The head contractorand the crane sub-contractor agree that if the crane sub-contractors workers need first aid while on-site they will use the construction sites first aid facilities. "Architectural masonry is the evolvement of standard concrete masonry blocks into aesthetically pleasing concrete masonry units (CMUs)". The provision of fire safety in each risk-based category should be justified on the account of classified risk, and special emphasis should be given to the use of cost-effective alternate strategies to attain desired level of fire performance. It is important that revision numbers used in the file names of the revised sheets saved to the appropriate contract plans folder in ProjectWise correspond to the number of the contract addendum in coordination with Central Office Design Division Bidding and Contract Services. This is particularly important when sling angles cause compression in the element and when long thin elements have the potential to rotate. In case it is not possible to change building architecture, additional exit paths should be strategically located in building to improve egress timing, and thus, improve life safety. The following chart shows the suggested minimum weld sizes. Culverts located underneath heavily travelled roadways or sagging vertical curves are good candidates for use of epoxy. Pavement and permanent barriers of existing, new and future roadways shall be shown at their proper location using the appropriate CAD levels. As the loads can differ during various stages, the structural designer should consider whether precast concrete elements could buckle or become unstable. Expansion anchors are more prone to installation errors than cast-in fixings. Are service mark-outs shown in plans or other information, for example, showing the location of overhead and underground services? 3 unit(s) The values for Grade 40 bars are 40/60 of the values in the table (not less than 8db, 6 in. The PCBU should investigate incidents and near misses to identify their causes and what needs to change to prevent them from happening again. The structural designer will provide the concrete strength required for a precast concrete element to meet the requirements of the final structure, based on strength or durability requirements. See Appendix K of these guidelines for an example. Handling, transporting and erecting precast concrete elements are high-risk activities that have resulted in deaths and serious injuries to New Zealand workers. For this situation, no parts of the bridge are to be curved. requirements for additional reinforcement? sharing information about health and safety matters so that workers arewell-informed, know what is going on and can contribute to decision-making, giving workers reasonable opportunities to have a say about health and safety matters, listening to and considering what workers have to say, giving workers opportunities to contribute to the decision-making process relating to a health and safety matter, considering workers views when decisions are being made. A PCBU who designs plant, substances or structures has additional health and safety duties under HSWA. All welds to FCMs shall be considered fracture critical and shall conform to the requirements of FCP. See the examples below. >> endobj 582 0 obj << /D [ 0 /FitH 753 ] /F 583 0 R /S /GoToR >> endobj 583 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 584 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 585 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 586 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 587 0 obj << /D [ 0 /FitH 753 ] /F 588 0 R /S /GoToR >> endobj 588 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 589 0 obj << /D [ 1 /FitH 716 ] /F 599 0 R /S /GoToR >> endobj 590 0 obj << /Parent 567 0 R /A 591 0 R /Next 570 0 R /Prev 592 0 R /Title (7.4.4 Roof Slope Factor for Multiple Folded Plate, Sawtooth, and Barrel \ Vault Roofs) >> endobj 591 0 obj << /D [ 1 /FitH 767 ] /F 598 0 R /S /GoToR >> endobj 592 0 obj << /Parent 567 0 R /A 593 0 R /Next 590 0 R /Prev 594 0 R /Title (7.4.3 Roof Slope Factor for Curved Roofs) >> endobj 593 0 obj << /D [ 1 /FitH 828 ] /F 597 0 R /S /GoToR >> endobj 594 0 obj << /Parent 567 0 R /A 595 0 R /Next 592 0 R /Prev 568 0 R /Title (7.4.2 Cold Roof Slope Factor, Cs) >> endobj 595 0 obj << /D [ 1 /FitH 960 ] /F 596 0 R /S /GoToR >> endobj 596 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 597 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 598 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 599 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 600 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 601 0 obj << /D [ 0 /FitH 630 ] /F 602 0 R /S /GoToR >> endobj 602 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 603 0 obj << /D [ 1 /FitH 630 ] /F 604 0 R /S /GoToR >> endobj 604 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 605 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 606 0 obj << /D [ 1 /FitH 630 ] /F 607 0 R /S /GoToR >> endobj 607 0 obj << /F (ASCE003c07_p81-94.pdf) /Type /FileSpec >> endobj 608 0 obj << /D [ 1 /FitH 630 ] /F 615 0 R /S /GoToR >> endobj 609 0 obj << /Parent 559 0 R /A 610 0 R /Next 562 0 R /Prev 611 0 R /Title (7.6.3 Unbalanced Snow Loads for Multiple Folded Plate, Sawtooth, and Bar\ rel Vault Roofs.) Make sure all control measures for safe handling, storing and transportation are in place. The correct lifting equipment should be on-site to unload precast concrete elements. See WorkSafes Emergency Management Flipchart on the Hazardous Substances Toolbox website. The competent person should check structural integrity,braces and connections, and fixing points. Part 3 of HSWA covers worker engagement, participation, and representation. High Initial Investment: For installing a precast concrete plant, heavy and sophisticated machines are necessary which requires a high initial investment.A large scale of precast construction projects must be available to ensure sufficient profit. 