First Congregational ChurchTemporary Shoring and Bracing

Rowley, MA02210-1

SECTION 02210- TEMPORARY SHORING, BRACING AND SUPPORT

PART 1 - GENERAL

1.01INCLUDED IN THIS SECTION

  1. Design and installation of all required temporary shoring, bracing and support to enable the necessary reconstruction and reassembly of the church tower to be completed in a safe and expedient manner.

1.02REFERENCES

A.Comply with the following standard material specifications that apply to the materials used.

1.03SUBMITTALS

  1. Submit the following items to the Engineer for review:
  1. Drawings showing shoring, bracing, and temporary supports for the existing and re-installed structure as appropriate.

1.04QUALITY ASSURANCE

  1. Comply with all referenced standards for the products employed.
  1. Schedule all appropriate site visits and inspections with the design Engineer for the shoring system.

PART 2 - PRODUCTS

2.01MATERIALS AND PRODUCTS

  1. Products and materials that are appropriate to the application and permitted by the Massachusetts State Building Code.

PART 3 - EXECUTION

3.01TEMPORARY SHORING, BRACING AND SUPPORT

A.The contractor shall be solely responsible for all means and methods of construction employed on this project including all temporary bracing, support and protection of the existing Structure. Contractor shall retain the services of a Massachusetts registered professional structural engineer at his own expense if and as may be needed to maintain safe and stable conditions on the project. Any sequences of work or methods indicated or implied in the contract documents are present only as assumptions on which the design of the permanent installations are based and are to be considered as a suggested option for review by the contractor.

B.Field Survey and Analysis:

  1. Select shoring, bracing and support locations and measure all existing geometry and note existing conditions. Locate points of attachment and support that will best suit progress of work.
  2. Perform a structural analysis of the areas to be affected by the work and determine loads on temporary shoring, bracing and support system.

C.Design Shoring, Bracing and Support:

  1. Shoring, bracing and support shall be designed to maintain existing lines and surfaces without deflection during work. Design shall be in accordance with gravity dead, live and wind load resistance requirements of the Massachusetts State Building Code.
  2. Design shall be sufficient for existing and new material loads and anticipated construction loads.
  3. Design shall allow for distribution of loads to supporting structure and shall limit all movement to less than 1/4" at full loading and a given span length divided by 360 and within appropriate limits to prevent damage to the supported elements or materials. Stresses on supporting structure shall not exceed safe, commonly allowable stresses for the materials in consideration of their age and conditions.
  4. Minimize use of side grain bearing timbers that may be susceptible to dimensional variations with changes in moisture and temperature.

D.Construct shoring, bracing and support in accordance with approved design submittal and proper and standard construction practice. Work shall be installed so as not to permanently mar or stain the exposed stone faces of the structure.

E.Maintenance: Maintain shoring, bracing and support in a safe condition during all phases of work. Keep wood generally dry and of constant moisture content. Protect wood from swelling or shrinking with weather and humidity fluctuations.

END OF SECTION 02210