Structure Subcontractor List

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Phase

Subcontractor Business Name

Contact

Phone

Email

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Project:

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Date:

Objective of this Scope of Work

■ To ensure foundations and concrete walls are built to engineering specifications or better and are plumb, square, and level.

Terms used in this document

■ Site Superintendent: shall refer to any Company representative with authority to enforce this Scope of Work.

■ SUBCONTRACTOR: shall refer to the Subcontractor's organization, its employees, or any representative of the Subcontractor assigned the authority to perform per this Scope of Work.

Acceptable Performance

Foundation: General

■ A new set of plans is required for each house. Plans are subject to changes and modifications.

■ It is the responsibility of the Subcontractor to have the new plans before beginning work.

■ The Subcontractor will correct any errors that occur from using an incorrect set of plans at no cost to Company.

■ Foundations shall be built per plan and/or engineer’s specifications.

■ Concrete shall be placed at an appropriate rate so that it can be spread, straightened, and finished properly.

■ Concrete should not be allowed to run or be worked over long distances, and should not be allowed to drop more than 4'-0".

■ Holes left by nails or line pins should be pointed while adjacent concrete is green.

■ Poured concrete should not crack in excess of 1/8" in vertical or horizontal displacement.

■ Concrete shall not pit, scale, or spall to the extent that the aggregate is exposed.

■ If temporary power is not yet connected to the lot, the Subcontractor must furnish a generator.

■ Permission of the Site Superintendent is required for drawing electricity or water from an adjacent jobsite.

■ All trash and debris shall be removed from lot to dumpster or the designated trash area.

■ All runoff concrete shall be removed to the driveway cut.

■ No invoice will be paid until all required work is field-measured and verified.

■ Payment will be based on the field measurements and not on the amount of concrete delivered to the site.

■ Any items found during the final inspection that need correction shall be corrected before payment will be made.

Foundation: Footings

■ Prior to digging footings, the Subcontractor and the Site Superintendent shall verify all the dimensions of the house.

■ Prior to digging footings, the Subcontractor and the Site Superintendent shall verify all offsets are staked.

■ Prior to digging footings, the Subcontractor and the Site Superintendent shall verify all lines are straight and true.

■ The Subcontractor shall verify with the Site Superintendent that the staked area of the house will fit on the lot.

■ The Subcontractor shall verify with the Site Superintendent that the house is within the building lines and any easements.

■ Forms shall be set per plan.

■ All footings for stoops and porches shall be dug and poured as a part of the foundation for the house.

■ The Subcontractor shall dig all footings. Footings may be dug by machine or by hand.

■ Footings should not be over-dug, and must be of width and depth to accommodate the amount of concrete listed below.

■ Footings shall be poured a minimum of 16" wide by 8" deep for single-story structure.

■ Footings shall be poured a minimum of 16" wide by 8" deep for a two-story structure or a single-story structure on a basement.

■ Footings shall be poured a minimum of 18" wide by 8" deep for a three-story structure or two-story structure on a basement.

■ All footings measurements provided above are subject to engineering reports and requirements.

■ Two #4 rebar shall be installed continuously in all footings at mid-point of the depth of the footing.

■ Bending and cutting of reinforcing steel is to be done by the Subcontractor. Additional rebar may be required for engineered footings.

■ The top surface of footings shall be level, all corners shall be square, and all footings shall be straight.

■ The bottom surface of footings may not have a slope exceeding 1" in 10".

■ Footings shall be stepped where necessary to change the elevation of the top surface of the footings.

■ Footings shall be stepped where the slope of the bottom surface of the footing will exceed 1" in 10".

■ Footings shall be installed per engineered design.

■ All concrete strength ratings shall be per engineered design.

■ Footings shall pass all required inspections prior to the placement of forms for poured walls and stem walls.

Foundation: Poured Walls and Stem Walls

■ Concrete walls shall be a minimum of 8" in width or larger as otherwise specified in the engineer’s specifications.

