NOTES ON CONCRETE MIXES & PLACING GENERAL NOTES: …

NOTES ON REINFORCING STEEL

NOTES ON MASONRY

NOTES ON CONCRETE MIXES & PLACING

BAR DIAMETERGRADE

TABLE - 1

NOTES ON STEEL

GENERAL NOTES:

36Ø

32Ø

28Ø

25Ø

20Ø

1040

930

810

720

580

1040

930

810

720

580

TOP BARS

(mm)

TABLE 1

2560

2270

BAR SIZE

(mm)

16Ø

36Ø

32Ø

f'c = 21 MPa

(3000 psi)

460

1970

1750

1990

910

1780

1140

TOP BARS

(mm)

28Ø

25Ø

20Ø

BAR SIZE

(mm)

16Ø

1530

1370

870

700

BOT. BARS

(mm)

f'c = 21 MPa

(3000 psi)

f'c = 28 MPa

(4000 psi)

460

1980

1760

1520

1350

1540

1370

880

1180

1060

680

f'c = 28 MPa

(4000 psi)

700 540

BOT. BARS

(mm)

ABBREVIATIONS:

TABLE-2 LENGTH OF LAP COMPRESSION SPLICES (mm)

DEVELOPMENT LENGTH, Ld, IN TENSION FOR R.C. BEAMS & GIRDERS

(PRISMATIC & NON-PRISMATIC)

DIMENSIONDIMENSION

DETAILING

L

D

DETAILING

68012Ø 520 530 410

38010Ø 300 300 300

12Ø 350 350

10Ø 300 300

OWNER: Project Title:

Republic of the Philippines

DEPARTMENT OF SCIENCE AND TECHNOLOGY

Philippine Science High School

MIMAROPA Region Campus

Brgy. Rizal, Odiongan, Romblon 5505

Location: Brgy. Rizal, Odiongan Romblon 5505

CONSTRUCTION

OF

DORMITORY BUILDING I

Sheet No.

S

1 11

Date Prepared: Date: Date:

Prepared by: Recommending approval by: Approved by: Sheet Content:

As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

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11. REFER TO ARCHITECTURAL DRAWING FOR SURFACE AND HEIGHT OF UNITS,

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12. ASSUMED ULTIMATE COMPRESSIVE STRENGTH OF COMPLETED MASONRY WALL

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16. CURING COMPOUNDS USED ON CONCRETE TO RECEIVE A FINISH SHALL BE

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REINFORCEMENT TO BE USED CORRESPONDING TO THE STRUCTURAL MEMBER

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1. UNLESS OTHERWISE SPECIFIED IN THE PLANS, THE MINIMUM YIELD STRENGTH OF

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SHALL BE AS ENUMERATED BELOW:

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APPROVED BY THE FINISH APPLICATOR BEFORE USE.

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13. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE

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NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN

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THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM

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WHERE DETAILED OPENINGS ARE PROVIDED.

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ARCHITECTURAL DRAWINGS.

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REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE.

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CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT

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15. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE

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FORMED WITH A 19MM CHAMFER, UNLESS OTHERWISE NOTED ON

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BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT.

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ON THE DRAWINGS.

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14. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED ONE THIRD OF SLAB

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BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL.

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LAYING PATTERN AND JOINT TYPE.

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IS 10.34 MPA U.N.O.

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FABRICATION WORKS. FABRICATION MUST NOT START UNLESS SHOP

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13. ALL STRUCTURAL STEEL MEMBERS SHALL BE APPLIED WITH RED LEAD

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PRIMER OR ANY EQUIVALENT BRAND. (2 COATS)

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DRAWING HAVE BEEN APPROVED.

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9. ALL DIMENSIONS IN THE PLANS SHALL BE VERIFIED BY THE FABRICATOR

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11. MATERIAL OR WORKMANSHIP NOT IN REASONABLE CONFORMANCE WITH

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PROVISIONS OF THIS SPECIFICATION MAY BE REJECTED AT ANY TIME

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OF CONNECTION DETAILS IS THE RESPONSIBILITY OF THE FABRICATOR

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12. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO

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DURING THE PROGRESS OF WORK.

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THAN 5 PERCENT SHALL REQUIRE APPROVAL BY THE ENGINEER.

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IN THE FIELD IN COORDINATION WITH THE GENERAL CONTRACTOR.

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10. ALL CONNECTION DETAILS SHOWN ARE CONCEPTUAL DESIGN AND

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FORCES TO BEARING PLATES SHALL BE MILLED FOR FULL BEARING.

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8. WORK POINT DIMENSIONS SHALL BE LOCATED WITHIN 1/4 INCH OF

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GEOMETRY RESULTING IN A MEMBER WHOSE LENGTH CHANGES BY MORE

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7. WELDING PROCEDURES AND MATERIALS SHALL BE IN ACCORDANCE

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WITH AWS D1.1 (LATEST REVISIONS) "STRUCTURAL WELDING CODE"

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LOCATION SHOWN IN DRAWINGS, ANY CHANGE IN STRUCTURAL

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WELDING ELECTRODES SHALL BE E 70xx.

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-

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+

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6. COMPRESSION MEMBERS OR PLATES TRANSMITTING COMPRESSION

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1. CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY

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3. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES

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6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME

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5. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 152.4MM, OR ONE FULL

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CONFORMANCE WITH THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED

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3. MORTAR MIX SHALL CONFORM TO REQUIREMENTS FOR TYPE S AND PROJECT

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UNITS CONFORMING TO C90 GRADE N, NORMAL WEIGHT. USE UNITS OPEN

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8. HIGH-LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH

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5. ADMIXTURES SHALL BE ADDED TO MORTAR OR GROUT RESPECTIVELY PER

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4. GROUT SHALL CONFORM TO REQUIREMENTS FOR COARSE GROUT. GROUT

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VIBRATORS UNLESS OTHERWISE IN WRITING BY THE DESIGNERS AND ONLY

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8. THE CONCRETE SLAB THICKNESS SHALL BE MAINTAINED UNLESS OTHERWISE

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10. CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO C-94.

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CONCRETE IS TO BE PLACED.

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SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.

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DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH

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12. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS

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11. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 AND CONTRACT

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AND TOP OF CONCRETE SLAB PRIOR TO REMOVAL OF FORMS.

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ETC., SEE CONTRACT DOCUMENTS.

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9. DRY PACK OR NON SHRINK GROUT UNDER BASEPLATES, SILL PLATES,

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SHOWN.

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CHAPTER 24 OF THE GOVERNING CODE.

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UNLESS NOTED OTHERWISE.

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9. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,

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10. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL

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MANUFACTURER'S RECOMMENDATIONS.

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BETWEEN MAIN REINFORCING AND MASONRY UNITS.

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7. LOW-LIFT CONSTRUCTION; MAXIMUM GROUT POUR HEIGHT IS 1219 MM.

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6. PROVIDE A MINIMUM OF ONE BAR DIAMETER (330 MM MINIMUM) GROUT

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6. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE

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4. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR TYPE II,

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5. AGGREGATE FOR HARDROCK CONCRETE - C-33. EXCEPTIONS MAY BE USED

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LOG SHALL INDICATE SCREED ELEVATIONS PRIOR TO THE CONCRETE POUR,

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ELEVATIONS BASED ON THE ARCHITECTURAL DRAWINGS PLUS THE ADDITION

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ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER.

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THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS.

