Topic:"Distribution Planning" in M03097

Cl Number : 28098-S353 - TUC 6 Waste Heat Recovery Project Number S353 Parent CI Number : . - Approved Date 9/30/2008 Cost Centre : 396 - 396-Tufts Cove Unit 6 Budget Version

AI summary This document outlines a project related to TUC 6 Waste Heat Recovery under Project Number S353, with a parent case number and an approved date of September 30, 2008. The cost centre is listed as 396-Tufts Cove Unit 6.

INFILLING DETAILS The final footprint from the top of the existing shore slope to the toe of the proposed slope and bottom of sheet piling is 3600m2. This is based on an estimated top of slope elevation on 32.92m and a proposed slope 2.5 t...

AI summary The infilling details describe the final footprint and materials for the project, including the use of engineered rock fill from the harbour bottom to a specific elevation. The design is pending, and the materials required are outlined.

- .2 Material shall be free from deleterious material and conform to the following gradations: Type 3 Type 4 below elev 100 Elev 100-105 Size (mm) % Passing % Passing 450 100 300 70 - 100 150 45 - 80 100 100 75 - 100 50 25 - 55 25 - 60 25...

AI summary The text outlines material gradation requirements for construction, specifying permissible particle size distributions for Type 3 and Type 4 materials, with different passing percentages at various sieve sizes. It also references Type 2 material to NSTPW specifications from elevation 32 to the finish surface subgrade.

The Type 4 layer will have a geotextile fabric on the face and have a 0.5m layer of core stone with an average weight of 70kg. with the following gradation: Weight (kgs) % Passing 100-70 50 70-40 40 less than 40 10 On top of the core stone...

AI summary The document describes the construction of a Type 4 layer, which includes a geotextile fabric, a 0.5m layer of core stone with specific weight and gradation, and a 1m layer of Armour stone with defined gradation. The total volume of the project is estimated at 22150 cubic yards.

SEDIMENT CONTROL A floating silt curtain will circle the entire infill area to capture resuspended sediment. The sediment should resettle in the same area. The curtain will also capture any floating debris or material from the construction...

AI summary A floating silt curtain will be used to capture resuspended sediment and floating debris in the infill area during construction, ensuring that sediment resettles in the same area.

The silt curtain fabric will be specified with the following properties: Min. Typical Grab tensile (N) 1,000 1250 Mullen Burst (kpa) 2500 2700 Tear Strength (N) 475 635 Elongation at break(%) - 70-100 Filtration opening (um - 60 Siltation...

AI summary The silt curtain fabric is specified with minimum and typical values for tensile strength, burst strength, tear strength, elongation at break, and filtration opening. It must have a slick surface, be insoluble in water, and be resistant to UV radiation. The curtain will be anchored and suspended to extend from the shoreline to the wharf and pier area.

Cooling Water Intake Structure The cooling water intake structure will consist of two 1.59m OD HDPE pipes running from the sheet pile wall to a box screen structure. These will be non presssure pipes and will use the head of the water abov...

AI summary The cooling water intake structure involves two HDPE pipes and a box screen designed to prevent the intake of large fish and debris. The structure includes a fish bypass system using an eductor to return fish to the harbour. Materials for the screen are still under review to prevent fouling.

plates slid down over the ends of the intake pipes. Two pump chambers will be behind the fore bays. Any of the chambers can be isolated by dropping down a solid gate which will allow the shut down of one pump unit and screen system for cle...

AI summary The document describes a water intake system design for a new plant, including features such as plates over intake pipes, pump chambers, isolation gates, and water flow to a header outside the cooling water structure. The design emphasizes long-term maintenance, fish protection, and low flow velocities.

Table 3.2.2.47. Maximum Building Area, Group C, up to 3 Storeys No. of Storeys Maximum Area, m2 Facing 1 Street Facing 2 Streets Facing 3 Streets 1 900 1 120 1350 2 450 560 675 3 300 375 450 3.1.1.16. Table 3.2.2.46. (Part 3, Division B, V...

AI summary The text presents a table detailing the maximum building area for Group C buildings up to 3 storeys, based on the number of streets they face. It also mentions the deletion and replacement of Table 3.2.2.46 from the National Building Code of Canada 2005.