■ At minimum, #4 rebar reinforced steel shall be placed vertically 6'-0" OC and horizontally 3'-0" OC throughout the foundation wall area.

■ The above rebar specifications are subject to engineering and code requirements, and specifications in the plan documents.

■ The Subcontractor is responsible for supplying and setting anchor bolts in all poured walls.

■ Bolts shall be 1/2"-diameter anchor bolts placed 6'-0" on center and not more than 12 " from corners.

■ Bolts shall extend a minimum of 15" into masonry or 7" into concrete.

■ Anchor bolts shall have a clear height of 2-3/4" for 2x framing - 1/8" sill seal + 1 1/2" bottom plate + 1 1/8" minimum nut and washer.

■ All walls shall be true, plumb, and square. Concrete walls shall not be out of plumb more than 1/2" in 8'-0".

■ Concrete walls should not vary more than 1/2" out of square when measured along the diagonal of a 9'-0" x 12'-0" x 15'-0" triangle at any corner.

■ Concrete wall variance should not exceed 1/4" out of level in 20'-0", with no ridges or depressions in excess of 1/4" within any 32' measurement.

■ Poured concrete foundation walls shall not leak.

■ There shall be no honeycombs.

■ Concrete walls shall maintain structural integrity and not crack in excess of 1/8" in width or displacement.

■ Concrete poured at temperatures at or below 32 degrees Fahrenheit (F) shall contain 2-percent calcium.

■ Any concrete walls poured in conditions that have the potential for frost shall be covered with polyethylene for protection against frost damage.

Other

Subcontractor acceptance or rejection (required):

(initial)

I have read, understand, accept, and will comply with this Scope of Work

I do not accept this Scope of Work

Signing on behalf of Subcontractor

Date of completion

⌂

Project:

Provided to:

Email:

Contact:

Phone:

Date:

Objective of this Scope of Work

■ To ensure exterior and interior framing of the house is built to plan specifications, is plumb, square, and level, and meets all code requirements for structural soundness.

Terms used in this document

■ Site Superintendent: shall refer to any Company representative with authority to enforce this Scope of Work.

■ SUBCONTRACTOR: shall refer to the Subcontractor's organization, its employees, or any representative of the Subcontractor assigned the authority to perform per this Scope of Work.

Acceptable Performance

Framing Labor is divided into multiple sections. This Scope of Work covers all sections.

Framing Labor: General

■ The framing Subcontractor is responsible for ensuring that the house is framed per plan with all dimensions correct, work plumb and square.

■ The quality of the work of subsequent Subcontractors depends in large part on the quality of the framing Subcontractor’s work.

■ A new set of plans is required for each house. Plans are subject to changes and modifications.

■ It is the responsibility of the Subcontractor to have the most current plans before beginning work.

■ The Subcontractor, at no cost to Company, will correct any errors that occur from using an non-current set of plans.

■ Company must rely on the Subcontractor to note any incorrect features found during framing.

■ Should an error be found, please notify the Site Superintendent immediately so that corrections may be made.

■ The Subcontractor will be furnished with a copy of the material order for the job.

■ If any items are missing or substituted the Site Superintendent should be informed immediately.

■ All work is to be done by trained, experienced individuals.

■ Notching, drilling, and cutting of framing members compromise the structural integrity of the house.

■ Under no circumstances shall roof or floor trusses be cut, notched, or otherwise damaged.

■ The Subcontractor shall keep the waste of materials to a minimum.

■ Wasted or damaged materials will, at the Site Superintendent's discretion, be charged to the Subcontractor.

■ All nails are to be firmly set. No bent nails shall protrude into or onto any area that will receive door casings, drywall, or other types of finish.

■ The framing Subcontractor is responsible for boring the necessary holes in the bottom plate to accommodate anchor bolts.

■ The framing Subcontractor is responsible for the completion of the anchor bolt installation with washers and nuts.

■ All foundation vents shall be installed in appropriate locations and quantities by Subcontractor.

■ Safety bracing shall be installed around all interior openings with drops of more than 24".

