19
Sheets
175
Pass
40
Fail
156
Warning
113
Not Checkable
594
Total Checks
CD — Review Context
Construction Documents (CD) phase review. All code compliance, constructability, and coordination issues are evaluated at face value. Critical and high-severity findings should be resolved before the next permit submission.
Contents
Critical
High
Medium
Low
Pass
Not Checkable
1
Systematic Issues
12 patternsIssues appearing on 3+ sheets. These are design-wide patterns — fixing one addresses multiple sheets.
Dimension Inconsistencies Between Plan and Structural Sheets
7 sheets
2, 5, 6, 10, 13, 17, 19
High Cross-check all dimension strings between floor plans, foundation plan, and framing sheets. Resolve gaps in shear wall sheathing nailing specifications on framing sheets. Provide a structural calculations reference for the curved beam dual-specification.
Title Block Fields Incomplete on Multiple Sheets
6 sheets
7, 8, 13, 14, 19, 19
High Complete all title block fields on every sheet. Add a 'Checked By' field where missing. Ensure the door schedule includes a dedicated fire-rating column with explicit code ratings for each door.
Door and Window Schedule Cross-Reference Tags Missing from Elevations
4 sheets
7, 14, 17, 18
High Tag all doors and windows shown in elevation views with schedule bubble references. Include bath suite doors and all doors visible in elevation on Sheets 14, 17, and 18.
Ambiguous Notations and Incomplete Detail References Across Sheets
13 sheets
2, 3, 4, 5, 6, 7, 8, 13, 14, 19, 17, 18, 19
High Review all column headers and notation characters for visual ambiguity (e.g., numeral '1' vs letter 'I' in alphabetic schedules). Add countertop and backsplash material specifications to kitchen elevation sheets.
Missing or Unresolved Cross-References Between Sheets
7 sheets
2, 3, 4, 6, 17, 18, 19
High Audit all section, detail, and elevation callout bubbles. Verify every callout points to an existing sheet and view. Add the electrical plan (Sheet 16) to the set and correct mislabeled section references.
Tight Clearance Conditions Unverifiable from Plan Views
8 sheets
2, 3, 4, 6, 7, 13, 17, 18
High Provide section or detail views for crawlspace zones with reduced top-of-wall elevations and for the kitchen range-to-combustible clearance. Include dimensions demonstrating code-minimum clearances are met.
General Notes and Cover Sheet Missing from Drawing Set
5 sheets
2, 6, 13, 19, 19
High Add Sheet 1 (Cover Sheet / General Notes) to the drawing set with applicable code edition reference, project data, and drawing index. Add attic ventilation calculations or a cross-reference to a ventilation schedule on the roof plan.
Client Checklist Requirements Partially Unmet
4 sheets
10, 19, 17, 19
Medium Review all client checklist items flagged as warnings. Add appliance electrical coordination confirmation notes to the HVAC/plumbing plan sheet. Complete the revision history block on sheets where it is absent.
Graphic Scale Bar Absent from Plan and Detail Views
9 sheets
2, 6, 7, 8, 10, 10, 13, 17, 18
Medium Add a graphic scale bar below each view title on all plan and detail sheets. This ensures correct dimensioning if printed at non-standard sizes.
North Arrow Missing from Plan Views
11 sheets
2, 3, 4, 5, 6, 10, 13, 19, 17, 18, 19
Medium Add a north arrow symbol to every plan view representing directional orientation (site plan, floor plans, roof plan). Required for orientation during construction and standard drafting practice.
Revision History Block Missing from Title Blocks
7 sheets
4, 7, 8, 9, 10, 13, 17
Medium Add a revision history table to every sheet title block with columns for Rev#, Date, Description, and Initials. Number the current issue as Rev 0 or 'Initial Issue.'
Complex Structural and Drainage Junction Details Not Provided
8 sheets
2, 4, 6, 8, 10, 13, 17, 18
Medium Add dedicated detail drawings for curved beam pocket conditions at hip intersections and for complex drainage pipe junction connections. Reference these new details from the affected plan views.
2
Action Items
80 itemsIndividual findings that require action before the next submission. Each item includes what was found, which sheet, and how to fix it.
Critical — Address Before Permit / Next Submission
All Window U-Factors Exceed Idaho CZ6 Maximum
Critical Architectural
ALL window U-factors exceed IECC 2024 Table R402.1.2 maximum of 0.28 for Climate Zone 6 (Idaho). Casement/Hopper U=0.39 (+39% over max), Double Hung U=0.35 (+25%), Slide-By U=0.37 (+32%), Fixed/Auxiliary U=0.32 (+14%). This is a critical energy code non-compliance affecting all windows.
Code: IECC 2024 Table R402.1.2 Measured: 0.39 Required: max 0.28 (CZ6)
Recommended fix: Specify windows meeting U<=0.28 for CZ6. Contact window supplier for high-performance low-e options. Alternatively, submit REScheck demonstrating whole-envelope compliance.
All Window U-Factors Exceed Idaho Climate Zone 6 Maximum
Critical Architectural
CONFIRMED FAIL: All window U-factors (0.32-0.39) exceed the IECC 2024 CZ6 maximum of 0.28. Casement/Hopper: 0.39, Double Hung: 0.35, Slide-By: 0.37, Fixed/Auxiliary: 0.32. Project will fail energy code compliance review. All windows must be re-specified.
Code: Reference Document / IECC 2024 Measured: 0.39 Required: max 0.28 (CZ6)
Recommended fix: Specify windows meeting U<=0.28 for CZ6 or submit REScheck whole-envelope trade-off.
Missing Balcony Guard — Open Edge Above 30"
Critical Architectural
Balcony is at 8'-1 1/8" (97.125") above garage floor — well above the 30" threshold requiring a guard per IRC R321.1.1. No guard or balustrade is shown or indicated in the S4 section. The balcony edge appears open with only a structural post/column. A compliant guard must be provided.
Code: R321.1.1 Required: Guard required when >30" (762mm) above floor below
Recommended fix: Add a compliant guard (minimum 36" high per IRC R321.1.2) at the open balcony edge. Show guard in section and provide a detail or elevation with baluster/infill spacing ≤4".
Crawlspace Ventilation Grossly Insufficient for Floor Area
Critical Architectural
Plan shows only 4 VENT callouts distributed across approximately 1800 to 2000 sf of crawlspace area. IRC R408.1 requires net free ventilation area of 1/150 of crawlspace floor area (without vapor barrier) = minimum 12-13 sf. Four standard foundation vents (typically 50-75 sq in net free each) provide approximately 1.4-2.1 sf total — far below the 12 sf minimum required. No vapor barrier is shown or specified. No vent sizes are annotated.
Code: IRC R408.1 Measured: 4 vents, approximately 1.5-2 sf net free area estimated Required: minimum 12-13 sf net free area (1/150 of floor area) or 1/1500 with vapor barrier
Recommended fix: Add foundation vents to meet IRC R408.1: minimum 1/150 of crawlspace floor area in net free ventilation (or 1/1500 with continuous vapor barrier). Specify vent net free area on plan, show vapor barrier if used, add vents in all crawlspace zones. Estimated 20+ additional vents needed without vapor barrier.
WC Centerline Exceeds ADA Maximum on One Side
Critical Architectural
WC centerline is 18" from one side wall (at ADA maximum) and 18.5" from the other side wall. The 18.5" measurement exceeds the ADA 2010 §604.2 maximum of 18" (455mm). Both side-wall distances must be within 16"-18".
