GENERAL STRUCTURAL STEEL AND PLATES

ALL STRUCTURAL MILL SECTIONS, BUILT UP PLATE SECTIONS SHALL BE DESIGNED

1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE
IN ACCORDANCE WITH AISC'S LATEST "SPECIFICATION FOR THE DESIGN, FABRICATION
SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.
AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL FOR 1. DESIGN LOADS FOR BUILDINGS SHALL MEET THE REQUIRED STRUCTURAL DESIGN CRITERIA.
ENGINEER'S APPROVAL BEFORE FABRICATION. STEEL PLATES, SHAPES, BARS AND METAL FABRICATIONS: ASTM A-36. FFL
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN, CHECK WITH 2. ANCHOR & FASTENER BOLTS, ALL BOLTS SHALL CONFORM TO ASTM (A-307) SPECIFICATIONS.
MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS, PIPE SLEEVES, ETC. TO BE
3. ELECTRODES FOR WELDING: ASTM A233 E_70XX SERIES; COMPLY WITH AWS D1.1 CODE REQUIREMENTS.
EMBEDDED IN CONCRETE.
FLAME CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH LATEST
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORINGS AND 4. "STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY.
BRACINGS OF THE STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING CONSTRUCTION.
5. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS AND SHALL BE PROPERLY BACK-CHIPPED OR GOUGED.
5. IN CASE OF QUESTION ARISING FROM THE INTERPRETATION OF OR CONFLICT WITH OTHER DOCUMENTS, BACK-UP PLATES SHALL BE PROVIDED AS REQUIRED. APPLY TT-P-645 SHOP PAINT FOR ALL FABRICATIONS.

VARIES
THE ATTENTION OF THE OWNER/ENGINEER SHALL BE CALLED IN WRITING. 6. SHOP PAINTING FOR STRUCTURAL STEEL SHALL BE RUST INHIBITIVE PRIMER WITH MINIMUM D.F.T. OF 2.0 MILS. COLUMN FLANGE

CONCRETE AND REINFORCEMENT 7. TOUCH-UP PAINTING: APPLY PAINT TO EXPOSED AREAS IN MANNER SATISFACTORY TO THE ENGINEER WITH SAME 50mm THK. CONCRETE TOPPING

MATERIAL AS SHOP PAINT. 125mm THK. CONCRETE SLAB

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDINGS
2 - 25Ø x 90, SHEAR
CODE OF AMERICAN CONCRETE INSTITUTE (ACI-318). 8. COMPLY WITH AISC CODE AND SPECIFICATIONS FOR BEARING, ADEQUACY OF CONNECTORS @ 200 O.C.
TEMPORARY CONNECTIONS AND ALIGNMENT. (SUBMIT SAMPLE FOR
ENGINEER'S APPROVAL)
2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE END OF TWENTY EIGHT
9. CONTRACTOR SHALL FURNISH COMPLETE ERECTION DRAWINGS FOR THE PROPER FFL
(28) DAYS WITH CORRESPONDING MAXIMUM SIZE AGGREGATE AND SLUMPS AS FOLLOWS:

150 50
IDENTIFICATION AND ASSEMBLY OF ALL BUILDING COMPONENTS. THESE DRAWINGS
MAX. SIZE OF WILL SHOW ANCHOR BOLT SETTING, PRIMARY SECONDARY, AND ROOF FRAMING, CONNECTOR PLATE (SHEAR)
LOCATION STRENGTH MAX. SLUMP AND NECESSARY INSTALLATION DETAILS. SUBMIT SHOP DRAWINGS FOR APPROVAL (COLUMN TO COLUMN CONNECTION)
AGGREGATES
BEFORE FABRICATION.
a. SLAB ON GRADE, 3000 PSi (20.685 Mpa) 1 in. (25mm) 4 in. (100mm) STEEL DECK TYPE 4 GA 20
CURBS, PAVEMENTS, 10. APPLICATION OF FIRE PROOFING SYSTEM IS REQUIRED FOR ALL STRUCTURAL CONNECTOR PLATE (MOMENT)
WALL FOOTING STEEL MEMBERS. PROVIDE 2 HOUR MINIMUM FIRE RATING. REFER TO
I - BEAM
ARCHITECTURAL AND MECHANICAL PLANS FOR ADDITIONAL FIRE PROOFING
b. GRADE BEAM, 4000 PSi (27.580 Mpa) 3/4 in. (19mm) 4 in. (100mm)

50
REQUIREMENTS.
SUSPENDED SLAB
FILLET FULL WELD
ON STEEL DECK FOUNDATION
FOUNDATIONS, PEDESTALS
1. FOUNDATION IS DESIGNED BASED ON NATIONAL BUILDING CODE OF THE PHILIPPINES FOR AN ALLOWABLE
3. ALL REINFORCING BARS SHALL CONFORM TO PNS 49 GRADE 275 SOIL BEARING CAPACITY OF 96 KPa.
FOR 12mm Ø AND SMALLER BARS AND GRADE 415 FOR 16mm Ø AND LARGER BARS.
2. FOUNDATION SHALL REST ON NATURAL SOIL, UNLESS OTHERWISE NOTED BY
4. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE DETAILING 30 100 30 300
THE ENGINEER, NO PART OF THE FOUNDATION SHALL REST ON FILL.
REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO UNLESS OTHERWISE SHOWN OR NOTED.
5. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS: 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER UPON COMPLETION OF FOUNDATION EXCAVATION FOR ACTUAL SOIL
CONDITIONS WHICH DO NOT CONFORM TO THE SOIL BEARING CAPACITY FOR PROPER REVISION.
CONCRETE DEPOSITED DIRECTLY AGAINST GROUND 75 mm
MASONRY WALLS
SUSPENDED SLABS 20 mm
SLAB ON GRADE 40 mm 1. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE W/ THE APPLICABLE STANDARD
& SPECIFICATIONS OF THE STRUCTURAL CODE OF THE PHILIPPINES & UNIFORM BUILDING CODE.
WALLS ABOVE GRADE 25 mm
2. MORTAR & GROUT FOR ALL CONCRETE MASONRY SHALL CONFORM TO ASTM 270 - TYPE N &
2 TYPICAL BEAM TO COLUMN CONNECTION 1 NTS
BEAMS & COLUMNS 40 mm SHALL HAVE A MINIMUM OF 28 DAYS STANDARD CYLINDER COMPRESSIVE STRENGTH OF 17.5 MPa (2500 PSi).
6. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND IN ACCORDANCE 3. ALL CHB SHALL BE LAID OUT WITH THE CELLS IN UNOBSTRUCTED VERTICAL CONTINUITY.
WITH TABLE 1 (TABLE OF LAP SPLICE AND ANCHORAGE LENGHT) UNLESS OTHERWISE SHOWN ON ALL CELLS ESPECIALLY THOSE WITH REINFORCEMENT SHALL BE FILLED WITH MORTAR.
DRAWINGS, SPLICES SHALL BE STAGGERED WHENEVER POSSIBLE.
4. REINFORCEMENT, AS TABULATED BELOW SHALL BE PROVIDED UNLESS OTHERWISE SPECIFIED IN THE PLAN.
7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE PROPERLY POSITIONED AND
SECURED IN PLACE PRIOR TO PLACING OF CONCRETE. 5. ALL MASONRY WALLS SHALL BE PROVIDED W/ STIFFENER BEAM BLOCK & STIFFENER AS REQUIRED.
COLUMN FLANGE
8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS, EQUIPMENTS,
5.a. FOR HIGH WALLS & EVERY 3000 mm & COLUMN (BOLT) AT 3000 mm ON CENTER. 50mm THK. CONCRETE TOPPING
AND MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL
DRAWINGS. 5.b. FOR DOORS & WINDOWS OPENING PROVIDE LINTEL BEAM SAME AS STIFFENER BEAM BLOCK. 150mm THK. CONCRETE SLAB 20mm THK. CONCRETE PLASTERING

9. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN (7) CONSECUTIVE DAYS IMMEDIATELY
AFTER POURING BY THE USE OF WET BURLAP, FOG SPRAYING, CURING COMPOUNDS OR OTHER CHB REINFORCEMENTS FFL

150 50
APPROVED METHODS. BLOCK REINFORCEMENT 50mm THK. CONNECTOR PLATE (SHEAR)
NOTES (COLUMN TO COLUMN CONNECTION)
10. STRIPPING OF FORMS AND SHORES:
THICKNESS (mm) HORIZONTAL VERTICAL
STEEL DECK TYPE 4 GA 20
CONCRETE CURING
FOUNDATION 24 HRS. 20mm THK. CONNECTOR PLATE (MOMENT)

SUSPENDED SLAB EXCEPT WHEN 250

I - BEAM (SEE SCHEDULE)
ADDITIONAL LOADS ARE IMPOSED 8 DAYS

50
PEDESTALS, COLUMNS, WALLS 2 DAYS FILLET FULLY WELDED
CONCRETE HOLLOW 4 - 12 mm Ø
BEAMS 21 DAYS BLOCKS
250

11. DEVELOPMENT LENGTH FOR ALL BARS SHALL BE A MINIMUM OF 60 BAR DIAMETER, UNLESS OTHERWISE NOTED.
NOTE:
CONCRETE
10 mm Ø STIRRUPS
COLUMN / PEDESTAL 4000 PSi STAIRS 4000 PSi SLAB ON GRADE 3000 PSi @ 200 mm O.C.
30 30 400

BEAM / GRADE BEAM 4000 PSi FOUNDATION/FOOTING 4000 (PSi) WALL FOOTING 3000 PSi
SUSPENDED SLAB 4000 PSi RETAINING WALL 4000 PSi STIFFENER BEAM BLOCK STIFFENER COLUMN

1 GENERAL CONSTRUCTION NOTES NTS 3 TYPICAL BEAM TO COLUMN CONNECTION 2 NTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-01 21
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 01 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 2 - 16mm Ø
5 - 16mm Ø
TOP BARS
400 400 TOP BARS 500 500
STIRRUPS 12mmØ
STIRRUPS 12mmØ
1 @ 50, 4 @ 100,
1 @ 50, 4 @ 100,
REST @ 200 Bf
REST @ 200
STEEL COLUMN ( SEE SCHEDULE)
12-20mmØ VERTICAL BARS 3-SETS
12mmØ TIES, 1 @ 50mm, 3 @ 75mm,
REST @ 125mm 8-25mmØ x 600mm
LONG ANCHOR BOLT ( A-36 )

500

500

tf
2 - 12mm Ø 2 - 12mm Ø 12mm THK STIFFENER PLATE
WEB BARS MIDSPAN SUPPORT WEB BARS
2-16mm Ø

500

500
5-16mm Ø

D
BOTTOM BARS
BOTTOM BARS 25mm TGK 500mm x 500mm BASE PLATE

STEEL DECK TYPE 4 GA 20

MEZZANINE FLOOR LEVEL

STEEL BEAM

20 MM THK tw
MOMENT PLATE
D = tf =
I - COLUMN Bf = tw =
(SEE SCHEDULE)
3200

50mm TKH LEVELING GROUT

SILA GROUT 214 (70 mPA) 2 PEDESTAL, BASE PLATE AND ANCHOR BOLT DETAILS NTS
500mm x 500mm x 20mm THK
BASE PLATE w/ 8-25mmØ x 600mm ℄
LONG ANCHOR BOLT (A-36)
PEDESTAL DIMENSION (mm)
300

GROUND FLOOR LEVEL ( SEE SCHEDULE ) MAIN BOTTOM BARS COLUMN FLR. MARK
NGL D Bf tf tw
VERIFY

6" THICK CHB WALL C-1 ( WF18 x 60 ) 462.28 192.02 17.65 10.54
NGL

GROUND
FLOOR
600

B-1 ( WF16 x 57 ) 416.56 180.85 18.16 10.92

GRADE BEAM (GB) B-2 ( WF16 x 45 ) 408.94 178.82 14.35 8.76

250mm x 400mm

D
w/ 2-16mmØ TOP & 12-20mmØ VERTICAL BARS 2-SETS B-5 ( WF12 x 26 ) 309.88 164.85 9.65 5.84
BOTTOM BARS, 12mmØ 12mmØ TIES, 1 @ 50mm, 3 @ 75mm,

L
REST @ 150mm
VERIFY

STIRRUPS 1 @ 50,
8 @ 80, REST @ 150
C-1 ( WF18 x 60 ) 462.28 192.02 17.65 10.54
D

SECOND FLOOR
GRADE BEAM (GB) 2B-1 ( WF16 x 57 ) 416.56 180.85 18.16 10.92
250mm x 400mm w/ 2-16mmØ TOP & TOP BARS
BOTTOM BARS, 12mmØ STIRRUPS 1 2B-2 ( WF16 x 45 ) 408.94 178.82 14.35 8.76
@ 50, 9 @ 80, REST @ 125mm B MAIN BOTTOM BARS
B
PLAN 50mm THK LEAN CONCRETE 2B-3 ( WF16 x 36 ) 403.86 177.55 10.92 7.50
SECTION
150mm THK PLAIN CEMENT 2B-4 ( WF16 x 26 ) 398.78 139.7 8.76 6.35
t

CONCRETE (1:2:3)

B 2B-5 ( WF12 x 26 ) 309.88 164.85 9.65 5.84

B=L MAIN BOTTOM BARS NGL

C-2 ( WF16 x 45 ) 408.94 178.82 14.35 8.76
STEEL DECK TYPE 4 GA 20

SECOND FLOOR LEVEL 3B-1 ( WF16 x 57 ) 416.56 180.85 18.16 10.92

THIRD FLOOR
STEEL BEAM

COLUMN 3B-2 ( WF16 x 50 ) 414.02 179.58 16.00 9.65

20 MM THK

D
MOMENT PLATE
50 mm THK 3B-3 ( WF16 x 45 ) 408.94 178.82 14.35 8.76
I - COLUMN GRAVEL BEDDING
L

(SEE SCHEDULE) 3B-4 ( WF16 x 26 ) 398.78 139.7 8.76 6.35

4700

50mm TKH LEVELING GROUT

3B-5 ( WF12 x 26 ) 309.88 164.85 9.65 5.84

T
SILA GROUT 214 (70 mPA)
500mm x 500mm x 20mm THK
BASE PLATE w/ 8-25mmØ x 600mm
LONG ANCHOR BOLT (A-36)
PEDESTAL 408.94 178.82 14.35 8.76
C-2 ( WF16 x 45 )
600

