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NPQS Architectural Specification Briefing. NPQS DevelopmentBriefingReview of International Specification SystemsReview of existing Singapore specificationsKey FindingsDevelopment of Structure for Singapore NPQS Development Approach To NPQSTechnical Drafting
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1. Introduce the aim to achieve well organised workIntroduce the aim to achieve well organised work
2. NPQSArchitectural Specification Briefing NPQS Development
Briefing
Review of International Specification Systems
Review of existing Singapore specifications
Key Findings
Development of Structure for Singapore NPQS
Development Approach To NPQS
Technical Drafting – By Arup
Architectural Specification Structure
Drafting Protocol
Drafting Review Process
Public Review
Summary and Queries
3. Arup Appointed in November 2001 to carry out the development of the NPQS. Drafting of the architectural and engineering specifications
Review and incorporate the best international and local practices to improve the productivity and quality of construction works in Singapore
Provide a user friendly framework for widespread acceptance of the NPQS
Providing the framework for the web based application
WHAT are we doing and what is our goal?WHAT are we doing and what is our goal?
4. Review of Specifications from Various Organisations
WHAT are we doing and what is our goal?WHAT are we doing and what is our goal?
5. HDB Specification Structure
6. “PWD” SpecificationStructure
7. Review of existing specs- Key Findings SINGAPORE SPECS
Issued by different organisations
quality and workmanship non-standardised
often referring to different codes or standards. What’s the problem? What’s the problem?
8. Review of existing specs- Key Findings SINGAPORE SPECS
Issued by different organisations
Highly prescriptive
very detailed
attempting to exercise control down to minute detail. What’s the problem? What’s the problem?
9. Review of existing specs- Key Findings SINGAPORE SPECS
Issued by different organisations
Highly prescriptive and very detailed
Long, complex phrases
mixing technical requirements with contractual arrangements. What’s the problem? What’s the problem?
10. Review of existing specs- Key Findings SINGAPORE SPECS
Issued by different organisations
Highly prescriptive and very detailed
Long, complex phrases
Specifications generally arranged by work package
eg Facades, Doors etc. What’s the problem? What’s the problem?
11. Review of existing specs- Key Findings SINGAPORE SPECS
Issued by different organisations
Highly prescriptive and very detailed
Long, complex phrases
Specs generally arranged by work package
Private firms
commonly produce new project spec from a past project, changing project specific requirements.
Public organisation.
commonly produces standard specs and issue “particular” spec to modify or incorporate project requirements. What’s the problem? What’s the problem?
12. Review of National Specification systems
NBS – United Kingdom
Masterspec – USA
Natspec – Australia
Overview of Others
WHAT are we doing and what is our goal?WHAT are we doing and what is our goal?
13. NBS - BritainStructure
14. NATSPEC - AustraliaStructure
15. MasterSpec – USAStructure
16. Review of existing specs- Key Findings INTERNATIONAL “NATIONAL” SPECS
Standard template
adopted and modified for use by different organisations
Standardised ref to codes and standards
Standardised requirements for quality and workmanship. How others had done itHow others had done it
17. Review of existing specs- Key Findings INTERNATIONAL “NATIONAL” SPECS
Standard template
Movement towards performance specs
Allow contractors’ to propose suitable solutions
Establish and Specify overall objectives
Set minimum requirements
Set monitoring
How others had done itHow others had done it
18. Review of existing specs- Key Findings INTERNATIONAL “NATIONAL” SPECS
Standard template
Movement towards performance specs
Simple imperative language
Clear, concise, short
Contractual requirements written in a section separate from the technical specs.
How others had done itHow others had done it
19. Review of existing specs- Key Findings INTERNATIONAL “NATIONAL” SPECS
Standard template
Movement towards performance specs
Simple imperative language
Specifications arranged and coded by trades
Assembled by users as packages
National specs as templates with blanks or provision for incorporating project requirements
Tailored by users for adoption as project specs.
How others had done itHow others had done it
20. Approach to NPQS Role of NPQS
Approach To Drafting of NPQS
Specifications in NPQS
Structure of specifications and Drafting Protocols
21. Approach to NPQSRole of NPQS What are we producing? Who are we targeting to help?What are we producing? Who are we targeting to help?