Code: ADA 2010 §604.2 Measured: 470
Recommended fix: Shift WC position so centerline is 16"-18" from both side walls. Target 17" symmetrically where wall clearances permit.
High Priority — Address Before Construction
Safety Glazing Not Per-Door Tagged in Door Schedule
High Architectural
Safety glazing requirements addressed in general Door Notes (6, 7, 8) but the door schedule table has no dedicated 'Safety Glazing' or 'Tempered Glass' column. D1-01 (132"W entry door with sidelites) and D1-03 (120"W ext. 0+3-panel slider) do not have explicit tempered/safety glass specification in their schedule rows.
Code: IBC 2406.4.1 / IRC R308
Recommended fix: Add a 'Safety Glazing' column to the door schedule. Mark 'TEMP.' or 'SGZ' for D1-01 sidelites, D1-03 glass panels, and all garage panel doors (D1-14, D1-15, D1-16).
Garage Fire Door Rating Not Quantified in Door Schedule
High Architectural
D1-13 'Garage, Fire Rated Door' (qty=2) lacks explicit fire rating hours and self-closing hardware designation in the schedule table. Rating is only referenced in general Door Note 4.
Code: IRC R302.5.1
Recommended fix: Add '60 MIN. FD / SC' to D1-13 schedule row or add dedicated fire rating column. Reference IRC R302.5.1.
Garage Fire Door Rating Not Explicit in Schedule Row
High Architectural
Garage fire door rating (60-minute per Door Note 4) not explicitly stated in D1-13 schedule row. For permit review, explicit rating designation in schedule table is standard practice. Permit reviewer or inspector may not reference door notes for each door type. Risk of incorrect door installation.
Code: Reference Document / IRC R302.5.1
Recommended fix: Add explicit fire rating to D1-13 schedule row: '60 MIN. FD, SC' per IRC R302.5.1.
Outdoor Air Ventilation Rate Not Documented
High Mechanical
No outdoor air ventilation rate calculation, equipment cfm rating, or code-required formula (IMC §403.3.2.1: Qoa = 0.01×Afloor + 7.5×(Nbr+1)) shown on this sheet. Two heat pump zones noted but cfm sizing unverifiable. Permit reviewers cannot verify IMC §403.3.2.1 compliance. Likely to trigger a correction notice.
Code: IMC 2024 Section 403.3.2.1
Recommended fix: Add equipment cfm ratings to heat pump labels. Provide ventilation rate calculation table and confirm heat pump fresh-air intake capacity meets IMC §403.3.2.1 formula.
Bathroom Exhaust Fan CFM Ratings Not Specified
High Mechanical
No exhaust fan cfm ratings specified for bathrooms. Note 5 requires exhaust to exterior but does not state cfm rates. IMC §403.3.2.3 requires 50 cfm intermittent or 25 cfm continuous. Cannot verify IMC §403.3.2.3 compliance. Correction likely required at permit review.
Code: IMC 2024 Section 403.3.2.3 Required: 50 cfm intermittent or 25 cfm continuous
Recommended fix: Add exhaust fan symbols with cfm ratings (minimum 50 cfm intermittent or 25 cfm continuous) for each bathroom.
Water Heater T/P Relief Valve Not Annotated
High Plumbing
No T/P relief valve notation or discharge pipe routing indicated for Water Heater 1 or 2. IRC §P2801.1 requires T/P valve with discharge pipe to safe location. Missing safety device annotation. Permit review will flag this. T/P valve is a life-safety requirement.
Code: IRC 2024 P2801.1 Required: T/P relief valve + discharge pipe
Recommended fix: Add T/P relief valve callout and discharge pipe routing to safe location for both water heaters per IRC §P2801.1.
Water Hammer Arrestors Not Annotated
High Plumbing
No water hammer arrestors annotated for washing machine or dishwasher. IPC §604.9 requires arrestors at quick-closing valves. Code-required safety devices missing from plans.
Code: IPC 2024 Section 604.9 Required: Water hammer arrestor (ASSE 1010)
Recommended fix: Add water hammer arrestor callouts (ASSE 1010 compliant) at washer and dishwasher supply connections.
Floor Drain Missing from Mechanical Equipment Area
High Mechanical
No floor drain shown in mechanical/utility area. IMC §1004.6 requires floor drain or approved liquid waste disposal in mechanical equipment rooms. Code-required floor drain missing. Permit reviewers will likely require addition.
Code: IMC 2024 Section 1004.6 Required: Floor drain or approved liquid waste disposal
Recommended fix: Add floor drain in the mechanical equipment area per IMC §1004.6.
Pipe Size Labels Missing Throughout Plumbing Plan
High Plumbing
No pipe size labels (diameter) shown anywhere. Only piping type symbols used without diameters. Permit reviewers cannot verify pipe sizing. Contractors cannot order materials.
Required: Pipe diameter labels throughout
Recommended fix: Label all supply pipe diameters (hot, cold, gas) throughout the plan.
HVAC Duct Size Labels Missing from Plan
High Mechanical
HVAC duct trunks shown as parallel lines but no duct dimensions labeled anywhere. Cannot verify airflow compliance. Contractors cannot size ducts.
Required: Duct dimension callouts
Recommended fix: Add duct size callouts for all supply and return trunk ducts on the plan.
Symbol Legend Missing from Plumbing/HVAC Plan
High Plumbing
No symbol legend present on Sheet 17. Plan uses H, C, G, w/W, C/W, H/W, WH symbols without any key. Symbols ambiguous without legend. Permit reviewers and contractors may misinterpret connections.
Required: Symbol legend on sheet
Recommended fix: Add a symbol legend box defining all line types and abbreviations.
Drain, Waste, and Vent (DWV) Layout Missing from Plumbing Plan
High Plumbing
No DWV system routing shown. Only supply lines and generic waste connection symbols at fixtures visible. No drain pipe routing, cleanout locations, vent stack routing, or DWV pipe sizes. Permit plan review requires complete DWV layout. Submission likely to be rejected.
Required: Complete DWV layout
Recommended fix: Add complete DWV layout showing drain pipe routing, slopes, cleanout locations, vent stack routing, and pipe sizes.
Smoke/CO Detector Locations Not Shown on Plan
High Architectural
No smoke detector or carbon monoxide detector symbols are visible anywhere on the Main Floor Plan. IRC R314/R315 and reference checklist item 27 require detectors in each bedroom, outside sleeping areas, and on each level.
Code: IRC R314.3 / R315.3 Required: Symbols required in all bedrooms, outside sleeping areas, and each level
Recommended fix: Add smoke detector and CO detector symbols to floor plan in each bedroom, outside each sleeping area, and at each level per IRC R314.3/R315.3.
Smoke/CO Detector Symbols Missing from Floor Plan
High Architectural
Smoke detector and carbon monoxide detector symbols are not present on Main Floor Plan. Neither the drawing body nor the text map contain any smoke/CO detector annotations.
Code: IRC R314 / R315
Recommended fix: Add smoke detector symbols (SD) and carbon monoxide detector symbols (CO) to the floor plan at all required locations per IRC R314.3 and R315.3.
Concrete Strength Not Specified on Foundation Details
High Structural
Neither D1 nor D2 specifies concrete compressive strength. Both details show cast-in-place footings, stem walls, and rebar but contain no f'c = 3000 PSI callout. For SDC C (Kootenai County), IBC 1808.8.1 requires minimum 3000 PSI. Cannot verify IBC 1808.8.1 minimum 3000 PSI for SDC C. May fail plan check.
