Boston Commercial Plan Review: 97 Issues Found
An anonymized Boston commercial plan review uncovered coordination and code issues across disciplines, before permit.
First $100 covered. Enterprise and volume pricing
- Potential findings
- 97
- Disciplines
- 6
- Codes referenced
- 2
- Critical or high examples shown
- 15
About this review
InspectMind ran an AI plan review on this project set and returned 97 potential findings across Architectural, Electrical, General, Mechanical, Plumbing, Structural. The selected examples below show the document conflict, why it matters, and a suggested next step.
- Disciplines
- Architectural, Electrical, General, Mechanical, Plumbing, Structural
- Potential findings
- 97
- Examples shown
- 15
Key findings
- Critical
LULA Elevator Cabin Width of 26 Inches Violates ADA Minimum of 42 Inches
Architectural
The Code Sheet Section 3.10.3 states the LULA elevator cabin size 'is minimally required to be 26 inches wide by 60 inches deep' per 521 CMR 28.12.3. However, Section 3.10.2 of the same sheet confirms the project is required to comply with the 2010 ADA. ADA Section 408.4.1 requires limited-use/limited-application elevator cars to provide a...
- Critical
Fire alarm demolition back to source without provisions for maintaining fire protection devices per IBC 3302.1
Electrical
Demolition Key Note 1 instructs: 'ALL EXISTING POWER, LIGHTING, AND FIRE ALARM AND ASSOCIATED WIRING AND CONDUITS OUTSIDE OF THE CORE AREAS SHALL BE DEMOLISHED BACK TO SOURCE.' General Demolition Note 4 specifies what to maintain during construction: 'MAINTAIN CONTINUOUS SERVICE ON REMAINING FEEDERS, CIRCUITS OR PARTIAL CIRCUITS AND OUTLETS...
- Critical
Detail 6 title specifies W18 beam connection but detail labels beam as W10, connection geometry inadequate for W18
Structural
Detail 6 on this sheet is titled 'CONNECTION OF W18 TO UNDERSIDE OF (E)BEAM,' establishing that the connection is intended for a W18 beam. However, within the same detail, the new beam is explicitly labeled 'NEW W10 BEAM.' A W18 beam has an approximate depth of 17.7–18.5 inches while a W10 beam has an approximate depth of 10–11.1 inches. The...
- Critical
Fan Equipment Hanging Detail lacks seismic restraints for suspended nonstructural mechanical component
Mechanical
Detail 3 (Fan Equipment Hanging Detail) depicts the complete hanging assembly for suspended fan equipment, consisting of beam clamps or concrete inserts, hanger rods, and vibration isolators connecting to the equipment frame. No seismic bracing, lateral restraints, or snubbers are shown or referenced in the detail. IBC Section 1613.1 explicitly...
- Critical
Exit Signs Permitted on Non-Emergency Circuits Without Confirmed Battery Backup
Electrical
Emergency Lighting Note 3 allows exit signs to be circuited to the closest standard 120/277V lighting circuit if an emergency circuit is unavailable. However, Emergency Lighting Note 1 explicitly states that integral batteries are only provided within fixtures indicated by 'EM' and Emergency Battery Units (EBU). Because exit signs are not...
- Critical
Detail 6 title references W18 beam but drawing labels member as 'NEW W10 BEAM', connection adequacy unverifiable...
Structural
Detail 6 is titled 'CONNECTION OF W18 TO UNDERSIDE OF (E)BEAM,' yet the beam shown within the detail is explicitly labeled 'NEW W10 BEAM.' A W18 section is approximately 18 inches deep while a W10 is approximately 10 inches deep, meaning the connection components depicted, PL6x6x1/2 plate, (2) 3/4' threaded rods, and 3/8' stiffener plates, ...