22. Approach to NPQSRole of NPQS THE ROLE OF SPECIFICATION :
Part of contract documents:
Conditions of Contract
Drawings
Bills of Quantities
Preliminaries
Technical Specifications (NPQS) : Convey design results to “Builder” as material and workmanship requirements. What are we producing? Who are we targeting to help?What are we producing? Who are we targeting to help?
23. Using The NPQS A preview of how would NPQS be used!A preview of how would NPQS be used!
24. Using The NPQS A preview of how would NPQS be used!A preview of how would NPQS be used!
25. Using The NPQS A preview of how would NPQS be used!A preview of how would NPQS be used!
26. Using The NPQS A preview of how would NPQS be used!A preview of how would NPQS be used!
27. Positioning of NPQS A preview of how would NPQS be used!A preview of how would NPQS be used!
28. To Achieve Our Quality & Productivity Objectives How can we fulfill our objective?How can we fulfill our objective?
29. To Achieve Our Quality & Productivity Objectives How can we fulfill our objective?How can we fulfill our objective?
30. Approach To NPQS Emphasis “Agreed” with steering committee, the group is to address technical correctnessEmphasis “Agreed” with steering committee, the group is to address technical correctness
31. Agreed Approach To NPQS Emphasis “Agreed” with steering committee, the group is to address technical correctnessEmphasis “Agreed” with steering committee, the group is to address technical correctness
32. Standard NPQS – PSD Example 2. PERFORMANCE REQUIREMENTS
2.1 Contractor’s Brief
When carrying out the proposals as set out in clause 1.4.1,
take account of the following requirements:
2.1.2 Fire Resistance
Comply with the requirements of the FSSB and additional requirements of other statutory authorities having jurisdiction
over the works if any.
2.1.3 Environmental
2.1.3.1 Thermal Performance
Achieve the following thermal performance indicated in the
PSD as assumed in the design.
a. OTTV
b. U-value
33. 2. PERFORMANCE REQUIREMENTS
2.1.1 Structural
2.1.1.1 Dead Loads
The self weight and other associated dead loads of the complete roof finishing system shall not exceed [……………………….…… KN/m2]
Notes:
a. Consult project C&S Engineer for advice on the designed value of finishes loads.
2.1.1.6 Maintenance Loads
Maintenance loading requirements shall be [……………...………KN/m2]
Notes:
a. Consult project C&S Engineer for advice on provisions for maintenance loads.
Standard NPQS – PSD Example
34. 2.1.3 Environmental
2.1.3.1The thermal performance of the roof shall be [W/m2]
Notes:
a. Liase with project M&E Engineer for assumed design value.
For air-conditioned building and the roof is provided with skylights or other materials which allows light through, the OTTV of the gross area of the roof shall not exceed 45 W/m2.
c. For air-conditioned building not provided with skylights, the average U-value for the gross area of the roof shall not exceed the following limit for the corresponding weight group.
Maximum U-value for Roof of Air-conditioned Building
Standard NPQS – PSD Example
35.
Standard NPQS – PSD Example
36. Agreed Approach To NPQS Emphasis “Agreed” with steering committee, the group is to address technical correctnessEmphasis “Agreed” with steering committee, the group is to address technical correctness
37. Agreed Approach To NPQS Emphasis “Agreed” with steering committee, the group is to address technical correctnessEmphasis “Agreed” with steering committee, the group is to address technical correctness
38. Agreed Approach To NPQS Emphasis “Agreed” with steering committee, the group is to address technical correctnessEmphasis “Agreed” with steering committee, the group is to address technical correctness
39. Agreed Approach To NPQS Emphasis “Agreed” with steering committee, the group is to address technical correctnessEmphasis “Agreed” with steering committee, the group is to address technical correctness
41. Agreed Approach To NPQS Emphasis “Agreed” with steering committee, the group is to address technical correctnessEmphasis “Agreed” with steering committee, the group is to address technical correctness
42. Structure of NPQS Emphasis “Agreed” with steering committee, the group is to address technical correctnessEmphasis “Agreed” with steering committee, the group is to address technical correctness
43. Architectural Specifications Structure A. Architecture
A1 FAÇADE
A2 ROOFING
A3 EXTERNAL WORKS
A4 INTERNAL APPLIED FINISHES
A5 INTERNAL PARTITIONS
A6 DOOR SYSTEMS
A7 FIXTURES AND FITTINGS
I took these from section 2.2 and 2.3 of the report.
