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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GRADE 276 (fy=40 ksi)
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10, 12, MM DIA.
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GRADE 230 (fy=33 ksi)
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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.
- 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
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.
250mmx250mm 12-20mm VERTICAL BARS3 SETS 10mm CLOSED TIES
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250mmx250mm 12-20mm VERTICAL BARS3 SETS 10mm CLOSED TIES
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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
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SCALE
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S8
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NTS
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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