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7. THE CONTRACTOR SHALL MAINTAIN A LOG OF STRUCTURAL SLAB

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OF ANY CAMBERS INDICATED ON THE CONSTRUCTION DOCUMENTS. THIS

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FOR UNUSUAL CONDITIONS WHERE VIBRATION IS EXTREMELY DIFFICULT TO

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ACCOMPLISH.

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LOW ALKALI.

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ADMIXTURE SHALL BE SIKA GROUT AID OR EQUAL.

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SPECIFICATIONS. MORTAR SHALL ATTAIN A COMPRESSIVE STRENGTH OF

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12.4 MPA AT 28 DAYS. ADMIXTURE SHALL BE SIKA RED LABEL.

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SHALL ATTAIN A COMPRESSIVE STRENGTH OF 13.8 MPA AT 28 DAYS.

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2. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.

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ONE END, AND BOND BEAM UNITS AT HORIZONTAL REINFORCING.

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1.4 PARAPETS AND CURTAIN WALLS,

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PLACING SHALL BE DONE PREFERABLE WITH BUGGIES, BUCKETS OR WHEEL.

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HOPPERS TO BUGGIES, WHEEL BARROWS OR BUCKETS IN WHICH CASE THEY

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NO CHUTES SHALL BE ALLOWED EXCEPT TO TRANSFER CONCRETE FROM

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2. CONCRETE SHALL BE IN ITS FINAL POSITION WITHOUT FLOWING.

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WILL NOT EXCEED 6100 mm IN AGGREGATE LENGTH.

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3. NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF

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FILLER WALLS AND GUTTER

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1.6 RETAINING WALLS, UNDERGROUND,

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PARTITIONS , SIDEWALKS AND PAVEMENTS.

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WATER TANK, SEPTIC TANK, SUMP TANK

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1.5 SLAB ON FILL/GRADE, BEDDED SLABS,

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psi

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MPa

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fc'

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psi

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psi

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MPa

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MPa

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fc'

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fc'

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GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING,

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WHEN THE FINAL IN-PLACE INSPECTION IS MADE.

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RESPECTIVELY, UNLESS NOTED OTHERWISE.

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7. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE

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IN CONFORMANCE WITH RECOMMENDED PRACTICES FOR WELDING

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4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

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MESH PLUS 50.8mm, WHICHEVER IS GREATER.

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REINFORCING STEEL ETC. AMERICAN WELDING SOCIETY, AWS-D14.

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1.3 R.C. FLOOR BEAMS AND GIRDERS,

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SUSPENDED SLABS AND STAIRS

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1.2 COLUMNS / RC WALLS / PEDESTAL

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1.1 FOOTING

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psi

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MPa

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psi

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psi

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MPa

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MPa

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fc'

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fc'

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fc'

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STRENGTH OF CONCRETE SHALL BE AS FOLLOWS:

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SPECIFICATIONS, THE MINIMUM 28-DAY CYLINDER COMPRESSIVE

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1. UNLESS OTHERWISE INDICATED IN THE PLANS OR NOTED ON THE

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2. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN

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CONCRETE' (ACI-318), AND THE 'MANUAL OF STANDARD PRACTICE FOR

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REINFORCED CONCRETE CONSTRUCTION' BY THE C.R.S.I. AND THE

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W.C.R.S.I., OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.

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C O N S T R U C T I O N N O T E S

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3000

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20.7

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3000

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20.7

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3000

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20.7

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GRADE 414 (fy=60 ksi)

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16, 20, 25, 28, 32, MM DIA.

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10, 12, MM DIA.

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SMALLER THAN 10 MM DIA.

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3000

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20.7

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3000

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20.7

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3000

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20.7

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FORCES TO BEARING PLATES SHALL BE MILLED FOR FULL BEARING.

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6. COMPRESSION MEMBERS OR PLATES TRANSMITTING COMPRESSION

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MENBERS SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY

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OF THE SECTION.

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CONFORM TO ASTM A36 (LATEST REVISION).

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BOLTS, NUTS AND WASHERS CONFORMING TO ASTM A325, TYPE "N"

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CONNECTIONS UNLESS APPROVED OTHERWISE. THE MINIMUM NUMBER

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4. BOLTED CONNECTIONS FOR BEAMS/PURLINS SHALL BE DESIGNED

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GIVEN BY THE AISC UNIFORM LOAD CAPACITY AS GIVEN BY THE

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TO SUPPORT HALF OF THE TOTAL UNIFORM LOAD CAPACITY AS

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AISC MANUAL OF STEEL CONSTRUCTION (13TH EDITION).

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5. WELDED CONNECTIONS AT ENDS OF TENSIONS OR COMPRESSION

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3. ALL BOLTED CONNECTIONS SHALL BE MADE USING HIGH STRENGTH

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OF BOLTS PER CONNECTION IS TWO.

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AND ERECTION OF STRUCTURAL STEEL BUILDINGS (1989 WITH LATEST

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2. ALL STRUCTURAL STEEL FOR SHAPE, PIPES, ANGLES, AND RODS SHALL

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1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN

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ACCORDANCE WITH AISC SPECIFICATION FOR DESIGN, FABRICATION,

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REVISIONS).

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- TOP BARS - BOTTOM BARS - EACH WAY - EACH FACE - CONSTRUCTION JOINT - EXPANSION JOINT - WELDED WIRE FABRIC - MANHOLE - JOINT - ELEVATION - TOP OF CONCRETE - TOP OF STEEL - CONTROL JOINT - PREMOULDED JOINT FILLER - TYPICAL - BOTHWAYS - BOTHFACE - CLEAR - ON CENTER - CENTERLINE - TOP CHORD - BOTTOM CHORD - WEB MEMBER - INVERT ELEVATION - REINFORCED CONCRETE PIPE - CATCH BASIN - HIGH POINT OF GRADE OR PAVING - FINISH FLOOR LINE - NATURAL GRADE LINE - BOTTOM OF FOOTING - VERTICAL BARS - HORIZONTAL BARS

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TB BB EW EF CJ EJ WWF MH JT ELEV TOC TOS CLJ PJF TYP BW BF CLR OC C TC BC WM IE RCP CB HP FFL NGL BOF VB HB

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DEVELOPMENT OF BUNDLED BARS

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1. Development length of individual bars within a bundle, in tension or compression, shall be that for the individual bar, increased 20% for three-bar bundle, and 33% for four-bar bundle. 2. Individual bar splices within a bundle shall not overlap. 3. Entire bundles shall not be lap spliced. 4. Bars spliced by noncontact lap splices in flexural members shall not be spaced transversely farther apart than one-fifth the required lap splice length nor 150mm. 5. Splices shall be staggered at least 600mm.

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Adjust rebars sizes, spacing and concrete dimensions as needed to facilitate

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This is very critical particularly when orthogonal beams and grade beams are present.

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joints, to ensure adequate clearances for placement of rebars and casting of concrete.

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4. Contractor shall check rebars arrangement at all members joints, inluding column footing

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3. Extent of column ties (ACI Sec. 21.4.4.5) within footings shall be a minimum of 12".

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seismic zone 2. Column tie shall be continued in a joint where confinement is not

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of: 8 x bar dia., 24 x tie dia., 1/2 minimum column dimension or 12" for frames in

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(clear column height), depth of column dimension or 18" for zone 2. A minimum

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2. Extent of special ties (ACI Sec. 21.4.4.4) above footing shall be a minimum of: 1/6 x

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1. Special tie (ACI Sec. 21.3.3.2) shall be a minimum of: d/4 , 8 x bar dia., 24 x tie dia.

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5. ALL DETAILS SHALL CONFORM TO ACI 318-11, UBC 97 AND ACI 315.

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proper construction.