■ All exterior openings with a drop of more than 24" shall be blocked by crossbars running horizontally at 24" and 36" across the opening.

■ Framing and sheathing members shall be fastened according to code and manufacturer’s instructions.

■ Drywall backing shall be installed throughout the house to ensure proper installation of drywall.

■ Subcontractor shall install adequate nailing surface at windows, doors, exterior corners, and other areas to ensure solid anchorage.

■ Subcontractor shall install lateral blocking at shower stalls, wall cabinet locations, and bathroom fixture locations.

■ All firestops shall be installed per code (chimney chases, under tubs, around showers, etc.).

■ The Subcontractor is responsible for setting temporary stairs before beginning the next level.

■ Temporary handrails shall be installed on all stairs.

■ It is the responsibility of the Subcontractor to install all trusses correctly according to the layout furnished with the trusses and to plan.

■ Thresholds shall be braced before the job is complete.

■ All temporary bracing, except safety bracing, shall be removed at the completion of the framing.

■ Extra material will be stacked in the garage. The Site Superintendent, with the Subcontractor, will inventory the excess material.

■ The extra material inventory list shall be attached to the Work Order and invoice when submitted for payment.

■ All trash and building debris shall be removed to the dumpster or to an area designated by the Site Superintendent.

■ The house shall be broom-swept before job shall be considered complete.

■ The house must pass all framing inspections before the framing labor will be considered complete.

■ All labor for any corrections required by the framing inspectors will be at the expense of the Subcontractor.

■ Any items found during the final inspection that need correction shall be corrected before payment will be made.

Framing Materials

■ All bottom plates where the wall is to sit on concrete shall be pressure-treated wood.

■ Inder no circumstances shall material that is not pressure treated come in contact with concrete.

■ All framing materials should be of appropriate size, species, and grade to meet building code and engineering requirements.

■ Lumber that is inferior in terms of condition or structural integrity shall not be installed.

Framing Labor: Floors

■ Floor system variance should not exceed 1/4" out of level in 20'-0".

■ Floor system should have no ridges or depressions in excess of 1/8" within any 32" measurement.

■ Floor trusses shall be installed per the manufacturer’s layout.

■ Subfloor panels shall be installed with long direction perpendicular to joists, and with staggered end joints.

■ Floor sheathing shall be level and securely attached to supports to provide an adequate base to receive finish flooring and fasteners.

■ All subflooring shall be installed with a 1/8" gap between pieces to allow for swelling due to the absorption of moisture.

■ Any buckling of the subfloor shall be planed, sanded, and smoothed by the framer.

■ All subflooring gaps larger than 1/8" shall be filled with acceptable filler, then smoothed and sanded.

■ All subflooring shall be glued and screwed immediately after the application of the adhesive.

■ The Subcontractor shall repair any subflooring that squeaks, creaks, or gives due to improper installation.

■ No subflooring shall float at joints or squeak overall.

■ A “bright” is a nail driven through a bottom plate of a wall that is not driven into a structural member of the floor system.

■ Brights are a major source of floor squeaks.

■ All brights must be hammered over from the underside of the floor sheeting to clench the nail..

Framing Labor: Walls General

■ Studs, plates, cripples, and headers shall be cut squarely and within 1/8" of required length.

■ Wall layout measurement variance shall not exceed 1/8" in 20'-0".

■ Bearing walls shall not exceed 1/4" out of level in 20'-0".

■ Bearing walls shall not have more than a 1/8" ridge or depression within any 32" measurement.

■ Bearing walls shall not be more than 1/2" out of level over the entire bearing surface.

■ To check for square, mark 8'-0" out of the corner down one wall and 6'-0" out of the corner down the other wall. Marks should be exactly 10'-0" apart.

■ Interior and exterior walls shall not vary more than 1/4" out of square when measured along the diagonal.

■ See image below for how the measurement is to be taken.

■ Walls shall not be more than 1/8" out of plumb in any 48" vertical measurement.

■ No warped studs shall be used.

■ All top plates shall be doubled 2x material, except when using Advanced Framing techniques.