It is probably worth describing what a true performance spec is, because I suspect the Singapore understanding is different.
The technical specifications, importantly, are the qualitative statement of the design requirements.
There are really 3 principal forms of specification.
- Prescriptive is the traditional form and is commonly used here in Singapore. In this form the materials and workmanship are described in some detail.
- Performance specs are a more recent development.
They set out the required end performance and the means by which this can be assessed. The skill and experience of the specialist are used to determine how best to achieve the required performance or results [more in ICIS paper]
There are four aspects in the definition that are essential to the meaning of performance specifying:
- required results indicate that all desired criteria must be identified,
- meeting stipulated criteria indicates that characteristics or attributes must be chosen and criteria established to fully define expected performance,
- verifiable indicates that the product or system must be capable of measurement, test, evaluation, and assurance that it will meet stipulated criteria, and
- free from unnecessary process limitations indicated that only essential restrictions should be placed upon the product or system.
- Nomination is commonly used for a particular product or system.I took these from section 2.2 and 2.3 of the report.
It is probably worth describing what a true performance spec is, because I suspect the Singapore understanding is different.
The technical specifications, importantly, are the qualitative statement of the design requirements.
There are really 3 principal forms of specification.
- Prescriptive is the traditional form and is commonly used here in Singapore. In this form the materials and workmanship are described in some detail.
- Performance specs are a more recent development.
They set out the required end performance and the means by which this can be assessed. The skill and experience of the specialist are used to determine how best to achieve the required performance or results [more in ICIS paper]
There are four aspects in the definition that are essential to the meaning of performance specifying:
- required results indicate that all desired criteria must be identified,
- meeting stipulated criteria indicates that characteristics or attributes must be chosen and criteria established to fully define expected performance,
- verifiable indicates that the product or system must be capable of measurement, test, evaluation, and assurance that it will meet stipulated criteria, and
- free from unnecessary process limitations indicated that only essential restrictions should be placed upon the product or system.
- Nomination is commonly used for a particular product or system.
44. Architectural Specifications Structure A. Architecture
A1 A1 FAÇADE
A1-10 Curtain Wall
A1-20 Windows
A1-30 Screens and Louvres
A1-40 Metal Cladding
A1-50 Precast Concrete Cladding (Architectural)
A1-60 Stone Cladding
A1-70 External Masonry
A1-80 Applied External Finishes
A1-80-1 External Render
A1-80-2 External Tiling
A1-80-3 External Painting & Coating
A1-90 Glazed Roof and Canopies
I took these from section 2.2 and 2.3 of the report.
It is probably worth describing what a true performance spec is, because I suspect the Singapore understanding is different.
The technical specifications, importantly, are the qualitative statement of the design requirements.
There are really 3 principal forms of specification.
- Prescriptive is the traditional form and is commonly used here in Singapore. In this form the materials and workmanship are described in some detail.
- Performance specs are a more recent development.
They set out the required end performance and the means by which this can be assessed. The skill and experience of the specialist are used to determine how best to achieve the required performance or results [more in ICIS paper]
There are four aspects in the definition that are essential to the meaning of performance specifying:
- required results indicate that all desired criteria must be identified,
- meeting stipulated criteria indicates that characteristics or attributes must be chosen and criteria established to fully define expected performance,
- verifiable indicates that the product or system must be capable of measurement, test, evaluation, and assurance that it will meet stipulated criteria, and
- free from unnecessary process limitations indicated that only essential restrictions should be placed upon the product or system.
- Nomination is commonly used for a particular product or system.I took these from section 2.2 and 2.3 of the report.
It is probably worth describing what a true performance spec is, because I suspect the Singapore understanding is different.
The technical specifications, importantly, are the qualitative statement of the design requirements.
There are really 3 principal forms of specification.
- Prescriptive is the traditional form and is commonly used here in Singapore. In this form the materials and workmanship are described in some detail.
- Performance specs are a more recent development.