Table 3.2.2.46. Maximum Building Area, Group C, up to 3 Storeys, Increased Area No. of Storeys Maximum Area, m2 Facing 1 Street Facing 2 Streets Facing 3 Streets 1 1 200 1 500 1 800 2 600 750 900 3 400 500 600 3.1.1.17. Table 3.2.2.44. (Pa...

AI summary The text presents a table outlining the maximum building area for Group C buildings with up to three storeys, depending on the number of streets they face. It also mentions the deletion and replacement of a specific table from the National Building Code of Canada 2005.

Table 3.2.2.44. Maximum Building Area, Group C, up to 3 Storeys No. of Storeys Maximum Area, m2 Facing 1 Street Facing 2 Streets Facing 3 Streets 1 2 400 3 000 3 600 2 1 200 1 500 1 800 3 800 1 000 1 200 3.1.1.18. Article 3.2.2.50. Group D...

AI summary The document presents a table outlining maximum building areas for Group C buildings with up to 3 storeys, based on the number of streets they face. It also mentions the deletion and replacement of an article related to Group D buildings with up to 6 storeys.

Table 3.2.2.50. Maximum Building Area, Group D, up to 3 Storeys No. of Storeys Maximum Area, m2 Facing 1 Street Facing 2 Streets Facing 3 Streets 1 not limited not limited not limited 2 7 200 not limited not limited 3 4 800 6 000 7 200 (2)...

AI summary Table 3.2.2.50 outlines the maximum building area for Group D buildings with up to 3 storeys, depending on the number of streets they face. The table shows that for one storey, there is no limit, while for two and three storeys, limits apply based on the number of streets faced. Additionally, the building must be of noncombustible construction.

Table 2.6.4.2.A. Maximum Flush Cycles for Sanitary Fixtures Forming Part of Sentences 2.6.4.2.(2) Fixture Litres Water Closet (Tank Type) 13.25 Water Closet (Direct Flush) 13.25 Urinal (Tank Type) 5.68(1) Urinal (Direct Flush) 5.68(1) Colu...

AI summary The table outlines the maximum flush cycles for various sanitary fixtures, specifying water usage limits for different types of water closets and urinals, with notes provided for additional context.

Table 2.6.4.2.B. Maximum Flush Cycles for Sanitary Fixtures Forming Part of Sentence 2.6.4.2.(3) Fixture Litres Water Closet (Tank Type) 6 Water Closet (Direct Flush) 6 Urinal (Tank Type) 3.8(1) Urinal (Direct Flush) 3.8(1) Column 1 2 Note...

AI summary This table outlines the maximum flush cycles for various sanitary fixtures, including water closets and urinals, as part of a regulatory requirement. It specifies the number of flushes per litre for different types of fixtures.

Print Name Signature Initials Sample Affix below the seal of the Architect or licensed Professional Engineer in accordance with provincial Print Name of Firm or Company legislation. Print Address Print Municipality Postal Code Telephone Fa...

AI summary This document presents a schedule for the field review of a construction inspection commitment certificate, focusing on building design requirements. It includes placeholders for signatures, firm details, and contact information, indicating a formal process for compliance and oversight.

Date: This is to advise that I am the architect, or professional engineer appointed by the owner or prime consultant to perform the Field Review of Construction for the Building DESIGN aspects of the project, which are within Part 3 and Pa...

AI summary The document states that the individual is the architect or professional engineer responsible for the Field Review of Construction for the Building DESIGN aspects of the project, focusing on Parts 3 and 5 of the Code and design documents submitted to the authority having jurisdiction, excluding areas covered by certificates A-3 to A-8.

Print Name Signature Initials Sample Affix below the seal of the licensed Professional Engineer in accordance Print Name of Firm or Company with provincial legislation. Print Address Print Municipality Postal Code Telephone Fax e-mail Sche...

AI summary This document outlines the requirements for the Field Review of Construction Inspection Commitment Certificate Mechanical Design Requirements as part of Schedule 'A-4'. It includes placeholders for professional engineer signatures and company information in accordance with provincial legislation.