■ All headers shall be true and level using appropriate material.

■ Window and door headers shall conform to code requirements and be installed crown up.

■ Window and doors should be checked with a level for jamb squareness and straightness.

■ Minimum 1x4 (2x6 preferred) blocking shall be cut-in in kitchen when wall cabinets will not be hung from the top plate.

■ For 30” high cabinets on all walls, blocking height is at 84” oc.

■ For 42” cabinets on 9’-0" or higher walls, blocking height is 96” oc. Other heights must be confirmed with job superintendent.

■ Garden tub and tub/shower units shall be placed inside the bath areas before the bathrooms are framed.

■ All framing for bathrooms shall be completed only after the tub units are inside.

■ If the Subcontractor is setting windows and exterior doors, Window and Exterior Door Installation Scope of Work shall pertain.

■ Window and exterior door installation will be checked using the Window and Exterior Door Installation inspection report.

■ Exterior doors and windows shall be installed level, plumb, and square in the opening.

■ Exterior doors and windows shall have no more than a 1/4" in 48" deviation in any direction.

■ Windows and doors should be installed so that they operate properly as intended and with reasonable ease.

Illustration - Square Walls

Framing Labor: Walls Exterior

■ Sill sealer insulation shall be installed in all exterior walls and in walls separating the house from the garage.

■ Sill sealer shall extend slightly on each side of a plate. It must be visible for all inspections.

■ All exterior walls on concrete stem walls shall be attached within 12” of bottom plate breaks.

■ All exterior walls shall be constructed of the appropriate studs set 16" on center.

■ Exterior sheathing shall be installed according to manufacturer’s instructions.

■ No broken pieces of sheathing shall be left in place. No gaps or missing pieces shall be allowed.

■ Exterior wall sheathing shall be smooth, securely attached to supports, and shall provide an adequate base to receive siding and fasteners.

■ All window and door openings shall be level, plumb, square, and built to the correct rough opening size as specified by the manufacturer.

■ Individual garage doors shall have appropriate header material installed.

■ Headers must be completely and securely resting on, and fastened to, supporting jacks.

■ If the plans call for brick, the brick lintel must be installed so that it reaches the outside edge of the supporting jacks.

■ Sliding glass doors shall be framed per the manufacturer’s rough opening specifications.

■ All exterior corner walls shall be braced.

■ All exterior hung door openings, including garage-to-house doors, shall be framed 2 7/8” over in height and 2” over in width.

Framing Labor: Header Construction

■ For standard loads, headers for openings less than 48" shall be minimum (2) 2 x 6 Douglas fir or MicroLam.

■ For standard loads, headers for openings 48" - 71" shall be minimum (2) 2 x 8 Douglas fir or MicroLam.

■ For standard loads, headers for openings 72" - 95" shall be minimum (2) 2 x 10 Douglas fir or MicroLam.

■ For standard loads, headers for openings 96" + shall be minimum (2) 2 x 12/equal Douglas fir or MicroLam.

■ For non-standard loads, headers for openings will be per engineering.

Framing Labor: Walls Interior

■ Interior walls bottom plates shall be fastened through to supporting structural members whenever possible.

■ When interior wall bottom plates are fastened to floor sheathing only, nails must be clenched from underneath.

■ Interior non-load-bearing walls shall be constructed of 2x studs set to a maximum of 24" on center.

■ If the plans call for interior load-bearing walls, the framing members for such walls shall be set 16" on center.

■ Basement load-bearing walls shall be 2x6 studs set 16" on center.

■ All interior hung door openings shall be framed 2 1/2” over in height and 2” over in width.

■ All bi-fold door openings shall be framed 1 ½” over in height and 1 1/2” over in width.

■ All bypass door openings shall be framed 2” over in height and 0” over in width.

■ All pocket door openings shall be framed 4½” over in height and 2 x callout size plus 2” in width.

■ Minimum 1x4 (2x6 preferred) blocking shall be cut-in in baths for the placement of bath hardware.

■ Blocking for towel bars shall be centered at 43" above sub-floor.

