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Forge Ops QA/QC plan

Forge Ops is the field quality control system our crews run on every building, in every state. Six phases, each with a hold point, a checklist, and a signed sign-off before the next phase starts.

6 field phases
117 checklist items
6 signed hold points

1 PLAN Pre-erection
2 LIFT Steel erection
3 WRAP Wall sheeting
4 RIDGE Roof paneling
5 EDGE Trim out
6 CLOSE Completion

PLAN

Phase 1: Pre-erection

PLAN = Pre-Layout & Assessment Now

Before a single anchor bolt is set, before the crane arrives, before the crew is on the ground — the PLAN system must be executed completely. The most expensive steel erection mistakes happen because of issues that existed before erection began: anchor bolts in the wrong location, concrete that has not cured, drawings that do not match the stamped permit set, or materials that were not fully received.

Permit & Drawings Verified

Approved permit set on-site and accessible. Erection drawings match the permit set in all key dimensions. Any RFIs or addenda documented and crew briefed.
Layout & Anchor Bolt Check

Every anchor bolt location, diameter, projection, and plumb verified from a confirmed baseline — not bolt-to-bolt. Out-of-tolerance bolts flagged and reported to EOR before erection begins.
Assembly Inventory & Staging

All steel packages received and counted against the BOM. Missing or damaged members documented and back-ordered immediately. Materials staged in erection sequence.
Notify & Safety Brief

Pre-job safety meeting conducted and signed by all crew. Fall protection, crane capacity, and emergency plan reviewed. AHJ inspector notified of erection start date.

Critical Warning

Do NOT begin erection over anchor bolts that are out of tolerance. Setting a column over mislocated bolts and forcing it into position creates hidden stress in the frame. Stop, document, and contact the engineer.

P — Permit & Drawings Verified

The approved permit set must be physically present on-site and accessible. Erection drawings must be cross-referenced against the approved permit drawings — any discrepancies must be resolved with the Engineer of Record before erection begins.

Stamped, approved permit drawings are on-site in a weatherproof sleeve or job box
Erection drawings match the permit set in span, bay spacing, eave height, and load conditions
Anchor bolt layout on erection drawings matches the approved foundation drawings
Any RFIs, addenda, or design changes are documented and crew has been briefed
Special inspection requirements are identified and inspector contact is confirmed

L — Layout & Anchor Bolt Check

Anchor bolt verification is the single most critical pre-erection task. An anchor bolt in the wrong location, at the wrong elevation, or not plumb can halt an entire erection sequence.

Each anchor bolt location measured from a confirmed baseline — not bolt-to-bolt
Bolt diameter and thread length match erection drawings
Bolt projection above concrete matches base plate and nut engagement requirements
All bolts are plumb — check with a bubble level or plumb bob on each bolt
Pier and slab elevations checked at all column locations with a level instrument
Concrete compressive strength confirmed (typically minimum 75% of design strength for erection)
Any out-of-position bolts flagged and reported to the EOR before proceeding

A — Assembly Inventory & Staging

It is common for pieces to be missing, damaged, or mislabeled. Discovering a missing piece during erection is one of the most expensive delays in the trade. Inventory everything before you need it.

All steel packages received and counted against the Bill of Materials
Primary framing members counted and labeled by mark number
Secondary framing verified by count and size
Fastener packages inventoried — anchor hardware, high-strength bolts, self-drilling screws
Panel packages counted and color verified against contract color schedule
Any damaged or missing members documented and back-ordered immediately
Materials staged in erection sequence — what goes up first is most accessible

N — Notify & Safety Brief

No crew sets foot on a jobsite without a documented pre-job safety meeting. This is non-negotiable — legally, morally, and practically.