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provided. (ACI Sec. 21.3.3.2)

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or 12"

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L

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NOTE: TYPE I FOR GENERAL USE

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12

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72

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48

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72

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75

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135%%d HOOK

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TYPE II

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135%%D HOOK

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D

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(mm)

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DIAMETER

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10

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BAR

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D

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90%%d HOOK

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60

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40

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(mm)

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135%%d HOOK

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60

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TYPE I

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L (mm)

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90%%D HOOK

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L

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75

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16

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96

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64

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96

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96

CONCRETE PROTECTION FOR REINFORCEMENT

ELEMENT MINIMUM CAMBER

MINIMUM CLEAR SPACINGBETWEEN REBARS "C"

SIZE BARBAR SINGLE

BUNDLETHREE BAR

BUNDLETWO BAR

BETWEEN SUPPORTSCLEAR SPAN

REMOVAL OF FORMS & SHORINGS

ELEMENTSSTRUCTURAL MINIMUM TIME PERIOD

(DAYS)

CAMBER REQUIREMENT








CONSTRUCTION

OF


Sheet No.

S

2 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

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CHB HOR. REINF. SEE SCHEDULE

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CHB VERT REINF. SEE SCHEDULE

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WALL REINFORCING @ CORNER

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OF REINFORCEMENT

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OF REINFORCEMENT

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2-%%C10mm

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OF REINFORCEMENT

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WALL REINFORCING @ INTERSECTION

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OF REINFORCEMENT

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CHB HOR. REINF. SEE SCHEDULE

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CHB VERT REINF. SEE SCHEDULE

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2-%%C10MM

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1@50, 4@100 REST @ 300mm O.C.

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DOWEL (SEE ABOVE TABLE)

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- VERTICAL STIFFENERS SHOULD BE PROVIDED @ 3000mm O.C. MAXIMUM.

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- HORIZONTAL STIFFENERS SHOULD BE PROVIDED @ 6000mm O.C. MAXIMUM.

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VERTICAL STIFFENER

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4-10mm %%C WITH 10mm TIES

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CHB STIFFENER DETAILS

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VERTICAL BAR SPACING

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10mm %%C STIRRUPS

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PROVIDE DOWEL TO MATCH

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1@50 REST @ 300mm O.C.

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HORIZONTAL STIFFENER

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2-10%%C

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2-10%%C

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(TYPICAL)

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OPENING

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DOOR

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1. DOOR OPENING DETAILS

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CHB WALL OPENING DETAILS

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A

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REINFORCEMENT

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CONTINUOUS HORIZONTAL

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LINTEL BEAM WITH 2-%%C10

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FLOOR LINE

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VERT. BARS

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2-%%C 10

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A

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WITH %%C8 @ 200 O.C.

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SECTION A - A

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STIRRUPS

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LINTEL BEAM

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WITH 4-%%C10

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CHB WALL

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CHB VERT. REINF.

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SECTION B - B

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CONC. EXTENSION

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WHEN REQUIRED

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W/ 2-%%C10 HOR. REINF.

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CHB VERT. REINF.

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CHB WALL

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2-%%C 10

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VERT. BARS

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METAL OR WOOD

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DOOR/WINDOW JAMB

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SECTION C - C

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50

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50

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30d

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30d

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CHB WALL REINFORCEMENT

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FOR SIZE & SPACING)

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VERT. BARS (SEE TABLE6

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DOWEL BARS TO

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HOT DIP GALVANIZED MILD STEEL DOWEL BARS AT 400mm CENTER VERTICALLY POSITIONED TO MISS MAIN BAR IN BEAM/SLAB ABOVE.

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HOLE %%c16

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HORIZONTAL REINF.

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VERTICAL REINF.

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ELASTIC SEALANT

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W/ BACKING ROD

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(min)

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(min)

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The following minimum concrete cover shall be provided for reinforcement:

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CAST-IN-PLACE CONCRETE (NONPRESTRESSED)

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A. Concrete cast against and permanently exposed to earth..................................................... B. Concrete exposed to earth or weather: No. 19 through No. 56 ........................................................... No. 16 bar, W31 or D31 wire, and smaller .............................................................................. C. Concrete not exposed to weather or in contact with ground: Slabs, walls, joists: No. 44 and No. 56 bars ................................................... No. 36 bar and smaller ..................................................... Beams, columns: Primary reinforcement, ties, stirrups, spirals ................................................................... Shells, folded plate members: No. 19 bar and larger ........................................................ No. 16 bar, W31 or D31 wire, and smaller .........................................................................

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50mm

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3. ALL CONSTRUCTION JOINTS SHALL BE THOUROUGHLY

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CLEANED & ROUGHENED BEFORE PLACING FRESH CONCRETE

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GIRDER SOFFIT

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FLOOR SLABS

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ONE - WAY

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MAXIMUM LIMITATION

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4. LOCATION OF BAR CUT-OFFS'

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(SWEEP AND / OR PLUMBNESS)

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CANTILEVER R.C. BEAMS

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R.C. BEAMS

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R.C. SLABS

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ELEMENT

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OR BENDS

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18mm FOR EVERY 3.00M. SPAN

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6mm FOR EVERY 4.50M. SPAN

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3mm FOR EVERY 3.00M. SHORTER SPAN

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MINIMUM CAMBER

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= %%P 24mm

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= %%P 12mm

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= %%P 50mm

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per 3.00 M.

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MINIMUM "C" SHALL BE 25mm

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IS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

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* CONCRETE COVER SHALL BE 75mm IF CONCRETE

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LOCATION TO REINFORCEMENTS

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1. CROSS SECTIONAL DIMENSIONS &

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CONCRETE TOLERANCES

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2. MEMBER LENGTH or HEIGHT

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DIMENSION LESS THAN 200mm = %%P 6mm

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200mm to 600mm

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3. DEVIATION FROM STRAIGHT

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OVER 600mm

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= %%P 12mm

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= %%P 12mm

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= %%P 9mm

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MAXIMUM TOLERANCES

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per 3.00 M.

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WITH BURLAP OR OTHER APPROVED MATERIALS

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BY CONTINUOUS SPRAYING, OR BY COVERING

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CONTINUOUSLY WET BY COVERING WITH WATER,

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CAUSE OBJECTIONABLE STAINING OR DISCOLORATION

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3. IN ANY CASE, A WET SUSPENDED FLOOR SHOULD

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BE CARRIED BY AT LEAST TWO-DRY SUSPENDED FLOOR

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1. ALTERNATIVE SCHEME OF WATERPROOFING MAY BE

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CLEAN & FREE FROM ANY ELEMENTS WHICH MIGHT

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HOSING. WATER FOR CURING SHALL BE GENERALLY

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THE COVERING WET BY SPRAYING OR INTERMETTENT

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THOROUGHLY SATURATED WITH WATER AND KEEPING

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2. WATER STOPS SHALL BE PROVIDED ON AREAS

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SPECIFIED BY THE ARCHITECT'S / ENGINEERS

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PRESENTED SUBJECT TO ARCHITECT'S & ENGINEER'S APPROVAL

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NOTES :

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BELOW .

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OF THE CONCRETE.

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2. THE SURFACE OF THE CONCRETE SHALL BE KEPT

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1. ALL CONCRETE SHALL BE MOIST CURED FOR A

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APPLICABLE TO LOCAL CONDITIONS. THE CONTRACTOR

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PROCESS IMMEDIATELY FOLLOWING THE REMOVAL

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AND SHALL BE READY TO START THE CURING

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FOR ADEQUATE CURING AND PROTECTION OF CONCRETE

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SHALL HAVE ON HAND ALL EQUIPMENT NEEDED

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DAYS BY AN APPROVED METHOD OR COMBINATION

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PERIOD NOT LESS THAN SEVEN (7) CONSECUTIVE

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OF FORMS.

