Northeast Retail Plaza: 55 Issues Found

Summary: 60 indexed pages | 27 match | 28 minor mismatch | 0 mismatch | 5 missing Minor Mismatch (28): A1.2: Expected: FLOOR FINISH PLAN FIRST FLOOR (A1.2) | Actual: FIRST FLOOR FINISH PLAN (A1.2)(p9) | Reason: Sheet number matches; title wording is the same content with reordered words. A1.2.1: Expected: FLOOR FINISH PLAN SECOND...

Why it matters:

Suggested next step:

RFI draft: 📄 A0.0 Schedule Text: DRAWING INDEX — page 1

Summary: The electrical sheet is titled 'ELECTRICAL 2ND FL LIGHTING PLAN', but the plan content shows 'FITTING ROOMS 112', 'CHECK OUT 102B', 'CUSTOMER SERVICE 103B', and 'SALES 100B'. The architectural reflected ceiling plan for the second floor instead shows 'BREAKROOM 107', 'JANITOR 106', 'MEN'S RESTROOM 104', 'WOMEN'S RESTROOM 105', 'CORRIDOR 110A',...

Why it matters: If not corrected, fixture layout, emergency lighting, switching, and ceiling coordination would be based on a floor plan that does not align with the architectural ceiling plan or the mechanical distribution, creating a high risk of mislocated rough-in and field rework.

Suggested next step: Please confirm whether the electrical lighting plan is using an incorrect plan background or room program. Reissue a coordinated second-floor lighting plan that matches the room layout and numbering shown for 'BREAKROOM 107', 'JANITOR 106', 'MEN'S RESTROOM 104', 'WOMEN'S RESTROOM 105', 'CORRIDOR 110A', 'RECEIVING 115', and 'SALES 100', or...

RFI draft: Please confirm whether the electrical lighting plan is using an incorrect plan background or room program. Reissue a coordinated second-floor lighting plan that matches the room layout and numbering shown for 'BREAKROOM 107', 'JANITOR 106', 'MEN'S RESTROOM 104', 'WOMEN'S RESTROOM 105', 'CORRIDOR...

Summary: The general reinforcement note states that all concrete elements are to be reinforced with a minimum steel area of 0.0018 times the concrete cross-sectional area in each direction. That universal minimum is not code-compliant as a blanket requirement for all reinforced concrete members covered by ACI 318-19. Columns require at least 0.01Ag...

Why it matters: Because the note applies to 'all concrete elements,' it is not acceptable as a universal default where member-specific detailing is absent. While 0.0018 is not below the cited wall longitudinal minimums in Table 11.6.1, it can still understate required reinforcement for columns and for wall transverse reinforcement governed by that table.

Suggested next step: Revise the general reinforcement note so it does not use 0.0018 as a universal minimum for all concrete elements. Provide member-specific minimum reinforcement requirements, including compliance with ACI 10.6.1.1 for columns and the applicable ACI Table 11.6.1 wall transverse reinforcement requirements.

RFI draft: Revise the general reinforcement note so it does not use 0.0018 as a universal minimum for all concrete elements. Provide member-specific minimum reinforcement requirements, including compliance with ACI 10.6.1.1 for columns and the applicable ACI Table 11.6.1 wall transverse reinforcement...

Summary: The sheet lists a ground snow load of 49 psf, a snow exposure factor of 1.0, a thermal factor of 1.0, and a flat roof snow load of 31 psf. ASCE 7-22 Section 7.3 requires the flat roof snow load to be calculated as pf = 0.7CeCtpg. Using the listed design values, pf = 0.7 x 1.0 x 1.0 x 49 = 34.3 psf, so the shown 31 psf is understated.

Why it matters: An understated roof snow load can underdesign roof framing, deck, connections, and supporting elements, which can trigger redesign, permit comments, and field changes once the discrepancy is discovered.

Suggested next step: Please revise the roof snow load note so the listed flat roof snow load complies with ASCE 7-22 Equation (7.3-1), or provide corrected design criteria and calculations supporting the value shown.

RFI draft: Please revise the roof snow load note so the listed flat roof snow load complies with ASCE 7-22 Equation (7.3-1), or provide corrected design criteria and calculations supporting the value shown.

Summary: On sheet S-0.0 under CODES AND STANDARDS item 3.e, the structural notes state “AISC: STEEL CONSTRUCTION MANUAL, 15TH EDITION.” The referenced code excerpt in Section 2202.1 requires the design, fabrication and erection of structural steel elements to be in accordance with “AISC 360.” The drawing note therefore does not explicitly identify the...

Why it matters: An unclear or incorrect standards citation in the structural general notes can delay permit review and steel submittal review because reviewers may request confirmation of the governing steel design standard before approval.

Suggested next step: Please clarify whether the structural general notes should reference AISC 360 for structural steel design, fabrication and erection instead of, or in addition to, “AISC: STEEL CONSTRUCTION MANUAL, 15TH EDITION,” and confirm the intended governing standard for related steel design and submittals.