Site-specific hazard identification: overhead utilities, underground utilities, traffic, ground conditions
Fall protection plan reviewed — anchor points, harness inspection, lanyard requirements above 6 feet
Crane and rigging plan: lift capacities, swing radius, pick points, exclusion zones
Communication system: hand signals, radio channels, stop-work authority for all crew
Emergency action plan: first aid location, nearest hospital, site emergency contact
AHJ inspector notified of erection start date with required notice — typically 24–48 hours
Crew roles and responsibilities assigned — lead erector, rigger, connectors identified

PLAN checklist

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Stamped, approved permit set on-site and accessible Foreman
Erection drawings match stamped permit set in all key dimensions Foreman
Anchor bolt locations surveyed from baseline — all columns Lead
Anchor bolt diameter, thread length, and projection confirmed per drawings Lead
All anchor bolts plumb — checked with level or plumb bob Lead
Pier and slab elevations confirmed at all column locations Lead
Concrete cure confirmation received — minimum strength met Foreman
All out-of-tolerance anchor bolts flagged and reported to EOR Foreman
Steel packages received and counted vs. BOM Lead
Primary and secondary framing inventoried and labeled Lead
Fastener and hardware packages inventoried Lead
Missing or damaged members documented and back-ordered Foreman
Materials staged in erection sequence Crew
Pre-job safety meeting conducted and forms signed by all crew Foreman
Fall protection plan reviewed with all crew Foreman
Crane and rigging plan confirmed — capacities and picks verified Rigger
AHJ inspector notified of erection start date Foreman
Crew roles assigned — lead erector, rigger, connectors identified Foreman

Hold point: PLAN is signed off by the DD Construction superintendent and the GC or owner representative before the next phase begins.

LIFT

Phase 2: Steel erection

LIFT = Level, Install, Fasten, True

Steel erection is the backbone of the entire building. Everything that follows — panels, trim, doors, and mechanical — is only as good as the steel frame it hangs from. The LIFT system governs safe, accurate, and properly sequenced erection of all primary and secondary structural steel. Plumb, level, and brace each bay before releasing the crane and before advancing to the next.

Level Base Plates & Set Columns

Shim base plates to correct elevation before column placement. Bearing must be uniform — no rocking or high-point bearing. Do not release the crane until the temporary column brace is engaged.
Install Primary Frames

Install temporary bracing immediately — never release the crane hook until the frame is secured. A single unsupported frame in wind conditions can collapse in seconds. No exception, no shortcut.
Fasten Secondary Framing

Girts, purlins, flange braces, and eave struts per drawings. Verify spacing and lap dimensions before fastening. Do not over-drive self-drilling fasteners — neoprene washers must be flat, not dished.
True & Tension Final

Plumb all columns with instrument. Install and tension all rod bracing. Torque all high-strength bolts to specification using a calibrated torque wrench. Remove temporary bracing only after permanent bracing is complete.

Safety Requirement

NEVER release the crane hook from a primary frame until that frame is secured with temporary bracing. A single unsupported frame in wind conditions can collapse in seconds. No exception, no shortcut.

L — Level Base Plates & Set Columns

Set leveling nuts or shims to bring base plate to correct elevation — confirm with level instrument
Bearing must be uniform — no rocking or high-point bearing
Confirm anchor bolt projection is sufficient for nut engagement and leveling nut clearance
Set columns with crane per erection sequence — typically from one end toward the other
Do not release crane until temporary column brace is engaged

I — Install Primary Frames

Erect frames in the sequence specified in erection drawings — do not deviate
Install temporary cable or pipe bracing at each bay before releasing the crane
Install ridge and knee brace or haunch connection hardware before releasing frames independently
Plumb each column immediately with temporary guy wires — do not leave frames free-standing without bracing

F — Fasten Secondary Framing

Install eave struts at all eave conditions per drawings — confirm connection detail at each rafter
Install roof purlins at spacing shown on drawings — verify from eave up, not from ridge down
Install wall girts at spacing shown on drawings — verify from grade up
Install flange braces at all locations shown — these brace the weak-axis of the rafter and are not optional
Do not over-drive self-drilling fasteners — neoprene washers should be compressed flat, not dished
Verify all purlin and girt laps are oriented per manufacturer direction
Install bridging and anti-roll clips at all required locations