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OVER 6.00 M.

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3.00 M. to 6.00 M.

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UNDER 3.00 M.

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OVER 6.00 M.

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3.00 M. to 6.00 M.

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10

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14

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21

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7

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4

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JOIST, BEAMS &

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SLAB ON GRADE

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GIRDER SIDES &

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WALLS, COLUMNS, BEAMS,

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36mm%%c

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32mm%%c

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25mm%%c

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36mm

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32mm

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25mm

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50mm

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46mm

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36mm

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62mm

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55mm

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44mm

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OF WATERPROOFING

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SCREED PROTECTION

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ARCHITECT'S SPECIFICATIONS

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WATERPROOFING AS PER

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UNDER 3.00 M.

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_

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7

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1

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DECK SLAB

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t

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SLAB

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THICKNESS

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SLOPE TO DRAIN

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GA #8 TO BE PROVIDED ON ALL AREAS

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WHERE SCREED THICKNESS EXCEEDS 75mm (3")

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WIREMESH (WWF) 100mm x 100mm

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OF ROOF SLAB

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L

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C

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75 50 40 40 20 40 20 12

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Minimum Cover (mm)

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FLOOR LINE

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B

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WINDOW

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OPENING

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B

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A

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2. WINDOW OPENING DETAILS

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A

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2-%%C 10

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C

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VERT. BARS

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PLANTED RC COLUMN

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VERTICAL BARS

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D10 TIES @ 100 O.C.

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TIES

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THUS:

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AT SUSPENDED SLAB

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WHERE BEAM DEPTH h>600,

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PROVIDE ADDITIONAL EQUALLY

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SPACED KEYS AS REQUIRED,

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NOTES:

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TOP & BOTTOM BARS TO RUN

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THRU JOINT UNINTERRUPTED

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TOP OF RC BEAM

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DETAIL @ SLAB OPENINGS

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TOP & BOTTOM BARS

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TO RUN THRU JOINT

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UNINTERRUPTED

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(TYP)

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AT BEAM

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2-D20 DIAGONAL

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SHEAR BARS

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2 ADDITIONAL

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STIRRUPS

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THIRD SPAN OF BEAM)

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(LOCATION WITHIN MIDDLE

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SIDE OF OPENING =1/2 AREA OF

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(EACH LAYER, TYP), SPACING=

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INTERRUPTED BARS PLUS 2-D12

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LAYER (OMIT IF

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CLEAR

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OPENING IS LESS

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THAN 250mm)

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OPENING

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OPENING, EACH

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EACH CORNER OF

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1-D16 EXTRA BAR

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(TOP AND BOTTOM)

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INTERRUPTED BARS

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75 OC

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AREA OF ADDED BARS ON EACH

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INTERRUPTED BARS

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(TOP & BOTTOM)

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RC COLUMN DETAIL

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4

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SCALE

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NTS

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TYPICAL PLANTED

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TYPICAL CONSTRUCTION JOINT DETAIL

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1

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SCALE

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NTS

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S2

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5

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SCALE

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NTS

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TYPICAL SLAB DEPRESSION DETAIL

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CALLED FOR IN THE

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SLAB TOP BARS WHEN

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SLAB THICKNESS

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t

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Ld

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Ld

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t

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45

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FINISH FLOOR LEVEL

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SCHEDULE

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Ld

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REQUIRED TOP & BOT. BARS

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VER. ARCH'L. PLANS

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DEPRESSION d

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FINISH FLOOR LEVEL

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3

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SCALE

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NTS

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OR WALL

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CHB HOR. REINF. SEE CONSTRUCTION

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END BLOCK

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2-%%C12 VERT. EXTRA REINF.

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NOTES FOR SCHED OF REINF.

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WALL REINFORCING @ CORNER

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COMPRESSIBLE FILLER

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CHB WALL

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SEALING STRIP (20 x 20)

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MATERIAL WITH INTUMESCENT

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OF REINFORCEMENT

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CHB VERT. REINF. SEE SCHEDULE

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RC COLUMN

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ON BOTH FACES

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100mm

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MAX TIE SPACING

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-

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<

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TOP BARS

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BOT BARS

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WEB BARS

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TOP BARS

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TYPICAL BEAM DETAIL AT DEPRESSION

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2

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SCALE

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NTS

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S2

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S2

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S2

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S2

33.00

6.60

13.85

3.30

2.40

1.83

1.83

3.90

3.303.30 3.30 3.30 3.30 3.30 3.30

A B C D E F G H I J

1

3

4

6

2

5

3.90

FOUNDATION PLANSCALE 1:150MTS

S3

1

A' J'

1.501.50

2.57

1.33

4'

6'

5.40

C2-F5

C1-F8 C1-F8

C3-F7 C2-F5

C3-F7

C3-F5

C6-F3

C3-F5

C5-F9

C1-F2

C3-F8

C3-F8

C4-F9

C4-F10

FTB1

FTB1

FTB1FTB1

FTB1

FTB1

FTB1

FTB1

FT

B1

FT

B1

FT

B1

FT

B1

FT

B1

FT

B1

FT

B1

C5-F8

FT

B1

FTB1

FTB1

FTB1

C12-F1

FTB1 FTB1

FT

B1

FT

B1

FT

B1

FT

B1

FT

B1

C12-F1

C4-F9

C9-F2

C11-F2

C9-F2

C11-F2

C8-F4 C8-F5 C8-F4 C8-F4

C6-F5

C3-F7

C3-F8C3-F8

C8-F5 C6-F5C3-F7

C8-F5

C11-F3

C11-F3

C10-F1

C5-F8

C10-F1

C3-F6

C6-F3

C5-F6C5-F6

C6-F3

C3-F6

C6-F3

C11-F2

C11-F2








CONSTRUCTION

OF


Sheet No.

S

3 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

AutoCAD SHX Text

100mm THK SLAB W/ 10mm TOPBARS at 300mm O.C. 75mm THK. GRAVEL BED 95% COMPACTION AS PER ASTM D1557

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NOTES: 1. ALL FOUNDATION WERE CONSTRUCTED BY OTHERS AND TO BE EXCLUDED ON THE SCOPE OF ALL FOUNDATION WERE CONSTRUCTED BY OTHERS AND TO BE EXCLUDED ON THE SCOPE OF WORK. 2. ALL FOOTING TIE BEAM AND GRADE BEAM WERE CONSTRUCTED BY OTHERS AND TO BE ALL FOOTING TIE BEAM AND GRADE BEAM WERE CONSTRUCTED BY OTHERS AND TO BE EXCLUDED ON THE SCOPE OF WORK. 3. ALL COLUMNS FROM FOUNDATION TO GROUND FLOOR WERE CONSTRUCTED BY OTHERS AND TO ALL COLUMNS FROM FOUNDATION TO GROUND FLOOR WERE CONSTRUCTED BY OTHERS AND TO BE EXCLUDED ON THE SCOPE OF WORK. 4. SHADED AREA OF SLAB ON GRADE WERE CONSTRUCTED BY OTHERS AND TO BE EXCLUDED ON SHADED AREA OF SLAB ON GRADE WERE CONSTRUCTED BY OTHERS AND TO BE EXCLUDED ON THE SCOPE OF WORK.

