| | ||||
| Check list for individual houses and invitation to tenders (collectif) | ||||
| Client : | ||||
| Ref : | Only for collectif (invitation to tender) | |||
| Date : | ||||
| Name : | ||||
| Documents analysis | 1st check | 2nd check | ||
| Check the estimate quotation | ||||
| Roofing loads, type of roof (tiles, slates…) | ||||
| Partition: Ceiling loads | ||||
| Check the technical information of the roof | ||||
| Read CCTP (frame, roof, ceiling) to obtain roof loads, truss spacing, type of ceiling, dormer | ||||
| Carpentry: Spacing truss, type of PVC, type of eave lines, type of dormer cheek, safety hooks … | ||||
| Architect plans | 1st check | 2nd check | ||
| Analyze architect plans | ||||
| - Facade / frontage | ||||
| - Different floors / different concrete heights | (Concrete plans) | |||
| - Specific details | ||||
| Compare architect plans and quotation | ||||
| Roofer details | ||||
| Open architect plan, take the pitch and altimetry height limit | ||||
| Analyse concrete plans, and compare to architect plan IF DIFFERENCES BETWEEN BOTH OF THEM, LET CLIENT AND MITEK KNOW | ||||
| Beginning of drawing on PAMIR | 1st check | 2nd check | ||
| Client specifications (guidelines) | ||||
| Design code (F4 settings) | ||||
| - Project location | ||||
| - Snow area / altitud | ||||
| - Wind area | ||||
| - Ceiling loads | ||||
| - Seismic area | ||||
| - Roof loads | ||||
| - Stability building | ||||
| Draw following specifications from architect plans (altitud, height, attic area…) and concrete plans | ||||
| Make the trusses repartition on layout (framing zone) | ||||
| Calculation (design) : | ||||
| - Be careful about fixity on support (horizontally or vertically or both) | ||||
| - Design all girder elements (girder trusses, wood beams…) | ||||
| If design fails, let MiTek and the client know. Think about solutions and propose them if possible | ||||
| Make differents views for plans (according to the client's wish) | ||||
| - Roof | ||||
| - Sections | ||||
| - Loads transfer to the concrete in daN/ml if necessary) | ||||
| - Particularities (dormer, dormer cheek …) | ||||
| - Details drawn by the technician himself (according to roofer details, or architect details) | ||||
| PG plans (always compare PG plans with architect plans) | 1st check | 2nd check | ||
| Building dimensions vs architect plans dimensions | ||||
| Sections vs architect sections | ||||
| Batchcut and cut list first, then trusses fabrication plans in second | ||||
| Trusses dimensions (multipart) | ||||
| Spacing trusses | ||||
| Pitch | ||||
| Offset (limite de propriété) | ||||
| Overang (limite de propriété) | ||||
| PVC colour | ||||
| Heel (vertical heigth) | ||||
| Encuvement | ||||
| Porch dimensions + indication on final plan "Sous-face PVC sous porche" | ||||
| Attic width (axis ridge or not) | ||||
| Attic heigth | ||||
| Dimensions and position openings (rooflights, stairwell, dormer …) | ||||
| Listing (Check quotation) | 1st check | 2nd check | ||
| Truss quantity | ||||
| Bracing quantity | ||||
| Metalworks quantity (bracket, bolt…) | ||||
| PVC + accessory PVC quantities | ||||
| Ckecking and sending | 1st check | 2nd check | ||
| Checking of all plans done (fabrication plan, listing, cut list…) | ||||
| Differences with quotation | ||||