GROUND FLOOR LEVEL ( SEE SCHEDULE ) B

PLAN

FOURTH FLOOR
4B-1 ( WF16 x 57 ) 416.56 180.85 18.16 10.92
VERIFY

SECTION
6" THICK CHB WALL
NGL 4B-2 ( WF16 x 50 ) 414.02 179.58 16.00 9.65
S C H E D U L E O F R . C . F O O T I N G S
600

4B-3 ( WF16 x 45 ) 408.94 178.82 14.35 8.76

GRADE BEAM (GB) DIMENSIONS BOTTOM BARS BOTTOM BARS
250mm x 400mm 4B-4 ( WF16 x 26 ) 398.78 139.7 8.76 6.35
w/ 2-16mmØ TOP & FTG.
12-20mmØ VERTICAL BARS 2-SETS
MARK L W T REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT REMARKS
BOTTOM BARS, 12mmØ
12mmØ TIES, 1 @ 50mm, 3 @ 75mm, 4B-5 ( WF12 x 26 ) 309.88 164.85 9.65 5.84
STIRRUPS 1 @ 50,
REST @ 150mm (mm) (mm) (mm) ALONG - B ALONG - L ALONG - B ALONG - L
VERIFY

8 @ 80, REST @ 150

F-1 4000 4000 450 16 - 20mmØ 16 - 20mmØ 16 - 20mmØ 16 - 20mmØ ISOLATED

D

C-2 ( WF16 x 45 ) 408.94 178.82 14.35 8.76

GRADE BEAM (GB) F-2 2000 2000 350 8 - 20mmØ 8 - 20mmØ - - ISOLATED
5B-1 ( WF16 x 57 ) 416.56 180.85 18.16 10.92

LOWER DECK
250mm x 400mm w/ 2-16mmØ TOP &
BOTTOM BARS, 12mmØ STIRRUPS 1
@ 50, 9 @ 80, REST @ 125mm 5B-2 ( WF16 x 50 ) 414.02 179.58 16.00 9.65
S C H E D U L E O F R . C . B E A M S
5B-3 ( WF16 x 45 ) 408.94 178.82 14.35 8.76
S T E E L R E I N F O R C E M E N T WEB BAR
150mm THK PLAIN CEMENT
B H REBAR STIRRUPS
t

CONCRETE (1:2:3) BEAM SIZE 5B-4 ( WF16 x 26 ) 398.78 139.7 8.76 6.35
LEFT SUPPORT MIDSPAN RIGHT SUPPORT
MARK
5B-5 ( WF12 x 26 ) 309.88 164.85 9.65 5.84
(mm) (mm) (mm) TOP BARS BOT. BARS TOP BARS BOT. BARS TOP BARS BOT. BARS (mm) SPACING (START @, 1@50)
B=L
F-1 250 400 16 2 2 2 2 2 2 12 1 @ 50, 8 @ 80, REST @ 150mm O.C.

F-2 250 400 16 3 2 2 2 3 2 12 1 @ 50, 9 @ 80, REST @ 125mm O.C.

1 TYPICAL DETAIL OF PEDESTAL COLUMN, NTS

FOOTING TIE BEAM AND GRADE BEAM 3 TYPICAL FOOTING DETAILS 4 SCHEDULE OF BEAMS NTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-02 22
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 02 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 10mmØ HORIZONTAL AND
LINK BARS @ 300mm O.C.

STEEL COLUMN (SEE SCHEDULE)

125 THK CONCRETE SLAB ON

1.00mm STEEL DECKING w/
10mm REBARS @ 200mm BOTH WAYS
AND FIBER REINFORCED POLYMER

16mmØ SHEAR CONNECTOR

@ 200mm O.C.

12mmØ VERTICAL BARS

@ 125mm O.C.

STEEL BEAM (SEE SCHEDULE)

3 CORBEL / STEEL DECKING DETAIL NTS

12mm THK STIFFENER PLATE 8100

200 5000 200 2500 200
250

12mm PLATE CORBEL SUPPORT

B-1 B-1
CONTINUITY PLATE, SAME

200
THICKNESS OF BEAM FLANGE

600 600
12mmØ TOP AND BOTTOM
REBARS @ 200mm O.C.
250

B-1

B-1
3500
3100

600

600
1 CORBEL / STEEL DECKING DETAIL NTS

200
500
B-1 B-1

PLAN

8100
200 5000 200 2500 200
FTB (SEE SCHEDULE)

12mmØ TOP AND BOTTOM

REBARS @ 200mm O.C.

200
16mmØ VERTICAL BARS @ 250mm w/
12mmØ HORIZONTAL BARS @ 250mm

2550
3050
150mm THK PLAIN CEMENT 12mmØ REBARS @ 250mm O.C. BOTHWAYS
CONCRETE ( 1 : 2 : 3 )
300

16mmØ REBARS @ 250mm O.C. BOTHWAYS

150

300
1100 100mm THK LEAN CONCRETE ( 1 : 2 : 3 )

150 800 150 SECTION

2 RC WALL SECTION 4 SEPTIC TANK DETAILS NTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-03 23
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 03 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 400

10mm THK SPLICE PLATE

ON TOP FLANGE FULLY WELDED

400

400

10mm THK SPLICE PLATE

ON BOTTOM FLANGE FULLY WELDED
400 10mm THK SPLICE PLATE ON
BOTH FLANGES FULLY WELDED

1 BEAM SPLICE DETAIL NTS

300

400

400
WF 16 x 45

10mm THK SPLICE PLATE ON

BOTH FLANGES FULLY WELDED

500mm x 500mm x 16mm THK

BASEPLATE w/ 12mm THK STIFFENER

110mm THK CONCRETE SLAB ON 1.0mm STEEL DECKING

w/ 10mm REBARS @ 200mm BOTH WAYS AND 16mmØ
SHEAR STUD @ 200 O.C.
125

STEEL BEAM 100

(SEE SCHEDULE)
250

10mm THK STIFFENER PLATE

12mm THK CORBEL SUPPORT

WF 18 x 60

CONTINUITY PLATE
SAME THICKNESS OF BEAM FLANGE

250

2 CORBEL CONNECTION DETAIL NTS 3 COLUMN SPLICE DETAIL NTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-04 24
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 04 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
26800 200 53800

C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2

F FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1

FTB-1
FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2

FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1

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

FTB-1
FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2

FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1
25300

FORPHASEII C1-F1 C1-F1 C1-F1 C1-F1 C1-F1 C1-F1 C1-F1 C1-F1 C1-F1

FTB-1
FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2

FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1

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

FTB-1
FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
C2-F2 C2-F2 C2-F2

FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1

C2-F2 C2-F2 C2-F2

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

FTB-1
FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
A C2-F2
FTB-1
C2-F2
FTB-1
C2-F2
FTB-1
C2-F2
FTB-1
C2-F2 C2-F2
FTB-1
C2-F2
FTB-1
C2-F2
FTB-1
C2-F2
FTB-1
C2-F2 C2-F2
FTB-1
C2-F2
FTB-1
C2-F2
FTB-1
C2-F2
FTB-1
C2-F2