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SLAB CONSTRUCTED BY OTHERS (SEE NOTES)

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50

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50

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50

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50

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50

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50

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50

33.00

6.60

13.85

3.30

2.40

1.83

1.83

3.90

3.303.30 3.30 3.30 3.30 3.30 3.30

A B C D E F G H I J

1

3

4

6

2

5

3.90

MEZZANINE FRAMING PLANSCALE 1:150MTS

S4

1

A' J'

1.501.50

2.57

1.33

4'

6'

5.40

DN UP DNUP

UP UP

DNDN

1.65








CONSTRUCTION

OF


Sheet No.

S

4 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

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B2-A

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B2-A

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B2-A

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B2-A

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B2-A

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B3-A

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B3-B

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B3-A

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B2-B

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B3-E

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B2-D

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B2-D

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B2-B

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B2-D

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B2-D

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B3-E

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B2-B

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B2-B

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B2-B

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B4-B

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B4-B

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B4-B

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B4-B

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B4-B

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B4-B

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B3-C

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B4-A

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B3-C

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B4-A

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B3-C

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B4-A

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B3-C

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B4-A

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B2-B

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B2-B

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B2-B

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B4-C

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B4-C

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B4-D

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B4-D

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B4-D

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B4-D

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S1

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S1

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S1

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S1

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S2

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S2

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S2

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S2

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S2

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B5-B

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B5-A

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B5-B

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B5-A

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S1

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S2

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S2

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B5-B

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B5-A

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B5-B

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B5-A

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S2

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50

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50

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50

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100

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50

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50

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100

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50

13.85

2.40

1.83

A B C D E F G H I J

1

3

4

6

2

5

3.90

SECOND FRAMING PLANSCALE 1:150MTS

S5

1

A' J'

2.57

1.33

4'

6'

5.40

DN DN

33.00

6.603.30 3.303.30 3.30 3.30 3.30 3.30 3.30 1.501.50

2.00

1.83

3.90

6.00

9.90








CONSTRUCTION

OF


Sheet No.

S

5 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

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B2-A

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B1-C

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B1-A

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B1-A

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B3-F

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B1-C

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B1-C

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B3-F

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B3-E

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B1-C

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B3-E

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B2-D

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B3-E

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B2-B

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B2-D

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B1-C

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B2-D

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B2-B

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B4-B

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B3-D

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B4-A

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B3-D

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B4-A

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B3-D

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B4-A

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B3-G

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B3-D

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PC1

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PC1

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PC1

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PC1

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S1

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ST1

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ST1

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ST1

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ST3

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ST3

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ST3

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ST3

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ST3

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AT 600MM OC.

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RHS100x50x1.5

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AT 600MM OC.

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RHS100x50x1.5

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

33.00

6.60

13.85

3.30

2.40

1.83

1.83

3.90

3.303.30 3.30 3.30 3.30 3.30 3.30

A B C D E F G H I J

1

3

4

6

2

5

3.90

THIRD FRAMING PLANSCALE 1:150MTS

S6

1

A' J'

1.501.50

2.57

1.33

4'

6'

5.40

DN DN








CONSTRUCTION

OF


Sheet No.

S

6 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

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B2-A

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B1-D

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B1-D

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B2-A

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B2-A

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B2-A

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B2-A

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B1-C

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B1-C

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B3-F

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B2-B

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B2-B

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B1-C

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B1-C

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B2-B

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B2-B

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B2-B

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B2-B

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B2-B

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B4-B

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B4-B

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B4-B

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B4-B

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B4-B

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B4-A

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B3-D

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B4-A

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B3-D

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B4-A

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B3-F

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PC1

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PC1

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S1

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S1

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S1

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S1

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S1

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S2

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S1

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S1

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S1

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S2

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S1

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S2

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B1-D

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B1-C

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

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50

33.00

6.60

13.85

3.30

2.40

1.83

1.83

3.90

3.303.30 3.30 3.30 3.30 3.30 3.30

A B C D E F G H I J

1

3

4

6

2

5

3.90

ROOF FRAMING PLANSCALE 1:150MTS

S7

1

A' J'

1.501.50

2.57

1.33

4'

6'

5.40

C7-F2C7-F2

T-1

T-1

T-1

T-1

T-1

T-1

T-1

T-1

T-1

0.50

0.50

SCALE:

1:150MTS

DETAIL 1

2

S7








CONSTRUCTION

OF


Sheet No.

S

7 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

AutoCAD SHX Text

B3-C

AutoCAD SHX Text

B3-A

AutoCAD SHX Text

B3-A

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B3-A

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B3-A

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B3-A

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B3-A

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B3-A

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B3-C

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B1-E

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B1-E

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B1-E

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B1-E

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B1-E

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B1-E

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B1-E

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B1-E

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B1-E

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B1-A

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B1-A

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B1-A

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B1-A

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B1-A

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B3-A

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B3-A

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B3-A

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B3-A

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B3-F

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B3-A

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B3-A

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B3-A

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B3-A

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B3-A

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B3-A

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B3-A

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B3-A

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B2-B

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B3-A

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B3-A

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B3-A

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B3-A

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B2-B

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B3-A

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B3-A

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B3-A

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B3-A

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B2-B

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B2-B

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B2-B

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B2-B

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B4-B

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B4-B

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B4-B

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B4-B

AutoCAD SHX Text

B4-B

AutoCAD SHX Text

B4-B

AutoCAD SHX Text

B3-D

AutoCAD SHX Text

B4-A

AutoCAD SHX Text

B3-D

AutoCAD SHX Text

B4-A

AutoCAD SHX Text

B3-D

AutoCAD SHX Text

B4-A

AutoCAD SHX Text

B3-D

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B4-A

AutoCAD SHX Text

B3-A

AutoCAD SHX Text

B1-E

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S3

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S3

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S3

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S3

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S3

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S3

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S1

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PC2

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PC2

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PC2

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PC2

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FILLER WALL

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FILLER WALL

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B3-A

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B3-A

AutoCAD SHX Text

B3-A

AutoCAD SHX Text

B3-A

AutoCAD SHX Text

B3-A

AutoCAD SHX Text

B3-A

AutoCAD SHX Text

B2-B

AutoCAD SHX Text

B2-D

AutoCAD SHX Text

B2-B

AutoCAD SHX Text

B2-B

AutoCAD SHX Text

PURLINS AT 600MM OC.

AutoCAD SHX Text

LC 150x50x20x1.2

AutoCAD SHX Text

WITH 10MMØ SAGRODS @ MID

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DETAIL 1

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DETAIL 1

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B5-A

AutoCAD SHX Text

B5-A

AutoCAD SHX Text

B5-A

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B5-A

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S2

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B2-B

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S3

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S1

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S3

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B3-A

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B3-A

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B3-A

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B2-B

SCHEDULE OF COLUMN

C3

FO

UN

DA

TIO

N to 2N

D F

LO

OR

2N

D F

LO

OR

to 3R

D F

LO

OR

3R

D F

LO

OR

to R

OO

F

C4 C5 C6 C7C1 C2 C8 C9

C10 C11 C12 PC1

TYPICAL

COLUMN ELEVATION

1

FO

UN

DA

TIO

N to 2N

D F

LO

OR

2N

D F

LO

OR

to 3R

D F

LO

OR

3R

D F

LO

OR

to R

OO

F

SCHEDULE OF COLUMN

PC2

RO

OF

D

EC

K








CONSTRUCTION

OF


Sheet No.