And Whereas Part 2 of the Regulations made pursuant to the Act, requires that these buildings be inspected at intervals appropriate to the stage of construction to determine general compliance with the design drawings accepted by the autho...

AI summary The document outlines the requirement for inspecting buildings at appropriate intervals during construction to ensure compliance with accepted design drawings and their revisions. It also states that the professional engineer appointed by the owner or prime consultant is responsible for conducting the Field Review of Construction for electrical design requirements.

Schedule "B" Design Data for Selected Locations in Nova Scotia □ Building Design □ Electrical □ Struc □ Geot ctural echnical □ Plumbing □ Fire Supp □ Mechanical ression System Print Name Affix below the seal of the licensed Signature Initi...

AI summary This document provides design data for selected locations in Nova Scotia, including temperature, precipitation, and seismic information for locations such as Amherst, Antigonish, Baddeck, and Bedford. The data is presented in a tabular format and is likely used for engineering and construction planning purposes.

Schedule D Alternate Compliance Methods for Existing Buildings No. Code Requirement Alternate Compliance Method

AI summary This section of the document outlines alternate compliance methods for existing buildings under Schedule D. It presents a table structure with columns for code requirements and corresponding alternate compliance methods, though no specific details are provided in the text.

Table 10.3.4.10. Exterior Lighting Power Densities Forming Part of Sentence 10.3.4.10.(3) Uncovered parking lots and drives 1.6 W/m2 Walkways less than 3 m wide 3.3 W/linear m Walkways 3 m or greater, plaza areas, special feature areas 2.2...

AI summary Table 10.3.4.10 outlines exterior lighting power density allowances for various building areas, including parking lots, walkways, canopies, and entrances. It specifies wattage per square meter or linear meter for each category and adds a 5% unrestricted allowance to the total calculated from these values.

Client: Nova Scotia Power Incorporated Project: Tufts Cove 6 Waste Heat Recovery Civil, Structural and Architectural Design Criteria Design Criteria No. DC-160867-10-120-001 Rev. 0

AI summary The document outlines the design criteria for the Tufts Cove 6 Waste Heat Recovery project by Nova Scotia Power Incorporated, focusing on civil, structural, and architectural aspects.

Dartmouth, Nova Scotia Description Data Location Dartmouth, Nova Scotia, Canada Design Temperatures - Jan Dry 2.5% Jan Dry 1% July Dry 2.5% July Wet 2.5% - 16°C - 18°C +26°C +20°C Degree Days Below 18°C 4200 Moisture Index 1.4 Driving Rain...

AI summary The document provides geotechnical data for Dartmouth, Nova Scotia, including design temperatures, degree days, moisture index, and various weather-related metrics such as rain, wind pressure, and snow load. This data is essential for infrastructure planning and construction.

All connections subject to vibration, fatigue, load reversal; cyclic loading shall be designed as friction type. For bolted moment connections and those in direct tension, high strength bolts in bearing with threads included in the shear p...

AI summary The text outlines technical specifications for structural connections, including requirements for bolted moment connections, gusset plate thickness, beam end connections, and minimum depths for girts, purlins, and beams. It also discusses slenderness ratios for compression members and welding electrode standards.

6.1.2 Live Loads Live loads are the superimposed loads on the structures due to: - Intended use and occupancy (including storage, crane and vehicles) - Snow, ice and rain - Earth and hydrostatic pressure - Equipment load (e.g. turbine grav...

AI summary This section defines live loads as superimposed loads on structures due to various factors including occupancy, snow, equipment, maintenance, and emergency conditions. Surge loads are also described as lateral loads caused by fluid and fluidized solids in process vessels and piping.

The specified live loads on an area of floor, platform, walkway or roof shall not be less than specified below: Use of Area Minimum Load kN/m2 Unfactored Assembly areas, lunch rooms 4.8 Control rooms and computer rooms 7.2 Electrical rooms...

AI summary The document specifies minimum live loads for various areas within buildings, including assembly areas, offices, mechanical rooms, and walkways, with values ranging from 2.4 kN/m2 to 12.0 kN/m2. It also requires floor and roof members to be designed for an unfactored live point load of 10 kN, acting simultaneously with uniform loads.