- Critical
Electric Duct Heaters Incorrectly Sized for Uninterrupted Interior Lining
Mechanical
The specifications for electric strip heater assemblies direct that they be sized to the 'FULL DUCT SIZE (LESS ANY INTERIOR LINING)'. This instruction indicates that the interior duct lining will remain continuous through the heater location to fit the reduced heater size. This directly violates IMC Section 604.8, which mandates that all...
- Critical
Raised platform slab thickness conflict: 6 1/4' on plan S1.02 and Detail 1/S2.01 vs. 4' in Detail 2/S2.01
Structural
The structural framing plan on S1.02 annotates the raised platform slab thickness as '6 1/4' (LW)', and Detail 1/S2.01 (TYPICAL SECTION AT INFILL) confirms this with 'NEW 6 1/4' SLAB ON DECK'. However, Detail 2/S2.01 (TYPICAL SECTION AT RAISED PLATFORM WALL), which is directly referenced from the same platform area on S1.02 via callout...
- Critical
Riser Diagram Shows Level 1 Survivability for NACs; Specification Requires 2-Hour Rated (Level 2 Survivability)
General
The Partial Fire Alarm Riser Diagram labels the notification appliance circuits as 'CLASS A APPLIANCE CIRCUITS - LEVEL 1 SURVIVABILITY.' However, the Fire Alarm Specification requires notification appliance circuits to be provided as 2-hour rated cable or cable system, which corresponds to NFPA 72 Level 2 pathway survivability. Level 1...
- Critical
Drawing shows QTR White Oak wood treads/risers on metal pan stairs; specification requires checkered plate treads
Architectural
The stair detail on the drawing explicitly specifies 'QTR WHITE OAK WOOD TREADS AND RISERS. M. BOHLKE VENEER CORP. ULTRA MATTE CLR. FINISH' over metal pan stairs. However, the specification Section 055100 scope of work states the work included is 'Steel stairs with checkered plate treads.' Furthermore, Section 055100, 2.6.C.2 describes the...
Issue categories
- Architectural
- Egress, accessibility, room layouts, building code compliance, and finish specifications
- Structural
- Structural connections, load paths, foundation design, and structural code compliance
- Electrical
- Electrical systems, panelboards, circuits, and electrical code compliance
- Mechanical
- HVAC systems, ventilation, exhaust, and mechanical code compliance
- Plumbing
- Plumbing fixtures, drainage, venting, water supply, and plumbing code compliance
- General
- Drawing index, coordination, and general plan review findings
Review details and suggested questions
LULA Elevator Cabin Width of 26 Inches Violates ADA Minimum of 42 InchesArchitectural
Critical
Architectural
Summary: The Code Sheet Section 3.10.3 states the LULA elevator cabin size 'is minimally required to be 26 inches wide by 60 inches deep' per 521 CMR 28.12.3. However, Section 3.10.2 of the same sheet confirms the project is required to comply with the 2010 ADA. ADA Section 408.4.1 requires limited-use/limited-application elevator cars to provide a...
Why it matters:
Suggested next step:
RFI draft:
Fire alarm demolition back to source without provisions for maintaining fire protection devices per IBC 3302.1Electrical
Critical
Electrical
Summary: Demolition Key Note 1 instructs: 'ALL EXISTING POWER, LIGHTING, AND FIRE ALARM AND ASSOCIATED WIRING AND CONDUITS OUTSIDE OF THE CORE AREAS SHALL BE DEMOLISHED BACK TO SOURCE.' General Demolition Note 4 specifies what to maintain during construction: 'MAINTAIN CONTINUOUS SERVICE ON REMAINING FEEDERS, CIRCUITS OR PARTIAL CIRCUITS AND OUTLETS...
Why it matters:
Suggested next step:
RFI draft:
Detail 6 title specifies W18 beam connection but detail labels beam as W10, connection geometry inadequate for W18Structural
Critical
Structural
Summary: Detail 6 on this sheet is titled 'CONNECTION OF W18 TO UNDERSIDE OF (E)BEAM,' establishing that the connection is intended for a W18 beam. However, within the same detail, the new beam is explicitly labeled 'NEW W10 BEAM.' A W18 beam has an approximate depth of 17.7–18.5 inches while a W10 beam has an approximate depth of 10–11.1 inches. The...