KEYPLAN
SCALE 1:500M

6 7 8 9 10 11 12 13 14 15
53800
26800 20 26800
7500 5900 5900 7500 7500 5900 5900 7500

C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2

FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1

F FTB-1
FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
5000

C2-F2 C2-F2 C2-F2 C2-F2 C2-F2

FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1

E

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

FTB-1
FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
5000

C2-F2 C2-F2 C2-F2 C2-F2 C2-F2

FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1

D

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

FTB-1
FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
5000
25300

C2-F2 C2-F2 C2-F2 C2-F2 C2-F2

FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1

C

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

FTB-1
5000

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
C2-F2 C2-F2

FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1

B
C2-F2 C2-F2 C2-F2

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

FTB-1
5300

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1

FTB-1
A FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1
C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2

1 FOOTING TIE BEAM AND COLUMN FOOTING PLAN SCALE 1:100M

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-05 25
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 05 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
NOTE:
26800 200 53800

PROVIDE 150mm HEIGHT CONCRETE

F C1 GB-1 C1 C1 C1 C1

C1
GB-1 / 6" CHB GB-1 GB-1 / 6" CHB

C1
GB-1 / 6" CHB C1 GB-1 / 6" CHB C1 GB-1 / 6" CHB GB-1 GB-1 / 6" CHB

C1 C1
GB-1

C1
GB-1 / 6" CHB C1 GB-1 / 6" CHB C1 GB-1 C1

TIRE STOPPER @ EVERY VEHICLE

WF-2 / 4" CHB

WF-2 / 4" CHB

GB-1 / 4" CHB

GB-1 / 4" CHB

GB-1 / 4" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 4" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 4" CHB

GB-1
(PLEASE SEE ARCHITECTURAL PLAN)

WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB
4" CHB

4" CHB

4" CHB
-50 -50 -50 -50

WF-2 /

WF-2 /
C1 GB-1 / 4" CHB C1 GB-1 C1 GB-1 / GB-1 / GB-1 /C1 GB-1 / GB-1 C1 C1 GB-1 C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 GB-1 C1 C1 GB-1 C1 GB-1 C1 GB-1 C1 GB-1 / 4" CHB C1

4" CHB
WF-2 /

4" CHB
WF-2 /
4" CHB 4" CHB 4" CHB 4" CHB

4" CHB
WF-2 / 4" CHB

WF-2 /
WF-2 / 4" CHB

GB-1 / 4" CHB

GB-1
-50 -50 -50 -50

WF-2 / 4" CHB

GB-1 / 6" CHB
WF-2 / 4" CHB
WF-2 / 4" CHB WF-2 / WF-2 /

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1

GB-1

GB-1
WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB

GB-1
4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB 4" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1
C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 C1 C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 C1

GB-1 / 4" CHB GB-1 / 4" CHB

25300

FORPHASEII

WF-2 / 4" CHB

WF-2 / 4" CHB

GB-1 / 4" CHB
WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 4" CHB

GB-1 / 4" CHB

GB-1 / 4" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

WF-2 / 4" CHB

GB-1
WF-2 / 4" CHB
GB-1
WF-1 / 4" CHB WF-1 / 4" CHB

-50 -50

C1 GB-1 C1 GB-1 C1 GB-1 C1 GB-1 C1 C1 GB-1 C1 GB-1 C1 GB-1 C1 GB-1 C1 C1 GB-1 C1 C1 GB-1 C1 GB-1 C1

GB-1

WF-2 / 4" CHB

WF-1 / 4" CHB

GB-1 / 4" CHB
WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB
WF-2 / 4" CHB WF-2 / 4" CHB
WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB

4" CHB
WF-2 /
-50 -50

GB-1
GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1
GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

WF-2 / LOW 4" CHB

GB-1
WF-2 / LOW 4" CHB

LOW 4" CHB

WF-2 / LOW 4" CHB WF-2 / LOW 4" CHB

GB-1
WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB

GB-1
WF-2 / 4" CHB WF-2 / 4" CHB

GB-1
WF-2 / 4" CHB WF-1 / 4" CHB

WF-2 / LOW 4" CHB

WF-2 / LOW 4" CHB

WF-2 /
LOW 4" CHB
LOW 4" CHB
WF-2 / LOW 4" CHB

LOW 4" CHB

GB-1
WF-2 / LOW 4" CHB WF-2 / LOW 4" CHB WF-2 / LOW 4" CHB

GB-1

GB-1
WF-2 / LOW 4" CHB WF-2 / LOW 4" CHB WF-2 / LOW 4" CHB

C1 C1 C1 C1 C1 C1 C1 C1 C1

GB-1 GB-1 GB-1 GB-1 C1 GB-1 C1 GB-1 GB-1 C1 GB-1

WF-2 / LOW 4" CHB

WF-2 / LOW 4" CHB
GB-1 C1 C1 C1

WF-2 / LOW 4" CHB

WF-2 / LOW 4" CHB

GB-1 / LOW 4" CHB GB-1 / LOW 4" CHB

GB-1 / LOW 4" CHB

GB-1

GB-1 / LOW 6" CHB

GB-1 / LOW 6" CHB

GB-1 / LOW 6" CHB

GB-1 / LOW 6" CHB

GB-1 / LOW 4" CHB
GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB
GB-1

GB-1

GB-1

GB-1

GB-1
A SIDEWALK
C1

GB-1 C1 GB-1 C1 GB-1 C1 GB-1 C1 C1 GB-1 C1 GB-1 C1 GB-1 C1 GB-1 C1 C1 GB-1 C1 GB-1 C1 GB-1 C1 GB-1 C1

KEYPLAN
SCALE 1:500M
6 7 8 9 10 11 12 13 14 15
53800
26800 20 26800
7500 5900 5900 7500 7500 5900 5900 7500

125mm THK CONCRETE SLAB

ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED
BOTH WAYS & FIBRE REINFORCED
C1 GB-1 / 6" CHB GB-1 GB-1 / 6" CHB GB-1 / 6" CHB C1 GB-1 / 6" CHB C1 GB-1 / 6" CHB GB-1 GB-1 / 6" CHB GB-1 GB-1 / 6" CHB C1 GB-1 / 6" CHB C1 POLYMER GB-1 C1
F C1 C1 C1 C1 C1
125mm THK CONCRETE SLAB

WF-2 / 4" CHB

ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED

GB-1 / 4" CHB

GB-1 / 4" CHB

GB-1 / 4" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

BOTH WAYS & FIBRE REINFORCED

GB-1 / 4" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

POLYMER
5000

GB-1
WF-2 / 4" CHB
WF-2 / WF-2 / 4" CHB

WF-2 / 4" CHB

4" CHB

4" CHB
-50 -50

WF-2 /
GB-1 C1 C1 GB-1 C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 GB-1 C1 C1 GB-1 C1 GB-1 C1 GB-1 C1 GB-1 / 4" CHB C1
E