S

8 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

AutoCAD SHX Text

400mmx400mm 24-16mm VERTICAL BARS5 SETS 10mm CLOSED TIES

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

400mmx400mm 8-16mm VERTICAL BARS1 SETS 10mm CLOSED TIES2 SETS 10mm SUPP. TIES

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

4. PROVIDE TIES @ 100mm O.C. (MAX.) OVER THE FULL LAP SPLICE LENGTH 5. SPECIAL TIES @ THE BEAM COL. JOINT TO CONFORM TO THE SAME CONFIGURATION OF TIES AS INDICATED IN THE SCHEDULE OF COLUMNS 6. NO. OF SPLICES BARS AT ONE LEVEL SHALL NOT EXCEED ONE-THIRD (1/3) OF THE TOTAL NO. OF COLUMN VERTICAL BARS

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

S8

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NTS

AutoCAD SHX Text

NOTES: 1. Y = MAX OF FF. a. H/6 b. 450mm c. MAX COLUMN DIMENSION 2. SPLICES ARE PERMITTED ONLY WITHIN THE CENTER HALF OF COLUMN HEIGHT (H) 3. STAGGER BAR SPLICES BY 600mm OR MORE

AutoCAD SHX Text

CLOSED TIES

AutoCAD SHX Text

CLOSED TIES

AutoCAD SHX Text

N.G.L.

AutoCAD SHX Text

CLOSED TIES

AutoCAD SHX Text

CLOSED TIES

AutoCAD SHX Text

FLOOR LEVEL

AutoCAD SHX Text

1.3ld

AutoCAD SHX Text

1.3ld

AutoCAD SHX Text

CLOSED TIES

AutoCAD SHX Text

CLOSED TIES

AutoCAD SHX Text

CLOSED TIES

AutoCAD SHX Text

CLOSED TIES

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CLOSED TIES

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CLOSED TIES

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ROOF LEVEL

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10MM CLOSED@ 100MM O.C.

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FLOOR LEVEL

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SECTIONELEVATIONTYPICAL BEAM DETAILED ELEVATION

TYPE OF STIRRUPS

A B C

TOP BARSMARK (mm)BEAM H

(mm)B REBAR

(mm)BOTTOM BARS

STEEL REINFORCEMENTLEFT SUPPORT MIDSPAN

SIZE(mmØ)RIGHT SUPPORT WEB BARS

SPACING (START, 1 @ 50)

STIRRUPSREMARKS

S C H E D U L E O F R. C. B E A M S

TOP BARS BOTTOM BARS TOP BARS BOTTOM BARS

TRUSS DETAIL1

1.50

12.65

0.30

1.10

TYP. CONNECTION DETAIL2








CONSTRUCTION

OF


Sheet No.

S

9 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

L

AutoCAD SHX Text

DISTANCE 2D FROM THE FACE OF THE

AutoCAD SHX Text

THE FACE OF THE SUPPORT.

AutoCAD SHX Text

SUPPORT. FIRST STIRRUP SHALL 5D FROM

AutoCAD SHX Text

O.C. MAXIMUM SPACING.

AutoCAD SHX Text

CLOSED HOOPS SHALL BE PROVIDED

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WITHIN THE LAP SPLICE LENGTH AT 100

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LENGTHS SHOWN ON SHEET

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STRING OF BEAMS.

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BE SPACED AT 100 O.C. MAXIMUM AT A

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ONLY ON ONE LOCATION FOR EACH

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TOP & BOTTOM BARS MAY BE LAP SPLICED

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CLOSED HOOPS WITH A 135%%d BEND SHALL

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LAP SPLICE SHALL BE LOCATED ONLY

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TIMES THE BOTTOM BAR LAP SPLICE.

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TOP BAR LAP SPLICE SHALL BE 1.40

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WITHIN THE LAP SPLICE ZONE.

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EXTENSION LENGTH AND REQUIRED CONCRETE

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STRUCTURAL NOTES :

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SEE TABLE OF LAP SPLICE & ANCHORAGE

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fy = 60,000 psi

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MINIMUM BEAM DEPTH IS BASED ON HOOK

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HOOP SPACING

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BOTTOM BARS

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AS SHOWN TO MATCH

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ADDITIONAL ROW OF TOP

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BARS (AS REQUIRED).

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PROVIDE ADD'L. TIES

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AS SHOWN TO MATCH

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HOOP SPACING

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BEAM HOOPS

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ADDITIONAL ROW OF BOTTOM

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BARS (AS REQUIRED).

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PROVIDE ADD'L. TIES

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CONTINUOUS

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WEB BARS

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SPLICE ZONE FOR

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SPLICE ZONE FOR

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(TYP.)

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COVER

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40mm

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DISCONTINUOUS END

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C COLUMN

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40mm

AutoCAD SHX Text

COVER

AutoCAD SHX Text

(TYP.)

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L

AutoCAD SHX Text

TOP BARS

AutoCAD SHX Text

135

AutoCAD SHX Text

C CONCRETE BEAM

AutoCAD SHX Text

NOTE: SLAB REINFORCEMENT NOT SHOWN FOR CLARITY

AutoCAD SHX Text

B

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B

AutoCAD SHX Text

40mm CLEAR TO

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STIRRUPS TYPICAL

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db

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L

AutoCAD SHX Text

3.

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WEB BARS

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(TYPICAL)

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6.

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4.

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5.

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I.D.=4db

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6dB

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o

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COVER.

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1.

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2.

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NOTES:

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1.

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2.

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BOTTOM BARS

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@ LEFT SUPPORT

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TOP BARS

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@ RIGHT SUPPORT

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BOTTOM BARS

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@ MIDSPAN

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BOTTOM BARS

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@ LEFT SUPPORT

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@ MIDSPAN

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TOP BARS

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TOP BARS

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@ LEFT SUPPORT

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BOTTOM BARS

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@ RIGHT SUPPORT

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TOP BARS

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@ RIGHT SUPPORT

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EXTRA BOTTOM

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BARS

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EXTRA BOTTOM

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BARS

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TOP BARS

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CONTINUOUS

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TOP BARS

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CONTINUOUS

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TOP BARS

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CONTINUOUS

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CONTINUOUS

AutoCAD SHX Text

BOTTOM BARS

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CONTINUOUS

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BOTTOM BARS

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CONTINUOUS

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BOTTOM BARS

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C COLUMN

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(SEE REMARKS)

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CONTINUOUS END

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2d

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2d

AutoCAD SHX Text

HOOP REINFORCEMENT

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HOOP REINFORCEMENT

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HOOP REINFORCEMENT

AutoCAD SHX Text

NUMBER OF TOP AND BOTTOM BARS FROM ADJACENT SPAN.