■ Blocking for grab bars shall be centered at 37" above sub-floor.

■ Blocking for toilet paper holders shall be centered at 24" above sub-floor.

■ Blocking for towel rings shall be centered at 54" above sub-floor.

■ If the water heater tank is located in the open garage area, Subcontractor is required to enclose the area of the hot water tank.

■ The Subcontractor is required to frame two walls, with the third wall being the house wall.

■ One wall must protect the hot water tank from impact or damage by an automobile.

Framing Labor: Roof

■ Trusses shall be set as per layout from truss manufacturer.

■ Particular attention shall be paid to “Top” stamp and bearing tags.

■ All joist hangers shall be installed and nailed with a nail in each hanger hole.

■ No truss may be cut, notched, nicked, or otherwise damaged.

■ If any truss is accidentally damaged the Site Superintendent should be notified immediately.

■ No truss may be repaired without the approval of the manufacturer’s engineer.

■ Roof structural members should be installed securely and be within 1/4" of plumb from collar tie to top of ridge.

■ Ridge shall not vary more than 1/4" out of level plus or minus over the entire length.

■ Roof ridge beam deflection shall be no greater than 1/2" in 8'-0".

■ Roof sheathing shall be smooth, securely attached to supports, and shall provide an adequate base to receive roofing fasteners.

■ Roof sheathing shall not bow more than 1/4" in 24".

■ Gable ends shall be completely sheathed.

■ Wind bracing shall be installed at gable ends.

■ Attic access holes and/or disappearing stairs shall be framed at locations shown on plan or as directed by Site Supervisor.

■ Attic access holes shall be framed to a minimum of 20" wide x 30" long.

■ Where the plans call for the HVAC unit to be placed in the attic, the Subcontractor must frame a minimum 20" by 30" access.

■ A passageway from the access hole to the area of the HVAC unit must be a minimum of 22" by 30".

■ The passageway must have a minimum 22" wide floor.

■ Flooring shall extend a minimum width of 30" along the control side of the equipment with a 30" high clear working space on all sides.

■ If two units are to be installed in the attic the flooring area must be increased to accommodate two units.

■ Roof ventilation holes shall be cut per plans.

■ Ridge ventilation, if installed, requires that sheathing be held back 2" from ridge line on both sides of ridge.

■ Confirm ridge ventilation with Site Supervisor.

Other

Subcontractor acceptance or rejection (required):

(initial)

I have read, understand, accept, and will comply with this Scope of Work

I do not accept this Scope of Work

Signing on behalf of Subcontractor

Date of completion

⌂

Project:

Provided to:

Email:

Contact:

Phone:

Date:

Objective of this Scope of Work

■ To ensure that Deck and Porch materials are installed in a manner consistent with all applicable building codes, manufacturer's instructions and warranty requirements, and acceptable construction practices.

Terms used in this document

■ Site Superintendent: shall refer to any Company representative with authority to enforce this Scope of Work.

■ SUBCONTRACTOR: shall refer to the Subcontractor's organization, its employees, or any representative of the Subcontractor assigned the authority to perform per this Scope of Work.

Acceptable Performance

Framing Labor: Deck-Porch - General

■ All decks and porches shall meet or exceed all county, state, and federal building codes for safety.

■ Trained, experienced personnel shall perform all work.

■ The Subcontractor and all employees shall follow all OSHA safety requirements.

■ The Subcontractor and all employees shall follow OSHA safety requirements regarding the use of scaffolding.

■ All work shall meet or exceed local, state, and national safety standards for decks, deck landings, and deck stairs.

■ Local, state, or national safety codes shall take precedence over any item below should such items be in conflict.

■ Any item constructed by the Subcontractor shall meet or exceed the safety requirements of local, state, or federal authorities.

■ The Subcontractor is responsible for the repair or correction of any item that fails any safety codes.

■ The Subcontractor shall correct any movement in stairs, deck rails, and pickets that exceeds the allowable limits of state or local codes.