4" CHB
WF-2 /

4" CHB
WF-2 /
125mm THK CONCRETE SLAB

GB-1 / 4" CHB

125mm THK CONCRETE SLAB 125mm THK CONCRETE
ON FILL FULLY COMPACTED
ON FILL FULLY COMPACTED SLAB ON FILL FULLY
SOIL w/ 10mmØ @ 250mm SPACED
SOIL w/ 10mmØ @ 250mm SPACED COMPACTED SOIL w/
BOTH WAYS & FIBRE REINFORCED
BOTH WAYS & FIBRE REINFORCED 10mmØ @ 250mm
POLYMER -50 -50

WF-2 / 4" CHB

POLYMER

GB-1 / 6" CHB

WF-2 / 4" CHB WF-2 / WF-2 / SPACED BOTH WAYS

GB-1 / 6" CHB

GB-1 / 6" CHB

& FIBRE REINFORCED
5000

GB-1

GB-1

GB-1
POLYMER

GB-1
4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB 4" CHB

GB-1
GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

C1 C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 GB-1 / 4" CHB C1 C1
D GB-1 / 4" CHB
125mm THK CONCRETE SLAB 125mm THK CONCRETE
ON FILL FULLY COMPACTED SLAB ON FILL FULLY
SOIL w/ 10mmØ @ 250mm SPACED COMPACTED SOIL w/

WF-2 / 4" CHB

BOTH WAYS & FIBRE REINFORCED 10mmØ @ 250mm

WF-2 / 4" CHB

POLYMER

GB-1 / 4" CHB

SPACED BOTH WAYS
WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 4" CHB

GB-1 / 4" CHB

GB-1 / 4" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

& FIBRE REINFORCED
5000

GB-1
WF-2 / 4" CHB
25300

POLYMER

125mm THK CONCRETE SLAB

ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED
BOTH WAYS & FIBRE REINFORCED WF-1 / 4" CHB WF-1 / 4" CHB
POLYMER
-50 -50

C1 C1 GB-1 C1 GB-1 C1 GB-1 C1 GB-1 C1 C1 GB-1 C1 C1 GB-1 C1 GB-1 C1

C GB-1

WF-2 / 4" CHB

WF-1 / 4" CHB

GB-1 / 4" CHB
WF-2 / 4" CHB

WF-2 / 4" CHB

WF-2 / 4" CHB WF-2 / 4" CHB
WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB

4" CHB
WF-2 /
-50 -50
GB-1

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1
GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

GB-1 / 6" CHB

WF-2 / LOW 4" CHB
GB-1

WF-2 / LOW 4" CHB

5000

LOW 4" CHB

WF-2 / LOW 4" CHB WF-2 / LOW 4" CHB

GB-1
WF-2 / 4" CHB

GB-1
WF-2 / 4" CHB WF-2 / 4" CHB WF-2 / 4" CHB WF-1 / 4" CHB
WF-2 / LOW 4" CHB

WF-2 / LOW 4" CHB

WF-2 /
LOW 4" CHB
LOW 4" CHB

WF-2 / LOW 4" CHB

LOW 4" CHB
GB-1

WF-2 / LOW 4" CHB WF-2 / LOW 4" CHB

GB-1

GB-1

WF-2 / LOW 4" CHB WF-2 / LOW 4" CHB

C1 C1 C1 C1 C1
B GB-1 C1 GB-1 C1 GB-1 GB-1 C1 GB-1

WF-2 / LOW 4" CHB

WF-2 / LOW 4" CHB
GB-1 / LOW 4" CHB C1 GB-1 / LOW 4" CHB C1 C1

GB-1 / LOW 4" CHB

GB-1
125mm THK CONCRETE SLAB
ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED 125mm THK CONCRETE SLAB
GB-1 / LOW 6" CHB

GB-1 / LOW 6" CHB

GB-1 / LOW 6" CHB

GB-1 / LOW 6" CHB

BOTH WAYS & FIBRE REINFORCED ON FILL FULLY COMPACTED

GB-1 / 6" CHB

SOIL w/ 10mmØ @ 250mm SPACED

GB-1 / 6" CHB

POLYMER
BOTH WAYS & FIBRE REINFORCED
5300

GB-1

GB-1

GB-1

GB-1
POLYMER

A C1 C1 GB-1 C1 GB-1 C1 GB-1 C1 GB-1 C1 C1 GB-1 C1 GB-1 C1 GB-1 C1 GB-1 C1

1 FOUNDATION PLAN SCALE 1:100M

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-06 26
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 06 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
NOTE:
26800 200 53800

PROVIDE 150mm HEIGHT CONCRETE

F C1 C1 C1 C1 C1

C1 C1
C1 C1

C1 C1 C1
C1 C1 C1

TIRE STOPPER @ EVERY VEHICLE

(PLEASE SEE ARCHITECTURAL PLAN)
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1

GB-1 / 6" CHB

C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
25300

FORPHASEII

WF 16 x 67

WF 16 x 67
WF 16 x 67

WF 16 x 67
B-1 B-1 B-1 B-1

B-5

B-5
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1

B-2 B-2 B-2 B-2

B-5

B-5
WF 16 x 67

WF 16 x 67
WF 16 x 67

WF 16 x 67
B-1 B-1 B-1 B-1

B-5

B-5
C1 C1 C1 C1 C1 C1 C1 C1 C1

B-2 B-2 C1 C1 C1 C1 C1 C1 B-2 B-2

B-5

B-5
WF 16 x 67

WF 16 x 67
WF 16 x 67

WF 16 x 67
B-1 B-1 B-1 B-1

B-5

B-5
A SIDEWALK
C1

B-2 B-2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 B-2 B-2 C1

KEYPLAN
SCALE 1:500M 6 7 8 9 10 11 12 13 14 15
53800
26800 20 26800
7500 5900 5900 7500 7500 5900 5900 7500

C1 C1 C1 C1 C1 C1
F C1 C1 C1 C1 C1

125mm THK CONCRETE SLAB

ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED
BOTH WAYS & FIBRE REINFORCED
POLYMER
5000

125mm THK CONCRETE SLAB

ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED
BOTH WAYS & FIBRE REINFORCED
POLYMER
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
E
125mm THK CONCRETE SLAB
ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED
BOTH WAYS & FIBRE REINFORCED
POLYMER
5000

GB-1 / 6" CHB

125mm THK CONCRETE SLAB
ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED
BOTH WAYS & FIBRE REINFORCED
C1 C1 C1 C1 C1 C1 C1 C1 POLYMER C1 C1 C1
D
125mm THK CONCRETE SLAB
ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED
BOTH WAYS & FIBRE REINFORCED

WF 16 x 67
WF 16 x 67
POLYMER
5000
25300

B-1 B-1

125mm THK CONCRETE SLAB

B-5
ON FILL FULLY COMPACTED
SOIL w/ 10mmØ @ 250mm SPACED
BOTH WAYS & FIBRE REINFORCED
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
POLYMER
C B-2 B-2

