RAMP UPPER DECK FRAMING PLAN

(1)

UG1

3100

3200350026006700

16000

UG1 UG1

UG1

UG1 UG1

UG1

US1

SCALE 1:100 MTS.

RAMP UPPER DECK FRAMING PLAN

MARK

BEAM SECTION

LEFT END SECTION MIDSPAN RIGHT END SECTION

DISCONT. CONTINOUS DISCONT. CONTINOUS

SIZE TOP BAR BOTTOM BAR

WEB BAR STIRRUPS

MARK

BEAM SECTION

WEB BAR STIRRUPS

MARK 4G - 3A

BEAM SECTION

WEB BAR STIRRUPS f'c = 4000 psi

fy = grade 40 for 12mm & below fy = grade 60 for 16mm & above

4G - 4

4G - 5

MARK

BEAM SECTION

WEB BAR STIRRUPS 4G - 6

MARK

BEAM SECTION

WEB BAR STIRRUPS 4B - 1

5 - 20Ø 4 - 20Ø 250mmX500mm

2 - 10Ø

10Ø - 1@50, 10@100,5 @150,REST=220mm O.C.

4 - 20Ø 2 - 20Ø 2 - 10Ø

10Ø - 1@50, 10@100,5 @150,REST=220mm O.C.

2 - 20Ø 250mmX450mm

2 - 10Ø

10Ø - 1@50, 10@100,5 @150,REST=220mm O.C.

2 - 10Ø 2 - 10Ø 2 - 10Ø 2 - 10Ø

5 - 20Ø 4 - 20Ø 250mmX500mm

2 - 10Ø

5 - 20Ø 4 - 20Ø 250mmX500mm

2 - 10Ø

5 - 20Ø 4 - 20Ø 250mmX500mm

2 - 10Ø 3 - 20Ø

2 - 20Ø 250mmX500mm

2 - 10Ø

250mmX500mm

10Ø - 1@50, 10@100,5 @150,REST=220mm O.C.

2 - 10Ø 2 - 10Ø 2 - 10Ø 2 - 10Ø

5 - 20Ø 3 - 20Ø 2 - 10Ø 250mmX500mm

5 - 20Ø 3 - 20Ø 2 - 10Ø 250mmX500mm 2 - 20Ø

3 - 20Ø 2 - 10Ø 250mmX500mm

5 - 20Ø 3 - 20Ø 2 - 10Ø

2 - 20Ø 3 - 20Ø 250mmX500mm

10Ø - 1@50, 10@100,5 @150,REST=220mm O.C.

2 - 10Ø 2 - 10Ø 2 - 10Ø 2 - 10Ø

5 - 20Ø 3 - 20Ø 250mmX500mm

5 - 20Ø 3 - 20Ø 250mmX500mm 250mmX500mm

4 - 20Ø 2 - 20Ø 250mmX500mm

4 - 20Ø 2 - 20Ø 250mmX500mm 2 - 20Ø

2 - 20Ø 250mmX500mm

2 - 20Ø

2 - 20Ø 250mmX450mm

2 - 20Ø

2 - 20Ø 250mmX450mm

3 - 20Ø

2 - 20Ø 250mmX450mm

2 - 20Ø

2 - 20Ø 250mmX450mm

2 - 20Ø

MARK

BEAM SECTION

WEB BAR STIRRUPS

MARK

BEAM SECTION

WEB BAR STIRRUPS

MARK 2G - 1

BEAM SECTION

2G - 1A

2G - 1B

MARK

BEAM SECTION

WEB BAR STIRRUPS 2G -2

MARK

BEAM SECTION

WEB BAR STIRRUPS 2G - 3

6 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

6 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

6 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

6 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø 3 - 25Ø

3 - 25Ø 300mmX600mm

2 - 12Ø

10Ø - 1@50, 12@100,5 @150,REST=220mm O.C.

7 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

7 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

7 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

7 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø 3 - 25Ø

3 - 25Ø 300mmX600mm

2 - 12Ø

5 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

10Ø - 1@50, 12@100,5 @150,REST=220mm O.C.

5 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

3 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

5 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

5 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

3 - 25Ø 300mmX600mm

2 - 12Ø

3 - 25Ø 2 - 12Ø

3 - 25Ø 3 - 25Ø 2 - 12Ø

3 - 25Ø 2 - 12Ø

3 - 25Ø 2 - 12Ø 10Ø - 1@50, 12@100,5 @150,REST=220mm O.C.

6 - 25Ø 5 - 25Ø 300mmX600mm

2 - 12Ø

10Ø - 1@50, 12@100,5 @150,REST=220mm O.C.

6 - 25Ø 5 - 25Ø 300mmX600mm

2 - 12Ø

3 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

6 - 25Ø 5 - 25Ø 300mmX600mm

2 - 12Ø

6 - 25Ø 5 - 25Ø 300mmX600mm

2 - 12Ø

MARK

BEAM SECTION

WEB BAR STIRRUPS

MARK

BEAM SECTION

WEB BAR STIRRUPS

MARK 2G - 3A

BEAM SECTION

2G - 4

2G - 4A

MARK

BEAM SECTION

WEB BAR STIRRUPS 2G -5

MARK

BEAM SECTION

WEB BAR STIRRUPS 2B - 1

7 - 25Ø 5 - 25Ø 300mmX600mm

2 - 12Ø 2 - 12Ø 2 - 12Ø 2 - 12Ø

3 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

10Ø - 1@50, 12@100,5 @150,REST=220mm O.C.

4 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

3 - 25Ø 300mmX600mm

2 - 12Ø

3 - 25Ø 2 - 12Ø

3 - 25Ø 2 - 12Ø 2 - 25Ø

3 - 25Ø 300mmX600mm

2 - 12Ø

5 - 25Ø 4 - 25Ø 300mmX600mm

2 - 12Ø

10Ø - 1@50, 12@100,5 @150,REST=220mm O.C.

5 - 25Ø 4 - 25Ø 300mmX600mm

2 - 12Ø

3 - 25Ø 3 - 25Ø 300mmX600mm

2 - 12Ø

5 - 25Ø 4 - 25Ø 300mmX600mm

2 - 12Ø

5 - 25Ø 4 - 25Ø 300mmX600mm

2 - 12Ø

6 - 25Ø 6 - 25Ø 300mmX600mm

2 - 12Ø 2 - 12Ø 2 - 12Ø 2 - 12Ø 2 - 12Ø

10Ø - 1@50, 12@100,5 @150,REST=220mm O.C.

3 - 25Ø 2 - 25Ø 300mmX500mm

2 - 12Ø

10Ø - 1@50, 10@100,5 @150,REST=220mm O.C.

2 - 12Ø

2 - 25Ø 5 - 25Ø 2 - 12Ø 7 - 25Ø

5 - 25Ø 300mmX600mm

7 - 25Ø 5 - 25Ø 300mmX600mm

5 - 25Ø

300mmX600mm 5 - 25Ø

300mmX600mm 5 - 25Ø 300mmX600mm

4 - 25Ø

300mmX600mm 4 - 25Ø

6 - 25Ø 6 - 25Ø 300mmX600mm

6 - 25Ø 6 - 25Ø 300mmX600mm 2 - 25Ø

2 - 25Ø 300mmX600mm

3 - 25Ø 2 - 25Ø 300mmX500mm

2 - 12Ø 3 - 25Ø 2 - 25Ø 300mmX500mm

2 - 12Ø 3 - 25Ø 2 - 25Ø 300mmX500mm 300mmX500mm

US2 US1

REPUBLIC OF THE PHILIPPINES OFFICE OF THE BUILDING OFFICIAL

RECOMMENDING APPROVAL :

HEAD STR'L SEC. DATE APPROVED :

BUILDING OFFICIAL DATE TACLOBAN CITY

10

SCHEDULE OF BEAMS U-ROOFDECK RAMP

FRAMING PLAN

SHEET CONTENTS: SHEET NO./

S

12

LOCATION: TACLOBAN CITY, LEYTE

PLACE: TIN:

PRC No.: VALIDITY:

CIVIL ENGINEER

DATE:

ENGR. JOMAR S. ESTREBELLO, ME1, CE

REPUBLIC ACT 9266

DRAWINGS AND SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS DULY SIGNED, STAMPED OR SEALED, AS

INSTRUMENTS OF SERVICE, ARE THE INTELLECTUAL PROPERTY AND DOCUMENT OF THE ARCHITECT, WHETHER THE OBJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. IT SHALL BE UNLAWFUL FOR ANY PERSON TO DUPLICATE OR TO MAKE COPIES OF SAID DOCUMENTS FOR USE IN THE REPETITION OF AND FOR OTHER PROJECTS OR BUILDINGS, WHETHER EXECUTED PARTY OR IN WHOLE, WITHOUT THE WRITTEN CONSENT OF ARCHITECT OR AUTHOR OF SAID DOCUMENT.

DESIGNED FOR:

PROJECT NAME: NOTED BY:

CONSTRUCTION OF MEN'S FOUR (4) STOREY DORMITORY BUILDING

PHASE 01 (AS-BUILT)

RECOMMENDING APPROVAL:

DR. EVELYN B. AGUIRRE

CHECKED BY: APPROVED BY:

UNIVERSITY PRESIDENT JUDE A. DUARTE, DPA VP for ADMINISTRATION & FINANCE

PROJECT CONTROL ENGINEER ENGR. CLINTON VAL BRIGOLA SEAL

SIGNATURE

SURIGAO CITY 0117516 1231880

3-31-22 1-23-20 444-404-384-000 PTR No.:

CONFORMED BY:

CAO, ADMINISTRATION REYNALDO B. GARNACE, DA PROJECT ENGINEER

ENGR. CARLITO A. ELLAZAR

(2)

CLEAR SPAN MAIN REINFORCEMENT .125M

.150M .175M .200M

16mmØ @ 200mm O.C.

L/4

STAIR DETAIL

1000

250

800

THICKNESS

REMARKS 4M

5M 6M 7M

16mmØ @ 150mm O.C.

16mmØ @ 125mm O.C.

16mmØ @ 100mm O.C.

CLEAR SPAN

SCALE NTS

LAP SPLICE LENGTH:

AT ANY LEVEL NO MORE THAN

SHALL BE 600mm.

REQ'D. BOTT. BARS @ SUPPORT TWO ADJACENT BARS SPLICES SPLICED. MIN. DISTANCE BET.

ALTERNATE BARS SHOULD BE

TOP BARS @ SUPPORT (CONT.)

CONF. REINF. TIES LAT. TIES

BOTTOM BARS AT MID SPAN

@ SUPPORT EXTRA TOP BARS

TYP DETAIL OF COL. LAP SPLICE

& EXT. GIRDER TO COL. CONNEC.

MARK

BEAM SECTION

WEB BAR STIRRUPS

MARK

BEAM SECTION

WEB BAR STIRRUPS

MARK R-1

BEAM SECTION

R - 2

R-3

MARK

BEAM SECTION

LEFT END SECTION MIDSPAN FREE - END SECTION

WEB BAR STIRRUPS RC -1

MARK

BEAM SECTION

LEFT END SECTION MIDSPAN FREE - END SECTION

WEB BAR STIRRUPS RC - 2

10Ø - 1@50, 12@100,5 @150,REST=220mm O.C.

3 - 20Ø 3 - 20Ø 250mmX500mm

2 - 10Ø

10Ø - 1@50, 10@100,5 @150,REST=220mm O.C.

6 - 25Ø 6 - 25Ø 300mmX600mm

2 - 12Ø 2 - 12Ø 2 - 12Ø 2 - 12Ø 2 - 12Ø

6 - 25Ø 6 - 25Ø 300mmX600mm

6 - 25Ø 6 - 25Ø 300mmX600mm 2 - 25Ø

2 - 25Ø 300mmX600mm

3 - 20Ø 3 - 20Ø 250mmX500mm

2 - 10Ø

3 - 20Ø 3 - 20Ø 250mmX500mm

2 - 10Ø

3 - 20Ø 3 - 20Ø 250mmX500mm

2 - 10Ø

3 - 20Ø 3 - 20Ø 250mmX500mm

2 - 10Ø

4 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø

10Ø - 1@50, 10@100,5 @150,REST=220mm O.C.

4 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø

4 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø

4 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø 2 - 20Ø

3 - 20Ø 300mmX500mm

2 - 10Ø

3 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø

10Ø - 1@50,REST=100mm O.C.

3 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø

3 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø

10Ø - 1@50,REST=100mm O.C.

4 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø

4 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø

4 - 20Ø 2 - 20Ø 300mmX500mm

2 - 10Ø

MARK THICKNESS (mm)

BAR LOCATION

SPACING OF REINFORCEMENT BAR ( mm )