T — True & Tension Final

Plumb all columns with optical level or digital plumb device — document readings
Check diagonal dimension of each bay corner-to-corner to confirm square
Install all diagonal rod bracing per erection drawings — confirm size and location
Tension rod bracing using turnbuckles — hand-tight plus wrench-snug, not over-tensioned
Torque all high-strength bolts to specification using a calibrated torque wrench — document per inspection requirements
Remove all temporary bracing only after permanent bracing is fully installed and tensioned
Request structural inspection from AHJ prior to covering steel with panels

LIFT checklist

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Base plates shimmed to correct elevation — bearing uniform, no rocking Lead
Anchor bolts torqued to snug-tight after leveling and plumb confirmed Lead
Temporary bracing installed at each frame before crane release Rigger
Primary frame erection sequence followed per drawings Foreman
Ridge and haunch connection hardware installed per drawings Connectors
Columns plumbed immediately after frame erection — braces set Lead
Eave struts installed and connected at all eave conditions Crew
Roof purlin spacing confirmed to drawings from eave up Lead
Wall girt spacing confirmed to drawings from grade up Lead
Flange braces installed at all required locations Crew
Bridging and anti-roll clips installed Crew
All columns plumbed with instrument — readings documented Lead
Bay diagonals checked for square Lead
All diagonal rod bracing installed — size and location per drawings Crew
Rod bracing tensioned per specification Lead
All high-strength bolts torqued to spec — documented Lead
Temporary bracing removed after permanent bracing complete Lead
Structural inspection completed and signed off by AHJ Foreman

Hold point: LIFT is signed off by the DD Construction superintendent and the GC or owner representative before the next phase begins.

WRAP

Phase 3: Wall sheeting

WRAP = Weather, Reference, Align, Pin

Wall panels are the building's first line of defense against weather. They must be installed plumb, correctly lapped, properly fastened, and fully sealed. A wall that looks complete from a distance can be leaking, buckling, or losing thermal efficiency if any one of those elements was missed.

Weather Barrier & Insulation Set

Install vapor retarder and insulation before panel installation. Confirm thickness and facing direction. Band at girt line. Pre-cut all penetration locations — do not tear insulation around openings.
Reference Line Established

Snap a plumb reference line at the starting corner before any panel is lifted. Confirm base condition is level along its full length. One bad start panel cascades the entire wall.
Align Panels & Check Plumb

Engage side-lap rib fully before driving any fasteners. Check plumb on every panel. Verify drift every 5 panels. Do not force panels — find and correct the cause.
Pin & Seal Fasteners

Drive fasteners in the flat of the panel — never in the rib. Neoprene washer must be flat and slightly compressed — not dished. Apply sealant at all penetrations, base conditions, and trim interfaces.

Common Failure

Over-driven fasteners compress the neoprene washer so severely it cracks and no longer seals. An over-driven fastener is worse than no fastener — it creates a hole with failed sealing. Set your driver clutch and check every 20 fasteners.

W — Weather Barrier & Insulation Set

Confirm insulation thickness and R-value specified for wall condition on drawings
Install vapor retarder facing toward the warm-in-winter side unless drawings specify otherwise
Cut insulation cleanly — compressed or torn insulation loses R-value and creates condensation pathways
Band or tape insulation at girt line to hold position before panel installation
Mark and pre-cut all penetration locations — do not tear insulation around openings

R — Reference Line Established

Snap a plumb chalk line at the starting corner — verify with a spirit level and plumb bob
Confirm the base condition is level along its full length before panels begin
Confirm panel color, profile, and orientation before the first panel is lifted
Mark door and window rough opening dimensions on the girt line before panels begin

A — Align Panels & Check Plumb

Set first panel to reference line — confirm plumb before fastening
Engage side-lap rib fully before driving any fasteners — never drive a fastener into a partially engaged lap
Check plumb with a level on every panel — verify drift every 5 panels with a plumb bob or laser
If drift is detected, correct over the next 2–3 panels — do not try to correct in one panel
Do not force panels — find the cause and correct it before fastening

P — Pin & Seal Fasteners

Drive fasteners in the flat of the panel — never in the rib
Fastener spacing at side laps: typically 12 inches O.C. — confirm per drawings
Fastener spacing at intermediate girts: typically 24 inches O.C. — confirm per drawings
Neoprene washer must be seated flat and slightly compressed — a dished washer is over-driven
Apply butyl sealant tape or caulk at all penetrations, base conditions, and panel-to-trim interfaces
Flash all door and window rough openings before frames are set

WRAP checklist

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Insulation thickness and R-value confirmed per drawings Lead
Vapor retarder facing direction confirmed — warm side in Lead
Insulation banded or taped at girt line before panel start Crew
Base condition confirmed level — slab, base angle, or starter girt Lead
Plumb reference line established at starting corner Lead
Door and window ROs marked on girt line before panels begin Lead
Panel color, profile, and orientation confirmed before install Foreman
First panel set to reference line — plumb confirmed before fastening Lead
Side-lap rib engagement verified before fastening each panel Crew
Plumb checked on every panel Crew
Drift check performed every 5 panels Lead
No forced or bowed panels — all issues corrected before fastening Lead
Fasteners driven in panel flats only — never in ribs Crew
Lap fastener spacing confirmed per drawings Lead
Field fastener spacing confirmed per drawings Lead
Neoprene washers seated flat — no over-driven fasteners Lead
Sealant applied at base, penetrations, and trim interfaces Crew
Door and window ROs flashed before frame installation Crew
Wall surface inspected — no oil canning, bowing, or panel damage Foreman

Hold point: WRAP is signed off by the DD Construction superintendent and the GC or owner representative before the next phase begins.

RIDGE

Phase 4: Roof paneling

RIDGE = Run, Insulate, Drive, Guard, End

The roof is the most critical weather management system of any building. A roof that leaks is a failed building, regardless of how well everything else was built. Every step in the RIDGE system is a water management decision — from panel alignment to ridge cap to end lap dimensions.

Run Eave-to-Ridge Reference

Confirm eave strut is level end-to-end with an instrument before any panel is set. Snap a chalk line from eave to ridge at the first bay. Start square — stay square.
Insulate: Lap & Seal

Install insulation continuously ahead of panels — no bare purlins covered. Lap ends at purlin lines — minimum 2 inch overlap. Do not compress below design thickness.
Drive Panels & Engage Clips

Standing seam: seat clips at every purlin — seams must be fully engaged. Through-fastened: fasteners in panel FLATS only. Driving in ribs creates stress concentrations and destroys weathering.
Guard Against Water Intrusion

Foam closures at eave and ridge — fully seated and compressed. Butyl tape at all end laps before upper panel is set. Ridge cap installed in one direction only — never from both ends.
End Laps & Edge Terminations

Confirm minimum end lap per manufacturer spec — panels lapped less than minimum will leak during driven rain. De-burr all cut edges. Clear all metal filings from panels before overnight.

Quality Note

Metal filings from self-drilling fasteners left on panel surfaces will rust within weeks and stain the panel permanently. After every day of roofing work, blow or brush all filings and debris off the panel surface before they oxidize overnight.

R — Run Eave-to-Ridge Reference

Confirm eave strut is level end-to-end with a level instrument — correct if needed before panels begin
Snap a chalk line from eave to ridge on the first purlin line at the starting bay
Verify panels will run perpendicular to the eave strut — confirm with a square from the endwall
Identify and mark all roof penetrations before panels start
Confirm panel color, profile, and thickness match contract documents

I — Insulate: Lap & Seal

Install insulation blanket across purlins ahead of panel installation — do not panel over bare purlins
Lap insulation ends at purlin lines — minimum 2 inch overlap
Do not compress insulation below design thickness — compressed insulation loses R-value proportionally
Band or tape insulation at purlin lines before panels are set to prevent bunching
Confirm vapor retarder facing direction — typically facing down on roof assemblies

D — Drive Panels & Engage Clips

Standing seam and through-fastened roofs have fundamentally different installation requirements:

Standing seam: set clips at each purlin line per manufacturer specification — confirm clip type: fixed vs. floating
Standing seam: seam must be snapped or seamed per manufacturer — do not leave seams open or partially closed
Through-fastened: fasteners must be driven in the panel FLATS — never in the ribs
Driving fasteners in ribs creates stress concentrations and destroys the panel's weathering ability
Confirm fastener spacing at laps and field per drawings

G — Guard Against Water Intrusion

Install foam closure strips at all eave and ridge conditions — confirm foam is fully seated and compressed
Apply butyl tape at all end laps before panels are stacked — tape below, panel above
Install ridge cap in one direction from one end to the other — do not work from both ends to the middle
Flash all roof penetrations with manufacturer-approved curbs or pipe flashings
Apply sealant at all trim-to-panel interfaces along the ridge and endwall conditions

E — End Laps & Edge Terminations

Confirm minimum end lap per manufacturer specification — typically 6 inches for low-slope and 12 inches for steeper panels
Apply butyl sealant tape at all end laps before the upper panel is set
Flash all endwall panel-to-endwall-trim conditions
De-burr all field-cut panel edges — a sharp edge cuts sealant and gaskets over time
Inspect entire roof surface for debris, dropped fasteners, and panel damage before completing the phase

RIDGE checklist

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Eave strut confirmed level end-to-end with instrument Lead
Reference chalk line snapped eave to ridge at first bay Lead
Panels confirmed perpendicular to eave with square from endwall Lead
All roof penetrations marked before panel installation begins Foreman
Panel color, profile, and thickness confirmed vs. contract documents Foreman
Insulation installed continuously ahead of panels Crew
Insulation end laps at purlin lines — minimum 2 inch overlap Lead
Insulation not compressed below design thickness Lead
Vapor retarder facing direction confirmed Lead
Standing seam: clips set at every purlin, clip type confirmed Lead
Standing seam: seams fully engaged and seamed per manufacturer Crew
Through-fastened: fasteners in panel flats only — no rib fasteners Crew
Fastener spacing at laps and field confirmed per drawings Lead
Foam closures installed at eave and ridge — fully seated Crew
Butyl tape applied at all end laps before upper panel is set Crew
Ridge cap installed in single direction — fastened per spec Crew
All roof penetrations flashed with approved flashings Lead
End lap dimensions meet minimum per manufacturer spec Lead
All field-cut panel edges de-burred and touch-up paint applied Crew
Metal filings and debris cleared from all panel surfaces Crew
Roof surface inspected — no damage, missing fasteners, or open laps Foreman

Hold point: RIDGE is signed off by the DD Construction superintendent and the GC or owner representative before the next phase begins.

EDGE

Phase 5: Trim out

EDGE = Execute, Detail, Gap-Seal, Examine

Trim is both the finished appearance and the weather management system of a metal building. Every piece of trim is doing a job: shedding water, sealing a gap, covering a cut edge, or bridging a transition. Trim installed in the wrong sequence, without proper laps, or without sealant is not cosmetic trim — it is a water infiltration pathway waiting to be activated by the first rain.

Execute Trim Installation Sequence

Install trim in the correct order: base, corners, jamb, head, gutter, rake. Out-of-sequence trim creates reverse-lapped conditions where water runs behind instead of off.
Detail All Transitions & Laps

Upper piece ALWAYS laps over lower piece. Minimum 2 inch overlap at all trim joints. Miter or notch corners cleanly. No raw cut ends exposed to weather.
Gap-Seal All Penetrations

Every door, window, louver, and pipe penetration must be flashed and sealant-finished. Walk every elevation systematically. Every gap is a leak path — no exceptions.
Examine Final Appearance

Walk every elevation from at least 20 feet back. Check color, trim alignment, fastener pattern. Clear all metal filings immediately — they rust and stain panels within days.

E — Execute Trim Installation Sequence

Step 1: Base trim and base angle at all wall bottoms
Step 2: Corner trim at all wall corners
Step 3: Jamb trim at door and window rough openings
Step 4: Head trim at door and window tops
Step 5: Gutter and downspout installation
Step 6: Rake and fascia trim at roof edges
Step 7: Any specialty trim — parapet caps, louver frames, canopy trim

D — Detail All Transitions & Laps

All trim laps: upper piece ALWAYS laps over lower piece — water flows off, not behind
Minimum 2 inch overlap at all trim-to-trim lap joints
Miter or notch corners cleanly — no raw overlapping cuts at visible corners
Do not leave raw cut ends of trim exposed to weather — terminate with end cap or sealant
Align trim fasteners consistently — a consistent fastener pattern is a quality signal

G — Gap-Seal All Penetrations

Apply sealant at all door frame perimeters — between jamb trim and wall panel
Apply sealant at all window frame perimeters — top, sides, and sill
Flash and seal all louver frames — high-risk infiltration points
Seal all conduit, pipe, and mechanical penetrations with approved pipe flashings
Inspect gutter and downspout connections — confirm end caps are sealed and all joints lapped
Confirm all base trim-to-concrete or base trim-to-slab interfaces are sealed

E — Examine Final Appearance

Color consistency: confirm all panels and trim match the specified color
Trim alignment: confirm all horizontal and vertical trim runs are straight and consistent
Fastener pattern: confirm fasteners are aligned and consistently spaced on trim faces
Finish condition: no scratches, dents, or paint damage on visible surfaces
Metal filings: clear all metal shavings from all panel surfaces immediately — they will oxidize and stain within days

EDGE checklist

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Base trim installed at all wall bottoms — level and fastened Crew
Corner trim plumb and flush at all wall corners Crew
Door jamb and head trim installed at all openings Crew
Window jamb and sill trim installed at all openings Crew
Gutter installed with proper slope toward downspouts Lead
Downspouts installed and secured — connected to drainage Crew
Rake and fascia trim installed at all roof edges Crew
All trim laps oriented to shed water — upper piece over lower Lead
Minimum 2 inch overlap at all trim-to-trim joints Lead
All corners mitered or notched cleanly — no raw cut overlaps visible Lead
No raw cut trim ends exposed to weather — end capped or sealed Lead
Sealant applied at all door frame perimeters Crew
Sealant applied at all window frame perimeters Crew
Louver frames flashed and sealed Crew
All pipe and conduit penetrations flashed and sealed Crew
Base trim-to-concrete or slab interface sealed Crew
Gutter end caps installed and sealed Crew
All metal filings cleared from all panel and trim surfaces Crew
Elevation walk-through from 20+ feet — color, alignment, finish uniform Foreman

Hold point: EDGE is signed off by the DD Construction superintendent and the GC or owner representative before the next phase begins.

Phase 6: Completion

CLOSE = Confirm, Log, Owner Walk, Submit, Exit

The CLOSE system is where the building is formally handed over to the owner. It is the phase most often rushed and the one that causes the most warranty disputes, so we run every item, on every job.

Confirm All Inspections Passed

All AHJ inspections completed and signed. Special inspection reports submitted. Certificate of Occupancy obtained and filed. A building without a final inspection is not a completed project.
Log All As-Built Documentation

Red-line as-built drawings completed and retained permanently. All material substitutions and change orders documented with authorization. Warranties organized for delivery.
Owner Walk & Punch List

Bring your own punch list to the walk — show you already identified issues. Complete every punch list item before requesting final payment. Obtain written, signed acceptance.
Submit Warranties & Manuals

Deliver building manufacturer warranty, panel warranty, door manuals, touch-up paint, and manufacturer service contacts. Educate the owner on maintenance requirements to keep warranties valid.
Exit Site Clean

Remove all equipment and debris. Photograph all four elevations plus interior as the permanent quality record for the project.

Documentation

Photograph everything. Project photos are the permanent quality record for the owner and for our crews. Take more photos than you think you need: every elevation, every critical detail, every phase.

C — Confirm All Inspections Passed

All AHJ inspections completed and signed — structural, framing, energy, and final
Special inspection reports (bolt torque, weld inspection if applicable) completed and submitted to the AHJ
Certificate of Occupancy or final inspection record obtained and filed
Any inspection correction notices have been addressed and re-inspected

L — Log All As-Built Documentation

Mark up a set of erection drawings with all field deviations — retain this red-line set permanently
Document all material substitutions: what was specified, what was installed, and engineer approval if required
Document all change orders — scope, cost, owner authorization, and final disposition
Retain all special inspection reports, bolt torque records, and any third-party testing results

O — Owner Walk & Punch List

Prepare your own punch list of known items before the walk — show the owner you already identified them
Walk systematically: exterior perimeter first, then roof access if safe, then interior
Document every punch list item with a written description and photo
Agree on completion timeline for each item — do not agree to open-ended punch items
Complete all punch list items before requesting final payment
Obtain written, signed owner acceptance of the completed work

S — Submit Warranties & Manuals

Building manufacturer's structural warranty — confirm term and conditions with the owner
Wall and roof panel coating and weathertightness warranty — review exclusions with owner
Door and hardware manuals and warranties
Touch-up paint — at least one can of matching color for each panel color used
List of manufacturer service contacts and authorized repair contractors
Owner education: what maintenance is required to keep warranties valid

E — Exit Site Clean

Remove all equipment, scaffolding, lifts, and temporary structures from the site
Remove all construction debris — no panel scraps, packaging, or waste left on site
Clean all panel surfaces — remove any remaining metal filings, sealant smears, or dirt
Photograph all four elevations of the completed building plus interior — retain permanently

CLOSE checklist

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All AHJ inspections completed — structural, framing, energy, final Foreman
Special inspection reports submitted and filed with AHJ Foreman
Certificate of Occupancy or final inspection card obtained Foreman
All inspection corrections addressed and re-inspected Foreman
Red-line as-built drawings completed and filed permanently Foreman
All material substitutions documented with engineer approval Foreman
All change orders documented and authorized by owner Foreman
Special inspection records retained — bolt torque, welds Foreman
Owner walk-through scheduled and conducted Foreman
Punch list documented with descriptions and photos Foreman
Punch list signed by owner and crew lead Foreman
All punch list items completed and verified Lead
Written, signed owner acceptance of completed work obtained Foreman
Building manufacturer structural warranty delivered to owner Foreman
Panel coating and weathertightness warranty delivered Foreman
Door and hardware manuals and warranties delivered Foreman
Touch-up paint delivered — all colors used on the project Foreman
Owner briefed on warranty maintenance requirements Foreman
All equipment and temporary structures removed from site Crew
All construction debris removed — site clean Crew
All panel surfaces cleaned — no filings, sealant, or debris Crew
Project photos taken — all 4 elevations, interior, all critical details Foreman

Hold point: CLOSE is signed off by the DD Construction superintendent and the GC or owner representative before the next phase begins.

The DD Construction standard

TRUST earns the work. SELECT prices it right. BUILD sets it up to win. PLAN verifies the foundation. LIFT raises the steel. WRAP seals the walls. RIDGE locks the roof. EDGE finishes the details. CLOSE protects the project. Nine systems, in sequence, on every project.

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