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AT INTERIOR SUPPORT (CONTINUOUS END) PROVIDE LARGER SIZE AND

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END

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DISCONTINUOUS

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@ CANTILEVER'S

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TOP BARS

AutoCAD SHX Text

BOTTOM BARS

AutoCAD SHX Text

0.75 LC OR 0.25 L1

AutoCAD SHX Text

0.75 LC OR 0.25 L1

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DISCONTINUOUS

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@ CANTILEVER'S

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BOTTOM BARS

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@ SUPPORT

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HOOP REINFORCEMENT

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HOOP REINFORCEMENT

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HOOP REINFORCEMENT

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FREE END

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DISCONTINUOUS

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END

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NOTE:

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BOTTOM BARS

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@ MIDSPAN

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HOOP REINFORCEMENT

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HOOP REINFORCEMENT

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HOOP REINFORCEMENT

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(SEE REMARKS)

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"A" OR "B"

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CONTINUOUS END

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C COLUMN

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L

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TOP BARS

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@ LEFT SUPPORT

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2d

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2d

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BOTTOM BARS

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@ RIGHT SUPPORT

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"A" OR "B"

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0.25 L1 OR 0.25 L2

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0.25 L1 OR 0.25 L2

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@ MIDSPAN

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TOP BARS

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B1-D

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A

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4

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4

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4

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4

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4

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4

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10%%C

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-

AutoCAD SHX Text

A

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

6

AutoCAD SHX Text

4

AutoCAD SHX Text

10%%C

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10 at 100, REST @ 200

AutoCAD SHX Text

25%%C

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6

AutoCAD SHX Text

4

AutoCAD SHX Text

500

AutoCAD SHX Text

300

AutoCAD SHX Text

A

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

B1-E

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500

AutoCAD SHX Text

300

AutoCAD SHX Text

20%%C

AutoCAD SHX Text

10 at 100, REST @ 200

AutoCAD SHX Text

A

AutoCAD SHX Text

3

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

-

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

9 at 100, REST @ 200

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A

AutoCAD SHX Text

3

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10%%C

AutoCAD SHX Text

-

AutoCAD SHX Text

3

AutoCAD SHX Text

3

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5

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5

AutoCAD SHX Text

3

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9 at 100, REST @ 200

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A

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10%%C

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8 at 100, REST @ 200

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B2-A

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450

AutoCAD SHX Text

250

AutoCAD SHX Text

16%%C

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B2-B

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B3-B

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B2-C

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450

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250

AutoCAD SHX Text

20%%C

AutoCAD SHX Text

450

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250

AutoCAD SHX Text

20%%C

AutoCAD SHX Text

400

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250

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16%%C

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9 at 100, REST @ 200

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B

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10%%C

AutoCAD SHX Text

-

AutoCAD SHX Text

8 at 100, REST @ 200

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B3-D

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400

AutoCAD SHX Text

250

AutoCAD SHX Text

20%%C

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A

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10%%C

AutoCAD SHX Text

-

AutoCAD SHX Text

8 at 100, REST @ 200

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400

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250

AutoCAD SHX Text

20%%C

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B3-E

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-

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A

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10%%C

AutoCAD SHX Text

-

AutoCAD SHX Text

8 at 100, REST @ 200

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400

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250

AutoCAD SHX Text

20%%C

AutoCAD SHX Text

B3-F

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A

AutoCAD SHX Text

3

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10%%C

AutoCAD SHX Text

-

AutoCAD SHX Text

3

AutoCAD SHX Text

8 at 100, REST @ 200

AutoCAD SHX Text

-

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

400

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250

AutoCAD SHX Text

25%%C

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B3-G

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A

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3

AutoCAD SHX Text

5

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

10%%C

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10 at 100, REST @ 200

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5

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3

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A

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4

AutoCAD SHX Text

6

AutoCAD SHX Text

6

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4

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10%%C

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10 at 100, REST @ 150

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6

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4

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C

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10%%C

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10 at 100, REST @ 200

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B1-A

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B1-B

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B1-C

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20%%C

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500

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300

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500

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300

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500

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300

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20%%C

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20%%C

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B

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4

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6

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6

AutoCAD SHX Text

4

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10%%C

AutoCAD SHX Text

9 at 100, REST @ 200

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6

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4

AutoCAD SHX Text

B2-D

AutoCAD SHX Text

20%%C

AutoCAD SHX Text

250

AutoCAD SHX Text

A

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

8 at 100, REST @ 200

AutoCAD SHX Text

B3-A

AutoCAD SHX Text

16%%C

AutoCAD SHX Text

250

AutoCAD SHX Text

B

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

8 at 100, REST @ 200

AutoCAD SHX Text

B3-C

AutoCAD SHX Text

400

AutoCAD SHX Text

250

AutoCAD SHX Text

16%%C

AutoCAD SHX Text

A

AutoCAD SHX Text

3

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

-

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

8 at 100, REST @ 200

AutoCAD SHX Text

3

AutoCAD SHX Text

-

AutoCAD SHX Text

400

AutoCAD SHX Text

200

AutoCAD SHX Text

16%%C

AutoCAD SHX Text

B4-A

AutoCAD SHX Text

B4-B

AutoCAD SHX Text

A

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

8 at 100, REST @ 200

AutoCAD SHX Text

16%%C

AutoCAD SHX Text

400

AutoCAD SHX Text

200

AutoCAD SHX Text

B4-C

AutoCAD SHX Text

A

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

8 at 100, REST @ 200

AutoCAD SHX Text

16%%C

AutoCAD SHX Text

400

AutoCAD SHX Text

200

AutoCAD SHX Text

-

AutoCAD SHX Text

450

AutoCAD SHX Text

400

AutoCAD SHX Text

B5-A

AutoCAD SHX Text

A

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

7 at 100, REST @ 200

AutoCAD SHX Text

16%%C

AutoCAD SHX Text

350

AutoCAD SHX Text

200

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

S9

AutoCAD SHX Text

T-1

AutoCAD SHX Text

TOP CHORD: 2L- 50 x 50 x 6

AutoCAD SHX Text

BOT. CHORD: 2L- 50 x 50 x 6

AutoCAD SHX Text

WEB: 2L- 38 x 38 x 6

AutoCAD SHX Text

DIAGONAL MEMBER

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GUSSET PLATE

AutoCAD SHX Text

8mm THK.

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DIAGONAL MEMBER

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VERTICAL MEMBER

AutoCAD SHX Text

TOP & BOTTOM CHORD

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

TOP & BOTTOM CHORD

AutoCAD SHX Text

VERTICAL MEMBER

AutoCAD SHX Text

DIAGONAL MEMBER

AutoCAD SHX Text

8mm THK.

AutoCAD SHX Text

GUSSET PLATE

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

S9

AutoCAD SHX Text

B4-D

AutoCAD SHX Text

A

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

REST @ 100

AutoCAD SHX Text

20%%C

AutoCAD SHX Text

400

AutoCAD SHX Text

200

AutoCAD SHX Text

-

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

B5-B

AutoCAD SHX Text

A

AutoCAD SHX Text

10%%C

AutoCAD SHX Text

7 at 100, REST @ 200

AutoCAD SHX Text

16%%C

AutoCAD SHX Text

350

AutoCAD SHX Text

200

AutoCAD SHX Text

-

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

2

AutoCAD SHX Text

4

SLABMARK

tmm

SHORT SPAN LONG SPANBOTTOM BARS

CONTINUOUS EXTRA CONTINUOUSTOP BARS

EXTRA INTERIOR EXTRA EXTERIORBOTTOM BARS

CONTINUOUS EXTRA CONTINUOUSTOP BARS

EXTRA INTERIOR EXTRA EXTERIORREMARKS

S C H E D U L E O F R. C. S L A B S

ELEVATION OF R.C. SLAB PLAN

TYP. STAIR DETAIL

600

1

350

350

200

STB-1 DETAIL2








CONSTRUCTION

OF


Sheet No.