Code: Section 1808.8.1 Required: 3000 PSI minimum (SDC C)
Recommended fix: Add f'c = 3000 PSI MIN. (SDC C) callout to D1 and D2 concrete footing/stem wall elements.
Garage Fire Separation Not Specified in Section
High Architectural
S4 shows garage adjacent to Hall and below Stairway/Entertainment. No fire-rated assembly callout (5/8 inch Type X gypsum) visible on any garage/habitable partition or ceiling. IRC R302.6 requires 1/2 inch gypsum on garage walls and 5/8 inch Type X on ceilings with habitable room above. IRC R302.6 requires fire-rated gypsum between garage and habitable spaces. Missing callout risks plan check rejection.
Code: R302.6 Required: 1/2 in gypsum on walls, 5/8 in Type X on ceiling with habitable above
Recommended fix: Add 5/8 inch Type X gypsum callout to all garage/habitable partitions and ceiling in S4.
Horizontal Rebar Spacing Conflict: Note 1 (12 O/C) vs Plan Annotation (16 O/C)
High Structural
Discrepancy confirmed: Foundation Note 1 header specifies #4 HORIZ at 12 O/C for stem walls, but the plan annotation on the 6 inch concrete wall callout reads #4 HORIZ at 16 O/C TYP. These are contradictory requirements.
Code: Reference Document Measured: 16 OC (plan annotation) vs 12 OC (Foundation Note 1)
Recommended fix: Coordinate Foundation Note 1 and plan annotations to show a single horizontal rebar spacing. Structural engineer to confirm which controls.
SSTB28 Foundation Anchor Not Matched in Shear Wall Hold-Down Schedule
High Structural
Same finding as C7: SSTB28 shown on Foundation Plan Sheet 6 is not listed in shear wall plan hold-down types (Sheets 10/11). SSTB16 and SSTB24 appear on both sheets. The SSTB28 discrepancy needs resolution with the structural engineer. Unscheduled SSTB28 anchor creates a coordination gap between foundation and shear wall design.
Recommended fix: Coordinate Sheet 6's SSTB28 locations with shear wall schedule on Sheets 10/11.
Crawlspace Vapor Barrier / Ground Cover Not Specified
High Architectural
No vapor barrier or ground cover specification is shown on the Foundation Plan. IRC R408.3 requires a ground cover of 6-mil polyethylene or approved equivalent over exposed earth in crawlspaces. This omission also affects the ventilation requirement calculation (without vapor barrier, 1/150 ratio applies).
Code: IRC R408.3
Recommended fix: Add a note specifying 6-mil polyethylene vapor barrier over all exposed earth in crawlspace, lapped 12 inches at joints and turned up 6 inches on walls, per IRC R408.3.
Truss Manufacturer and Engineered Drawings Not Identified
High Architectural
Truss manufacturer not identified (Note 15 blank). Notes 1, 2, 4 require engineered truss drawings, stamp, and design drawings on site for inspection. No deferred submittal statement. Incomplete for permit submission. Permit cannot be issued with blank truss manufacturer field. Framing inspection requires manufacturer drawings on site.
Code: R802.4.1
Recommended fix: Fill in truss manufacturer name in Note 15, or add formal Deferred Submittal note per IRC R802.4.1.
Roof Truss Manufacturer Name Not Filled In
High Architectural
Truss manufacturer name field (Note 15) is blank. Required for permit set completeness per project checklist item 4. Permit submission incomplete.
Code: Reference Document
Recommended fix: Fill in truss manufacturer name or add deferred submittal note.
No Upper Floor Plumbing Plan in Drawing Set
High Plumbing
Sheet 17 is "HVAC & Plumbing Plan - Main Floor" — covers main floor only. No upper floor plumbing plan was found in the drawing set. The master bath (Sheet 18, upper floor) fixtures are not covered by any dedicated plumbing plan, leaving rough-in locations, drain positions, and supply locations uncoordinated. Master bath rough-in dimensions uncoordinated with plumbing contractor. Risk of misplaced supply/drain stubs.
Code: Project Review Checklist Item 51
Recommended fix: Add upper floor HVAC & plumbing plan sheet to drawing set covering master bath fixtures, drain locations, and supply rough-ins.
Fireplace Construction Type Not Specified
High Architectural
Fireplace shown as a manufactured/listed unit symbol in S5 Living Section. No construction type (masonry vs. listed manufactured) is called out, no hearth extension dimensions are annotated, and no IRC R1001.1 construction detail is provided on this sheet. Cannot verify IRC R1001.1 compliance for masonry or listed fireplace construction and hearth extension.
Code: R1001.1 Required: Construction type and hearth extension per IRC R1001.1
Recommended fix: Add fireplace specification note (manufactured unit model or masonry detail) and hearth extension dimensions per IRC R1001.1.
Medium Priority — Address at Next Issuance
Shear Wall Blocking Connection Not Detailed at Floor Transitions
Medium Structural
Framing notes specify DF-#2 for blocking material (Note C), but no specific blocking connections at floor-to-floor shear wall transitions are detailed. F5 (2nd Floor Wall Frame Detail) shows the floor transition visually but without explicit blocking callouts.
Code: IRC R602.10.8
Recommended fix: Add specific blocking connection callout at floor-to-floor transitions in shear wall zones per IRC R602.10.8.
D1-12 Height Conflicts with Door Note 1 Standard
Medium Architectural
D1-12 (Ext. Hinged-Door E21) listed at 80" height, but Door Note 1 specifies all main floor doors shall be 96". D1-12 is on Floor 1 (main floor) but shows 80" — conflicting with the project's own standard. Code minimum (78") is met, but the schedule is internally inconsistent.
Code: R318.2 Measured: 2032 Required: min 1981mm (78") code; 96" per Door Note 1
Recommended fix: Clarify whether D1-12 is intentionally 80" or should be 96" per Door Note 1. Update schedule or add 'UNO' notation.
Egress Window Net Clear Area Not Explicitly Stated
Medium Architectural
Egress windows W1-11 and W1-12 have nominal dimensions suggesting compliance with 5.7 sq ft minimum, but the schedule does not explicitly state net clear opening dimensions. Net clear area should be confirmed at window product specification. If casement frame dimensions reduce net clear below 5.7 sq ft, egress compliance fails.
Code: IRC R310.1
Recommended fix: Add 'Net Clear Opening' column to window schedule for W1-11 and W1-12 showing verified net clear area per IRC R310.1.
Door Schedule Incomplete: Missing D1-02 and Fire Rating Column
Medium Architectural
Door schedule completeness issues: (1) D1-02 missing; (2) No fire rating column; (3) 2 barn doors referenced in Note 9 but not in schedule; (4) D1-01 sidelite dimensions not broken out. Incomplete schedule creates risk of wrong door installation and permit review delays.
Code: Reference Document
Recommended fix: Add D1-02, fire rating column, barn door schedule entries, and D1-01 sidelite breakdown.
Plate Washer Undersized for SDC C
Medium Structural
Note 7 specifies a 3/8" x 2½" x 2½" plate washer nutted both sides with a heavy hex nut. The plate thickness (3/8" = 0.375") exceeds the IRC R602.11.1 minimum of 0.229". However, the plan dimension is 2½" x 2½" (2.5") which is LESS than the minimum 3" x 3" plate size required by IRC R602.11.1 for Seismic Design Category C. This is a potential code deficiency.
Code: 2012 IRC R602.11.1 Measured: 3/8" x 2.5" x 2.5" Required: 0.229" x 3" x 3" minimum per IRC R602.11.1
Recommended fix: Revise Note 7 to specify minimum 0.229"x3"x3" plate washer per IRC R602.11.1, or provide engineering justification for the alternate size.