B-5

WF 16 x 67
WF 16 x 67
5000

B-1 B-1

B-5
C1 C1 C1 C1 C1
B C1 C1 C1 C1 C1 C1 B-2 B-2

R A M P

B-5

WF 16 x 67
WF 16 x 67
5300

B-1 B-1

B-5
A C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 B-2 B-2 C1

1 GROUND FLOOR FRAMING PLAN SCALE 1:100M

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-07 27
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 07 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
NOTE:
26800 200 53800
C2 C2 C2 C2

PROVIDE 150mm HEIGHT CONCRETE

F C1 2B-4 C1 2B-4 C1 2B-4

C1 2B-4 C1
C1

2B-4
C2

2B-4
C2

2B-4
C1 2B-4 C1 2B-4 C1

2B-4
C2

2B-4
C2

2B-4
C1

C1 2B-4 C1
2B-4 C1 2B-4 C1 2B-4 C1

TIRE STOPPER @ EVERY VEHICLE

2B-3

2B-3
2B-4

2B-4

2B-4

2B-4
2B-3

2B-3

2B-3

2B-3

2B-3

2B-3

2B-3
2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1

(PLEASE SEE ARCHITECTURAL PLAN)

2B-4

2B-4
C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1

2B-3
2B-4

2B-4
2B-3

2B-3

2B-4

2B-4

2B-3
2B-5

2B-3

2B-5
2B-3

2B-3

2B-3
2B-3
2B-4

2B-4
2B-1 2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1

C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1
25300

FORPHASEII

2B-3
2B-3

2B-4

2B-4

2B-3
2B-5

2B-3

2B-3

2B-3

2B-3

2B-4

2B-4

2B-3

2B-3

2B-5
2B-1 2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1

2B-4

2B-4
C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1

2B-3
2B-3

2B-5
2B-4

2B-4
2B-4

2B-4
2B-3

2B-3

2B-3

2B-3

2B-3

2B-3
2B-5
2B-4

2B-4
2B-1 2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1

2B-3
C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1

2B-2 2B-2

2B-4

2B-4

2B-4

2B-4
2B-3

2B-3

2B-3

2B-3

2B-3

2B-3

2B-3

2B-3

2B-3
2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1
2B-4

2B-4
A C1 2B-4 C1 2B-4 C1 2B-4 C1 2B-4 C1 C1 2B-4 C1 2B-4 C1 2B-4 C1 2B-4 C1 C1 2B-4 C1 2B-4 C1 2B-4 C1 2B-4 C1

KEYPLAN
SCALE 1:500M
5 6 7 8 9 10 11 12 13 14 15
53800
26800 20 26800
7500 5900 5900 7500 7500 5900 5900 7500

C2 C2 C2 C2 125mm THK CONCRETE SLAB w/

FIBRE REINFORCED POLYMER
ON 1.0mm THK STEEL DECKING
w/ 10mmØ REBARS @ 200mm O.C.

C1 C2 C2 C1 2B-4 C1 2B-4 C1 C2 C2 C1 2B-4 C1 2B-4 C1 2B-4 C1

F C1 2B-4 2B-4 2B-4 2B-4 2B-4 2B-4 C1 2B-4 C1

2B-3

2B-3
2B-4

2B-4

2B-4

2B-4
2B-3

2B-3

2B-3

2B-3
2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1
5000

2B-4
C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1
E

2B-3
2B-4

2B-4
2B-4

2B-4

2B-3

2B-3

2B-5
2B-3
2B-3

2B-3

2B-4
2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1
5000

C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1

D

2B-3
2B-4

2B-4

2B-3

2B-3

2B-3

2B-3

2B-3

2B-5
2B-4

2B-4
2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1
5000

2B-4
25300

C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1

C

2B-3

2B-5
2B-4

2B-4
2B-4

2B-4

2B-3

2B-3

2B-3

2B-3

2B-4
2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1 2B-1
5000

2B-3

C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1 2B-2 C1 2B-2 C1 2B-2 C1 C1

B 2B-2
2B-4

2B-4

2B-4

2B-4
2B-3

2B-3

2B-3

2B-3

2B-3

2B-3
2B-1 2B-2 2B-2 2B-1 2B-1 2B-2 2B-2 2B-1
5300

2B-4
A C1 C1 2B-4 C1 2B-4 C1 2B-4 C1 2B-4 C1 C1 2B-4 C1 2B-4 C1 2B-4 C1 2B-4 C1

1 SECOND FLOOR FRAMING PLAN SCALE 1:100M

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-08 28
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 08 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
NOTE:
26800 200 53800

PROVIDE 150mm HEIGHT CONCRETE

C2 C2 C2 C2
C2 C2 C2 C2

F C2 3B-3 C2 3B-3 C2 3B-3

C2 3B-3 C2
C2

3B-3
C2

3B-3
C2

3B-3
C2 3B-3 C2 3B-3 C2

3B-3
C2

3B-3
C2

3B-3
C2

C2 3B-3 C2
3B-3 C2 3B-3 C2 3B-3 C2

TIRE STOPPER @ EVERY VEHICLE

3B-4

3B-4

3B-4

3B-4
3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3
3B-2 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-2

(PLEASE SEE ARCHITECTURAL PLAN)

3B-4

3B-4
C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2

3B-3

3B-3
3B-4

3B-4

3B-4

3B-4
3B-5

3B-5
3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3
3B-4

3B-4
3B-1 3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1

C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2
25300

FORPHASEII

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3
3B-4

3B-4

3B-4

3B-4
3B-5

3B-5
3B-1 3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1

3B-4

3B-4
C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3
3B-4

3B-4

3B-4

3B-4
3B-5

3B-5
3B-4

3B-4
3B-1 3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1

C2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 C2

3B-2 3B-2

3B-4

3B-4

3B-4

3B-4
3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3

3B-3
2B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 2B-1
3B-4

3B-4
A C2 3B-3 C2 3B-3 C2 3B-3 C2 3B-3 C2 C2 3B-3 C2 3B-3 C2 3B-3 C2 3B-3 C2 C2 3B-3 C2 3B-3 C2 3B-3 C2 3B-3 C2

KEYPLAN
SCALE 1:500M
5 6 7 8 9 10 11 12 13 14 15
53800
26800 20 26800
7500 5900 5900 7500 7500 5900 5900 7500

C2 C2 C2 C2
C2 C2 C2 C2 125mm THK CONCRETE SLAB w/
FIBRE REINFORCED POLYMER
ON 1.0mm THK STEEL DECKING
w/ 10mmØ REBARS @ 200mm O.C.