S

10 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

AutoCAD SHX Text

125

AutoCAD SHX Text

10 @ 300

AutoCAD SHX Text

10 @ 300

AutoCAD SHX Text

10 @ 300

AutoCAD SHX Text

10 @ 300

AutoCAD SHX Text

2 WAY

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

-

AutoCAD SHX Text

S1

AutoCAD SHX Text

EXTERIOR EXTRA TOP BARS

AutoCAD SHX Text

TYPICAL EXTERIOR

AutoCAD SHX Text

TYPICAL EXTERIOR

AutoCAD SHX Text

TYPICAL INTERIOR

AutoCAD SHX Text

TYPICAL INTERIOR

AutoCAD SHX Text

INTERIOR EXTRA TOP BARS

AutoCAD SHX Text

TYPICAL INTERIOR

AutoCAD SHX Text

TYPICAL INTERIOR

AutoCAD SHX Text


AutoCAD SHX Text

CONTINUOUS TOP BARS

AutoCAD SHX Text

TYPICAL EXTERIOR

AutoCAD SHX Text

TYPICAL EXTERIOR

AutoCAD SHX Text


AutoCAD SHX Text

CONTINUOUS TOP BARS

AutoCAD SHX Text

10mm at 400mmO.C. DISTRIBUTION BARS

AutoCAD SHX Text

CANTILEVER TOP BARS

AutoCAD SHX Text

CONTINUOUS BOTTOM BARS LONG SPAN

AutoCAD SHX Text

EXTRA BOTTOM BARS

AutoCAD SHX Text

CONTINUOUS BOTTOM

AutoCAD SHX Text

EXTRA BOTTOM BARS

AutoCAD SHX Text

CONTINUOUS BOTTOM

AutoCAD SHX Text

EXTRA BOTTOM BARS

AutoCAD SHX Text

CONTINUOUS BOTTOM

AutoCAD SHX Text

EXTRA BOTTOM BARS

AutoCAD SHX Text

CONTINUOUS BOTTOM

AutoCAD SHX Text

SHORT SPAN

AutoCAD SHX Text

SHORT SPAN

AutoCAD SHX Text

DISTRIBUTION BARS

AutoCAD SHX Text

EXTRA BARS at LONG SPAN

AutoCAD SHX Text

CONTINUOUS BOTTOM BARS at SHORT SPAN

AutoCAD SHX Text

EXTRA BOTTOM BARS at SHORT SPAN

AutoCAD SHX Text

EXTRA TOP BARS at SHORT SPAN

AutoCAD SHX Text

EXTRA BOTTOM BARS at LONG SPAN

AutoCAD SHX Text

DISTRIBUTION BARS

AutoCAD SHX Text

CONTINUOUS BOTTOM BARS at LONG SPAN

AutoCAD SHX Text

CONTINUOUS TOP BARS at LONG SPAN

AutoCAD SHX Text

at 400mm O.C.

AutoCAD SHX Text

BARS at 100mm O.C.

AutoCAD SHX Text

10mm%%c CONT. BOT.

AutoCAD SHX Text

BARS at 350mm O.C.

AutoCAD SHX Text

10mm%%c TRANSVERSE

AutoCAD SHX Text

3-10mm%%c

AutoCAD SHX Text

BOT. BARS

AutoCAD SHX Text

GROUND SLAB

AutoCAD SHX Text

50mm THK.

AutoCAD SHX Text

GRAVEL BED

AutoCAD SHX Text

10mm%%C BOT. BARS

AutoCAD SHX Text

at 300mm O.C.

AutoCAD SHX Text

S10

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

1-10mm%%c

AutoCAD SHX Text

NOSING BAR

AutoCAD SHX Text

GROUND LVL.

AutoCAD SHX Text

10mm%%c TIES

AutoCAD SHX Text

at 400mm O.C.

AutoCAD SHX Text

10mm%%c CONT. BOT.

AutoCAD SHX Text

BARS at 100mm O.C.

AutoCAD SHX Text

2ND/3RD LVL.

AutoCAD SHX Text

10mm%%c TRANSVERSE

AutoCAD SHX Text

BARS at 350mm O.C.

AutoCAD SHX Text

10mm%%c TIES

AutoCAD SHX Text

NTS

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

10mm%%c TOP & BOT.

AutoCAD SHX Text

BARS at 300mm O.C.

AutoCAD SHX Text

BARS at 100mm O.C.

AutoCAD SHX Text

10mm%%c TOP & BOT.

AutoCAD SHX Text

10mm%%c TOP & BOT.

AutoCAD SHX Text

BARS at 100mm O.C.

AutoCAD SHX Text

NOSING BAR

AutoCAD SHX Text

1-10mm%%c

AutoCAD SHX Text

BARS at 300mm O.C.

AutoCAD SHX Text

10mm%%c TOP & BOT.

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

t=150mm

AutoCAD SHX Text

t=1500mm

AutoCAD SHX Text

t=1500mm

AutoCAD SHX Text

RC BEAM

AutoCAD SHX Text

STB-1

AutoCAD SHX Text

2-16MM CONT.TOP BARS

AutoCAD SHX Text

10MM STIRRUPS SPACED1@50, 7@100 REST @ 200 O.C.

AutoCAD SHX Text

2-16MM CONT.BOTTOM BARS

AutoCAD SHX Text

S10

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

STB1

AutoCAD SHX Text

(SEE SCHEDULE)

AutoCAD SHX Text

125

AutoCAD SHX Text

10 @ 300

AutoCAD SHX Text

10 @ 300

AutoCAD SHX Text

10 @ 300

AutoCAD SHX Text

10 @ 300

AutoCAD SHX Text

2 WAY

AutoCAD SHX Text

-

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

-

AutoCAD SHX Text

S2

AutoCAD SHX Text

-

AutoCAD SHX Text

150

AutoCAD SHX Text

10 @ 200

AutoCAD SHX Text

10 @ 200

AutoCAD SHX Text

10 @ 200

AutoCAD SHX Text

10 @ 200

AutoCAD SHX Text

2 WAY

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

S3

AutoCAD SHX Text

1-10 PER CONT.

AutoCAD SHX Text

1-10 PER CONT.

OVERHANG CANOPY DETAIL1

OVERHANG CANOPY DETAIL2(BLOWUP)



5 OVERHANG CANOPY DETAIL6MEMBER DETAIL

STEEL PIPEST1 ST2 ST3

OVERHANG CANOPY DETAIL(REAR ENTRANCE)








CONSTRUCTION

OF


Sheet No.

S

11 11



As Shown

PLANNING TEAM

Meriam F. Fallar

FAD Chief

Edward C. Albaracin

Campus Director

AutoCAD SHX Text

R.C. BEAM SEE SCHEDULE

AutoCAD SHX Text

RC COLUMN SEE SCHEDULE

AutoCAD SHX Text

SEE BLOW UP DETAIL

AutoCAD SHX Text

SEE BLOW UP DETAIL

AutoCAD SHX Text

SEE BLOW UP DETAIL

AutoCAD SHX Text

S10

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

50.8x254x6.74mm THK. BOX TYPE (ST1)

AutoCAD SHX Text

300x500x20mm THK. STEEL PLATE

AutoCAD SHX Text

6-20mm ANCHOR BOLTS L=200mm/50mm

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CHB FILLER WALL SEE DETAILED ELEVATION

AutoCAD SHX Text

R.C. BEAM SEE SCHEDULE

AutoCAD SHX Text


AutoCAD SHX Text

S10

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

S10

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

RC COLUMN SEE SCHEDULE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

16mm THK. STEEL PLATE

AutoCAD SHX Text

76.2mmx4.8mm THK. STEEL PIPE

AutoCAD SHX Text

25mm BOLT

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

S10

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

NTS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

25mm BOLT

AutoCAD SHX Text


AutoCAD SHX Text

20mm BOLT

AutoCAD SHX Text

50x250x6.4mm THK. BOX TYPE (ST1)

AutoCAD SHX Text


AutoCAD SHX Text

20mm BOLT

AutoCAD SHX Text

25mm BOLT

AutoCAD SHX Text

S10

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

S10

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

NTS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


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NOTES ON CONCRETE MIXES & PLACING GENERAL NOTES: …