Unlikely Professionals

Modular Certification System

Component Library — 8 Divisions, 44 Products, ∞ Compositions

Each certification package is assembled from division modules — self-contained blocks of technical specifications, inspection findings, data visualizations, and compliance criteria. The SOW determines which modules appear. Add-on modules attach beneath their parent division. The package wrapper (project info, professional certification, signature block) is constant.

Division Module Catalog

UND

Underpinning

Push Pier · Helical Pile · Slab Pier

✦ Sparkline pier cards · Driving log · Site plan · PSI/Torque aggregate chart · Depth bars

ANC

Anchors

Wall Anchor · Channel Anchor

✦ Anchor grid cards · Wall elevation diagram · Rod/plate specs

BRC

Bracing

CFRP Strap · Steel Brace · Wall Pin

✦ Brace/strap layout cards · Wall assessment · Spacing diagram

SUP

Support

Adj. Column · Steel Beam · Lumber Beam · Floor Joist · Rim Joist · Sill Plate · Band Board · Subfloor · Pier Footers

✦ Column/beam specs · Execution type tags · Floor plan diagram · IntelliJack combined view

FND

Foundation

ABC Fnd · Fnd Wall · Footer · Structural Slab · Ground Slab · Pier Footer · Porch · Stoop · Areaway · Ext. WP · Fnd Backfill

✦ Material/dimension table · Pour documentation · Component checklist

WTR

Water Mgmt

Basement WM · Crawlspace WM

✦ System components · Drainage path diagram · Sump/discharge specs

ENC

Encapsulation

Encapsulation System

✦ Material/thickness · Coverage area · Ventilation specs

RTW

Retaining Walls

Ret. Wall · Footing · Backfill · Waterproofing · Soil Bearing · Railing

✦ Wall profile section · Backfill/drainage · Soil bearing specs

Add-On Modules (attach to parent division)

Add-On	Code	Triggered By
Backfill	ADD-BKFL	Push Pier, Helical, Wall Anchor, Channel Anchor
Slab Patch/Repair	ADD-SLAB	Slab Pier, Basement WM (w/ gutter)
WallSeal	ADD-WSEAL	Basement WM (w/ gutter/drain tile)

How Modules Compose

The package always has a fixed wrapper. Division modules slot in based on SOW Lines. Each module brings its own tech spec table, findings, data viz, and compliance criteria.

Package Structure
┌ Header + Project Info (constant)
├ Scope of Work Summary (generated from SOW lines)
├─ UND Module (if underpinning in scope)
│ └─ ADD-BKFL sub-module
├─ ANC Module (if anchors in scope)
├─ BRC Module (if bracing in scope)
├─ SUP Module (if support in scope)
├─ ...additional division modules as needed...
├ Inspection Findings (combined from all active modules)
├ Code Compliance Matrix (union of all module criteria)
├ Professional Certification (constant)
├ Signature Block + Footer (constant)
│
├ Companion: Driving Log (only if UND in scope — PSI or Torque variant)
├ Companion: Photo Sheet (always — grid size scales to photo count)
└ Companion: Certificate (always — formal single-page cert)

Example SOW Compositions

Click the example tabs above to see how different scopes compose into complete reports.

Example	SOW	Modules
Push Piers	12 Push Piers	UND + ADD-BKFL
Wall Stabilization	8 Wall Anchors + 4 CFRP	ANC + BRC + ADD-BKFL
Crawlspace	16 IntelliJacks + Joists + WM + Encaps	SUP + WTR + ENC
Helical + Foundation	6 Helical Piles + Fnd Wall + Footer	UND + FND + ADD-BKFL
Retaining Wall	Full ret. wall system	RTW (6 sub-products)
Slab Piers + WM	8 Slab Piers + Basement WM	UND + WTR + ADD
Full House	Piers + Bracing + Support + WM + Encaps	UND + BRC + SUP + WTR + ENC
4-Division	Piers + Anchors + Beams + WM	UND + ANC + SUP + WTR + ADD

Module Reference

Underpinning Systems UND

Push Pier · Helical Pile · Slab Pier — with Driving Log & Sparkline Data

UND-PUSH · Push Pier Example

§Technical Specifications — Push Piers

Specification	Detail	Value
System	Push Pier Underpinning	—
Manufacturer	Supportworks Pro PP288	—
Quantity	Installed & Verified	12units
Tube Diameter	Round Steel, Galvanized	2.875in
Avg Depth	To competent stratum	22.4ft
Design Capacity	Per mfr rating	68,000lbs
Bracket Type	Standard Underpinning	—

§Pier Installation Data — Sparkline Cards

Each card shows PSI resistance building tube-by-tube. The sparkline traces the pressure curve to refusal.

Final PSI — All Piers (aggregate view)

Variant: Helical Pile

UND-HELI · Helical Pile Variant

Helical piles use torque readings instead of PSI. The sparkline traces torque (ft-lbs) at depth intervals. Final torque correlates to capacity via the manufacturer's torque factor.

Specification	Detail	Value
System	Helical Pile Underpinning	—
Manufacturer	Supportworks HP288	—
Helix Config	8"-10"-12" triple helix	—
Shaft Diameter	Round shaft	2.875in
Avg Depth	To bearing stratum	18.6ft
Final Torque	Average at refusal	5,200ft-lb

Pile 1FINAL FT-LB

5,400

Depth 20 ftIntervals 6

Pile 2FINAL FT-LB

4,800

Depth 16 ftIntervals 5

Pile 3FINAL FT-LB

5,600

Depth 22 ftIntervals 7

Pile 4FINAL FT-LB

5,100

Depth 18 ftIntervals 6

Add-On: Backfill (ADD-BKFL)

ADD-BKFL · Attaches to UND

Specification	Detail
Backfill Locations	12loc
Method	Compacted fill
Grade Restored	Yes

Module FeaturesSparkline cards show per-unit data curves. Push Piers use PSI; Helical Piles use Torque. Slab Piers use same format as Push Piers.

Driving Log page auto-generates when any UND product is in scope.

Site plan diagram shows pier locations on foundation outline.

Data SourcesPSI/Torque → Field Submissions (driving log images, transcribed)
Depth → SOW Lines or driving log
Manufacturer → SOW Lines or field tech notes

Module Reference

Anchor Systems ANC

Wall Anchor · Channel Anchor — Plate, Rod, and Tightening Specifications

ANC-WALL · Wall Anchor

§Technical Specifications — Wall Anchors

Specification	Detail	Value
Anchor Type	Helical wall plate anchor	—
Quantity	Installed & verified	8units
Interior Plate	Steel, powder coated	16×16in
Earth Plate	Steel anchor plate	12×12in
Rod Length	Galvanized threaded rod	8–12ft
Rod Diameter	High-strength steel	0.75in
Tightening Schedule	Per manufacturer protocol	Annual

§Anchor Installation Data

Anchor 1

LocationN Wall

Rod Length10 ft

Depth6 ft

Torqued✓

Anchor 2

LocationN Wall

Rod Length10 ft

Depth6 ft

Torqued✓

Anchor 3

LocationN Wall

Rod Length12 ft

Depth7 ft

Torqued✓

Anchor 4

LocationN Wall

Rod Length10 ft

Depth6 ft

Torqued✓

Anchor 5

LocationE Wall

Rod Length8 ft

Depth5 ft

Torqued✓

Anchor 6

LocationE Wall

Rod Length8 ft

Depth5 ft

Torqued✓

Wall Elevation — Anchor Layout

North wall elevation showing 8 wall anchor positions in 2 rows. Spacing per engineering plan.

Module Reference

Bracing Systems BRC

CFRP Strap · Steel Brace · Wall Pin — Wall Stabilization & Reinforcement

BRC-CFRP · Carbon Fiber Reinforced Polymer Strap

§Technical Specifications — CFRP Straps

Specification	Detail	Value
System	Carbon Fiber Strap Reinforcement	—
Manufacturer	Fortress Stabilization	—
Quantity	Installed & verified	4straps
Width	Uni-directional carbon fiber	12in
Tensile Strength	Per mfr specification	32,000psi
Adhesive	Two-part epoxy	Certified

§Strap Layout

Strap 1BRC-CFRP

WallNorth

Position3 ft from W

HeightFloor–Sill

Crack width1/8 in

Strap 2BRC-CFRP

WallNorth

Position7 ft from W

HeightFloor–Sill

Crack width1/16 in

Strap 3BRC-CFRP

WallNorth

Position11 ft from W

HeightFloor–Sill

Crack width1/8 in

Variant: Steel Brace

BRC-STEEL · Steel I-Beam Brace

Specification	Detail	Value
System	Steel I-Beam Wall Brace	—
Quantity	Installed	3units
Section	W4×13 Steel	—
Fastening	Floor & sill plate brackets	Bolted

Variant: Wall Pin

BRC-PIN · Wall Pin

Specification	Detail	Value
System	Wall Pin Stabilization	—
Quantity	Installed	6units
Material	Galvanized steel pin	—

Bracing Module NotesNo driving log required. Wall assessment data (crack widths, wall bow measurements) sourced from field tech notes. CFRP and Steel Brace use layout cards; Wall Pins use a simpler count-based table.

Module Reference

Support Systems SUP

Adjustable Column · Beams · Joists · Sill Plates · Pier Footers — Structural Support & Framing

SUP-COL · Adjustable Column (IntelliJack)

§Technical Specifications — Adjustable Columns

Specification	Detail	Value
System	Adjustable Steel Column (IntelliJack)	—
Manufacturer	Supportworks IntelliJack	—
Quantity	Installed & verified	16units
Capacity	Per mfr rating	24,000lbs
Bearing Plate	Top & bottom steel plates	6×6in

§Column Layout

Col 1

CIP Footer

Height 36 in

Col 2

CIP Footer

Height 38 in

Col 3

Precast

Height 34 in

Col 4

CIP Footer

Height 37 in

Framing Components

SUP-SBEAM / SUP-JOIST / SUP-SILL — Framing

Product	Code	Execution	Qty	Span / Length
Steel Beam	SUP-SBEAM	Replace	1	24ft
Floor Joist	SUP-JOIST	Sister	8	12ft ea
Sill Plate	SUP-SILL	Replace	1	16ft
Rim Joist	SUP-RIM	Sister	1	16ft
Subfloor	SUP-FLOOR	Replace	1	120sq ft

Execution types: Replace = full removal and replacement. Sister = new member installed alongside existing. Supplemental = additional member in new location.

Floor Plan — Column Layout

Crawlspace floor plan showing IntelliJack columns supporting a steel beam with perpendicular floor joists.

IntelliJack Billing NoteIntelliJacks = SUP-COL ($400) + Pier Footer CIP or Precast ($300 each). Both SOW Lines required. Footer type noted on each column card.

Module Reference

Foundation Systems FND

Foundation Wall · Footer · Slab · Porch · Stoop · Areaway · Waterproofing · Backfill

FND — Foundation Construction & Repair

§Scope — Foundation Components

Component	Code	Description	Qty / Spec
Foundation Wall	FND-WALL	Poured concrete, 8" thick	42lin ft
Continuous Footer	FND-FTR	Reinforced, 20" × 10"	42lin ft
Ground Slab	FND-GSLAB	4" concrete, wire mesh	180sq ft
Foundation Backfill	FND-BKFL	Compacted structural fill	42lin ft

§Material & Construction Verification

Concrete strength (min 3000 psi)PASS

Rebar placement & coverPASS

Footer dimensionsPASS

Wall thicknessPASS

Slab thickness & meshPASS

Backfill compactionPASS

Drainage provisionsPASS

Waterproofing membraneN/A

FND Module NotesFoundation modules use a component checklist approach rather than per-unit cards. Each FND product adds rows to the scope table and criteria to the compliance matrix. This is the most variable division — 11 products, each with different inspection criteria.

Triggers County FormsFND-FTR → Form 210 (AA)
FND-BKFL → Form 215 (AA)
FND-GSLAB → Form 240 (AA)
FND-SSLAB → Form 240 (AA)

Module Reference

Water Management WTR

Basement Water Management · Crawlspace Water Management

WTR-BSMT · Basement Water Management

§System Components

Component	Specification	Value
Interior Drain Tile	Perforated PVC, gravel bed	86lin ft
Sump Basin	Sealed basin w/ check valve	1unit
Sump Pump	1/3 HP, battery backup	1unit
Discharge Line	PVC to exterior grade	24lin ft
WallSeal	Vapor barrier on walls	86lin ft
Slab Patch	Concrete repair at trench	86lin ft

Variant: Crawlspace

WTR-CRWL · Crawlspace Water Management

Component	Specification	Value
Drain Mat	Dimpled drainage membrane	400sq ft
Sump Basin	Sealed basin	1unit
Sump Pump	1/3 HP, battery backup	1unit
Discharge Line	PVC to exterior	18lin ft

Drainage Path Diagram

Drain tile routes water to sealed sump basin; pump discharges to exterior grade via PVC.

Add-On DependenciesWTR-BSMT with gutter/drain tile triggers:
• ADD-WSEAL (WallSeal)
• ADD-SLAB (Slab Patch)
Both appear as separate SOW Lines and as rows in the components table.

Module Reference

Encapsulation ENC

Crawlspace Encapsulation System — Vapor Barrier, Sealing & Conditioning

ENC-SYS · Encapsulation System

§Technical Specifications

Component	Specification	Value
Vapor Barrier	20-mil reinforced poly	600sq ft
Wall Coverage	Floor to sill plate	120lin ft
Seam Tape	Poly seam adhesive tape	All seams
Column Wraps	Custom-cut barrier wrap	4units
Vent Sealing	Closed-cell foam blocks	6vents
Dehumidifier	Commercial-grade, ducted	70PPD
Condensate Line	To sump basin	12lin ft

ENC Module NotesEncapsulation is a single-product division but has multiple inspection criteria: barrier coverage, seam integrity, wall adhesion, vent sealing, and dehumidifier function. Often paired with WTR-CRWL and SUP modules in crawlspace projects.

Module Reference

Retaining Walls RTW

Retaining Wall · Footing · Backfill · Waterproofing · Soil Bearing · Railing

RTW — Retaining Wall System

§Wall Profile & Components

Component	Code	Specification	Value
Retaining Wall	RTW-WALL	Poured concrete, reinforced	32lin ft
Wall Height	—	Exposed face	6ft
Footing	RTW-FTR	Continuous, 24" × 12"	32lin ft
Backfill	RTW-BKFL	Granular drainage fill	32lin ft
Waterproofing	RTW-WTR	Applied membrane, earth side	192sq ft
Soil Bearing	RTW-SOIL	Verified bearing capacity	1,500psf
Railing	RTW-RAIL	Aluminum, 42" height	32lin ft

Wall Profile Section

Cross-section showing wall, footing, backfill, waterproofing membrane, drainage, and railing.

Companion Document

In Situ Documentation Photo Sheet

Modular Photo Requirements by Division — Required & Recommended Shots

§Photo Requirements by Division

Each division module defines required and recommended photo categories. The photo sheet assembles dynamically based on which divisions are in scope. General site documentation (overview, backfill, final condition) is always included.

Division	Required Shots	Min	Recommended
GEN	Site overview · Final condition · Driving log field sheet · Grade restoration	4	Multiple elevations · Before/after pairs
UND	Per-pier bracket connection · Manufacturer label · Hydraulic gauge at final PSI · Tube alignment	3/pier	Excavation pre-install · Extension sleeve detail
ANC	Interior plate per anchor · Rod alignment · Earth plate (if accessible) · Wall overview	2/anchor	Tightening tool on rod · Crack documentation
BRC	Per-strap installed view · Adhesion detail · Wall crack before strap	2/strap	Epoxy mix documentation · Full wall view
SUP	Column bearing (top & bottom) · Footer pour/precast · Beam connection	2/col	Joist sister detail · Sill plate connection
FND	Rebar placement · Form work · Pour documentation · Cured concrete	4/comp	Compaction testing · Waterproofing membrane
WTR	Drain tile in trench · Sump basin · Pump installed · Discharge exit	4	WallSeal adhesion · Slab patch finish
ENC	Barrier floor coverage · Wall attachment · Seam tape · Dehumidifier installed · Vent seal	5	Column wraps · Condensate line routing
RTW	Footing rebar · Wall forms · Backfill drainage · Waterproofing · Railing	5	Soil bearing test · Compaction at lifts

Photo Count Formula Total photos ≈
4 (general) +
Σ (per-unit min × qty)

Simple 12-pier job:
4 + (3 × 12) = 40 photos
→ 8×5 grid (2 pages)

Complex 4-div job:
4 + piers + anchors + cols + WM
→ 50–70 photos (3 pages)

Grid Sizing ≤ 25 photos → 5×5 grid
26–40 → 5×8 (2 pages)
41–60 → 5×12 (3 pages)
Each cell shows division color tag for quick scanning.

§Example: Simple Push Pier Photo Sheet (5×5)

1201 Stratwood Avenue, Severna Park, MD 21146
Permit #RES-12413-2026 · February 18, 2026

§Example: Multi-Division Photo Sheet (showing division tags)

When multiple divisions are in scope, each photo cell carries a division color tag so inspectors and reviewers can quickly identify which system a photo documents.

Companion Document

Driving Log

Auto-Generated for UND Division Only — Push Pier (PSI) & Helical Pile (Torque) Variants

The Driving Log is a companion document that only generates when the UND division is in scope. It provides the raw per-tube/per-interval installation data that backs the sparkline visualizations in the field report. The format adapts based on the UND product type.

§Variant A — Push Pier Log (PSI per tube)

UND-PUSH / UND-SLAB → PSI Driving Log

Total Piers

22.4

Mean Depth (ft)

4,296

Mean Final PSI

Total Tubes

Pier	Date	Tubes	Depth	T1	T2	T3	T4	T5	T6	T7	T8	T9	Final	Ext
P1	02/15	8	24	800	1200	1800	2400	3000	3400	3800	4200	—	4,200	No
P2	02/15	7	22	900	1500	2200	2900	3600	4100	4500	—	—	4,500	No
P3	02/15	6	18	1100	2000	2800	3600	4200	4800	—	—	—	4,800	No
P4	02/15	7	21	850	1400	2100	2700	3300	3900	4300	—	—	4,300	No
P5	02/15	9	26	600	1000	1400	1900	2300	2800	3200	3600	3900	3,900	No
P6	02/15	9	28	550	900	1300	1800	2200	2700	3100	3500	3800	3,800	No
P7	02/16	8	25	700	1100	1600	2200	2800	3300	3700	4100	—	4,100	No
P8	02/16	7	20	1000	1600	2400	3100	3800	4200	4600	—	—	4,600	No
P9	02/16	6	19	1200	2100	3000	3700	4300	4700	—	—	—	4,700	No
P10	02/16	8	23	800	1300	1900	2500	3100	3600	4000	4400	—	4,400	No
P11	02/16	7	22	900	1500	2200	2900	3600	4100	4500	—	—	4,500	No
P12	02/16	7	21	850	1400	2100	2800	3400	3900	4350	—	—	4,350	No

§Variant B — Helical Pile Log (Torque per interval)

UND-HELI → Torque Driving Log

Helical piles record torque (ft-lbs) at depth intervals rather than PSI per tube. Column headers change from T1–T9 to depth intervals, and the final reading column shows Final Torque instead of Final PSI.

Total Piles

18.6

Mean Depth (ft)

5,200

Mean Torque (ft-lb)

Total Intervals

Pile	Date	Intv	Depth	5 ft	8 ft	11 ft	14 ft	17 ft	20 ft	23 ft	Final	Helix
HP1	02/18	6	20	1200	2100	3000	3900	4700	5400	—	5,400	8-10-12
HP2	02/18	5	16	1400	2400	3200	4100	4800	—	—	4,800	8-10-12
HP3	02/18	7	22	1000	1800	2600	3400	4200	5000	5600	5,600	8-10-12
HP4	02/18	6	18	1100	2000	2900	3700	4500	5100	—	5,100	8-10-12
HP5	02/18	7	22	900	1700	2500	3300	4100	4900	5500	5,500	10-12-14
HP6	02/18	7	21	1000	1900	2700	3500	4200	4800	5400	5,400	8-10-12

When Generated UND-PUSH → PSI log
UND-SLAB → PSI log
UND-HELI → Torque log
All others → No log

Mixed UND scope (rare):
Push + Helical on same job
→ Two log sections,
one per variant

Column Differences Push/Slab:
T1–T9 = PSI per tube
Final = Final PSI
Ext = Extension Sleeve

Helical:
Depth intervals (ft)
Final = Final Torque (ft-lb)
Helix = Configuration

Data Source Driving log field sheet photos from Field Submissions → transcribed into structured data. Approximately 1 production day per 6–7 push piers installed.

§Conditional Generation Rules

Driving Log Generation Logic
IF SOW contains UND-PUSH or UND-SLAB → Generate PSI Driving Log page
IF SOW contains UND-HELI → Generate Torque Driving Log page
IF SOW contains both push + helical → Generate both log sections (stacked)
IF SOW has no UND products → Skip driving log entirely

Stat Strip Adaptation
Push/Slab: Total Piers · Mean Depth · Mean Final PSI · Total Tubes
Helical: Total Piles · Mean Depth · Mean Final Torque · Total Intervals

Unlikely Professionals

Field Inspection Certification Report

Example A — Simple Underpinning (Push Piers + Backfill)

UND-PUSH+ADD-BKFL 2 modules active

01Scope of Work

Division	Product	Code	Qty	Status
UND	Push Pier	UND-PUSH	12	Inspected
ADD	Backfill	ADD-BKFL	12	Inspected

This is the simplest cert composition — a single underpinning product plus its required add-on. The report includes the UND module (sparkline pier cards, aggregate chart, site plan) and the ADD-BKFL sub-module (backfill verification table).

UND Module — Push Pier Technical Specifications & Data

→ Full pier cards with sparklines, aggregate chart, and site plan as shown in the UND module tab.

ADD-BKFL Sub-Module — Backfill Verification

→ Compact backfill table attaches below the UND module.

Composition NotesSimple jobs produce 1-page field reports (plus driving log and photo sheet). The wrapper + one module + signature block fits cleanly on two pages.

Companion Documents Generated for This SOW

Document 1 of 4

Field Inspection Report

2 pages — Project info + UND module (12 pier sparkline cards, aggregate PSI chart, site plan) + ADD-BKFL table + Compliance matrix + Certification + Signature

Document 2 of 4

PSI Driving Log

1 page — PSI variant. 12 rows (P1–P12), T1–T9 columns. Stat strip: 12 piers · ~22 ft mean depth · ~4,300 mean PSI · 89 total tubes

Document 3 of 4

Photo Sheet

1 page — 5×5 grid (25 photos). 4 GEN + ~36 UND (3/pier) = 40 photos. Mostly blue (UND) division tags.

Document 4 of 4

Certificate of Compliance

1 page — Formal single-page cert. Double-border frame, seal, signature.

Certificate of Suitability & Code Compliance

Push Pier Foundation Underpinning · 12 Units Installed

Unlikely Professionals

Field Inspection Certification Report

Example B — Wall Stabilization (Anchors + CFRP + Backfill)

ANC-WALL+BRC-CFRP+ADD-BKFL 3 modules active

01Scope of Work

Division	Product	Code	Qty	Status
ANC	Wall Anchor	ANC-WALL	8	Inspected
BRC	CFRP Strap	BRC-CFRP	4	Inspected
ADD	Backfill	ADD-BKFL	8	Inspected

ANC Module — Anchor Specifications & Layout

§Wall Anchor Technical Specifications

Spec	Detail	Value
Type	Helical wall plate anchor	—
Quantity	Installed & verified	8units
Interior Plate	Steel, powder coated	16×16in
Rod Length	Galvanized threaded	8–12ft

A1 · N Wall

Rod10 ft

Torque✓

A2 · N Wall

Rod10 ft

Torque✓

A3 · N Wall

Rod12 ft

Torque✓

A4 · N Wall

Rod10 ft

Torque✓

BRC Module — CFRP Strap Layout

§CFRP Reinforcement

Strap 1CFRP

WallNorth

Width12 in

Crack1/8 in

Strap 2CFRP

WallNorth

Width12 in

Crack1/16 in

Strap 3CFRP

WallNorth

Width12 in

Crack1/8 in

Strap 4CFRP

WallNorth

Width12 in

Crack3/16 in

ADD-BKFL Sub-Module

Spec	Value
Backfill Locations	8loc
Grade Restored	Yes

This composition shows how two primary division modules stack vertically — the ANC module (with its anchor grid cards and wall elevation diagram) followed by the BRC module (with strap layout cards). The ADD sub-module attaches at the bottom. Each maintains its own visual language while sharing the Tufte framework.

CompositionWall stabilization jobs commonly pair anchors with bracing. The modules stack naturally — ANC provides the mechanical restraint data, BRC provides the reinforcement data. Both reference the same wall(s).

Companion Documents Generated for This SOW

Document 1 of 3

Field Inspection Report

2 pages — ANC module (8 anchor cards, wall elevation, rod specs) + BRC module (4 CFRP strap cards, crack widths) + ADD-BKFL + Compliance + Cert

Driving Log

Not Generated

No UND products in scope. Driving log only generates for Push Piers, Slab Piers, or Helical Piles.

Document 2 of 3

Photo Sheet

1 page — 5×5 grid. 4 GEN + 16 ANC (2/anchor) + 8 BRC (2/strap) = 28 photos. Mixed red (ANC) + green (BRC) tags.

Document 3 of 3

Certificate of Compliance

1 page — Wall Anchor & Carbon Fiber Reinforcement certification.

Certificate of Suitability & Code Compliance

Wall Stabilization · 8 Anchors + 4 CFRP Straps

Unlikely Professionals

Field Inspection Certification Report

Example C — Crawlspace Restoration (IntelliJacks + Joists + WM + Encapsulation)

SUP-COL+SUP-FTR+SUP-JOIST+WTR-CRWL+ENC-SYS 5 modules (3 divisions)

01Scope of Work

Division	Product	Code	Qty	Status
SUP	Adjustable Column	SUP-COL	16	Inspected
SUP	Pier Footer (CIP)	SUP-FTR-CIP	12	Inspected
SUP	Pier Footer (Precast)	SUP-FTR-PRE	4	Inspected
SUP	Floor Joist	SUP-JOIST	8	Inspected
WTR	Crawlspace Water Mgmt	WTR-CRWL	1	Inspected
ENC	Encapsulation System	ENC-SYS	1	Inspected

SUP Module — Structural Support

Column cards (4×4 grid), footer type per column, joist table with execution types, floor plan diagram in margin.

Col 1

CIP · 36 in

Col 2

CIP · 38 in

Col 3

Pre · 34 in

Col 4

CIP · 37 in

Framing	Execution	Qty
Floor Joist	Sister	8

WTR Module — Crawlspace Water Management

System components table, drainage path diagram in margin, sump/pump specs.

Component	Value
Drain Mat	400sq ft
Sump + Pump	1unit, 1/3 HP
Discharge	18lin ft PVC

ENC Module — Encapsulation

Component	Value
Vapor Barrier (20-mil)	600sq ft
Wall Coverage	120lin ft
Vents Sealed	6
Dehumidifier	70PPD

Crawlspace projects demonstrate three-division stacking. The SUP module handles structural support (with the most data density), WTR handles drainage, and ENC handles vapor control. The modules flow naturally because each addresses a distinct system within the same physical space.

Multi-Division NotesThis is a 3-division report. The compliance matrix would include criteria from all three: structural connections (SUP), drainage function (WTR), and barrier integrity (ENC). The photo sheet typically requires more images for multi-division jobs.

Billing Structure16 IntelliJacks =
16 × SUP-COL ($400)
12 × SUP-FTR-CIP ($300)
4 × SUP-FTR-PRE ($300)
8 × SUP-JOIST ($300)
1 × WTR-CRWL ($300)
1 × ENC-SYS ($300)
+ Production Days

Companion Documents Generated for This SOW

Document 1 of 3

Field Inspection Report

3 pages — SUP module (16 column cards + joist table + floor plan), WTR module (drainage components), ENC module (barrier/dehumidifier specs) + Compliance + Cert

Driving Log

Not Generated

No UND products in scope. SUP/WTR/ENC divisions do not produce driving logs.

Document 2 of 3

Photo Sheet

2 pages — 5×8 grid. 4 GEN + 32 SUP (2/col) + 4 WTR + 5 ENC = 45 photos. Brown (SUP) dominant + teal (WTR) + yellow (ENC).

Document 3 of 3

Certificate of Compliance

1 page — Multi-system crawlspace certification.

Certificate of Suitability & Code Compliance

Structural Support + Water Mgmt + Encapsulation

Unlikely Professionals

Field Inspection Certification Report

Example E — Helical Piles + New Foundation (UND + FND + ADD)

UND-HELI+FND-WALL+FND-FTR+FND-BKFL+ADD-BKFL 5 SOW lines · 2 divisions

01Scope of Work

Division	Product	Code	Qty	Status
UND	Helical Pile	UND-HELI	6	Inspected
FND	Foundation Wall	FND-WALL	36 lf	Inspected
FND	Continuous Footer	FND-FTR	36 lf	Inspected
FND	Foundation Backfill	FND-BKFL	36 lf	Inspected
ADD	Backfill	ADD-BKFL	6	Inspected

UND Module — 6 Helical Piles (Torque Variant)

This is the torque variant of the UND module. Sparkline cards show ft-lb buildup at depth intervals instead of PSI per tube. The driving log auto-generates with torque columns.

HP1FINAL FT-LB

5,400

Depth 20 ftHelix 8-10-12

HP2FINAL FT-LB

4,800

Depth 16 ftHelix 8-10-12

HP3FINAL FT-LB

5,600

Depth 22 ftHelix 8-10-12

+ 3 more helical pile cards (HP4–HP6) in full report

FND Module — Foundation Wall + Footer

The FND module uses a component checklist approach — no per-unit cards, but a detailed material and construction verification grid. Each FND product adds rows to the specs table and inspection criteria.

Component	Code	Detail	Spec
Foundation Wall	FND-WALL	Poured concrete, 8" thick	36lin ft
Continuous Footer	FND-FTR	Reinforced, 20" × 10"	36lin ft
Foundation Backfill	FND-BKFL	Compacted structural fill	36lin ft

§Combined Compliance

Helical torque at refusal (UND)PASS

Pile capacity verified (UND)PASS

Concrete strength (FND)PASS

Rebar placement & cover (FND)PASS

Footer dimensions (FND)PASS

Backfill compaction (FND+ADD)PASS

This composition pairs deep foundation support (helical piles) with new above-grade construction (wall + footer). Common in addition/extension projects where new structure sits on helical-supported footings. The driving log generates for the helical piles; the FND module adds construction verification.

Composition NotesUND-HELI + FND is common for additions, garages, and screened porches. The helical piles provide deep support, the FND products handle the new concrete work above.

The driving log uses the torque variant with depth-interval columns.

County forms triggered: Form 210 (footer), Form 215 (backfill).

Companion Documents Generated for This SOW

Document 1 of 4

Field Inspection Report

2–3 pages — UND module (6 helical pile torque cards + aggregate chart) + FND module (component checklist: wall + footer + backfill specs) + Compliance + Cert

Document 2 of 4

Torque Driving Log

1 page — Torque variant (not PSI). 6 rows (HP1–HP6), depth-interval columns. Stat strip: 6 piles · 18.6 ft mean · 5,200 ft-lb mean · 38 intervals

Document 3 of 4

Photo Sheet

1–2 pages — 4 GEN + 18 UND (3/pile) + 16 FND (4/comp × 3 components + 4 backfill) = 38 photos. Blue (UND) + purple (FND).

Document 4 of 4

Certificate of Compliance

1 page — Helical pile + foundation construction cert. County forms: 210, 215.

Certificate of Suitability & Code Compliance

Helical Foundation Support + New Fnd Wall & Footer

Unlikely Professionals

Field Inspection Certification Report

Example F — Complete Retaining Wall System (RTW — 6 Products)

RTW-WALL+RTW-FTR+RTW-BKFL+RTW-WTR+RTW-SOIL+RTW-RAIL 6 SOW lines · 1 division

01Scope of Work

Division	Product	Code	Qty	Status
RTW	Retaining Wall	RTW-WALL	40 lf	Inspected
RTW	Retaining Wall Footing	RTW-FTR	40 lf	Inspected
RTW	Retaining Wall Backfill	RTW-BKFL	40 lf	Inspected
RTW	Waterproofing	RTW-WTR	240 sf	Inspected
RTW	Soil Bearing	RTW-SOIL	1,500 psf	Verified
RTW	Railing	RTW-RAIL	40 lf	Inspected

RTW Module — Single-Division, Multi-Product

§Wall Profile & Components

Specification	Detail	Value
Wall Type	Poured concrete, reinforced	40lin ft
Wall Height	Exposed face	6ft
Wall Thickness	At base	10in
Footing	Continuous, reinforced	24"×12"
Backfill	Granular drainage fill with filter fabric	40lin ft
Waterproofing	Liquid-applied membrane, earth side	240sq ft
Drain Tile	4" perforated at footing base	40lin ft
Soil Bearing	Verified native capacity	1,500psf
Railing	Aluminum, powder coated	42in ht

§Compliance Matrix

Concrete strength & mixPASS

Rebar placement & coverPASS

Footing dimensionsPASS

Wall plumb & thicknessPASS

Waterproofing coveragePASS

Backfill drainage materialPASS

Soil bearing verifiedPASS

Railing height & attachmentPASS

Retaining walls are unique — a single division with many sub-products. The RTW module includes a wall profile cross-section diagram in the margin, showing the relationship between footing, wall, backfill, drainage, waterproofing, and railing. No driving log is generated. Photo requirements are heavy: rebar, form work, pour, curing, membrane, backfill lifts, and final railing.

Wall Profile Section

Cross-section: footing at base, cast wall with WP membrane on earth side, granular backfill with drain tile, aluminum railing at top.

Single Division, Rich ModuleRTW is the most product-dense single division. All 6 products share one module but contribute distinct compliance criteria. No driving log. Photo requirements are extensive — 5+ minimum for the division.

Companion Documents Generated for This SOW

Document 1 of 3

Field Inspection Report

2 pages — RTW module (wall profile specs, component table, soil bearing verification, railing) + Compliance (8 criteria from 6 sub-products) + Cert

Driving Log

Not Generated

RTW division does not produce driving logs. No piers or piles installed.

Document 2 of 3

Photo Sheet

1–2 pages — 4 GEN + 25+ RTW (footing rebar, forms, pour, membrane, backfill lifts, drain, railing) = 30+ photos. All violet (RTW).

Document 3 of 3

Certificate of Compliance

1 page — Retaining wall structural certification.

Certificate of Suitability & Code Compliance

Retaining Wall System · 40 LF · Full Assembly

Unlikely Professionals

Field Inspection Certification Report

Example G — Slab Piers + Basement Water Management (UND + WTR + ADD)

UND-SLAB+WTR-BSMT+ADD-SLAB+ADD-WSEAL 4 SOW lines · 2 divisions + add-ons

01Scope of Work

Division	Product	Code	Qty	Status
UND	Slab Pier	UND-SLAB	8	Inspected
WTR	Basement Water Mgmt	WTR-BSMT	1	Inspected
ADD	Slab Patch/Repair	ADD-SLAB	8 + 64 lf	Inspected
ADD	WallSeal	ADD-WSEAL	64 lf	Inspected

UND Module — 8 Slab Piers (PSI Variant)

Slab piers use the same PSI format as push piers — sparkline cards show PSI resistance per tube. The key difference: slab piers are driven through the basement slab and require slab coring and patching.

SP1FINAL PSI

4,100

20 ft6 tubes

SP2FINAL PSI

3,900

22 ft7 tubes

SP3FINAL PSI

4,400

16 ft5 tubes

SP4FINAL PSI

4,200

18 ft6 tubes

+ 4 more slab pier cards (SP5–SP8) in full report

WTR Module — Basement Water Management

Component	Value
Interior Drain Tile	64lin ft
Sump Basin + Pump (1/3 HP)	1unit
Discharge Line	20lin ft

ADD Sub-Modules — Shared Slab Patch & WallSeal

This job demonstrates add-on convergence — ADD-SLAB is triggered by both UND-SLAB (pier cores) and WTR-BSMT (drain tile trench). The slab patch quantity combines both sources: 8 pier cores + 64 linear feet of trench patch. ADD-WSEAL is triggered by WTR-BSMT only.

Add-On	Triggered By	Qty
Slab Patch (pier cores)	UND-SLAB × 8	8loc
Slab Patch (drain trench)	WTR-BSMT	64lin ft
WallSeal	WTR-BSMT	64lin ft

§Combined Compliance

Pier load capacity (UND)PASS

Slab core patched (ADD)PASS

Drain tile function (WTR)PASS

Sump discharge (WTR)PASS

WallSeal adhesion (ADD)PASS

Slab trench patched (ADD)PASS

Add-On ConvergenceThis is the best example of add-on convergence: ADD-SLAB is required by two different parents (UND-SLAB + WTR-BSMT). The quantities are combined but the sources are tracked separately for documentation.

Driving LogGenerates as PSI variant (same as Push Piers). Column labels: T1–T9, Final PSI, Extension. The slab pier data is identical in format.

Companion Documents Generated for This SOW

Document 1 of 4

Field Inspection Report

2 pages — UND module (8 slab pier sparkline cards + aggregate chart) + WTR module (drain, sump, pump, discharge) + ADD convergence table + Compliance + Cert

Document 2 of 4

PSI Driving Log

1 page — PSI variant. 8 rows (SP1–SP8), T1–T9 columns. Stat strip: 8 piers · ~19 ft mean · ~4,100 mean PSI · ~50 total tubes

Document 3 of 4

Photo Sheet

1–2 pages — 4 GEN + 24 UND (3/pier) + 4 WTR + 4 ADD (slab patch + WallSeal) = 36 photos. Blue (UND) + teal (WTR).

Document 4 of 4

Certificate of Compliance

1 page — Slab pier underpinning + basement water management cert.

Certificate of Suitability & Code Compliance

Slab Pier Underpinning · 8 Units + Basement WM System

Unlikely Professionals

Field Inspection Certification Report

Example H — Full House Restoration (5 Divisions, 12 SOW Lines)

UND-PUSH+BRC-CFRP+BRC-STEEL+SUP-COL+SUP-FTR-CIP+SUP-SBEAM+SUP-JOIST+WTR-CRWL+ENC-SYS+ADD-BKFL

10 SOW lines · 5 divisions · Estimated 5–6 page field report + driving log + 2–3 page photo sheet

01Scope of Work — Full Inventory

Division	Product	Code	Qty	Status
UND	Push Pier	UND-PUSH	10	Inspected
BRC	CFRP Strap	BRC-CFRP	6	Inspected
BRC	Steel Brace	BRC-STEEL	2	Inspected
SUP	Adjustable Column	SUP-COL	12	Inspected
SUP	Pier Footer (CIP)	SUP-FTR-CIP	12	Inspected
SUP	Steel Beam	SUP-SBEAM	2	Inspected
SUP	Floor Joist	SUP-JOIST	14	Inspected
WTR	Crawlspace Water Mgmt	WTR-CRWL	1	Inspected
ENC	Encapsulation System	ENC-SYS	1	Inspected
ADD	Backfill	ADD-BKFL	10	Inspected

02Module Stack — 5 Divisions

This is the largest realistic composition. The field report stacks five division modules in the standard order, each contributing its own data visualizations, findings, and compliance criteria.

UND Module — 10 Push Piers

Sparkline pier cards (4×3 grid minus 2), aggregate PSI chart, site plan with perimeter pier layout. Generates PSI driving log companion.

BRC Module — 6 CFRP + 2 Steel Braces

Strap layout cards for CFRP (position, crack width, wall). Steel brace spec table. Wall elevation diagram showing combined strap + brace positions.

SUP Module — 12 IntelliJacks + 2 Beams + 14 Joists

Column cards (4×3 grid, footer type per card), framing components table (beams with Replace execution, joists with Sister execution), floor plan diagram.

WTR Module — Crawlspace Water Management

System components table, drainage path diagram.

ENC Module — Crawlspace Encapsulation

Material specs, coverage area, vent sealing count, dehumidifier specs.

§Combined Compliance Matrix — 5 Divisions

Foundation bearing (UND)PASS

Pier load capacity (UND)PASS

CFRP adhesion (BRC)PASS

Steel brace fastening (BRC)PASS

Column bearing (SUP)PASS

Beam connections (SUP)PASS

Joist sister attachment (SUP)PASS

Drain function (WTR)PASS

Barrier coverage (ENC)PASS

Dehumidifier function (ENC)PASS

Vent sealing (ENC)PASS

Backfill compaction (ADD)PASS

Page Estimate Pg 1: Project info + Scope
Pg 2: UND module (10 pier cards + chart)
Pg 3: BRC module (8 layout cards)
Pg 4: SUP module (12 col cards + framing table)
Pg 5: WTR + ENC + Combined findings + Compliance + Certification
Pg 6: PSI Driving Log
Pg 7–8: Photo Sheet (60+ photos, 5×12 grid)

Photo Count 4 (general)
+ 30 (10 piers × 3/pier)
+ 12 (6 CFRP × 2/strap)
+ 4 (2 steel braces × 2)
+ 24 (12 columns × 2/col)
+ 4 (WTR)
+ 5 (ENC)
= 83 photos minimum
→ 3 pages at 5×6 per page

Real-World ContextThis is a whole-house crawlspace restoration. Foundation settlement (piers), bowing walls (CFRP + braces), sagging floor (IntelliJacks + beams + joists), moisture (WM + encapsulation). The most complex cert package you'll encounter — but the modular system handles it by stacking the same building blocks.

Companion Documents Generated for This SOW

Document 1 of 4

Field Inspection Report

5 pages — UND (10 pier cards + chart) + BRC (CFRP + steel cards) + SUP (12 col cards + beams + joists) + WTR (drain comps) + ENC (barrier specs) + 12-item Compliance + Cert

Document 2 of 4

PSI Driving Log

1 page — PSI variant. 10 rows (P1–P10), T1–T9 columns. Full stat strip with aggregate data.

Document 3 of 4

Photo Sheet

3 pages — 5×6 per page. 83 photos minimum across 5 divisions. Full spectrum of division color tags.

Document 4 of 4

Certificate of Compliance

1 page — 5-division whole-house certification. Longest SOW description on cert.

Certificate of Suitability & Code Compliance

Underpinning + Bracing + Structural Support + WM + Encapsulation

Unlikely Professionals

Field Inspection Certification Report

Example D — Complex Multi-Division (Piers + Anchors + Support + Water Mgmt)

UND-PUSH+ANC-WALL+SUP-COL+SUP-SBEAM+WTR-BSMT+ADD-BKFL+ADD-WSEAL+ADD-SLAB 8 SOW lines · 4 divisions

01Scope of Work — Combined

Division	Product	Code	Qty	Status
UND	Push Pier	UND-PUSH	8	Inspected
ANC	Wall Anchor	ANC-WALL	6	Inspected
SUP	Adjustable Column	SUP-COL	4	Inspected
SUP	Steel Beam	SUP-SBEAM	1	Inspected
WTR	Basement Water Mgmt	WTR-BSMT	1	Inspected
ADD	Backfill	ADD-BKFL	14	Inspected
ADD	WallSeal	ADD-WSEAL	86 lf	Inspected
ADD	Slab Patch	ADD-SLAB	86 lf	Inspected

UND Module — 8 Push Piers

Sparkline cards (2×4 grid), aggregate PSI chart, site plan with pier locations along south wall. Driving log page auto-included.

P1PSI

4,200

22 ft

P2PSI

4,500

20 ft

P3PSI

3,900

28 ft

P4PSI

4,350

21 ft

+ 4 more pier cards (P5–P8) in full report

ANC Module — 6 Wall Anchors

A1 · N Wall

Rod10 ft

Torque✓

A2 · N Wall

Rod10 ft

Torque✓

A3 · N Wall

Rod12 ft

Torque✓

+ 3 more anchors (A4–A6) in full report

SUP Module — 4 Columns + Steel Beam

Component	Detail	Qty	Spec
Adjustable Column	IntelliJack w/ CIP footer	4	24,000lb cap
Steel Beam	W6×15 replacement	1	18ft span

WTR Module — Basement Water Management

Component	Value
Interior Drain Tile	86lin ft
Sump Basin + Pump	1unit, 1/3 HP
WallSeal	86lin ft
Slab Patch	86lin ft

§Combined Compliance Matrix

Foundation bearing (UND)PASS

Pier load capacity (UND)PASS

Anchor plate torque (ANC)PASS

Rod alignment (ANC)PASS

Column bearing (SUP)PASS

Beam connections (SUP)PASS

Drain function (WTR)PASS

Sump discharge (WTR)PASS

Backfill compaction (ADD)PASS

WallSeal adhesion (ADD)PASS

Complex jobs stack four or more division modules. The compliance matrix expands to include criteria from every active division — each module contributes its relevant checkpoints. This example would produce a 3–4 page field report, plus driving log and extended photo sheet.

Complex Job Notes4-division reports require multi-page layout. The site plan diagram shows both pier locations AND anchor positions on the same foundation outline. The margin accumulates code references from all active divisions.

Page EstimatePage 1: Project info + Scope + UND module (pier cards + chart)
Page 2: ANC module + BRC or SUP module
Page 3: WTR module + Combined findings + Compliance + Certification
Page 4: Driving log
Page 5: Photo sheet (may need 2 pages for 30+ photos)

Companion Documents Generated for This SOW

Document 1 of 4

Field Inspection Report

3–4 pages — UND (8 pier cards + chart + site plan) + ANC (6 anchor cards + wall elevation) + SUP (4 col cards + beam table) + WTR (drain + sump) + 3 ADD sub-modules + Compliance + Cert

Document 2 of 4

PSI Driving Log

1 page — PSI variant. 8 rows (P1–P8), T1–T9 columns. Full stat strip.

Document 3 of 4

Photo Sheet

2 pages — 4 GEN + 24 UND + 12 ANC + 8 SUP + 4 WTR + 6 ADD = 58 photos. 4 division colors visible.

Document 4 of 4

Certificate of Compliance

1 page — 4-division certification. Site plan on cert shows pier + anchor locations.

Certificate of Suitability & Code Compliance

Piers + Anchors + Structural Support + Water Mgmt