C2 C2 C2 C2 3B-3 C2 3B-3 C2 C2 C2 C2 3B-3 C2 3B-3 C2 3B-3 C2

F C2 3B-3 3B-3 3B-3 3B-3 3B-3 3B-3 C2 3B-3 C2
3B-4

3B-4

3B-4

3B-4
3B-3

3B-3

3B-3

3B-3

3B-3

3B-3
3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-2
5000

3B-4
C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2
E

3B-3

3B-3
3B-4

3B-4

3B-4

3B-4

3B-5
3B-3

3B-3

3B-3

3B-3

3B-3

3B-4
3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1
5000

C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2

D
3B-3

3B-3

3B-3

3B-3

3B-3

3B-3
3B-4

3B-4

3B-4

3B-4

3B-5
3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1
5000

3B-4
25300

C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2

C
3B-3

3B-3

3B-3

3B-3

3B-3

3B-3
3B-4

3B-4

3B-4

3B-4

3B-5

3B-4
3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 3B-1 3B-1
5000

C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 3B-2 C2 C2 3B-2 C2 3B-3 C2 3B-3 C2 C2

B 3B-2
3B-4

3B-4

3B-4

3B-4
3B-3

3B-3

3B-3

3B-3

3B-3

3B-3
3B-1 3B-3 3B-3 3B-1 3B-1 3B-3 3B-3 2B-1
5300

3B-4
A C2 C2 3B-3 C2 3B-3 C2 3B-3 C2 3B-3 C2 C2 3B-3 C2 3B-3 C2 3B-3 C2 3B-3 C2

1 THIRD FLOOR FRAMING PLAN SCALE 1:100M

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-09 29
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 09 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
NOTE:
26800 200 53800
C2 C2 C2 C2

PROVIDE 150mm HEIGHT CONCRETE

F C2 4B-3 C2 4B-3 C2 4B-3

C2 4B-3 C2
C2

4B-3
C2

4B-3
C2

4B-3
C2 4B-3 C2 4B-3 C2

4B-3
C2

4B-3
C2

4B-3
C2

C2
2B-4

4B-3 C2
4B-3 C2 4B-3 C2 4B-3 C2

TIRE STOPPER @ EVERY VEHICLE

4B-4

4B-4

4B-4

4B-4
4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3
4B-2 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-2

(PLEASE SEE ARCHITECTURAL PLAN)

4B-4

4B-4
C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2

4B-4

4B-4

4B-4

4B-4
4B-5

4B-5
4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3
4B-4

4B-4
4B-1 4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1

C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2
25300

FORPHASEII

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3
4B-4

4B-4

4B-4

4B-4
4B-5

4B-5
4B-1 4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1

4B-4

4B-4
C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3
4B-4

4B-4

4B-4

4B-4
4B-5

4B-5
4B-4

4B-4
4B-1 4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1

C2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 C2

4B-2 4B-2

4B-4

4B-4

4B-4

4B-4
4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-3
2B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 2B-1
4B-4

4B-4
A C2 4B-3 C2 4B-3 C2 4B-3 C2 4B-3 C2 C2 4B-3 C2 4B-3 C2 4B-3 C2 4B-3 C2 C2 4B-3 C2 4B-3 C2 4B-3 C2 4B-3 C2

KEYPLAN
SCALE 1:500M
5 6 7 8 9 10 11 12 13 14 15
53800
26800 20 26800
7500 5900 5900 7500 7500 5900 5900 7500

C2 C2 C2 C2
125mm THK CONCRETE SLAB w/
FIBRE REINFORCED POLYMER
ON 1.0mm THK STEEL DECKING
w/ 10mmØ REBARS @ 200mm O.C.

C2 C2 C2 C2 4B-3 C2 4B-3 C2 C2 C2 C2 2B-4 4B-3 C2 4B-3 C2 4B-3 C2

F C2 4B-3 4B-3 4B-3 4B-3 4B-3 4B-3 C2 4B-3 C2
4B-4

4B-4

4B-4

4B-4
4B-3

4B-3

4B-3

4B-3

4B-3

4B-3
4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-2
5000

4B-4
C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2
E
4B-4

4B-4

4B-4

4B-4

4B-5
4B-3

4B-3

4B-3

4B-3

4B-3

4B-3

4B-4
4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1
5000

C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2

D
4B-3

4B-3

4B-3

4B-3

4B-3

4B-3
4B-4

4B-4

4B-4

4B-4

4B-5
4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1
5000

4B-4
25300

C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2

C
4B-3

4B-3

4B-3

4B-3

4B-3

4B-3
4B-4

4B-4

4B-4

4B-4

4B-5

4B-4
4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 4B-1 4B-1
5000

C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 4B-2 C2 C2 4B-2 C2 4B-3 C2 4B-3 C2 C2

B 4B-2
4B-4

4B-4

4B-4

4B-4
4B-3

4B-3

4B-3

4B-3

4B-3

4B-3
4B-1 4B-3 4B-3 4B-1 4B-1 4B-3 4B-3 2B-1
5300

4B-4
A C2 C2 4B-3 C2 4B-3 C2 4B-3 C2 4B-3 C2 C2 4B-3 C2 4B-3 C2 4B-3 C2 4B-3 C2

1 FOURTH FLOOR FRAMING PLAN SCALE 1:100M

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-10 30
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 10 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
NOTE:
26800 200 53800
C2 C2 C2 C2

PROVIDE 150mm HEIGHT CONCRETE

F C2 5B-3 C2 5B-3 C2 5B-3

C2 5B-3 C2
C2 C2

5B-3
C2 C2 5B-3 C2 5B-3 C2 C2

5B-3
C2 C2

C2 5B-3 C2
5B-3 C2 5B-3 C2 5B-3 C2

TIRE STOPPER @ EVERY VEHICLE

5B-4

5B-4

5B-4

5B-4
5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3
5B-2 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-2

(PLEASE SEE ARCHITECTURAL PLAN)

5B-4

5B-4
C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2

5B-4

5B-4

5B-4

5B-4
5B-5

5B-5
5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3
5B-4

5B-4
5B-1 5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1

C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2
25300

FORPHASEII

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3
5B-4

5B-4

5B-4

5B-4
5B-5

5B-5
5B-1 5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1

5B-4

5B-4
C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3
5B-4

5B-4

5B-4

5B-4
5B-5

5B-5
5B-4

5B-4
5B-1 5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1

C2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 C2

5B-2 5B-2

5B-4

5B-4

5B-4

5B-4
5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-3
2B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 2B-1
5B-4

5B-4
A C2 5B-3 C2 5B-3 C2 5B-3 C2 5B-3 C2 C2 5B-3 C2 5B-3 C2 5B-3 C2 5B-3 C2 C2 5B-3 C2 5B-3 C2 5B-3 C2 5B-3 C2

KEYPLAN
SCALE 1:500M
5 6 7 8 9 10 11 12 13 14 15
53800
26800 20 26800
7500 5900 5900 7500 7500 5900 5900 7500

C2 C2 C2 C2 125mm THK CONCRETE SLAB w/

FIBRE REINFORCED POLYMER
ON 1.0mm THK STEEL DECKING
w/ 10mmØ REBARS @ 200mm O.C.