Shower Minimum Dimension Not Annotated on Plumbing Plan
Medium Plumbing
Tub-Shower shown but no interior dimension annotations visible. Minimum 30" (762mm) clear dimension cannot be verified from this sheet. Cannot verify IRC §P2708.1 30" minimum clear dimension compliance from this sheet.
Code: IRC 2024 P2708.1 Required: 762mm (30") minimum clear dimension
Recommended fix: Add clear interior dimensions for tub-shower compartment or cross-reference Sheet 4 or Sheet 18.
HVAC Duct Routing Not Coordinated with Structural/Ceiling Plans
Medium Mechanical
HVAC supply duct trunks shown but no duct chase locations or structural beam cross-references annotated. No coordination with structural or ceiling plans documented. Risk of duct-beam conflicts during construction.
Required: HVAC-structural coordination documented
Recommended fix: Add cross-reference to structural framing plan and RCP for HVAC duct routing.
Central Vacuum Piping Routes and Rough-In Locations Not Documented
Medium Mechanical
Note 15 specifies central vacuum system & piping but no rough-in locations, piping routes, or power locations documented anywhere in the set. Contractor cannot install central vacuum without routing plan.
Required: Central vacuum piping layout
Recommended fix: Add central vacuum piping schematic or rough-in locations to this sheet or a dedicated detail sheet.
No Exterior Material Specification Schedule Found in Set
Medium Architectural
Exterior cladding materials are annotated on Sheet 7 (8 distinct materials listed). No dedicated exterior material specification or finish schedule was identified in the drawing set to cross-reference these callouts. Material quality standards, manufacturer specifications, and installation details are not coordinated through a master finish schedule. Without a coordinated finish/material schedule, conflicting materials may be specified or installed.
Recommended fix: Add exterior material specification schedule cross-referencing all materials annotated on Sheet 7 elevations.
Small Appliance Circuit Count Not Confirmed
Medium Electrical
Cannot confirm minimum 2 x 20A small-appliance branch circuits from plan. Note 2 says dedicated circuits but does not enumerate small-appliance circuits per IRC E3703.2. Cannot verify minimum 2 x 20A small-appliance branch circuits per IRC E3703.2 from this plan alone.
Code: Section E3703.2
Recommended fix: Label small-appliance branch circuits on plan or add note confirming 2 x 20A circuits for kitchen countertops per IRC E3703.2.
Smoke Detectors Not Shown on 2nd Floor Plan
Medium Architectural
No smoke detector locations shown on 2nd floor plan. IRC R314 requires detectors in every sleeping room, outside sleeping areas, and on each level. Entertainment room may be used as a sleeping area. Potential plan check rejection. Smoke detector locations must be shown on permit drawings per IRC R314.
Code: IRC R314
Recommended fix: Show smoke detector locations on 2nd floor plan: in entertainment room (if bedroom), outside sleeping area, and at stair landing. Coordinate with electrical sheet.
Anchor Bolt Spec Differs from Project Requirement
Medium Structural
D1 specifies 1/2 inch DIA EXPANSION ANCHORS at 48 inch O/C MAX. IRC R403.1.6 maximum is 72 inch O.C. so 48 inch is code-compliant. However project spec requires 5/8 inch diameter at 32 inch O.C. Structural engineer coordination required. Code-compliant at 48 inch O.C., but project spec requires 5/8 inch at 32 inch O.C. Needs SE confirmation.
Code: R403.1.6 Measured: 1/2 in dia @ 48 in O.C. MAX Required: 5/8 in @ 32 in O.C. per project spec
Recommended fix: Confirm with SE whether 1/2 in at 48 in O.C. is acceptable for retaining wall, or update to 5/8 in at 32 in O.C.
Schedule C-Column Font Renders 1 as I
Medium Architectural
C column values (1"-3", 1"-6", 1"-9") render numeral 1 as capital I in PDF. Visual confirms values are present but font ambiguity could cause field misreading. Field crews may misread cap rock depth dimension from schedule.
Measured: C column: I'-3", I'-6", I'-9" (intended 1'-3", 1'-6", 1'-9") Required: 1'-3", 1'-6", 1'-9"
Recommended fix: Update font or bold the numeral '1' in C column. Consider adding note: 'C = CAP ROCK DEPTH'.
Concrete Strength Specification Uses Non-Standard 26-Day Cure Period
Medium Structural
Foundation Note 6 states '3000 PSI AT 26 DAYS' — ACI 318 standard requires strength measured at 28 days, not 26. This is a documentation error in the note. Rebar (#4, ASTM A-615 Grade 60), lap splices (24" per Note 4), and 90 degree hooks comply with ACI 318 requirements.
Code: IBC 2024 §1905.1 / ACI 318
Recommended fix: Correct Foundation Note 6 from 26 DAYS to 28 DAYS to conform to ACI 318 standard test age.
Foundation Perimeter Drain Not Shown on Plan
Medium Structural
No foundation perimeter drain is shown or specified on the foundation plan. Note 8 requires surface drainage away from structure but does not address subsurface drainage. For a crawlspace with variable TOW elevations (110.33 to 115.5 feet) and a sloped site, a perimeter drain is likely required per IBC §1805.4.
Code: IBC 2024 §1805.4.2
Recommended fix: Add perimeter footing drain detail showing drain pipe location, gravel bed, and outlet, or provide note referencing civil/grading plan for drainage.
Soil Bearing Capacity References Obsolete UBC Classification
Medium Structural
Foundation Note 7 references 'UBC Type 4 Soil' — the UBC is an obsolete code; IBC 2024 Table 1806.2 uses different soil classification terminology. Assumed 1500 PSF is conservative and generally acceptable, but the UBC classification should be updated to IBC soil type. No geotechnical report referenced.
Code: IBC 2024 §1806.2 Table
Recommended fix: Update Note 7 to reference IBC 2024 Table 1806.2 classification, or provide geotechnical report substantiating the 1500 PSF assumption.
Large Footing Annotation 4x68x8 is Dimensionally Ambiguous
Medium Structural
The footing annotation 4 FT X 68 IN X 8 IN FTG uses 68 without an apostrophe for the feet separator, creating ambiguity (5 ft 8 in = 68 in vs. 6 ft 8 in = 80 in). The reinforcing pattern is constructable but the unusual dimension warrants verification.
Code: Reference Document
Recommended fix: Clarify the 4X68X8 FTG annotation — confirm whether 68 represents 5-8 or 6-8 and verify bearing area against actual column loads.
Foundation Perimeter Drain System Not Shown
Medium Structural
No perimeter drain, French drain, or footing drain is shown on the Foundation Plan. Foundation Note 8 addresses surface drainage only. With a crawlspace and variable TOW elevations on a hillside site, subsurface drainage is typically required.
Recommended fix: Show perimeter footing drain or reference a grading/civil plan with drainage design.
Balcony Lacks Structural Detail and Guardrail Information
Medium Architectural
Stick frame balcony labeled on truss plan but no structural framing details, connection details, or guardrail information provided. Framing inspector cannot verify balcony structural adequacy or guardrail compliance without connection details.
Code: R312.1
Recommended fix: Add balcony framing detail with member sizes, connections, and guardrail specification (min 36" height per IRC R312.1).
Attic Insulation R-Value Not Specified
Medium Architectural
No attic insulation R-value specified on this sheet. Note 9 covers plate line insulation only. IECC 2024 Table R402.1.3 requires R-49 minimum for Climate Zone 6. Value must appear on this sheet or energy compliance sheet. Permit reviewers may flag missing energy compliance data.