They set out the required end performance and the means by which this can be assessed. The skill and experience of the specialist are used to determine how best to achieve the required performance or results [more in ICIS paper]
There are four aspects in the definition that are essential to the meaning of performance specifying:
- required results indicate that all desired criteria must be identified,
- meeting stipulated criteria indicates that characteristics or attributes must be chosen and criteria established to fully define expected performance,
- verifiable indicates that the product or system must be capable of measurement, test, evaluation, and assurance that it will meet stipulated criteria, and
- free from unnecessary process limitations indicated that only essential restrictions should be placed upon the product or system.
- Nomination is commonly used for a particular product or system.
45. Architectural Specification Structure (con’d) A2 ROOFING
A2-10 Metal Roof
A2-20 Tiled Roofs
A2-30 Applied Finishing for Flat Roofs
A2-40 Skylights
46. Architectural Specification Structure (con’d) A3 EXTERNAL WORKS
A3-10 Hardscape
A3-20 Pool Finishes
A3-30 Softscape
A3-40 External Metalwork
A3-50 External Timberworks
47. Architectural Specification Structure A4 INTERNAL APPLIED FINISHES
A4-10 Internal Plaster & Render
A4-20 Internal Paint and Coatings
A4-30 Floor screed and hardeners
A4-40 Internal Tiling
A4-50 Timber Flooring
A4-60 Sheet Flooring
A4-70 Carpets
A4-80 Suspended Ceilings
A4-90 Raised Floor
A4-100 Internal waterproofing
48. Architectural Specification Structure
A5 INTERNAL PARTITIONS
A5-10 Dry Partitions
A5-20 Internal Masonry
A5-30 Glass Partitions
49. Architectural Specification Structure A6 DOOR SYSTEMS
A6-10 Internal Doors
A6-20 External Doors
A6-30 Roller Shutters
50. Architectural Specification Structure
A7 FITTINGS & FIXTURES
Fixtures & Fittings
51. Specification Structure and Drafting Protocol 5 Main Standard Sections (Reference only)
1.0 General
2.0 Performance Requirements
3.0 Materials
4.0 Workmanship
5.0 Verification and Testing
PSD – Project Specific Data Format to accommodate our approach and provide flexibility for future modificationsFormat to accommodate our approach and provide flexibility for future modifications
52. Specification Structure and Drafting Protocol 1.0 GENERAL :
1.1 Scope: Define what is covered in the section
1.2 Related sections: Define what else in the package
1.3 Standards : What all contractors should refer to
1.4 Trade Preliminaries : Tasks other than the subject construction works
1.5 Definitions/Abbreviations.
2.0 PERFORMANCE REQUIREMENT: Defines the results desired from participation by the contractors.
3.0 MATERIAL/COMPONENTS: Define quality required when delivered to site
4.0 WORKMANSHIP: Define good practice putting the works together and quality of the final product
5.0 VERIFICATION/SUBMISSION : Define what needs to be done to verify the achievement of specified quality. Format to accommodate our approach and provide flexibility for future modificationsFormat to accommodate our approach and provide flexibility for future modifications
55. Applied Roof Finishes 1. GENERAL
Read with the General Requirement section, general preliminaries and all other contract conditions.
1.1 Scope
This section covers the general requirements for applied finishes for flat roofs, including various combinations of:
a. Waterproofing,
b. Insulation and,
c. Surfacing
57. 2. PERFORMANCE REQUIREMENTS
2.1 Contractor’s Brief
When carrying out the proposals as set out in clause 1.4.1, take account of the following requirements:
2.1.1 Structural
2.1.1.1 Dead Loads
The self-weight and other associated dead loads of the complete applied finishes system shall not exceed the assumed design value as indicated in the PSD.
2.1.1.2 Live Loads
Unless otherwise specified, account for the Live Loads as stipulated in the Building Control Regulations, and additional requirements of other statutory authorities having jurisdiction over the works if any.
2.1.1.3 Wind Loads
Account for wind loads computed based on BS CP 3 with a basic wind speed of 35 m/s.
2.1.1.4 Thermal Stress and Structural Movement
Account for all thermal stress and other structural movement.
59. 3.4 Waterproofing Systems: Membranes
3.4.1 Liquid Membranes
3.4.1.1 Water Based
Water based liquid membrane to comply with SS 374 unless otherwise agreed.
3.4.1.2 Polyurethane
Polyurethane liquid membranes to comply with SS 133.