6.1.3 Thermal Loads All equipment support structures and elements shall be designed to accommodate the loads or strains produced by thermal expansion or contraction.

AI summary The text specifies that all equipment support structures and elements must be designed to handle thermal expansion or contraction loads or strains.

The following friction coefficients shall be used: Steel to Concrete 0.50 Steel to Steel 0.30 Teflon to Teflon 0.10 Lubricated steel on steel 0.15 Concrete to Earth 0.45 6.1.4 Wind Loads

AI summary The document provides friction coefficients for various material combinations and introduces a section on wind loads, indicating a focus on engineering standards and structural considerations.

6.1.8 Vibration and Impact Loads The effects of vibration, impact and fatigue shall be considered in the design of structures supporting vibrating equipment. The allowable range of stresses for fatigue shall be in accordance with CSA CAN3-...

AI summary The design of structures supporting vibrating equipment must account for vibration, impact, and fatigue. Allowable stress ranges for fatigue are specified in the CSA CAN3-S16.1-M standard.

Structures supporting small and medium size equipment that may produce impact shall be designed with the load factors in accordance with the applicable Provincial code and the following: Motors and balanced rotating equipment 1.25 Reciproc...

AI summary The text outlines load factors for designing structures supporting various types of equipment, specifying values such as 1.25 for motors and balanced rotating equipment, and 2.00 for vertical impact on reciprocating machinery. Dynamic analysis is required for structures supporting equipment with large dynamic loads.

Wind Load Wind on piping or bus duct for rack design shall be determined as follows: $$W_p = q \times C_f \times C_g \times d \times I \times \Sigma m$$ Where: Wp = Total wind load on pipes in kN Cf = 0.8 Cg = 2.0 q = reference wind pressu...

AI summary The document provides a formula for calculating the total wind load on pipes or bus ducts in rack design, including variables such as reference wind pressure, wind coefficient, and pipe diameter or bus duct height.

7.0 SERVICEABILITY The following areas shall be addressed: - Stability of structures and parts of structures - Horizontal and vertical deflections of structures and members - Crack opening in reinforced concrete beams - Vibrations in recip...

AI summary Section 7.0 Serviceability outlines the structural aspects that must be addressed to ensure the usability and safety of buildings and infrastructure, including stability, deflections, cracking, and vibrations.

The following deflection limits are recommended: Vertical deflection of beams under live load: operating condition L/360 test condition L/200 crane and trolley beams under 225 kN (No Impact) L/600 crane and trolley beams over 225 kN (No Im...

AI summary The text outlines recommended deflection limits for structural elements under various loading conditions, including vertical and horizontal deflections for beams, grating, and floor plates, as well as specific limits for different building types and uses.

Minimum clearances are as follows: Vertical Clearance For Haul roads and Access roads 6.7 m For Crane Access 6.7 m Under Piperacks 3.6 m Over platforms and walkways 2.2 m In buildings 2.2 m Horizontal From edge of roadway to any structure...

AI summary The text outlines minimum clearance requirements for various structures and areas, including vertical and horizontal clearances for haul roads, crane access, piperacks, platforms, walkways, and buildings. It also defines clearance as the net clear dimension between the plane of maximum protrusion and the corresponding reference plane or surface.

ADDENDUM (to Report 1552RP01) HEAT BALANCES FOR UNFIRED PLANT DESIGN PART-LOAD OPERATION CONSIDERATIONS

AI summary This addendum to Report 1552RP01 discusses heat balances for unfired plant design and part-load operation considerations. It includes a reference to a figure on page 217, likely illustrating technical details related to heat management and operational efficiency in plant design.

Refer to Section 1020 clause 1.8.2 Item Con duct or S ize & Typ e Sup ply P rice Inst all P rice Tota l Pri ce Sup ply P rice Inst all P rice Tota l Pri ce Sup ply P rice Inst all P rice Tota l Pri ce Sup ply P rice Inst all P rice Tota l...

AI summary The text presents a table with data on conductor sizes, types, supply and installation prices for various items, including details such as conductor size, type, and total prices. The data appears to be related to electrical components and materials, possibly for infrastructure or utility projects.