SHORT DIRECTION BARS LONG DIRECTION BARS

DISCONT. MIDSPAN CONTINOUS DISCONT. MIDSPAN CONTINOUS

REMARKS

S-1 125

S-2

TOP BAR BOTTOM BAR

f'c = 4000 psi

12Ø @ 100mm

TOP BAR BOTTOM BAR

NONE NONE

NONE NONE 12Ø @ 160mm

12Ø @220mm

12Ø @ 300mm 12Ø @ 300mm 12Ø @ 300mm

12Ø @ 220mm 12Ø @ 220mm

SCHEDULE OF SUSPENDED SLAB REINFORCEMENT

12Ø @ 180mm 12Ø @ 180mm

S-3

12Ø @ 300mm 12Ø @ 280mm

12Ø @ 300mm 12Ø @ 280mm 12Ø @ 300mm

TOP BAR BOTTOM BAR S4

12Ø @ 160mm 12Ø @ 160mm 12Ø @ 100mm

12Ø @300mm

NONE

12Ø @ 240mm 12Ø @ 240mm 12Ø @ 240mm

10Ø @ 300mm NONE

10Ø @ 300mm ONE WAY

TWO WAY

TOP BAR BOTTOM BAR S5

TOP BAR BOTTOM BAR RS2 100

TOP BAR BOTTOM BAR 100

RS1

US1

RS3

US2

12Ø @220mm 12Ø @300mm 12Ø @300mm

10Ø @ 300mm

10Ø @ 300mm 10Ø @ 300mm 125

125

100

NONE NONE

12Ø @ 300mm 12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm

12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm 12Ø @ 300mm 12Ø @ 300mm

NONE 10Ø @ 300mm NONE

10Ø @ 300mm ONE WAY

TWO WAY

10Ø @ 300mm

10Ø @ 300mm 10Ø @ 300mm 12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm 12Ø @ 300mm

TWO WAY

ONE WAY

TWO WAY 12Ø @ 180mm NONE

12Ø @ 300mm 12Ø @ 300mm

12Ø @ 180mm 12Ø @ 300mm

12Ø @ 300mm NONE 12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm 12Ø @ 300mm 12Ø @ 300mm NONE

12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm NONE 12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm 12Ø @ 300mm 12Ø @ 250mm NONE

12Ø @ 300mm 12Ø @ 300mm

12Ø @ 250mm 12Ø @ 300mm

12Ø @ 250mm NONE 12Ø @ 300mm 12Ø @ 300mm

12Ø @ 250mm 12Ø @ 300mm

12Ø @ 300mm NONE 12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm NONE 12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm NONE 10Ø @ 300mm NONE

10Ø @ 300mm 10Ø @ 300mm

10Ø @ 300mm 10Ø @ 300mm 12Ø @ 300mm 12Ø @ 300mm

12Ø @ 300mm 12Ø @ 300mm

REPUBLIC OF THE PHILIPPINES OFFICE OF THE BUILDING OFFICIAL

RECOMMENDING APPROVAL :

HEAD STR'L SEC. DATE APPROVED :

BUILDING OFFICIAL DATE TACLOBAN CITY

11

SCHEDULE OF BEAMS

STAIR DETAIL SCHEDULE OF SLABS

SHEET CONTENTS: SHEET NO./

S

12

LOCATION: TACLOBAN CITY, LEYTE

PLACE: TIN:

PRC No.: VALIDITY:

CIVIL ENGINEER

DATE:

ENGR. JOMAR S. ESTREBELLO, ME1, CE

REPUBLIC ACT 9266

DRAWINGS AND SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS DULY SIGNED, STAMPED OR SEALED, AS

INSTRUMENTS OF SERVICE, ARE THE INTELLECTUAL PROPERTY AND DOCUMENT OF THE ARCHITECT, WHETHER THE OBJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. IT SHALL BE UNLAWFUL FOR ANY PERSON TO DUPLICATE OR TO MAKE COPIES OF SAID DOCUMENTS FOR USE IN THE REPETITION OF AND FOR OTHER PROJECTS OR BUILDINGS, WHETHER EXECUTED PARTY OR IN WHOLE, WITHOUT THE WRITTEN CONSENT OF ARCHITECT OR AUTHOR OF SAID DOCUMENT.

DESIGNED FOR:

PROJECT NAME: NOTED BY:

CONSTRUCTION OF MEN'S FOUR (4) STOREY DORMITORY BUILDING

PHASE 01 (AS-BUILT)

RECOMMENDING APPROVAL:

DR. EVELYN B. AGUIRRE

CHECKED BY: APPROVED BY:

UNIVERSITY PRESIDENT JUDE A. DUARTE, DPA VP for ADMINISTRATION & FINANCE

PROJECT CONTROL ENGINEER ENGR. CLINTON VAL BRIGOLA SEAL

SIGNATURE

SURIGAO CITY 0117516 1231880

3-31-22 1-23-20 444-404-384-000 PTR No.:

CONFORMED BY:

CAO, ADMINISTRATION REYNALDO B. GARNACE, DA PROJECT ENGINEER

ENGR. CARLITO A. ELLAZAR