Code: Table R402.1.3
Recommended fix: Add note specifying minimum R-49 blown-in insulation in attic space, or cross-reference energy compliance sheet (Sheet 5).
Attic Ventilation Area Calculation Missing
Medium Architectural
Ventilation strategy is noted and shown in detail but no net free area calculation provided. IRC R806 requires min 1/150 of attic floor area. Calculation or specification is absent. Inspector cannot verify code compliance without NFA calculation.
Code: R806
Recommended fix: Add ventilation calculation showing required vs. provided NFA, or specify ridge vent and eave vent products with NFA per linear foot.
Ice Shield Extent Not Dimensioned
Medium Architectural
Ice shield is called out and located on this sheet. However, the required minimum extent (24" inside exterior wall line per IRC R905.2.7.1) is not dimensioned. Framer may not install to full required width.
Code: R905.2.7.1
Recommended fix: Add dimension or note specifying minimum 24" ice shield width measured inside the exterior wall face, per IRC R905.2.7.1.
Hurricane Clip Model/Uplift Rating Not Specified
Medium Architectural
Hurricane clip shown in eave detail with label but no model number or rated uplift capacity specified. IRC R802.11 requires connectors be designed for wind uplift loads. Framer cannot select correct connector without specification.
Code: R802.11
Recommended fix: Specify hurricane clip model (e.g., Simpson H2.5A or equivalent) and required uplift capacity on the detail or in a connector schedule.
Vent Baffle Minimum Airspace Not Dimensioned
Medium Architectural
Vent baffles shown in detail D9 but 1" minimum clear airspace required by IRC R806.3 is not dimensioned. Without confirmed 1" clear airspace, insulation may block ventilation pathway.
Code: R806.3
Recommended fix: Add dimension showing minimum 1" clear airspace between vent baffle and underside of roof sheathing in detail D9.
Rafter Span Adequacy for 50 PSF Snow Load Requires Verification
Medium Architectural
2x8 rafters at 24" O/C specified for 50 psf snow zone. IRC Table R802.4.1 limits this to approximately 11'-3" for DF#2. Hip/valley spans in areas not clearly dimensioned. Mixed truss/stick-frame interface requires explicit delineation. If any rafter span exceeds 11'-3", members are undersized for stated snow load.
Code: Table R802.4.1
Recommended fix: Dimension all stick-framed rafter spans. Verify against IRC Table R802.4.1 at 50 psf, or upgrade to 2x10 @ 24" O/C where spans are longer.
Client-Required R-50 Attic Insulation Not Shown on Roof Plan
Medium Architectural
Attic insulation R-value not called out on this sheet. Client requirement specifies R-50; absent from roof plan notes. Cross-reference to Sheet 5 not shown. Discrepancy between REScheck certificate and construction documents.
Code: Reference Document
Recommended fix: Add note: 'Attic insulation: R-50 blown-in per REScheck certificate, see Sheet 5'.
Transferred Roof Load Path to Foundation Not Fully Documented
Medium Structural
'TRANSFER LOAD DOWN TO FTG.' appears on truss plan. Explicit load path requirement. Foundation footing adequacy for transferred roof load not confirmed in DB metadata. If foundation footing not sized for transferred roof load, structural failure possible under snow load.
Recommended fix: Confirm on foundation plan (Sheet 6) that footing at this location is sized for combined floor + transferred roof load. Add cross-reference callout.
Ridge Vent Product and Net Free Area Not Specified
Medium Architectural
Ridge venting shown on plan but no product specified and no NFA provided. Without product spec or NFA value, IRC R806 compliance cannot be verified. Framer cannot select appropriate ridge vent. Inspector cannot verify ventilation area compliance.
Recommended fix: Specify ridge vent product with minimum NFA per LF and show continuity extents on roof plan.
Pipe Sizing Schedule Absent from Drawing Set
Medium Plumbing
No pipe sizing schedule present on Sheet 17 or elsewhere in the 19-sheet set. Note 13 addresses gas line sizing conceptually but no pipe diameter callouts or sizing schedule is provided. Pipe sizing adequacy cannot be verified. Permit review may require pipe sizing calculations.
Recommended fix: Add pipe sizing schedule or label key pipe diameters on Sheet 17 for supply, waste, and gas mains.
Ceiling Height Not Annotated on Any Bath Elevation
Medium Architectural
None of the four interior elevations (B1 Bath Sink, B2 Tub, B3 Bath Sink, B4 Shower) show a ceiling height dimension. Tile heights and cabinet heights are annotated, but no overall ceiling height is called out. This omits key information for IRC R305.1.2/R305.1.3 bathroom ceiling height compliance verification and for finish contractor work.
Recommended fix: Add ceiling height dimension to at least one elevation (recommend B3 as the most comprehensive view). Minimum dimension to ceiling line required.
Master Bath Plumbing Fixtures Not Specified in Drawing Set
Medium Plumbing
No plumbing fixture specification notes appear on Sheet 18 (no model numbers, valve specs, or GPM ratings for shower, WC, or sinks). Sheet 17 covers main floor plumbing only — no upper floor plumbing plan in the set. Plumbing specifications for the master bath are absent from the drawing set. Plumbing contractor lacks specification baseline. Risk of non-compliant fixture selection.
Recommended fix: Add plumbing fixture schedule to Sheet 18 or create an upper floor plumbing plan with fixture specifications.
Front Setback Distance Not Dimensioned
Medium Architectural
Front setback lines (25' min / 40' max) are shown but no explicit dimension annotation from building to property line; actual compliance cannot be confirmed without survey verification Cannot confirm front setback compliance without measured callout or survey verification.
Code: Custom Checklist Item 34
Recommended fix: Add a dimension callout from the front face of building/porch to the front property line.
Incorrect One-Call Phone Number on Site Plan
Medium Civil
Call-before-you-dig number (800.428.4950) does not match Idaho One Call/Digline (811 or 1-800-342-1585) Workers calling 800.428.4950 will not reach Idaho One Call; utility strikes risk.
Measured: 800.428.4950
Recommended fix: Replace 800.428.4950 with the Idaho Digline number: 811 or 1-800-342-1585.
Patio Impervious Slope Not Confirmed Near Foundation
Medium Architectural
2% SLOPE annotation confirmed at driveway apron. Patio area adjacent to residence lacks slope annotation. General positive drainage note present but does not confirm measured slope.
Code: Chapter 18, Clause 1804.4 Required: 2% minimum
Recommended fix: Add spot elevation or slope annotation at patio perimeter adjacent to residence foundation to confirm 2% minimum slope away from building.
Front Setback Dimension Not Annotated on Main Site Plan
Medium Architectural
Trench Drain Detail inset labels '40' MAXIMUM FRONT SETBACK' and '25' MINIMUM FRONT SETBACK' lines. No explicit measured dimension from Grandview Dr. ROW to building envelope front annotated on main site plan.
Code: Kootenai County Zoning Ordinance Required: 25 ft minimum
Recommended fix: Add explicit dimension annotation showing distance from Grandview Dr. right-of-way to nearest building wall on the main site plan.
Retaining Walls Over 4 Ft Lack Explicit Engineering Callouts to Sheet 3
Medium Structural
Multiple boulder retaining walls exceed 4 ft height (confirmed by TOW/BOW elevations). Site plan note states walls >4 ft shall be engineered. Sheet 3 (Rockery Wall Detail) exists. However, individual walls on site plan lack explicit callout bubbles referencing Sheet 3. Plan check may require explicit cross-references from each wall >4 ft to its engineering detail on Sheet 3.
Code: Reference Document Required: Engineering callout for all walls >4 ft
Recommended fix: Add detail callout bubbles on each wall exceeding 4 ft height on site plan, referencing Sheet 3 rockery details.
HRV/ERV Not Specified — Energy Code Edition Conflict
Medium Mechanical
Building performance notes and REScheck reference 2012 IECC only. No HRV/ERV requirement shown. IECC 2024 §R403.6.1 requires HRV/ERV with SRE ≥65% at 32°F for Climate Zones 6-8. Applicability depends on which energy code edition Kootenai County has adopted. If AHJ requires IECC 2024, omission of HRV/ERV could fail mechanical plan check for Climate Zone 6.
Code: IECC 2024 R403.6.1
Recommended fix: Confirm applicable energy code edition with Kootenai County AHJ. If IECC 2024 required, specify HRV/ERV unit with ≥65% SRE on mechanical drawings.
Chimney Above Roofline Not Shown
Medium Architectural
No chimney is visible above the roofline in S5 Living Section. If a direct-vent or zero-clearance unit, the vent termination location is not shown or specified. Cannot verify IRC R1003.9 3-foot minimum chimney height above roof. Cannot verify IRC R1003.9 minimum 3' chimney height. If gas/direct-vent, vent termination location must still be shown.
Code: R1003.9 Required: Min 3'-0" (914mm) above highest point where chimney passes through roof
Recommended fix: Show chimney or vent termination above roof in S5 with required clearance dimension, or add note confirming direct-vent unit with code-compliant termination per manufacturer.
Spark Arrestor Specification Missing
Medium Architectural
No chimney is visible above roofline in S5 and no spark arrestor specification is shown. For Kootenai County fire-prone area, spark arrestor mesh spec (3/8"-1/2" per IRC R1003.10) cannot be verified. For Kootenai County fire-prone area, spark arrestor is required. Cannot verify mesh opening spec per IRC R1003.10.
Code: R1003.10 Required: Mesh openings 3/8" min, 1/2" max per IRC R1003.10
Recommended fix: Add spark arrestor specification with mesh opening size (3/8" min, 1/2" max) at chimney cap, or confirm direct-vent unit eliminates this requirement.
Hall Egress Ceiling Height Not Dimensioned
Medium Architectural
S6 Bedroom Suite Section shows the hall but no floor-to-ceiling height dimension is annotated. The tray ceiling depth (24 1/2") is shown for the bedroom suite, but the clear height at the hall itself is undimensioned. Cannot verify IBC 1003.2 minimum 7'-6" egress ceiling height. Cannot verify IBC 1003.2 minimum 7'-6" egress ceiling height at hallway between shower/pantry and bedroom suite.
Code: 1003.2 Required: Min 7'-6" (2286mm) at means of egress
Recommended fix: Add clear ceiling height dimension at hall in S6 to confirm minimum 7'-6" (2286mm) per IBC 1003.2.
Low Priority — Address at Next Issuance
Door Schedule Missing Egress and Accessibility Designations
Low Architectural
Door schedule has no 'Egress' or 'Accessible Route' designation column. D1-12 is the required egress door but is indistinguishable from other exterior doors in the schedule table. Without egress tagging, contractors and plan checkers cannot quickly verify required door hardware and dimensions.
Recommended fix: Add 'Egress' and 'Accessible Route' columns to door schedule. Tag D1-12 as egress door.
Individual Room Area Labels Not Shown
Low Architectural
Individual room area labels are absent from all rooms. Only 'LIVING AREA 3000 SQ FT' total is provided. Individual room areas are not annotated. Code compliance reviewers must manually scale dimensions to verify minimum room areas.
Recommended fix: Add room area (sq ft) labels to each habitable room on the floor plan.
Entertainment Room Missing Individual Area Label
Low Architectural
Entertainment room has no individual area label on 2nd floor plan. Only total living area (587 sq ft) is shown. Minor documentation gap. Plan check reviewer may request room area schedule.
Recommended fix: Add individual room area label for Entertainment room on 2nd floor plan.
Roof Truss Manufacturer Not Specified
Low Architectural
Note 15 (Roof Truss Manufacturer) is blank — manufacturer has not been specified on the drawings. Truss manufacturer has not been identified; plan check may require the manufacturer be named or noted as TBD.
Code: R502.12.1
Recommended fix: Fill in or note "TBD — by contractor" on Note 15 to acknowledge the blank field intentionally.
Ceiling U-Factor Not Shown on Roof Plan
Low Architectural
No ceiling U-factor (max 0.026 per IECC R402.1.2 CZ6) shown on this sheet. Typically addressed on energy compliance sheet; cross-reference missing. Missing energy compliance documentation.
Code: R402.1.2
Recommended fix: Add cross-reference note to energy compliance sheet (Sheet 5) or add U-factor note on this sheet.
Plumbing/HVAC Symbol Legend Missing from Sheet
Low Plumbing
No plumbing or HVAC symbol legend on Sheet 17. Abbreviations H/W, C/W, w/W, H C, G are used throughout but not defined in any legend. Pipe type abbreviations are not labeled. May trigger plan check comment.
Recommended fix: Add plumbing and HVAC symbol legend defining H/W, C/W, w/W, G and other abbreviations on Sheet 17.
Toe Kick Vent Sizing and Adequacy Not Documented
Low Mechanical
Plan note: 'ALL VENTS NEAR CABINETS INSTALLED IN TOE KICK.' Toe kick vents shown in kitchen area. No vent sizing or cfm allocation shown to confirm adequate air delivery. Toe kick vents may provide inadequate air distribution if not properly sized.
Recommended fix: Provide vent sizing and cfm allocation for toe kick registers or confirm with mechanical engineer that delivery meets ACCA Manual D.
Retaining Wall Permit Not Referenced on Sheet 2
Low Architectural
Retaining Wall Permit RES17-0060 not referenced on Site & Disturbance Plan; only on cover sheet Field inspectors may not have permit reference on primary site sheet.
Code: Custom Checklist Item 40 / Retaining Wall Permit RES17-0060
Recommended fix: Add Retaining Wall Permit RES17-0060 reference to Sheet 2 site notes.
Missing Sheet 3 Cross-Reference for Rockery Details
Low Architectural
No explicit callout to Sheet 3 (Rockery Wall Detail) on the site plan for boulder retaining walls Contractors may not link site plan walls to Sheet 3 engineering details.
Code: Custom Checklist Item 41-43
Recommended fix: Add "See Sheet 3 for Rockery Wall Detail" callout adjacent to boulder retaining wall symbols on Site Plan.
Retaining Wall Permit Number Missing from Sheet 2
Low Architectural
Stormwater permit SDP16-0202 in narrative text; Retaining Wall Permit RES17-0060 absent from Sheet 2 Field inspectors using Sheet 2 cannot verify retaining wall permit without returning to cover sheet.
Recommended fix: Add RES17-0060 to the permit reference section or notes on Sheet 2.
Material Hatch Legend Absent
Low Architectural
Section drawings use hatching for concrete, steel, wood, and masonry but no material legend or hatch pattern key is provided on this sheet.
Required: Material legend identifying hatch patterns
Recommended fix: Add material legend to sheet identifying all hatch patterns used.
3
Requirements Traceability
52 requirementsEach requirement from the client-submitted reference document, traced to drawing findings.
| Requirement | Status | Sheets | Summary |
|---|---|---|---|
| 1. Verify I-beam to steel post connections (D3, D4, D5, Sheet 8) — bolt sizes and steel plate dimensions | Partial | 10, 13, 14, 6, 8 | 11-Foot Entry Door Assembly Needs Structural Header Verification |
| 2. Structural I-beam spans on sections match foundation plan column/post layout | Partial | 6, 8 | Pad footings are shown at post/column locations on Sheet 6. Verifying these matc |
| 3. Floor joist species, grade, and spacing match IRC span tables | Partial | 13, 17, 8, 9 | HVAC Duct Routing Not Coordinated with Structural/Ceiling Plans |
| 4. Tray ceiling truss details have adequate bearing and connection | Fail | 13, 18, 4, 8, 9 | No Reflected Ceiling Plan for Master Bath |
| 5. Post-to-GLB knife plate connection (D1, Sheet 9) — bolt count and plate thickness | Fail | 10, 13, 14, 4, 5 | Safety Glazing Not Per-Door Tagged in Door Schedule |
| 6. Gable beam to rafter connections (D6, Sheet 9) match rafter spacing on roof framing plan | Partial | 10, 13, 17, 8, 9 | Sheet 11 is a wall framing elevations sheet (F1–F5, S7). No portal frame elevati |
| 7. 2x4 pony wall at crawlspace has adequate bracing and anchorage to footings | Partial | 6 | Complex Foundation Junction Partially Undetailed Due to Missing Sheet 11 |
| 8. All shear wall locations on Sheet 10 match hold-down schedule — every HDUZ and PERF marker has a schedule entry | Fail | 10, 4, 6 | Wall Sheathing Nailing Not Specified on Framing Sheet |
| 9. Hold-down anchor types (SSTB16, SSTB20, SSTB24) match shear wall schedule requirements | Fail | 10, 6 | SSTB28 Foundation Anchor on Sheet 6 Not Found in Shear Wall Plans |
| 10. Portal frame detail (D6, Sheet 10) — header size and strap connection per IRC or engineer | Partial | 10, 13, 8, 9 | No Graphic Scale Bar on Sheet |
| 11. Coupled hold-down across floor consistent between Floor 2 and Main Floor shear wall plans | Partial | 10, 9 | Shear Wall Blocking Connection Not Detailed at Floor Transitions |
| 12. Shear wall sheathing nailing patterns match schedule for each wall segment | Partial | 10, 13 | Wall Sheathing Nailing Not Specified on Framing Sheet |
| 13. Shear wall blocking/rim joist connections specified at all floor-to-floor transitions | Partial | 10 | Shear Wall Blocking Connection Not Detailed at Floor Transitions |
| 14. Footing sizes on foundation plan (Sheet 6) adequate for 1500 PSF soil bearing | Fail | 13, 2, 3, 6, 9 | Concrete Strength Not Specified on Foundation Details |
| 15. 8" concrete stem wall reinforcing: #4 vert @ 13" O.C. w/ 10" hook and #4 horiz @ 16" O.C. | Fail | 10, 6, 9 | Concrete Strength Not Specified on Foundation Details |
| 16. Anchor bolt spacing: 5/8" dia x 10 @ 32" O.C. UNO per Foundation Note 2 | Partial | 10, 6, 8, 9 | Anchor Bolt Spec Differs from Project Requirement |
| 17. All reinforcing steel ASTM A615 Grade 60 with minimum 24" lap splices | Partial | 6 | Concrete Strength Specification Uses Non-Standard 26-Day Cure Period |
| 18. Concrete strength minimum 3000 PSI at 28 days, Type I or II cement | Fail | 10, 6, 9 | Concrete Strength Not Specified on Foundation Details |
| 19. Crawl space ventilation openings shown on foundation plan | Fail | 17, 6 | Attic/Crawl Vent Sizing Not Documented in Drawings |
| 20. 18" minimum clearance for wood joists in crawl space | Partial | 2, 6 | Crawlspace Clearance Unverified at Lower TOW Elevation Zones |
| 21. All bedrooms have egress windows — min 5.7 SF opening, max 44" sill height per IRC R310.1 | Partial | 14, 4, 5 | Egress Window Net Clear Area Not Explicitly Stated |
| 22. Stair dimensions match Sheet 5 notes: min 34" width, min 10" tread, max 7-3/4" rise, min 6'-8" headroom | Partial | 14, 17, 4, 5, 8 | Garage Stair Detail Missing Connection Details |
| 23. Handrail height: 34" to 38"; hand grip 1-1/2" to 2" cross-section | Partial | 2, 4, 5, 9 | Garage Stair Detail Missing Connection Details |
| 24. Guardrail at balcony (2nd floor): min 34" height where >24" drop; max 4" baluster spacing | Partial | 13, 2, 4, 5, 7 | Balcony Lacks Structural Detail and Guardrail Information |
| 25. 42" cable railing at front elevation (Sheet 7) meets guardrail requirements — cable spacing prevents 4" sphere | Partial | 7, 9 | Cable Railing Post Anchorage Detail Not Referenced on Elevation |
| 26. 5/8" Type 'X' gypsum on enclosed space under interior stairs (Sheet 5) | Fail | 4, 5, 9 | Crawl Space Access Fire Rating Not Detailed |
| 27. Smoke detector locations on floor plans — every bedroom, outside sleeping areas, each level | Fail | 17, 4, 5 | Smoke/CO Detector Locations Not Shown on Plan |
| 28. Fire barrier between garage and living space on main floor plan (Sheet 4) | Fail | 14, 4, 9 | Garage Fire Door Rating Not Quantified in Door Schedule |
| 29. Insulation R-values match REScheck: Attic R-50, Walls R-21, Floors R-38 | Fail | 13, 14, 17, 4, 5 | Window U-Factors Inconsistent with CZ6 Energy Compliance |
| 30. Building envelope penetrations sealed per building performance notes (Sheet 5, Note 2) | Pass | 5 | Building performance note 3 states all exhaust fans to be vented directly to ext |
| 31. Crawlspace venting meets local code requirements (Sheet 5, Note 3) | Partial | 5 | Deduplicated — checked on drawings_page-006.jpg instead |
| 32. All exhaust fans vent directly to exterior (Sheet 5, Note 2) | Fail | 17, 18, 19, 5 | Bathroom Exhaust Fan CFM Ratings Not Specified |
| 33. Window U-factor and SHGC values meet Idaho Energy Code requirements for Climate Zone 6 | Fail | 13, 14, 5, 7 | All Window U-Factors Exceed Idaho CZ6 Maximum |
| 34. 25' minimum front setback and 40' maximum front setback shown on site plan (Sheet 2) | Partial | 2, 3 | Front Setback Distance Not Dimensioned |
| 35. 10' side setbacks and 25' rear setback per site plan notes | Partial | 2 | Side setback lines labeled '10' SETBACK ON SIDES' clearly shown and annotated on |
| 36. Driveway slope: 3.8% noted — verify ADA/code compliance | Pass | 2 | 12% slope at upper driveway — within 20% residential max (IRC R403.1) |
| 37. Boulder retaining wall design matches rockery notes (Sheet 3) — max slope 2:1, base rock ≤1V:10H | Partial | 2, 3, 6 | Schedule C-Column Font Renders 1 as I |
| 38. Sediment control measures: silt fence, French drain, stabilized construction entrance (Sheet 2) | Partial | 2, 6 | Foundation Perimeter Drain System Not Shown |
| 39. Stormwater management: driveway runoff directed to existing culvert inlet | Partial | 2, 3 | Retaining Wall Permit Not Referenced on Sheet 2 |
| 40. Retaining wall schedule dimensions (Sheet 3) — height 6'-0" to 8'-0", A/B/C/D dimensions verified | Fail | 10, 14, 2, 3, 6 | Wall Sheathing Nailing Not Specified on Framing Sheet |
| 41. Rock density minimum 156 PCF per rockery notes | Partial | 2, 3 | No explicit callout to Sheet 3 (Rockery Wall Detail) on the site plan for boulde |
| 42. Drain rock and perforated pipe behind rockery — 4" of granular drain rock minimum | Partial | 2, 3 | French Drain Detail Missing Pipe Slope Annotation |
| 43. Geo-textile between retained soil and drain rock per rockery detail (T3) | Partial | 2, 3 | No explicit callout to Sheet 3 (Rockery Wall Detail) on the site plan for boulde |
| 44. Retaining wall permits: Stormwater S0P16-0222, Retaining Wall RE0117-0060 per Sheet 1 | Fail | 13, 14, 17, 18, 19 | Garage Fire Door Rating Not Explicit in Schedule Row |
| 45. All four elevations present on Sheet 7 (Front, Rear, S. Side, N. Side) | Fail | 10, 13, 14, 17, 18 | Bath Fixture Consistency Between Sheets 17 and 18 Not Fully Verified |
| 46. Door and window schedule (Sheet 14) includes all openings with sizes, types, and ratings | Fail | 14, 18, 19, 4, 5 | Safety Glazing Not Per-Door Tagged in Door Schedule |
| 47. Title block complete on all sheets: project name, address, designer, date, scale, sheet number | Fail | 10, 13, 14, 17, 18 | No Graphic Scale Bar on Sheet |
| 48. Cross-references: section callouts on floor plans (S1-S6) match section drawings on Sheets 8-9 | Fail | 10, 13, 14, 17, 18 | HVAC Duct Routing Not Coordinated with Structural/Ceiling Plans |
| 49. Shear wall callouts on floor plans match shear wall plan on Sheet 10 | Partial | 10, 4 | Cross-sheet check. Sheets 3-4 (architectural floor plans) would need to be revie |
| 50. General notes (Sheet 1) reference applicable code edition | Fail | 10, 13, 14, 17, 18 | No Graphic Scale Bars on Wall Framing Detail Views |
| 51. Electrical plan (Sheet 16), plumbing (Sheet 17-18), and HVAC plans included per index | Fail | 17, 18, 19, 2, 4 | Referenced Sheet 16 (Electrical Plan) Missing from Set |
| 52. North arrow and scale on all plan views | Fail | 10, 13, 17, 18, 19 | No Graphic Scale Bars on Wall Framing Detail Views |
4
Sheet-by-Sheet Summary
All 19 sheets. Only sheets with findings show details.
2
9P9W5N
Site & Disturbance Plan
2
10P2F9W5N
Site & Disturbance Plan
- WARN Front Setback Distance Not Dimensioned
- WARN Incorrect One-Call Phone Number on Site Plan
- WARN Patio Impervious Slope Not Confirmed Near Foundation
- WARN Front Setback Dimension Not Annotated on Main Site Plan
- + Systematic issues (see Section 1)
3
14P6W2N
Rockery Wall Detail
- WARN Schedule C-Column Font Renders 1 as I
- + Systematic issues (see Section 1)
4
24P7F4W4N
Main Floor Plan
- HIGH Smoke/CO Detector Locations Not Shown on Plan
- HIGH Smoke/CO Detector Symbols Missing from Floor Plan
- NOTE Individual Room Area Labels Not Shown
- + Systematic issues (see Section 1)
5
10P6W9N
2ND FLOOR PLAN & STAIR SECTION
- WARN Smoke Detectors Not Shown on 2nd Floor Plan
- WARN HRV/ERV Not Specified — Energy Code Edition Conflict
- NOTE Entertainment Room Missing Individual Area Label
- + Systematic issues (see Section 1)
6
9P8F17W3N
Foundation Plan - Floor 0
- FAIL Crawlspace Ventilation Grossly Insufficient for Floor Area
- HIGH Horizontal Rebar Spacing Conflict: Note 1 (12 O/C) vs Plan A
- HIGH SSTB28 Foundation Anchor Not Matched in Shear Wall Hold-Down
- HIGH Crawlspace Vapor Barrier / Ground Cover Not Specified
- + Systematic issues (see Section 1)
7
5P1F8W4N
Elevations
- WARN No Exterior Material Specification Schedule Found in Set
- + Systematic issues (see Section 1)
8
6P7W21N
Sections & Details
- HIGH Fireplace Construction Type Not Specified
- WARN Chimney Above Roofline Not Shown
- WARN Spark Arrestor Specification Missing
- WARN Hall Egress Ceiling Height Not Dimensioned
- + Systematic issues (see Section 1)
9
8P1F3W12N
Sections & Details
- FAIL Missing Balcony Guard — Open Edge Above 30"
- HIGH Concrete Strength Not Specified on Foundation Details
- HIGH Garage Fire Separation Not Specified in Section
- WARN Anchor Bolt Spec Differs from Project Requirement
- + Systematic issues (see Section 1)
10
21P5W9N
Shear Wall Locations
- WARN Plate Washer Undersized for SDC C
- + Systematic issues (see Section 1)
10
2P2W
Shear Wall Locations
- WARN Shear Wall Blocking Connection Not Detailed at Floor Transit
- + Systematic issues (see Section 1)
13
9P5F18W
Roof Plan
13
12P6W1N
Roof Plan
- HIGH Truss Manufacturer and Engineered Drawings Not Identified
- HIGH Roof Truss Manufacturer Name Not Filled In
- WARN Balcony Lacks Structural Detail and Guardrail Information
- WARN Attic Insulation R-Value Not Specified
- + Systematic issues (see Section 1)
14
8P2F11W6N
Door & Window Schedule
- FAIL All Window U-Factors Exceed Idaho CZ6 Maximum
- FAIL All Window U-Factors Exceed Idaho Climate Zone 6 Maximum
- HIGH Safety Glazing Not Per-Door Tagged in Door Schedule
- HIGH Garage Fire Door Rating Not Quantified in Door Schedule
- + Systematic issues (see Section 1)
17
3P13F12W8N
Plumbing & HVAC Plan
19
2P6W5N
Kitchen Plan & Elevations
- WARN Small Appliance Circuit Count Not Confirmed
- + Systematic issues (see Section 1)
17
10P7W14N
HVAC & Plumbing Plan - Main Floor
- HIGH Outdoor Air Ventilation Rate Not Documented
- HIGH Bathroom Exhaust Fan CFM Ratings Not Specified
- HIGH Water Heater T/P Relief Valve Not Annotated
- HIGH Water Hammer Arrestors Not Annotated
- + Systematic issues (see Section 1)
18
10P1F11W3N
MSTR BATH PLAN & ELEVATIONS
- FAIL WC Centerline Exceeds ADA Maximum on One Side
- HIGH No Upper Floor Plumbing Plan in Drawing Set
- WARN Ceiling Height Not Annotated on Any Bath Elevation
- WARN Master Bath Plumbing Fixtures Not Specified in Drawing Set
- + Systematic issues (see Section 1)
19
3P9W2N
Kitchen Plan & Elevations
- + Systematic issues (see Section 1)
Disclaimer: This report was generated by AI-automated review using computer vision and text extraction. All findings are approximate and have not been independently verified against the original documents. Confidence levels are indicated per finding. All findings should be reviewed and verified by a qualified professional before any action is taken. This report does not constitute a professional engineering review or code compliance certification.