■ The Subcontractor shall replace any wood that splits due to incorrect installation.

■ Any work determined to be of poor quality shall be repaired or replaced by the Subcontractor at no cost to Company.

Framing Labor: Deck-Porch - Details and Installation

■ A new set of plans is required for each house. Plans are subject to changes and modifications.

■ It is the responsibility of the Subcontractor to have the new plans before beginning work.

■ The Subcontractor will correct any errors and replace damaged materials from using an incorrect set of plans at no cost to Company.

■ Company will furnish all materials.

■ The Subcontractor shall keep waste material to a minimum.

■ Any unnecessary waste or damage to materials will, at Site Superintendent's discretion, be charged to the Subcontractor.

■ Decks shall be built to plan.

■ Decking material that has excessive splits (light visible through splits or splits that penetrate more than half of the board) shall not be used.

■ Decking material that is warped, twisted, or otherwise more than 1/4" out of level shall not be used.

■ All unusable material shall be counted and noted as to type and quantity on the Work Order.

■ Unusable materials shall be stacked and stored safely for return to supplier.

■ Deck or porch ledgers will be bolted to the house using 1/2" through-bolts. Lag bolts are not acceptable.

■ If nails are specified, all nails will be ring-shank nails. No nail heads shall protrude from the decking.

■ Screws shall be of sufficient length to penetrate into structural members to a depth of 1-1/2".

■ No screw heads shall protrude from the decking.

■ The spacing on opposite sides of individual deck boards shall not differ in average width by more than 1/8".

■ No point on the deck surface shall vary more than 1/2" from any other surface point within 10'-0" on a line parallel to the house.

■ Landings shall be installed as required by safety codes.

■ Step run and rise shall be per plan. If plan does not specify this information, discuss with Site Superintendent.

■ All pickets shall be nailed securely and without splitting.

■ All handrails will be tight and secure with no give, shaking, or movement.

■ Railings on decks shall not contain slivers longer than 1/8" in exposed areas.

■ All construction debris must be removed to the dumpster or to an area designated by the Site Superintendent.

■ The job will not be considered complete and payment will not be issued until all trash and debris have been so removed.

■ Any items found during the final inspection that need correction shall be corrected before payment will be made.

Other

Subcontractor acceptance or rejection (required):

(initial)

I have read, understand, accept, and will comply with this Scope of Work

I do not accept this Scope of Work

Signing on behalf of Subcontractor

Date of completion

⌂

Project:

Provided to:

Email:

Contact:

Phone:

Date:

Objective of this Scope of Work

■ To ensure that Stairs are built and installed in a manner consistent with all applicable building codes, manufacturer's instructions and warranty requirements, and acceptable construction practices.

Terms used in this document

■ Site Superintendent: shall refer to any Company representative with authority to enforce this Scope of Work.

■ SUBCONTRACTOR: shall refer to the Subcontractor's organization, its employees, or any representative of the Subcontractor assigned the authority to perform per this Scope of Work.

Acceptable Performance

Framing Labor: Stairs - General

■ Due care must be taken when removing temporary stairs and installing the permanent stairs.

■ The installers must not damage the existing framing or other Subcontractors’ work.

■ All stairs are to be properly braced on the underside of the stairs to prevent any bouncing, creaks, squeaks, and movement.

■ All shims and bracing pieces on the underside of treads must be secured with both additional shims and nails.

■ All stairs shall be covered with rosin paper to protect the stair treads during the remaining time of construction.

■ All areas of oak on the stair treads shall be doubly protected with a material that cannot be easily removed.

Framing Labor: Stairs - Installation

■ The Subcontractor shall remove temporary stairs and place them in the garage when permanent stairs are installed.

■ The Subcontractor shall prevent damage to existing framing or other completed construction.

■ The Subcontractor shall construct stairs in such a manner that stairs do not squeak, creak, bounce, or move.

■ The Subcontractor shall add additional bracing as required to ensure the stability of the stairs.

■ The Subcontractor shall field-measure the stair area to ensure a correct fit and correct riser spans.