Why it matters:
Suggested next step:
RFI draft:
Fan Equipment Hanging Detail lacks seismic restraints for suspended nonstructural mechanical componentMechanical
Critical
Mechanical
Summary: Detail 3 (Fan Equipment Hanging Detail) depicts the complete hanging assembly for suspended fan equipment, consisting of beam clamps or concrete inserts, hanger rods, and vibration isolators connecting to the equipment frame. No seismic bracing, lateral restraints, or snubbers are shown or referenced in the detail. IBC Section 1613.1 explicitly...
Why it matters:
Suggested next step:
RFI draft:
Exit Signs Permitted on Non-Emergency Circuits Without Confirmed Battery BackupElectrical
Critical
Electrical
Summary: Emergency Lighting Note 3 allows exit signs to be circuited to the closest standard 120/277V lighting circuit if an emergency circuit is unavailable. However, Emergency Lighting Note 1 explicitly states that integral batteries are only provided within fixtures indicated by 'EM' and Emergency Battery Units (EBU). Because exit signs are not...
Why it matters:
Suggested next step:
RFI draft:
Detail 6 title references W18 beam but drawing labels member as 'NEW W10 BEAM', connection adequacy unverifiable...Structural
Critical
Structural
Summary: Detail 6 is titled 'CONNECTION OF W18 TO UNDERSIDE OF (E)BEAM,' yet the beam shown within the detail is explicitly labeled 'NEW W10 BEAM.' A W18 section is approximately 18 inches deep while a W10 is approximately 10 inches deep, meaning the connection components depicted, PL6x6x1/2 plate, (2) 3/4' threaded rods, and 3/8' stiffener plates, ...
Why it matters:
Suggested next step:
RFI draft:
Electric Duct Heaters Incorrectly Sized for Uninterrupted Interior LiningMechanical
Critical
Mechanical
Summary: The specifications for electric strip heater assemblies direct that they be sized to the 'FULL DUCT SIZE (LESS ANY INTERIOR LINING)'. This instruction indicates that the interior duct lining will remain continuous through the heater location to fit the reduced heater size. This directly violates IMC Section 604.8, which mandates that all...
Why it matters:
Suggested next step:
RFI draft:
Raised platform slab thickness conflict: 6 1/4' on plan S1.02 and Detail 1/S2.01 vs. 4' in Detail 2/S2.01Structural
Critical
Structural
Summary: The structural framing plan on S1.02 annotates the raised platform slab thickness as '6 1/4' (LW)', and Detail 1/S2.01 (TYPICAL SECTION AT INFILL) confirms this with 'NEW 6 1/4' SLAB ON DECK'. However, Detail 2/S2.01 (TYPICAL SECTION AT RAISED PLATFORM WALL), which is directly referenced from the same platform area on S1.02 via callout...
Why it matters:
Suggested next step:
RFI draft:
Riser Diagram Shows Level 1 Survivability for NACs; Specification Requires 2-Hour Rated (Level 2 Survivability)General
Critical
General
Summary: The Partial Fire Alarm Riser Diagram labels the notification appliance circuits as 'CLASS A APPLIANCE CIRCUITS - LEVEL 1 SURVIVABILITY.' However, the Fire Alarm Specification requires notification appliance circuits to be provided as 2-hour rated cable or cable system, which corresponds to NFPA 72 Level 2 pathway survivability. Level 1...
