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The contractor shall maintain the structure and the site free of debris and garbage throughout the duration of the construction project. Execute daily cleaning to keep the work area free from accumulation of waste materials. The contractor shall maintain on-site containers for the collection of waste and shall be responsible for the cost of the. legal disposal of all waste material generated by this project.
The contractor shall take reasonable measures to guard the site against trespassing and to protect the occupants from dangerous conditions. Erect temporary fencing and barriers and overhead protection to protect the public and occupants from dangers on the project site.
MATERIALS ‘STORAGE: The Contractor shall carefully and safely store all construction materials on the site in a neat and orderly manner so as to prevent damage from exposure to the elements, vandalism, or theft.
Prior to completion of the project the contractor shall thoroughly clean all surfaces and spaces. The Contractor shall deliver the structure to the owner ina "broom clean" condition. All non-essential labels shall be removed from materials and surfaces shall be clean and free of any dust or dirt. All debris, containers, packaging, waste material, etc. generated as a result of this project shall be removed from the site and be legally disposed of by the contractor.
The contractor shall prepare a binder containing all warranty and operating information for equipment and material in the building.
DESIGN LOADS:
b). Loads: Live Load Dead Load Total Load First Floor: 40PSF — 12PSF 52 PSF Roof 35 PSF(snow) 15 PSF . 50 PSF
(Roof snow load is calculated using a Ground Snow Load of 50 P.S.F.)
Assumed minimum soil bearing capacity is 1,500 P.S.F. Contact the architect if poor soil conditions are discovered. ;
The contractor is to include fire blocking in all walls and ceiling structures as required by the 2020 Residential Building Code of New York. Fire blocking shall be placed so’as to prevent the spread of fire within or through the concealed spaces within interior walls and cavities of the structure. Fire blocking may be solid 2 x lumber or mineral wool that completely fills the
gaps.
These drawings have been prepared for a negotiated agreement between the contractor and the owner. They contain many instances where the owner and contractor must agree on a specific material or finish in order to properly establish pricing for the project. The contractor will be expected to provide reasonable allowance amounts for items such as light fixtures, floor finishes, etc. If there is a question regarding the finish materials the owner should be contacted for clarification. The owner will make selections of the items, and the cost of the items will be debited against the allowance budget. Any costs over and above the allowance budget will be the responsibility of the owner to pay in addition to the base cost of the project. Any credits due back for unspent allowance shall be returned to the owner. Identify the allowances in the proposal provided for the construction work. —
02 SITE CONSTRUCTION
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At the conclusion of the construction project any damaged, disturbed, or rutted lawn areas are to be restored by the contractor. All affected areas are to be levelled, and ruts are to be filled. Seed all unpaved disturbed areas with grass and mulch the seeded areas.
Remove all topsoil in the construction area and dispose of the material offsite. Materials for
backfill and restoration of topsoil at lawn areas may be stored on site but must be protected _
from outwash of silt laden runoff. Cover the spoil pile or erect a siltation fence around it.
provide an allowance amount for concrete pavers to be selected by the owner. Install the paver sidewalk and landing for the deck stairs over 1 inch bedding sand on 6 inches of compacted crushed stone places over a geo stabilizing fabric. Extend the sub-base 6 inches beyond the paver border and install a PVC retaining edge around all open sides of the paver
Connect new downspouts to the existing storm water piping system on the property. The extent and location of the underground piping system is not known. The contractor shall explore the pipe layout and formulate a plan for connection and rerouting.
03 CONCRETE
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FOUNDATION NOTES:
A) Footings shall bear on soil with a net allowable bearing pressure of 1,500psf.
B) Excavation for foundations shall be taken to firm undisturbed soil, dry and free from frost or loose material.
C) Contractor shall verify and locate all existing below grade utilities prior to
construction. D) Contractor to provide temporary protection as required for foundations exposed to water or freezing.
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