24287, Email:Undergraduate:cr_ugciv@mcmaster.caGraduate:civil@mcmaster.ca, Office closed daily from 12:00pm to 1:00pm. Repetitive lifting (of elements that will be lifted multiple times during their service life), Lift and place loads using a tower crane, mobile crane, overhead crane running on rails, portal crane or excavator, Lift, travel and place thin-walled civil products under the conditions listed below, Lift, travel and place loads using tracked or rubber tyre equipment over prepared even surfaces (including asphalt or concrete), Lift, travel and place loads over rough terrain, such as unprepared natural ground, Precast concrete elements breaking during manufacture, Workers suffering musculoskeletal injuries (eg sprains and strains, back injuries, abdominal hernias) when handling precast concrete elements, Workers being exposed to substances harmful to health at unsafe levels, Workers suffering musculoskeletal injuries (eg sprains and strains, back injuries, abdominal hernias) when handling precast concrete elements (eg when lifting, lowering, pushing, pulling, carrying, throwing, moving, restraining, or holding elements), Workers falling from height (eg from A-frames) when handling precast concrete elements, Precast concrete elements falling or collapsing and causing severe crush injuries (eg the uncontrolled collapse of elements, or a person being caught between an element and another object), The rigging fails resulting in the panel falling, Underground and overhead services and structures (eg underground cables, water, gas or sewage pipes, overhead power lines) are contacted or damaged during erection resulting in injuries, electric shock, or death, Workers falling from height when erecting precast concrete panels, During the lift the boom of the crane hits people, structures or other plant in its path, The dogman/rigger, ground workers and/or crane operator are electrocuted, Objects fall off the load being lifted and hit people, structures or other plant, outline the risks associated with handling, transporting, and erecting precast concrete elements, describe good practices for managing those risks. It should not be the first or only control measure considered. There should be a legal provision of severe fines/penalties which can be implemented using an appropriate mechanism. This can be achieved by using fire compartmentation which contains the fire to a local area only and does not allow further movement of fire inside the building. A masonry veneer wall consists of masonry units, usually clay-based bricks, installed on one or both sides of a structurally independent wall usually constructed of wood or masonry. Similar studies should be pursued by developed countries to further enhance the field of fire safety. Because of limited space on a plan sheet and scalability conflicts, for example in the case of a bridge where a bridge is much longer than tall, controlling the amount of distortion becomes critical. Epoxy coated reinforcement shall also be considered (regardless of location) where panels will be continuously wetted (around sources of water) and for structurally critical applications, such as containing necessary fill around structures. They may have inserts cast in to suit a particular rigging arrangement, or they may be intended to be lifted by slings or other means without using cast-in inserts. 1724E-214. For example by: WorkSafe recommends establishing an exclusion zone in areas where it is not reasonably practicable to prevent an object from falling freely or to use a system to arrest the fall. Walls need only be shown for a short distance past the boundary of the bridge ending with a long break line. The low water elevation shall not be shown or specified if the stream runs dry. Masonry tends to be heavy and must be built upon a strong foundation, such as reinforced concrete, to avoid settling and cracking. EPG 751.5.2.1.3 Information Blocks provides instructions for filling out required information blocks. Also, in developed countries, regulation authorities should benefit from newly developed cognitive infrastructure, where active and passive fire safety measures in building are monitored continuously using automated sensors, to check for fire safety regulation and enforcement automatically (Naser and Kodur, 2018). See Figure 20. Blocks with standard plain bearings are not intended to be rotated under load. The second influencing factor on firefighting is the quality and quantity of available firefighting resources. Report to the nearest foot for minimum tip penetration, pile cleanout penetration, minimum galvanized penetration and estimated maximum scour depth. The Class C roadway fill need not be shown or specified. Yes, please review the "How to Apply" section. Alarie, Y. The best results are achieved when a PCBU and its workers work together to manage risk, improve healthand safety at work, and find solutions. Frames should be secured and designed to withstand any forces applied during loading, transport and unloading. tables throughout these guidelines. When stages of design are undertaken by individual designers, each designer has responsibility for the stage over which they have control. Whereas, passive fire protection systems (structural and non-structural building components) are designed to ensure structural stability during fire exposure and to contain fire spread. are issued by the client to the head contractor, and by the head contractor to the precast manufacturer, may include specifications and drawings for the precast concrete element, include dimensions, material properties and fixing details. scheduled dates (eg for delivery and erection). Past tense shall also be used with verbs used as adjectives, including words describing the orientation of structures or structural components, e.g. 865-891. The head contractor and the transport operator should together decide the most suitable unloading sequence. 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