Why it matters:
Suggested next step:
RFI draft:
Drawing shows QTR White Oak wood treads/risers on metal pan stairs; specification requires checkered plate treadsArchitectural
Critical
Architectural
Summary: The stair detail on the drawing explicitly specifies 'QTR WHITE OAK WOOD TREADS AND RISERS. M. BOHLKE VENEER CORP. ULTRA MATTE CLR. FINISH' over metal pan stairs. However, the specification Section 055100 scope of work states the work included is 'Steel stairs with checkered plate treads.' Furthermore, Section 055100, 2.6.C.2 describes the...
Why it matters:
Suggested next step:
RFI draft:
F.F.E. Definition Fails to Account for Concrete Floor Topping ThicknessArchitectural
Critical
Architectural
Summary: Drawing Notes 5 and 29 explicitly define the Finish Floor Elevation (F.F.E.) datum as the 'TOP OF CONCRETE OR UNFINISHED FLOOR' and 'TOP OF STRUCTURAL SLAB'. However, Specification 035400 requires a concrete floor topping with a minimum depth of 1/4' and a maximum depth of 2'. Establishing the F.F.E. at the structural slab means the actual...
Why it matters:
Suggested next step:
RFI draft:
Sprinkler Valve Tamper Switch Incorrectly Designated as Trouble Signal Instead of Required Supervisory SignalGeneral
High
General
Summary: The fire alarm testing protocol (item 5) on the drawing states that the sprinkler system valve tamper switch will be tested for 'TROUBLE INDICATION' on the building's fire alarm system. However, IBC Section 903.4.1 requires that alarm, supervisory, and trouble signals shall be distinctly different. A sprinkler control valve tamper switch is a...
Why it matters:
Suggested next step:
RFI draft:
Demolition Note 5 limits fire stopping to 'fire wall' penetrations, omitting fire barriers, smoke barriers, and fire...Electrical
High
Electrical
Summary: General Demolition Note 5 instructs the contractor to 'FIRE STOP ALL FIRE WALL PENETRATIONS.' However, IBC Section 714.4 requires that penetrations into or through fire walls, fire barriers, smoke barrier walls, AND fire partitions shall all comply with fire stopping requirements. The note's language explicitly limits fire stopping to 'fire...
Why it matters:
Suggested next step:
RFI draft:
Insufficient emergency lighting (EM) coverage at means of egress stairways and corridors on ground floorElectrical
High
Electrical
Summary: The Level 1 Lighting Plan shows only one fixture designated with an 'EM' (emergency) marking on the entire ground floor, located near the exterior wall at approximately grids 1/1.1 and A/B. Emergency Lighting Note 1 explicitly states that emergency lighting is 'SERVED VIA INTEGRAL BATTERIES WITHIN FIXTURES INDICATED BY 'EM' AND EMERGENCY...
Why it matters:
Suggested next step:
RFI draft:
Omitted Emergency Illumination Requirements for Critical Fire Systems RoomsElectrical
High
Electrical
Summary: The Code Sheet (Section 3.9.12) explicitly lists the rooms and spaces required to have emergency illumination in the event of a power supply failure, but it completely omits Fire Command Centers, Fire Pump Rooms, and Generator Rooms. Section 3.2 of the drawing confirms the existing building contains a fire command center, an electrically...
Why it matters:
Suggested next step:
RFI draft:
This is an anonymized example. Findings shown are excerpts for illustration. Actual project details have been modified to protect client confidentiality.
Related case studies
Similar AI plan review results by project type and discipline.
- CommercialNortheast Retail Plaza: 55 Issues Found55 issues · Architectural, Electrical
- CommercialArizona Retail / Commercial: 133 Issues Found133 issues · Architectural, Civil
- CommercialWichita Site / Commercial Plan Review: 102 Issues Found102 issues · Architectural, Civil
- CommercialOttawa Commercial Plan Review: 2731 Issues Found2,731 issues · Architectural, Civil
- CommercialSouth Texas Commercial Plan Review: 1021 Issues Found1,021 issues · Architectural, Civil
- CommercialCalifornia Commercial Plan Review: 920 Issues Found920 issues · Architectural, Civil