■ Stairs are to be fitted to the floor correctly for the floor covering used (wood, vinyl, or carpet).

■ Stairways shall not be less than 36" in clear width.

■ The greatest riser height within any flight of stairs shall not exceed the smallest riser height by more than 3/8".

■ The greatest tread width within any flight of stairs shall not exceed the smallest tread width by more than 3/8".

■ When risers are closed, all treads shall have a uniform projection not to exceed 1-1/2".

■ The Subcontractor is responsible for cleaning up all residual materials before the job shall be accepted as complete.

■ Any items found during the final inspection that need correction shall be corrected before payment will be made.

Other

Subcontractor acceptance or rejection (required):

(initial)

I have read, understand, accept, and will comply with this Scope of Work

I do not accept this Scope of Work

Signing on behalf of Subcontractor

Date of completion

⌂

Project:

Provided to:

Email:

Contact:

Phone:

Date:

Objective of this Scope of Work

Terms used in this document

■ Site Superintendent: shall refer to any Company representative with authority to enforce this Scope of Work.

■ SUBCONTRACTOR: shall refer to the Subcontractor's organization, its employees, or any representative of the Subcontractor assigned the authority to perform per this Scope of Work.

Acceptable Performance

Template: General

Template: Details

Subcontractor acceptance or rejection (required):

(initial)

I have read, understand, accept, and will comply with this Scope of Work

I do not accept this Scope of Work

Signing on behalf of Subcontractor

Date of completion

⌂

Project:

Provided to:

Email:

Contact:

Phone:

Date:

Objective of this Scope of Work

Terms used in this document

■ Site Superintendent: shall refer to any Company representative with authority to enforce this Scope of Work.

■ SUBCONTRACTOR: shall refer to the Subcontractor's organization, its employees, or any representative of the Subcontractor assigned the authority to perform per this Scope of Work.

Acceptable Performance

Template: General

Template: Details

Subcontractor acceptance or rejection (required):

(initial)

I have read, understand, accept, and will comply with this Scope of Work

I do not accept this Scope of Work

Signing on behalf of Subcontractor

Date of completion

⌂

Project:

Provided to:

Email:

Contact:

Phone:

Date:

Objective of this Scope of Work

Terms used in this document

■ Site Superintendent: shall refer to any Company representative with authority to enforce this Scope of Work.

■ SUBCONTRACTOR: shall refer to the Subcontractor's organization, its employees, or any representative of the Subcontractor assigned the authority to perform per this Scope of Work.

Acceptable Performance

Template: General

Template: Details

Subcontractor acceptance or rejection (required):

(initial)

I have read, understand, accept, and will comply with this Scope of Work

I do not accept this Scope of Work

Signing on behalf of Subcontractor

Date of completion

⌂

Project:

Provided to:

Email:

Contact:

Phone:

Date:

Objective of this Scope of Work

Terms used in this document

■ Site Superintendent: shall refer to any Company representative with authority to enforce this Scope of Work.

■ SUBCONTRACTOR: shall refer to the Subcontractor's organization, its employees, or any representative of the Subcontractor assigned the authority to perform per this Scope of Work.

Acceptable Performance

Template: General

Template: Details

Subcontractor acceptance or rejection (required):

(initial)

I have read, understand, accept, and will comply with this Scope of Work

I do not accept this Scope of Work

Signing on behalf of Subcontractor

Date of completion

⌂

Project:

Provided to:

Email:

Contact:

Phone:

Date:

Objective of this Scope of Work

Terms used in this document

■ Site Superintendent: shall refer to any Company representative with authority to enforce this Scope of Work.

■ SUBCONTRACTOR: shall refer to the Subcontractor's organization, its employees, or any representative of the Subcontractor assigned the authority to perform per this Scope of Work.

Acceptable Performance

Template: General

Template: Details

Subcontractor acceptance or rejection (required):

(initial)

I have read, understand, accept, and will comply with this Scope of Work

I do not accept this Scope of Work

Signing on behalf of Subcontractor

Date of completion