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Precision Control of Prefabricated Components**  \n- **Geometric Dimensions**: The length, width, and thickness deviations of components such as wall panels and floor slabs should be ≤ ±3mm, with diagonal errors ≤ 5mm.  \n- **Embedded Part Positions**: The positioning deviations of sleeves and rebar should be ≤ ±2mm to ensure reliable subsequent connections.  \n- **Surface Flatness**: The flatness deviation of component surfaces within a 2m range should be \u003C 3mm to avoid misalignment after installation.  \n- **Inspection Methods**: Full-size verification should be conducted using total stations and 3D scanners, with spot checks and data retention required for complex joints.\n\n**3. On-Site Installation Quality Acceptance Criteria**  \n- **Temporary Support and Verticality**: The stiffness of supports after lifting should meet design requirements, with verticality deviations \u003C H\u002F1000 (H being the component height) and ≤ 10mm.  \n- **Grout Fullness**: The fullness of sleeve grout should be ≥ 95%, with grouting pressure maintained at 0.2-0.4MPa and pressure-time curves recorded.  \n- **Levelness Control**: The cumulative levelness deviation of each floor slab should be ≤ 10mm to avoid cumulative errors affecting structural safety.  \n- **Concealed Works**: Wear on embedded lifting rings, rust treatment of exposed rebar, and other concealed aspects should be included in the acceptance checklist to ensure quality.\n\n**4. On-Site Inspection and Testing Requirements for Concrete Prefabricated Components**  \n- **Structural Performance Testing**: Flexural components (such as stairs, floor slabs, and beams) with spans below a certain size may be exempt from testing but should be verified through on-site supervision or physical testing as alternatives.  \n- **On-Site Inspection**: Components not subjected to structural performance testing should undergo on-site supervision or physical testing, focusing on indicators such as concrete strength and rebar cover thickness.\n\n**5. Roofing Work Quality Acceptance Specifications**  \nThe national standard \"Roofing Work Quality Acceptance Specifications\" (GB50207-2012) should be strictly implemented, with a focus on key sub-projects such as waterproofing layers, insulation layers, and drainage systems to ensure no leakage and smooth drainage on roofs.\n\n**6. 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