16 mm

S9-19-10 mm -@90
S10-13-10 mm -@80 S11-14-10 mm -@80 S12-39-10 mm -@85 S13-12-10 mm -@95 S14-56-10 mm -@80 S15-11-10 mm -@95 B42 (LOC: 0 TO 1945) B42 (LOC: 1945 To 2600)
(SCALE 1:25) (SCALE 1:25)
1000 1000 1000 1000

C29
B42:300x500 C22
B43:300x500 C14
B44:300x500 C6
(SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50)

S TYPICAL ROOF BEAM LAYOUT

- (SCALE 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 A B C D E F G H
3000 5000 3000 6000 6000 3000 3000

B1 B2 B3 B4 B5 B6
4
C1 C2 C3 C4 C5 C6 C7
5800

B29

B32

B35

B38

B41

B44
B7 B8 B9 B10 B11 B12 B13
3
C8 C9 C10 C11 C12 C13 C14 C15
5800

B26

B28

B31

B34

B37

B40

B43
B14 B15 B16 B17 B18 B19 B20
2
C16 C17 C18 C19 C20 C21 C22 C23
3000

B27

B30

B33

B36

B39

B42
B21 B22 B23 B24 B25
1
C24 C25 C26 C27 C28 C29

S ROOF BEAM LAYOUT

- (SCALE 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT
 BEAM SCHEDULE (C28 : Fy414 (MAIN) : Fy276 (SHEAR)) (LEVEL: 8.5 m)
SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT
BEAM SHEAR STIRRUPS SFR REMARKS
NUMBERS B D STRAIGHT CURTAILED EXTRA EXTRA STRAIGHT EXTRA EXTRA
LEFT RIGHT LEFT SUPP RIGHT SUPP

B1,B21 250 500 3-16 mm - - - 3-16 mm - - 39-2L-10 mm @95,150,95 C/C 2-12 mm EF -

B2,B5,B6,B22,B25 250 500 3-16 mm - - - 3-16 mm - - 27-2L-10 mm @95,110,95 C/C 2-12 mm EF -

,B42

B3,B4,B17 250 500 2-T16 1-16 mm - - 3-16 mm - - 45-2L-10 mm @95,150,95 C/C 3-12 mm EF -

B7 250 500 3-16 mm - - - 3-16 mm - - 32-2L-10 mm @90,85,80 C/C 3-12 mm EF -

2-16 mm

B8 250 500 3-16 mm - - - 3-16 mm - - 41-2L-10 mm @95,135,95 C/C 3-12 mm EF -

B9,B16 250 500 3-16 mm - - - 3-16 mm - - 27-2L-10 mm @95,105,95 C/C 3-12 mm EF -

B10,B11 250 500 2-T16 1-16 mm - - 3-16 mm - - 46-2L-10 mm @95,145,95 C/C 3-12 mm EF -

B12 250 500 3-16 mm - - - 3-16 mm - - 29-2L-10 mm @90,105,90 C/C 3-12 mm EF -

B13 250 500 2-20 mm - - - 3-16 mm - - 28-2L-10 mm @85,105,95 C/C 2-12 mm EF -

B14 250 500 2-20 mm - - - 3-16 mm - - 27-2L-10 mm @95,105,95 C/C 2-12 mm EF -

B15 250 500 3-16 mm - - - 3-16 mm - - 40-2L-10 mm @95,140,95 C/C 3-12 mm EF -

B18 250 500 2-T16 1-16 mm - - 3-16 mm - - 45-2L-10 mm @95,150,95 C/C 3-12 mm EF -
2-16 mm

B19 250 500 3-16 mm - - - 3-16 mm - - 33-2L-10 mm @75,85,90 C/C 3-12 mm EF -

2-16 mm

B20 250 500 2-20 mm - - - 3-16 mm - - 28-2L-10 mm @90,105,95 C/C 2-12 mm EF -

B23 250 500 2-16 mm - 1-16 mm - 3-16 mm - - 45-2L-10 mm @95,150,95 C/C 3-12 mm EF -

B24 250 500 2-T16 1-16 mm - - 3-16 mm - - 40-2L-10 mm @95,195,95 C/C 3-12 mm EF -

B26 250 500 2-16 mm - 1-16 mm - 3-16 mm - - 44-2L-10 mm @95,150,95 C/C 2-12 mm EF -

B27 250 500 3-16 mm - - - 3-16 mm - - 28-2L-10 mm @95,100,90 C/C 2-12 mm EF -

B28 250 500 2-T16 1-16 mm - - 3-16 mm - - 44-2L-10 mm @95,150,95 C/C 3-12 mm EF -
2-16 mm

B29 250 500 2-16 mm - - 1-16 mm 3-16 mm - - 44-2L-10 mm @95,150,95 C/C 3-12 mm EF -

B30,B33,B36,B39 250 500 3-16 mm - - - 3-16 mm - - 30-2L-10 mm @85,90,85 C/C 3-12 mm EF -

2-16 mm

B31,B34,B43,B44 250 500 2-T16 1-16 mm - - 3-16 mm - - 44-2L-10 mm @95,150,95 C/C 3-12 mm EF -

B32,B35 250 500 2-T16 1-16 mm - - 3-16 mm - - 46-2L-10 mm @95,140,95 C/C 3-12 mm EF -
2-16 mm

B37,B40 250 500 2-T16 1-16 mm - - 3-16 mm - - 46-2L-10 mm @95,140,95 C/C 3-12 mm EF -

B38,B41 250 500 2-T16 1-16 mm - - 3-16 mm - - 47-2L-10 mm @95,135,95 C/C 3-12 mm EF -
2-16 mm

ROOF BEAM SCHEDULE

(SCALE: H = 1:50 / V = 1:50)

PROJECT TITLE: SHEET CONTENTS SHEET NO:

INSTRUCTOR:
SAINT MARY'S UNIVERSITY KALLIKIS:
School of Engineering, Architecture & Info Technology SUBMITTED BY:
A PROPOSED PUBLIC MARKET AGOOT, FREDERICK Y. MAGUIDE, ERWIN JOHN P.
BAYOMBONG, NUEVA VIZCAYA TIPAY, YRVIN P. TUMBALI, JASPER JHAY

LOCATION: Brgy. Domang, Dupax del Sur, Nueva Vizcaya CIVIL ENGINEERING PROJECT