RFI draft: Please clarify whether the structural general notes should reference AISC 360 for structural steel design, fabrication and erection instead of, or in addition to, “AISC: STEEL CONSTRUCTION MANUAL, 15TH EDITION,” and confirm the intended governing standard for related steel design and submittals.

Summary: The notes direct the project team to '2025 BUILDING CODE OF NEW YORK STATE' and also to work 'AS REQUIRED BY IBC 2021.' Chapter 17 requires special inspections and statements of special inspections to meet the applicable requirements of that section. Because this sheet is the 'SCHEDULE OF SPECIAL INSPECTIONS,' the code basis identified on the...

Why it matters: Section 1704.2.3 makes the statement of special inspections a condition for permit issuance. An inconsistent code basis on the special inspection schedule can therefore trigger permit comments and require revision before permit issuance.

Suggested next step: Please revise the special inspection notes so the schedule references one code basis consistent with Chapter 17, and confirm the corrected statement of special inspections to be used for permit review and construction.

RFI draft: Please revise the special inspection notes so the schedule references one code basis consistent with Chapter 17, and confirm the corrected statement of special inspections to be used for permit review and construction.

Summary: On sheet S-0.2, the checked 'STRUCTURAL – MASONRY CONSTRUCTION' section includes the note '2021 IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3).' The provided code excerpts require masonry special inspection to be as defined in Chapter 17 and require the masonry quality assurance program to comply with the inspection and testing requirements of...

Why it matters: The images confirm that the masonry section is checked applicable within the 'SCHEDULE OF SPECIAL INSPECTIONS' on S-0.2. Since the statement of special inspections is cited as a condition for permit issuance in the provided code excerpt, this masonry reference discrepancy can require resolution before permit issuance.

Suggested next step: Please revise the checked masonry special inspection section so the masonry standard reference is consistent with the Chapter 17 and TMS 602 requirements cited in the provided code excerpts, and confirm the final masonry inspection/quality-assurance basis.

RFI draft: Please revise the checked masonry special inspection section so the masonry standard reference is consistent with the Chapter 17 and TMS 602 requirements cited in the provided code excerpts, and confirm the final masonry inspection/quality-assurance basis.

Summary: The contractor note states that the rooftop equipment support condition is not fully resolved in the design: the plan assumes existing angle frames at replacement units and instructs the contractor to price new angle frames where none exist or where they are inadequate. IBC 1603.1 requires construction documents to show the material, size,...

Why it matters: Because the sheet also assigns weights to rooftop equipment, unresolved support framing can trigger permit comments, field redesign, and change orders when the replacement work begins.

Suggested next step: Revise the roof framing documents to identify, for each affected rooftop equipment support location, whether existing angle frames are acceptable or new framing is required, and show the final member sizes/sections in the approved structural design.

RFI draft: Revise the roof framing documents to identify, for each affected rooftop equipment support location, whether existing angle frames are acceptable or new framing is required, and show the final member sizes/sections in the approved structural design.

Summary: The architectural roof plan explicitly says 'SEE MECHANICAL DRAWINGS FOR RTU SIZING & LOCATIONS.' and 'SEE STRUCTURAL DRAWINGS FOR RTU OPENING FRAMING & REINFORCING, IF APPLICABLE.', but several roof units are tagged differently at the same positions. At the unit between grids 4 and 3 near grid C, the architectural roof plan shows 'RTU #2'...

Why it matters: If these tags are not reconciled, the wrong curb/opening, structural framing, controls, and procurement submittals can be assigned to the wrong rooftop unit.

Suggested next step: Please confirm the final RTU identification matrix and roof locations for each rooftop unit, then revise the affected architectural, structural, and mechanical sheets so the same physical units use one consistent tag set.

RFI draft: Please confirm the final RTU identification matrix and roof locations for each rooftop unit, then revise the affected architectural, structural, and mechanical sheets so the same physical units use one consistent tag set.

Summary: The drawing states, 'ALL FOUNDATION CONCRETE WORK SHALL BE NORMAL WEIGHT 4000 PSI CONCRETE...' and this sheet includes both a pit slab and foundation wall work. The project specification requires 'BEAMS, WALLS AND PITS: 5000PSI (NORMAL WEIGHT).' The note therefore conflicts with the specified concrete strength for the wall and pit work shown on...

Why it matters: If this note is followed, the pit slab and foundation wall concrete could be placed at 4000 PSI instead of the specified 5000 PSI, creating a structural nonconformance and potential removal/replacement risk after placement.

Suggested next step: Please confirm the required compressive strength for the pit slab and foundation wall concrete shown here and revise the foundation note so those elements match the project requirement of 5000 PSI.

RFI draft: Please confirm the required compressive strength for the pit slab and foundation wall concrete shown here and revise the foundation note so those elements match the project requirement of 5000 PSI.

Summary: The roof framing plan shows four numbered grid bays across the top of the plan measuring 28'-0', 28'-0', 28'-0', and 22'-3' between grids 5 through 1, for a total of 106'-3' in that direction. The structural design criteria state 'DESIGN LENGTH/DESIGN WIDTH, L/B 50FT/70FT.' The plan geometry therefore does not match the building...

Why it matters: If the roof framing is being checked against wind-load criteria for a 50FT/70FT building while the plan is laid out over 106'-3' in one direction, the roof design basis may be wrong. This can affect permit review and confidence that the roof framing was designed for the correct building geometry.

Suggested next step: Please confirm the correct project building dimensions for structural wind design and revise either the roof framing plan dimensions or the design criteria note so the documents are consistent.

RFI draft: Please confirm the correct project building dimensions for structural wind design and revise either the roof framing plan dimensions or the design criteria note so the documents are consistent.

Summary: The plan assigns note 4 to 'JANITOR 106' and 'EQUIPMENT 119.' On this sheet, note 4 is 'LIGHT HAZARD,' but the specification requires 'EQUIPMENT ROOM' and 'JANITOR' areas to be 'ORDINARY HAZARD GROUP 2.' This under-classifies these rooms on the drawing.

Why it matters: If these rooms are designed from the light-hazard keynote, the fire sprinkler design basis for those spaces may not match the specified criteria, which can create review comments, shop-drawing revisions, and installation changes.

Suggested next step: Please confirm that JANITOR 106 and EQUIPMENT 119 are to be designed to the specification's Ordinary Hazard Group 2 criteria and revise the keyed note assignments on FP1.0 where note 4 is shown for those rooms.

RFI draft: Please confirm that JANITOR 106 and EQUIPMENT 119 are to be designed to the specification's Ordinary Hazard Group 2 criteria and revise the keyed note assignments on FP1.0 where note 4 is shown for those rooms.

Summary: The masonry special inspection schedule assigns 'PERIODIC' inspection to multiple masonry tasks, but the specification states that 'ALL MASONRY WORK SHALL BE CONTINUOUSLY MONITORED AND INSPECTED BY AN INDEPENDENT TESTING AGENCY.' This is a direct conflict between the drawing schedule and the project specification.

Why it matters: If the schedule remains periodic, masonry work could proceed under a lower inspection frequency than the specification requires, creating special-inspection compliance and closeout problems.

Suggested next step: Please confirm that the masonry special inspection schedule shall be revised so masonry work is continuously monitored and inspected, consistent with the specification requirement that 'ALL MASONRY WORK SHALL BE CONTINUOUSLY MONITORED AND INSPECTED BY AN INDEPENDENT TESTING AGENCY.'

RFI draft: Please confirm that the masonry special inspection schedule shall be revised so masonry work is continuously monitored and inspected, consistent with the specification requirement that 'ALL MASONRY WORK SHALL BE CONTINUOUSLY MONITORED AND INSPECTED BY AN INDEPENDENT TESTING AGENCY.'

Summary: The finish plan labels the room as 'LP/ASST. MGR. OFFICE 120' with 'PC-1'. The room schedule instead lists Room 120 as elevator equipment with 'FS-1', and separately lists 'ASST. MGR / LP' as Room 122. The door schedule also identifies Door 120 as 'LP/ASST. MGR.'. These references disagree on whether Room 120 is an office with PC-1 or elevator...

Why it matters: If unresolved, Room 120 could receive the wrong room designation and finish package, and door-to-room coordination will remain inconsistent because the office condition is shown with 'PC-1' while the room schedule assigns Room 120 'FS-1' as 'ELEVATOR EQUIP.'.

Suggested next step: Please confirm whether the space tagged 'LP/ ASST. MGR. OFFICE 120 PC-1' is correct, or whether Room 120 should be 'ELEVATOR EQUIP.' and the office should instead follow the '122 ASST. MGR / LP' room schedule entry. Revise the room schedule, plan tag, and door references so the room number, use, and finish are consistent.

RFI draft: Please confirm whether the space tagged 'LP/ ASST. MGR. OFFICE 120 PC-1' is correct, or whether Room 120 should be 'ELEVATOR EQUIP.' and the office should instead follow the '122 ASST. MGR / LP' room schedule entry. Revise the room schedule, plan tag, and door references so the room number,...

Summary: The communications labeling/detail and plan treat 1B as an IDF location, but the jack table redefines 1B as the storage room. The detail states 'B = IDF LOCATION,' and the plan places 'PATCH PANELS 1B' at 'IDF CLOSET 116.' The Jack Location Table instead says '1B INDICATE INDIVIDUAL PORT PATCH PANELS LOCATED IN THE STORAGE ROOM.' Another plan...

Why it matters: If uncorrected, installers could home-run 1B drops to the wrong room, affecting conduit routing, rack installation, patching, and final jack labeling.

Suggested next step: Please confirm whether all 1B-labeled drops are to terminate at IDF CLOSET 116 or at the storage room, and revise the jack table / plan notes so the 1B location is consistent throughout the set.

RFI draft: Please confirm whether all 1B-labeled drops are to terminate at IDF CLOSET 116 or at the storage room, and revise the jack table / plan notes so the 1B location is consistent throughout the set.