60. 3.7 Waterproofing Systems: Primers and Bonding Compounds
3.7.1 Primer
Primer shall be proprietary type, compatible with the membrane used and recommended for the intended purpose by the membrane manufacturer, to SO’s acceptance.
3.7.2 Bonding Compounds
Unless otherwise agreed, use oxidised bitumen as recommended by the membrane manufacturer for the conditions and type of surface.
3.7.3 Bonding Compounds for Insulation
Use cold bonding bituminous adhesive, complying with SS 133 and recommended by the insulation manufacturer.
62. WORKMANSHIP
4.1 General Workmanship Requirements
4.1.1 Proposed Methods
Carry out the works in accordance with the proposed methods as accepted by the SO. Ensure construction will achieve the design as set out in the approved shop and installation drawings.
4.1.2 Co-ordination and Setting Out
Co-ordinate the roofing works with all interfacing works packages and trades to ensure correct setting out and positioning of all penetrations, attachments, and other constituent materials and elements.
4.1.3 Handling and Hoisting
Handle and hoist assemblies carefully, at all stages to ensure that sections and finishes are not damaged, and in accordance with manufacturer’s recommendations.
63. 4.3.2.2 Polyurethane
Apply the Polyurethane liquid membrane onto all prepared and primed surfaces to be waterproofed, using roller, spray, brush, trowel, or squeegee, in accordance with the following product specific requirements.
a. Minimum number of coats required
b. WFT per Coat
c. Drying time between coats
d. Minimum total DFT
e. Tile-over time (after final coat)
Protect the final coating of the membrane by applying a proprietary recommended protection course and or material(s), directly over the membrane.
Use a proprietary recommended adhesive if tiles are to be directly bonded to the membrane.
Lay a proprietary recommended slip sheet over the entire membrane surface if the protection course is a RC topping slab.
65. 5.1.2 Method Statements
Prior to commencing construction work, submit a detailed method statement to SO’s acceptance. Include at least the following information:
a. Sequence of Construction
b. Application of proposed waterproofing system
c. Means of accommodating thermal movement
d. Means of accommodating thermal performance requirement
e. Repair of common damaged and faulty works
f. Installation of fall arrest and lightning protection systems
5.1.3 Installation Drawings
Prepare installation drawings, particularly include:
5.1.3.1 Typical and Non-Typical Details
Sectional details of the finishing system and associated components including:
a. Composition of the proposed roof finishing system
b. Flashing at upstands
c. Interfaces with adjoining structure and / or other cladding elements
66. 5.1.5 Maintenance Manual
Submit maintenance/ replacement manual at the completion of the construction.
Include the following information in the maintenance manual and logbook.
a. An outline description of the completed roof finishing system
b. A detailed description of specific materials and components with product names, types, serial numbers, etc.
c. Recommendation on maintenance periods and planned preventive maintenance procedures
5.1.6 Warranty
Submit the warranty for SO acceptance upon completion of the works.
5.1.7 Quality Plan Submission
Prepare and submit a quality plan for SO acceptance prior to starting of fabrication work.
67. Production of Specifications Review of Specifications Completed
NPQS Format fixed Mid-2002
Specifications
Structure of Specifications
Arup to draft technical content.
Follow Structure
Follow Drafting protocols
Format to accommodate our approach and provide flexibility for future modificationsFormat to accommodate our approach and provide flexibility for future modifications
68. Production of Specifications Draft Specifications Reviewed
Overarching Review by Working Group
Detail Review by DE – Domain Experts
ie. Nominated specialists for each specification section Format to accommodate our approach and provide flexibility for future modificationsFormat to accommodate our approach and provide flexibility for future modifications
69. Production of Specifications Public Review
Now to 8th August 2003
Structure, framework and list specifications fixed
Comment on technical content
Must be on Standard Form
Format to accommodate our approach and provide flexibility for future modificationsFormat to accommodate our approach and provide flexibility for future modifications
70.
WHAT are we doing and what is our goal?WHAT are we doing and what is our goal?
71. Production of Specifications Public Review
Specifications on SIA Web-site
Download @
http://www.sia.org.sg/sia/npqs
Standard Form:
Excel Sheet available on SIA Website
E-mail to :npqs@sia.org.sg Format to accommodate our approach and provide flexibility for future modificationsFormat to accommodate our approach and provide flexibility for future modifications