C2 C2 C2 C2 5B-3 C2 5B-3 C2 C2 C2 C2 5B-3 C2 5B-3 C2 5B-3 C2

F C2 5B-3 5B-3 C2 5B-3 C2
5B-4

5B-4

5B-4

5B-4
5B-3

5B-3

5B-3

5B-3

5B-3

5B-3
5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-2
5000

5B-4
C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2
E
5B-4

5B-4

5B-4

5B-4

5B-5
5B-3

5B-3

5B-3

5B-3

5B-3

5B-3

5B-4
5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1
5000

C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2

D
5B-3

5B-3

5B-3

5B-3

5B-3

5B-3
5B-4

5B-4

5B-4

5B-4

5B-5
5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1
5000

5B-4
25300

C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2

C
5B-3

5B-3

5B-3

5B-3

5B-3

5B-3
5B-4

5B-4

5B-4

5B-4

5B-5

5B-4
5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 5B-1 5B-1
5000

C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 5B-2 C2 C2 5B-2 C2 5B-3 C2 5B-3 C2 C2

B 5B-2
5B-4

5B-4

5B-4

5B-4
5B-3

5B-3

5B-3

5B-3

5B-3

5B-3
5B-1 5B-3 5B-3 5B-1 5B-1 5B-3 5B-3 2B-1
5300

5B-4
A C2 C2 5B-3 C2 5B-3 C2 5B-3 C2 5B-3 C2 C2 5B-3 C2 5B-3 C2 5B-3 C2 5B-3 C2

1 LOWER DEK FRAMING PLAN SCALE 1:100M

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-11 31
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 11 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE:
 7500
7000 500
2750 11 EQ TREADS @ 250 EA=2750 1500

C8 x 13.75

1200
STAIR DETAIL PLAN

2400
LANDING
AT GROUND FLOOR C8 x 13.75

1200
TOP OF HANDRAIL

900
LOWER DECK 16
GB-1
C1 C1
C8 x 13.75
15
14
12 EQ TREADS @ 250 EA=3000 13
2500 1500 500
12
11
10
7750 9
8 75

3100
3.
7 x1
6 C8
5
C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75 4
3
1- 1- 1- 1- 1- 1-
∠5 0 ∠5 0 ∠ 0 ∠ 0 ∠5 0 ∠5 0 2
∠5 0 ∠5 50 ∠5 50 ∠5 0 ∠5 ∠5

C8 x 13.75

C8 x 13.75

C8 x 13.75

C8 x 13.75

C8 x 13.75

C8 x 13.75
0 1- 1- 0
1- 1- 1- 1- 1
1- FOURTH FFL 16
0 0 0 5 0 5 0 0 ∠5
-∠
5 1- -∠
5 1- -∠
5 1-
∠5 -∠ 1-
∠5 -∠ 1-
1-
∠5 0 C8 x 13.75
15
1 ∠5 1 1 1 1 ∠5
C8 x 13.75
50 0 14
STAIR DETAIL PLAN 0

∠
0 0 C8 x 13.75
2400

13
1-
AT SECOND FLOOR 1-
∠5 5 0 ∠5 5 0
C8 x 13.75 1-
∠5
∠5
0 12

C8 x 13.75
0

C8 x 13.75
0 -∠ -∠ 0

C8 x 13.75

C8 x 13.75
1 1 1- 11
1- 10
0 0 ∠ 0 1-
5 1- 5 50 ∠5 ∠5 9
1 -∠ ∠5 1 -∠ 1- 0
8 75

3100
C8 x 13.75 0 C8 x 13.75 C8 x 13.75 C8 x 13.75 3.
7 x1
6 C8
C1 2B-4 C1 2B-4 5
4
7750 3
2
1
16
THIRD FFL
15
C8 x 13.75 14
C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75
13
1- 1- 1- 1- 1- 1-
∠5 0 ∠5 0 ∠5 0 ∠5 5 0 ∠5 0 ∠5 0 12
∠5 0 ∠5 0 -∠
5 0 -∠ 0 ∠5 ∠5
C8 x 13.75

C8 x 13.75

C8 x 13.75

C8 x 13.75

C8 x 13.75

C8 x 13.75
0 1- 0
1- 1- 1 1- 11

14300
1
10
0 0 0 0 0 0 1-
TYPICAL STAIR DETAIL PLAN 1-
∠5 1-
∠5 1-
∠5 1-
1-
∠5 1-
∠5 1 -∠
5 1-
∠5 1 -∠
5 1-
∠5 1-
∠5 ∠5
0
9
C8 x 13.75

50 0 0 8
∠

0 0

3100
C8 x 13.75
2400

AT THIRD FLOOR - FOURTH FLOOR 7

3 .7
5
1-
1-
∠5 0 ∠5 0
C8 x 13.75 1-
∠ 0 6 x1
∠5 ∠5 50 ∠5 C8
C8 x 13.75

0
C8 x 13.75

0 5

C8 x 13.75

C8 x 13.75
1- 1- 1-
4
0 1- 1-
0 ∠5 0 ∠ 3
-∠
5 1- ∠5 0 1-
∠5 50
1 ∠5 1- 2
C8 x 13.75 0 C8 x 13.75 C8 x 13.75 C8 x 13.75
1
SECOND FFL 25
C2 3B-3 C2 3B-3
C8 x 13.75 24
C8 x 13.75
23
7750 22
21
20
19

2600
18
C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75 17
1- 1- 1- 1- 1- 16
∠5 0 ∠5 0 ∠ 0 ∠5 0 ∠5 0 1-
∠5 ∠5 50 ∠5 ∠5 ∠5 ∠5
∠5
0 15
C8 x 13.75

C8 x 13.75

C8 x 13.75

C8 x 13.75

C8 x 13.75

C8 x 13.75
0 0 0 0
1- 1- 1- 1- 1- 0 1- 14
1- 1- 1- 1- 1-
∠5 ∠5 ∠5 ∠ ∠ 13
50 50 0 50 0 50 50 50 50

5000
∠ 0 ∠ ∠ ∠ ∠
1- 1- 1- 1- 1- LANDING 12
STAIR DETAIL PLAN
C8 x 13.75

C8 x 13.75 C8 x 13.75 C8 x 13.75 C8 x 13.75 11

2400

C8 x 13.75
10
AT LOWER DECK 1-
∠5 5 0
1-
∠ 50 5 0
C8 x 13.75 1-
∠5 0 9
∠5
C8 x 13.75
C8 x 13.75

C8 x 13.75

0 -∠ -∠ 0
C8 x 13.75

1 1 1-
8
1- 1- 1-
∠5 ∠5 7
50 50 ∠5

2100
∠ 50 0 ∠ 0 ∠ 0 C8
1- 1- 1- 6
x1
3. 5
75
4
5B-3 5B-3 3
C2 C2
2
GROUND FFL
1

300
NGL

1 STAIR DETAILS SCALE 1:50M

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS KARL CHRISTIAN O. PACALA
AS SHOWN ENGINEER II
NATIONAL CAPITAL REGION Construction of Multi-Purpose Building,
QUEZON CITY 2ND DISTRICT ENGINEERING OFFICE ST-12 32
Phase 1, V. Luna Hospital Compound, PREPARED:
ELENA C CASTILLO MARK JAMES R. BERBOSO GENE S. LEAÑO JOHNNY L. PROTESTA, JR.
790 EDSA, DILIMAN, QUEZON CITY 12 12 54
Quezon City WILFRED G. TULIO ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC.-DISTRICT ENGINEER
ENGINEER II DATE: DATE: DATE: DATE: