A6-2 WR Pre-Proposal_RFIs 001 - 121.xlsx
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- Whiteriver Hospital Construction
- Solicitation number
- 75H70126R00016
About this file
This file is a Pre-Proposal Request for Information (RFI) log documenting 121 inquiries submitted by contractors regarding the Whiteriver Hospital Construction project (Solicitation 75H70126R00016) for the Indian Health Service Division of Engineering Services. The RFIs span from April 1, 2026 through May 20, 2026, addressing clarifications needed across architectural, civil, mechanical, electrical, ICT, interior, and landscape design disciplines for a new 407,000 square foot hospital facility on the Fort Apache Indian Reservation in Whiteriver, Arizona.
The RFIs cover substantial technical and contractual clarifications including: headwall procurement methodology (premanufactured versus stick-built); civil infrastructure specifications (lift stations, storm drain pipe sizes, catch basin configurations, cattleguard dimensions); architectural details (door types, wall protection systems, panel materials, finishes); mechanical systems (chilled beam zone quantities and controls, operable partitions); electrical infrastructure (panel locations, conduit quantities, photovoltaic system scope); ICT infrastructure (fiber optic routing, conduit infrastructure); material specifications (quartz finishes, melamine colors, terrazzo thickness); medical equipment procurement responsibilities (contractor-furnished versus owner-furnished); and scheduling (three-month owner move-in duration). Response designations indicate the Architect/Engineer (AE), Contractor (COR), or joint responses, with most inquiries marked complete by mid-to-late April and early May 2026. Notable pending responses address photovoltaic system scope, additive alternates, and fire alarm system networked integration. The RFI process provides structured documentation of design clarifications necessary for accurate contractor bidding on this complex healthcare construction project.
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| RFI No. | Date | Reference | ||
| Drawing, Spec, Page | COMMENTS | RP | IHS Approved Response | Reference Images |
1 4/1/26 CSI 10 or 11 I was unable to locate headwall specifications within the current document set (usually in CSI 10 or 11). To allow us to prepare accurate pricing, we are requesting clarification on the following items:
Before reading the bullet point list, please confirm that you will take a quote for premanufactured Headwalls and will not be building as you go (for instance the single gas outlet in H-19C I can see as being built as you go, but H-21 Inpatient Room looks more like a premanufactured headwall). If this is correct, please answer the following:
| AE | The Design Team is open to Premanufactured Headwalls; the current Documents represent a stick-built method. If GC would like to pursue this method then a Substitution Request should be provided for review / approval. | |||||
| 1. Procurement Designation – Will the headwalls be Owner Furnished/Owner Installed (OFOI), Owner Furnished/Contractor Installed (OFCI), or Contractor Furnished/Contractor Installed (CFCI)? (do you have a list of bidding GC’s if CFCI?) | AE/COR | The headwalls are CFCI, but we do not maintain a list of bidding GC's. | ||||
| 2. Panel Supply – Would you like the headwall supplier to furnish the wall panels as part of their scope, or will panels be provided separately? If so, should we supply the specialty sheet wall protection when called out? | AE/COR | This is up to the GC. IHS expects the GC to provide the entire wall assembly including wall panels and headwalls. FYI…there are custom patterns the Headwalls in some areas that will need to be coordinated with the Finish Schedule. | ||||
| 3. Accessories – The plans show accessories attached to the headwalls. Should these accessories be included in the headwall supplier's scope of supply? | AE | The Design Team is open to Premanufactured Headwalls; the current Documents represent a stick-built method. If GC would like to pursue this method then a Substitution Request should be provided for review / approval. | ||||
| 4. Pricing Format – Would you prefer pricing submitted as a complete unit (headwall with all accessories) or broken out as individual accessory line items? Could you please confirm the above at your earliest convenience? Once we have that clarification, we will prepare and submit pricing to the appropriate party. | AE/COR | This is up to the GC. Pricing Format provided by the GC to IHS must follow the format outlined in the solicitation, but the pricing format between the GC and supplier is determined by the GC. | ||||
| 2 | 4/13/26 | BP3_05_Civil-IHS-Hon-Dah-UC_Final-CD plan sheet C8.03 the details are on C9.03 | Is the lift station new or existing? | |||
| a. | The detail shows up on 3 different plan sets received. | |||||
| b. | There’s a note on one that says CORE EXISTING SEWER LIFT STATION and grout around reclaimed line … | |||||
| c. | There’s no depth for the diversion MH on the detail – is this new or existing? | AE | In the BP3 package, there are two lift stations, one existing at the north end of the project, and a new lift station adjacent to the new WWTP plant building. | |||
| A. | Details for the new lift station would be part of the BP3 set and are shown on page C9,03 | |||||
| B. | Correct, this line is to allow the WWTP to potentially drain its contents back in to the tribal sewer system. The only way to get the wastewater in the existing lift station would be to core the existing lift station for the new pipe penetration. | |||||
| C. | The Diversion MH is shown on page C5.05 in profile view with the inverts of the pipes. |
| 3 | 4/13/26 | BP1_05_CIVIL_IHS-Whiteriver-HOSPITAL-Plans_Final-CD Plan Sheet CD C3.05 | What size cattle guard is needed? | AE | Refer to sheets C3.05, C3.06, and C3.07 for cattleguard information and size (overall width of street and curb and gutter) is the length of cattleguard. Also refer to ADOT STD DET C-11.10. If further information is needed, please submit another RFI and provide references. | ||
| 4 | 4/13/26 | C4.05 | On sheet C4.05 the plans are calling for 72" HDPE storm drain when 60" is the largest size offered. Can we provide an alternate of CMP Spiral rib? | AE | We would accept alternate materials that meet the pipe sizing noted, if using CMP Spiral rib, or other alternative material, smooth interior walls are required, if RGRCP then Class II would be required along with the smooth interior walls. | ||
| 5 | 4/13/26 | C3.03 & C3.04 | Is there more detail on the storm drain catch basins off of the water tanks calling for a Sump inlet pages C3.03 & C3.04? | AE | Reference notes have been clarified in drawings provided in addendum A | ||
| 6 | 4/13/26 | C4.11B | Going through the drainage on phase two I found a discrepancy on C4.11B (page 111). On the top plan it shows 24" for a run and then on the profile it shows 18" | AE | 24" is the correct pipe size | ||
| 7 | 4/13/26 | As I get into the plans for the hospital I'm noticing pipe footage differences between the plans and the profiles. It's only on random sections | AE | 4/14 - Plan and profiles will be checked and updates issued in a future addenda as required. 4/29 UPDATE: After Further review, there are no locations where pipe lengths shown in plan view are also called in a profile. | |||
| 8 | 4/13/26 | The catch basins and manholes have the same SD with a circle around it, do we follow the call out and numbers to figure out what they are? | AE | Yes, please plan to build per the construction note call outs | |||
| 9 | 4/13/26 | 10-2600 | Both line type WP-01 and WP-03 call out handrail but the finish legend shows 2 different types (legend below). Where does each go? HR-1 CS ACROVYN HRBW-10CHL WOOD GRIP, EGGSHELL ACROVYN | ||||
| HR-2 CS ACROVYN HRWS-6C WOOD GRIP See Image to the right. | AE | At WP-01 locations se HR-1. At WP-03 locations use HR-2. | ERROR:#VALUE! | ||||
| 10 | 4/13/26 | Various | Has an exterior mockup been designed? Should an allowance be established for this? | AE | No Exterior Mockup(s) have been created in Design Phase but there should be an allowance / budget dollars set aside for this. The Goal is to create "Max Value Mockups;" with all the Stakeholders involved (Design / Owner / GC / Trades) Mockup(s) development will be the result of preconstruction meetings / activities. | ||
| 11 | 4/13/26 | AF Series | The hardscape sheets and roof plan reference AF Series for the type and quantities for the Courtyard and Roof tables and chairs. Can you please provide the referenced AF series information for type and quantity? | AE | Note on AF series confirm all tables and chairs are part of a FFE contract. Outdoor waste cans and bike racks to be included with in the hardscape plans and contractor bid | ||
| 12 | 4/13/26 | LS2.0.0 | The Anti-Ram Helio Bollards with Security Core show both Illuminated and Non-Illuminated models in detail 1 – L5.02. Can you please clarify what model is to be used, or if both models, clarify how many of each model? | AE | All bollards are to be Non-Illuminated model. | ||
| 13 | 4/13/26 | Finish Schedule | Please provide specification for QTZ-3 | AE | Use QTZ-2 in leu of QTZ-3. | ||
| 14 | 4/13/26 | 27-0000 | Division 27 (217500-4) states Category 6A cable, and the part number provided is for unshielded cable (Berktek 11101842). Connectors are noted as shielded jacks (271550-5, 2.4, F2.a). Patch cords are also noted as shielded (271500-6, 2.4, I5.c). Please clarify that connectors and patch cords need to be shielded or can be adjusted to match unshielded Cat 6A cable. | AE | Connectors shall be adjusted to match unshielded Category 6A cabling. Patch cords currently specified are suitable for unshielded applications. References to shielded cabling shall be removed as required. | ||
| 15 | 4/13/26 | 08-1113 | Per the project manual, section 081113 Part 2.7.B.4, it states that “Terminated Stops (Hospital Stops): Terminate stops 6 inches above finish floor with a 45 -degree angle cut, and close open end of stop with steel sheet closure. Cover opening in extension of frame with welded-steel filler plate, with welds ground smooth and flush with frame.” Does this mean that every door frame fabricated on this project needs to have hospital stops? | AE | Heavily Sanitized Areas such as Procedure, Surgery, etc. would require the "Hospital Stop" Door Frames…Rooms such as Offices would not require these. | ||
| 16 | 4/13/26 | 08-1473 | Please provide clarification for elevation ‘SL’. There is conflicting information about what is wanted. Do the openings that have elevation ‘SL’ need to follow what the hardware set specifies, or do they need to follow specification section 081473? | AE | To clarify SL-Doors are "barn-door" style sliding doors. To further clarify the Door Elevation have been updated to show both SCW Doors and GL Door Types. Please follow the Spec Section 087100 regarding these doors. (Will include in forthcoming Addendum) | ||
| 17 | 4/13/26 | 08-1473 | a. If the answer to the above question is to follow specification section 081473, then will it be acceptable to provide wood doors from two different manufacturers? Specification section 081416 Part 2.1.A states that wood doors must be sourced from a single manufacturer | AE | Please follow the Spec Section 087100 regarding these doors. Single-Sourced is required for consistency. | ||
| 18 | 4/13/26 | Door Schedule | 1. Please provide clarification for elevation ‘SL’ but with GL as the door material. There is conflicting information about what is wanted. Are these openings full glass doors or are they wood doors with a glass insert in them? | AE | To clarify SL-Doors are "barn-door" style sliding doors. To further clarify the Door Elevation have been updated to show both SCW Doors and GL Door Types. (Will include in forthcoming Addendum) | ||
| 19 | 4/13/26 | Door Schedule | a. If the answer to this question is full glass, please be aware that hardware set 178.0 will not work with a glass door. | AE | To clarify this will be a Aluminum style-framed full glass door (not frameless)- refer to Door Elevations A9.3.7. (Will include in forthcoming Addendum) Therefore Hardware Set 178.0 will work. | ||
| 20 | 4/13/26 | Door Schedule | Please provide a door and hardware specification for opening # IMG-1235A-2. Serenity door sliding system does not have an option to provide a lead lined slider door. | AE | Its not anticipated that this Door will require "Lead-Lined" but will need to verify once a site-specific "Physicist Report" to verify if this door is affected. | ||
| 21 | 4/13/26 | A4.1.1 | The South elevation on page A4.1.1 calls out the top band of panels at 82' high between grid 5 and grid 27 as both A409 and SW-2. A409 is defined as "12" ACM, CUSTOM COLOR TO MATCH TERRA COTTA" while SW-2 is defined as "12" WIDE FLUSH METAL PANEL WITH 1" REVEAL". This band runs the circumference of the building. Is it intended to be ACM or a single skin flush metal panel? | AE | ACM Panel to match the Terra Cotta; refer To Detail 20 / A5.5.5 for the Rooftop Mechanical Screen; (Additional Details 22, 23, 24 / A5.5.5) | ||
| 22 | 4/13/26 | AI3.1.1C | The image to the right is a portion of the 1st floor drawing AI3.1.1C. The highlighted note AI305 says all walls to have WP-04. WP-04 is .040 4’ high. The location of the note is not near a room name so it is unclear where it is referring to. There are several rooms and corridors that are open to this area (bigger than the portion below) so I am unsure where to start and stop the sheet. Can you get clarification to the extent of the WP-04 in this area? | AE | Pharmacy wall protection drawings forthcoming in Addendum B. | ERROR:#VALUE! | |
| 23 | 4/13/26 | AI3.1.1D | In the picture to the right, WP-05 is full height SP-1 (.040 sheet), WP-08 is full height decorative sheet wall protection and says SP refer to elevations. There are SP-1 through 8 and there are no elevations. Can you get clarification on WP-08? | AE | Use SP-6 at both Patient Prep MRI (Zone II) IMG-1226A & IMG-1226B at WP-08 called out locations. | ERROR:#VALUE! | |
| 24 | 4/13/26 | Our drafting team is working on a material list for this project for our bid proposal. We are unable to identify the referenced rooms with patient lifts. Please advise if these are different room numbers or if these rooms still need lifts. | AE | WEL-1114C, WEL-1114D, and IPC-3199 do not have patient lifts. (Additional Tables included for your reference) | ERROR:#VALUE! | ||
| ERROR:#VALUE! | |||||||
| 25 | 4/20/26 | E5.5.1 | Electrical distribution panel "EDW2EH" for SES-E, shown on page E5.5.1, is not shown anywhere on the electrical plans, Enlarged plans, or the details. Could you provide us with a location for this panel? See one line diagram for reference. | AE | Panel in question was moved and renamed so that the panel nomenclature reflects the correct location, but the one-line diagram was not updated to coincide with the panel name shown on the floor plan. The panel currently named EDW2EH on sheet E5.5.1 will be revised to EDE2EH. The panel is located in room ELC-2046. Will re-issue revised Sheet in forthcoming Addendum. | ERROR:#VALUE! | |
| 26 | 4/20/26 | Detail 36 - TC-EGD - TALL DISPLAY CABINET | Please see attached details for clarification request: | ||||
| 1. WV-1 Interior? Including shelves? (Pointing to interior of cabinet) | AE | Shelves and edge banding to be black melamine. | |||||
| 2. Made of what? (at "ADJUSTABLE EYEGLASS DISPLAY SHELF" callout) | AE | Shelves and edge banding to be black melamine. | |||||
| 3. I can find hardware for 1/4" tempered glass. (Pointing to 5/8" measured glass thickness) | AE | 1/4" tempered glass is acceptable | |||||
| 4. Hardware? (Pointing to sliding door hardware of cabinet) | AE | BEST sliding door lock item #446N12 | |||||
| 27 | 4/20/26 | A8.2.2 | Should cabinets be locked? Specs don’t call for it, however some cabinets on elevations show it. Some show locked and not locked cabinets on the same elevations (see54/A8.2.2) | AE | Some casework is to be locked while other is not. Refer to elevations for lock locations. | ||
| 28 | 4/20/26 | A9.9.1 | PFS-1100 Public Waiting Elevations (32,48,72/A8.1.3 indicate QTZ-1 bench top and waterfall edges, but section 60/A9.9.1 indicates QTZ-2. Which material should we proceed with? | AE | Use QTZ-1 at this location. | ||
| 29 | 4/20/26 | Can the civil CAD drawings be made available? | COR | No, we recognize that this would assist in performing take offs, but the files are too large and the risk to the designer is too great for the government to share these documents with the public. AE Concurs; after Bid Period access to BIM Models and Backgrounds will be discussed with GC at a later date once all E-Media Disclosure Forms have been signed. | |||
| 30 | 4/20/26 | T5.2 | Sheet T5.2 shows a 24-strand single mode fiber from Service Entrance room ELC-2079 to the outdoor equipment storage. Where is the equipment storage located for estimating fiber lengths? | AE | Sheet T5.2 indicates 24-strand SM fiber terminates in telecom cabinet located in electrical ELC-2083. See sheet T2.2.1K for location and enlarged plan callout referencing T4.4 / Detail 6. Equipment storage OEH-2405 is adjacent space to electrical ELC-2083. Equipment rack elevation can be found on sheet T4.7 / Detail 5. | ||
| 31 | 4/20/26 | A7.7.1 | Bending engineering stone is not recommended on the reception desk | AE | Manufacturer confirmed design feasibility. All but one location to remain as designed. See Addenda B for updated design. | ERROR:#VALUE! | |
| 32 | 4/20/26 | Specs | MISSING FROM SPECIFICATIONS: |
1. MELAMINE COLOR
| AE | Melamine color to be white. Confirm all edges are covered. | ||||
| 2. DOOR & DRAWER PULLS (DISCRIPTION ONLY). | AE | See Spec 064116 2.4C | |||
| 3. DRAWER GLIDES (DISCRIPTION ONLY) | AE | See Spec 064116 2.4G (Slides) Comply with description | |||
| STAY CLOSED? SOFT CLOSE, SELF CLOSE? | AE | Soft Close | |||
| 4. EDGE BANDING | AE | Edge banding to match laminate finish | |||
| 33 | 4/20/26 | Can the BIM model be made available for bidders to reference? | COR | No, we recognize that this would assist in performing take offs, but the files are too large and the risk to the designer is too great for the government to share these documents with the public. AE Concurs; after Bid Period access to BIM Models and Backgrounds will be discussed with GC at a later date once all E-Media Disclosure Forms have been signed. | |
| 34 | 4/20/26 | BP1 Civil Hospital, Starting at C4.13 | The print shows a Manholes but calls out a catch basin. How do I bid it? | AE | Please bid per the construction notes on the plans. |
| 35 | 4/20/26 | BP1 Civil Hospital, C4.14 | The curb inlet CB is 36” ID, the pipe is 36” but the CB is at such a angle there is not enough room for the pipe. |
We can make it work by pouring a bottom first, then setting a riser on top. Is that how I should bid it?
| AE | There are no catch basin sizes called out in the plans. Confirm based on manufacturer specifications, or MAG details what size inlets are needed, based on the referenced construction note. Means and methods of installation cannot be answered by the design team. | |||||
| 36 | 4/20/26 | BP1 Civil Hospital, C4.16 | Do I bid all the catch basins as called out being a 2’ X 3’ or are the smaller ones going to be something else? | AE | Please bid per the construction notes on the plans. | |
| 37 | 4/20/26 | BP1 Civil Hospital, C4.17 | The MAG spec is for a 48” MH but the pipe is 48”. Do I just increase the MH to a 60”? That would be for all the 42” pipe also. | |||
| Also, all the MHs are calling for a grated lid. Is that what should be bid. They cost more. | AE | The referenced MAG detail is for pipes 48" and smaller, as this is a 48" pipe, the MAG 520detail would apply. Please bid what is called out in the construction notes | ||||
| 38 | 4/20/26 | BP1 Civil Hospital, C4.18 | The CBs are a MAG 532 with a sidewalk top, could we do a double MAG 534 curb inlet? | AE | Please bid per the construction notes on the plans. | |
| 39 | 4/20/26 | BP1 Civil Hospital, C4.21 | Drawing show a MAG 535 double but a single is called for. | AE | The inlet at station 0+83 is intended to be a double 535 inlet | |
| 40 | 4/20/26 | BP1 Civil Hospital, C4.22 | Again small pipe with 2X3 CB. | AE | Please bid per the construction notes on the plans. | |
| 41 | 4/20/26 | BP1 Civil Hospital, C4.08 | Shows double CBs but calls for singles | AE | Please provide a double curb inlet. | |
| 42 | 4/23/26 | I have been combing through the plans online and am unable to find the wayfinding sign package. Can you please help point me in the right direction for this? | COR | The wayfinding drawing set is called “BP1_18_WAYFINDING_IHS-Whiteriver-Hospital_FINAL-CD”. AE Concurs | ||
| 43 | 4/23/26 | Are the manufacturers listed in the specs the only manufacturers allowed to bid that particular equipment or will other manufacturers be allowed as long as it meets schedule and specifications? | COR | 1. In general, yes, other manufacturers are allowed to bid the equipment. The manufacturers just have to meet the requirements of the specs. Look for language such as “or equal” or “but are not limited to” in the manufacturer section. For clarity, the manufacturers listed meet the intent of the design. Any other manufacturer that meets the specifications and are similar in form and function to those listed are acceptable. |
2. There are some exceptions to this, which do not include language such as “or equal” or “but are not limited to” in the manufacturer section. For example (not an exhaustive list):
a. The IT equipment is specifically required by the Area IT department. These are things like the wireless access points, servers, switches, etc. which have specific functionality and compatibility which they need to be operationally efficient.
b. Some medical equipment has to meet specific requirements, for example:
I. The medical gas port connections are specific to the systems they are currently using. This is necessary for compatibility with the medical gas system they use for all their medical gas connected equipment. Each type of gas connect has a specific shape that makes in virtually impossible to connect a given device to the wrong port. This is a patient safety issue.
ii. Some equipment has to communicate via a specific protocol to it can function with other IHS systems.
c. Camera systems and access control systems are specified for compatibility with other systems used across the Area. This is specifically necessary for the Pharmacy CCTV system.
d. The Building Automated System (BAS), must be Automated Logic. The Phoenix Area uses this system exclusively because there is an area-wide server which communicates with all controllers and staff are able to program and control equipment through this area wide system. If another manufacturer was used, this functionality would be degraded.
44 4/23/26 Medical Equipment I'm working with multiple manufacturers responding to the Whiteriver project RFPs for medical equipment. I haven't been able to locate or get a response regarding Bill To and Ship To addresses for equipment, such as medical supply carts. Can you please provide that information? COR Owner furnished medical equipment:
1. Owner furnished medical equipment is not delivered or billed under this contract.
2. Bill To and Ship To addresses for, owner furnished medical equipment will be included in the solicitation for these contracts.
3. I think the medical supply carts are owner furnished equipment Contractor furnished medical equipment:
1. Delivery of contractor furnished medical equipment, which is included in this contract, will be arranged by and with the GC. The GC may want to deliver it to the hospital site (200 W Hospital Way, Whiteriver, AZ), but that needs to be done in accordance with section 016000 of the specs, or the GC might want to deliver it to a warehouse for storage until such time that they are delivered to the site. That will be entirely up to the GC.
2. Billing for the contractor furnished medical equipment will be to the GC or their sub as they arrange.
45 4/23/26 Do equals need to be approved before bid submission? COR 1. Per H.17 of the solicitation, “Contractor proposed equivalents shall be submitted for review after award as a Request for Information (RFI). Proposed equivalents will not be reviewed during the solicitation period.”
2. Per Spec Section 016000-2.1.A.6 “Or Equal: For products specified by name and accompanied by the term "or equal," "or approved equal," or "or approved," or "or approved comparable product," comply with requirements in "Comparable Products" Article to obtain approval for use of an unnamed product.
a. Submit additional documentation required by Architect in order to establish equivalency of proposed products. Unless otherwise indicated, evaluation of "or equal" product status is by the Architect, whose determination is final.” AE Concurs
| 46 | 4/23/26 | BP1 Civil Hospital, C4.05B | In Civil Plans, C4.05B is missing from the Phase 2 Grading & Drainage Plan. It appears C4.05 from the Phase 1 Grading & Drainage Plan was used instead. Please advise. | AE | Sheet C4.05B will be provided as part of Addendum B |
| 47 | 4/23/26 | BP1 Arch A1.2.1 | Drawing A1.2.1 (BP-1 Hospital) shows three rolling gates under Keynote 120. Kindly confirm their height. Also, Drawing A1.3.2 provides details, but framing size is not indicated—please advise. | AE | The Rolling Gates are desired to Match the Height of the T.O.Walls - refer to Enlarged Elevations on Sheets 72/A4.4.4 & 72/A4.4.10...confirm with Vendor top track mounting height if required as noted on Detail 53B/A 1.3.2. The Rolling Gate is expected to be engineered & provided by a Gate Manuf. w/ these details represent the desired aesthetic as a BOD. |
| 48 | 4/23/26 | A5.3.3 | Please see comments 20,68/A5.3.3 | AE | To clarify, ACM is the desired Material for the Exterior Wall Panels and Soffits shown in these Details - Typical. |
| 49 | 4/23/26 | A5.6.1 | Please see comments for 042500 C.04 and C.05 | AE | Design Team is open to Bidder's suggestion regarding "Black" Trim pieces to maintaining the desired appearance and strength of material; if GC would like to pursue this method then a Substitution Request should be provided for review / approval. |
| 50 | 4/23/26 | A4.4.1 | Please clarify between ACM, Trespa and K-wall | AE | ACM is the desired Material for the Exterior Wall Panels and Soffits shown in these Exhibits. Will clarify in forthcoming Addendum. |
| 51 | 5/4/26 | 32-9220 | Native Seeding – Seed Mix / Basis of Bid: The landscape plans identify a Pinon Juniper Meadow Mix for native seeding, while Specification Section 329220 references separate Native Grass Seed Mix and Native Forb Seed Mix installations, including phased scheduling requirements under Part 1.7.A.3, 1.7.A.4, and 1.7.A.5. | AE | Seed mix (species composition and PLS) to be fully updated as part of upcoming Addendum C. Use a ratio of 70% Pinon Juniper Grass mix by Western Native Seed (2lb/1000SF) and 30% Pinon Juniper Wildflower mix by Western Native Seed (8oz/1000SF) as temporary basis of design. Spec will be updated as part of upcoming Addendum C to remove any reference to Native Forb Seed Mix. |
| Please confirm the required seed mix basis for bidding and indicate which document governs. | AE | Use seed mix information found on LP100 series drawings. | |||
| a. If separate Native Grass and Native Forb seed mixes are required, please provide species composition, PLS rates, and application rates for each mix. | AE | N/A | |||
| b. If Pinon Juniper Meadow Mix is required, please provide species composition, PLS rates, and application rate for that mix, and clarify whether the two-step installation and maintenance requirements in Section 329220 apply to that single mix. | AE | Two-step installation and maintenance requirements in section 1.7 do not apply and will be removed from spec. Follow maintenance guidelines per section 1.9 and installation guidelines per section 3.3 of updated spec in upcoming Addendum C. | |||
| 52 | 5/4/26 | 32-9220 | Native Seeding – Installation Method: Specification Section 329220, Part 3.1.D identifies hand-broadcasting and drill/drop seeding methods, but does not reference hydroseeding. Please confirm whether hydroseeding is an acceptable installation method for native seed areas. | AE | Hydroseeding is an acceptable installation method for native seed areas where site conditions are not appropriate for drill seeding, and will be added to installation methods section in upcoming Addendum C. Drill seeding is the preferred method. |
| 53 | 5/4/26 | 32-9220 | Native Seeding – Tackifier: Specification Section 329220 requires tackifier product data to be submitted under Part 1.3.A.3 but does not clearly indicate whether tackifier application is required as part of installation. Please confirm whether tackifier is required. If required, provide acceptable products, application rates, and locations. | AE | Tackifier is appropriate to be used at all native seed areas for either hydroseed/mulching or mulching for drill seeding/hand broadcasting. Contractor shall select product for approval by landscape architect per section 1.3.A.3. Application rates of tackifier shall be per manufacturer's recommendation. Updates will be made to spec as part of upcoming Addendum C. |
| 54 | 5/4/26 | 32-9220 | Native Seeding – Straw Mulch: Specification Section 329220 references straw mulch storage in Part 1.6.E but does not clearly require straw mulch application in the execution requirements. Please confirm whether straw mulch is required for native seed areas. If required, provide application rates and locations. | AE | Straw mulch is required to be used in all native seed areas where drill seeding occurs, at a rate of 2 tons per acre. Native seed areas to be hydroseeded will be treated with hydraulically applied straw mulch with tackifier. Spec will be updated with straw mulch installation and application rate updates as part of upcoming Addendum C. |
| 55 | 5/4/26 | 32-9220 | Native Seeding – Seeding Scenario / Basis of Bid: Specification Section 329220 Part 1.7 includes multiple seeding scenarios and installation windows, including spring seeding, dormant seeding, and two-step grass/forb installations. Please identify the required seeding scenario and installation sequence to be used as the basis of bid for this project. | AE | Contractor to install native seed at times of year when climate allows for seed growth and establishment, excluding periods of the year with low temperatures below freezing. Spec will be updated to remove conflicting information from section 1.7 as part of upcoming Addendum C. |
| 56 | 5/4/26 | 32-9220 | Imported Topsoil: Please confirm imported topsoil is required. If so, please confirm the depth because the plans specify a different depth than the specifications for native seed areas. | AE | Imported topsoil is required: 36" deep at each tree location, to a width of 2x the installed tree canopy, 24" deep at each container plant location, to a width of 2x the rootball, and 12" deep at native seed locations on cut slopes. Soil testing per Specification 32 91 00 Soil Preparation (Topsoil) to determine need for application of recommended micronutrients to site soils to promote baseline soil health for plant and seed germination. |
| A. Note 1 under the top-dress / dust control legend on the landscape plans calls for 2’-3’ of imported topsoil in all landscape areas. | AE | N/A | |||
| B. Specifications Section 329220 calls for 12” of topsoil for native seed areas. | AE | N/A | |||
| 57 | 5/4/26 | Schedule | Please provide the Owner move duration anticipated between the existing to the new hospital | COR | We anticipate that it will take 3 months for IHS to move from the existing buildings into the new building. This period will begin after final acceptance of phase 1 and will end once IHS have moved all functions, property, and records from the existing buildings. AE Concurs. |
| 58 | 5/4/26 | Earthwork | On the offsite paving civils we downloaded, sheet RD 5.4 is missing. Was it intentionally left out or do you happen to have this sheet? | AE | This sheet was provided in the documents titled "BP1_DWG2026-0305_05_CIVIL_IHS-Whiteriver-ADOT-PLANS_FINAL-CD" Sealed 1/15/26, This sheet was not updated as part of any addenda |
| 59 | 5/4/26 | Kitchen Equipment | Please confirm that the KEC is not to be included in the GC bid? We plan on providing final plumbing, HVAC, and electrical connection of equipment. | AE | The GC should include the items listed as “New – By KEC” on the equipment schedule in their proposal including purchase, installation, coordination, scheduling, and warranty for each of these items. |
Items listed as “By Med. Eq. Vendor – NIKEC” or “New – By Owner’s Vendor – NIPS” will be purchased by a separate vendor, but the GC will connect plumbing, HVAC, and electrical as needed for these items.
| 60 | 5/4/26 | Operable Partitions - Section 102239 Pg 4 - 2.2-B. | The specs state "Panel Operation: Manually operated, continuously hinged panels". See Section 102239 Pg 4 - 2.2-B. | AE | Operable Partition to be manual as per spec section with paired panels hinged together. Will clarify in spec with forthcoming Addendum-C. | |
| Manually operated panels are either single or paired. Continuously hinged panels are motorized (electric), not manually operated. | AE | Please use paired hinged panels. | ||||
| The floorplan as drawn can be either manual or electric. See A2.2.A Computer Training Room TCC-2105A/TCC-2105B. Please advise. | AE | Please see above responses. | ||||
| 61 | 5/11/26 | BP4 A5.3.1PH Detail 19 | Sheet BP4 A5.3.1PH Detail 19, calls out spec 075423.A01, showing that this roof is to be a TPO roof on the pump house. Spec 075423 is not in the spec book. While sheet A5.0.1 PH R314 shows a PVC roof on the Pump house. Please provide confirmation of what the roof system is to be. Additionally, if it is a TPO roof, please provide the spec. | AE | The Roofing type should be PVC to match the Hospital Flat Roofing material; refer to Roofing Assembly "R314" on Sheet A5.0.1 PH...Will correct the Detail Keynote on 19/A5.3.1 PH. | |
| 62 | 5/11/26 | Fireproofing | 1. Does the steel supporting the helipad on the project require fireproofing? | AE | Yes, this Steel will need Intumescent Paint to provide the Fire-Resistive Rating. Per NFPA 418 Section 7.2, "Main structural support members that could be exposed to a fuel spill shall be made fire resistant using listed materials and methods to provide a fire-resistance rating of not less than 2-hours". It should also be noted that the Rooftop Heliport Design is listed as a Deferred Submittal. | ERROR:#VALUE! |
| 63 | 5/11/26 | Fireproofing | 2. There are a lot of concrete roof structures supporting pavers or green roofs on this project. Are any of these concrete roofs considered future floors that need to be fireproofed as a floor now to be ready for future expansion? | AE | There is no plans for Future Expansion at the Green Roof / Roof Terrace Areas. However, Green Roofs and Patio/Terrace areas shall be considered a Floor for purposes of steel fire rating requirements. Essentially any rooftop with a Live Load greater than 20 psf (per Structural Design Load Key Plans on sheets S2.0.1 and S2.0.2) is a Floor not a Roof. | |
| 64 | 5/11/26 | A5.3.5 Detail 68 | 3. A5.3.5 Detail 68 shows not only the main beams and columns receiving intumescent fireproofing at the roof terrace canopy but also shows all the HSS2x2x1/4 receiving intumescent fireproofing. I just want to make sure the HSS2x2x1/4” members do receive intumescent fireproofing? | AE | Correct only the Primary Structure Requires Intumescent; although those infill / shading members should match the color. |
Refer to Sheet G2.0.0 "Project Code Summary" - "Minimum Fire-Resistive Requirements"...Type IB Construction Requires all Primary Structural Frame = 2HR and Floor Construction/Secondary Members = 2HR; Roof Construction/Secondary Members = 1HR.
65 5/11/26 Fireproofing 4. Enlarged Exterior Building Elevations shows intumescent fireproofing (per keynote A415) on specific exterior columns, but not all columns. Are we to assume this note is typical and all columns marked in snip below (and some you cannot see but are in similar locations) receive intumescent fireproofing? When you look at the floor plans, some of the columns appear to be wrapped, and would not be exposed, allowing them to be fireproofing with spray applied fireproofing. AE Correct, all exposed steel columns / members will require intumescent paint; anything behind a column wrap / fur-out could be fireproofing with spray applied fire-proofing.
Refer to Sheet G2.0.0 "Project Code Summary" - "Minimum Fire-Resistive Requirements"...Type IB Construction Requires all Primary Structural Frame = 2HR and Floor Construction/Secondary Members = 2HR; Roof Construction/Secondary Members = 1HR.
| 66 | 5/11/26 | Fireproofing | 5. Besides the columns listed in our question 4 and the roof terraces canopies on levels three and four, are there any other areas that require intumescent fireproofing on this project? | AE | Loading Dock Canopies; again all exposed steel columns / members will require intumescent paint; anything behind a column wrap / fur-out could be fireproofing with spray applied fire-proofing. | |
| 67 | 5/11/26 | Sheet AQ7.1 | Sheet AQ7.1 in the Corridor Lab-1202 there are (3) cabinets/lockers that are not elevated. Please confirm the cabinets/lockers are by others or provide elevation/details. See attached snapshot. | AE | These are lockers and to be owner furnished FF&E - available upon request after award | ERROR:#VALUE! |
| 68 | 5/11/26 | Sheet AQ7.1 | Sheet AQ7.1 at Reception Lab-1201 there appears to be a reception/surround. Please confirm the reception/surround is furniture by others or provide elevation/details with finishes | AE | Please see sheet A7.7.2 for reception desk design information. | ERROR:#VALUE! |
| 69 | 5/15/26 | N/A | We’ve had a difficult time contacting and obtaining a response from the Electric Utility and Water Resources/Water Utility. Can you help identify specific contact information for them? | COR | Contact Information for Navopache Electric Cooperative |
NEC Engineering Technician (designer) •Danny Shurter •(928)-368-1221 •(928) 368-5118 Ext 221 •dshurter@navopache.org NEC Energy Services (accounts and permits) •Sam Lambert •(928) 368-5118 Ext 191 •slambert@navopache.org
COR Contact Information for WMAT Water Resources Surface Water – For water pumped from the river •Shawn Parker •(928) 940-0439 Contact Information for WMAT Tribal Utility Authority Potable Water – For water from the water main to the construction trailer, or for water from a hydrant •Jimmy Brownfeather •(928) 594-0218
| 70 | 5/15/26 | C4.05B, C4.04B | The latest addendum added Page C4.05B, but not C4.04B, Please provide this page | AE | Per the key map sheet C4.04B is purposely omitted. |
| 71 | 5/15/26 | A9.2.4 | 1. Top of wall framing details on A9.2.4 show deep leg deflection track with a nested runner track. Specs list deflection track as an option but aren't shown in the architectural drawings. Can slotted slip track be used ILO of the nested system shown A9.2.4? | AE | Nested is preferred as scheduled and indicated on the Plans for Fire-Resistive and Acoustical Partitions per the Details on A9.2.4. Although the Design Team is open to exploring the Nested vs Slotted if the GC chooses to submit a "Substitution Request." |
| 72 | 5/15/26 | N/A | 2. Is there a physicist's report or information available for the lead board requirements? | AE | Not at this time, the Physicist Report will need to be ordered once all Medical Equipment Vendors are on board to provide Project "Site Specific Drawings" based on their Equipment. |
| 73 | 5/15/26 | detail 22/A5.2.4, detail 40/A5.2.6 | 3. Should we be carrying pricing for the Mullion Mate Plus-2, shown in detail 22/A5.2.4 or will this be part of the curtain wall scope? | AE | Mullion Mate is generally considered an Accessory to the Curtainwall/Window System not a component apart of the System itself. |
| Same question for Mullion Mate Pro-5.5, shown in detail 40/A5.2.6? | AE | Mullion Mate is generally considered an Accessory to the Curtainwall/Window System not a component apart of the System itself. | |||
| 74 | 5/15/26 | A2.1.B, A5.0.10, detail 72/A4.2.1, A1.2.9, A2.1.E, detail 70/A4.3.10 | 4. Wall type B041 is shown in Corridor, COR-1016 on A2.1.B. This wall type shown on A5.0.10 does not match what is shown in the cut 72/A4.2.1 and page A1.2.9. Another example is on page A2.1.E and shown in detail 70/A4.3.10. Please advise the design intent for the wall type and finish for B041. | AE | To clarify, note that the "Tunnel condition" shown in the referenced Details will need to meet the "Continuous Insulation" requirements per IECC 2024 (ref. Section C402.2.5); therefore Detail 23/A5.1.1 represents the Wall so that the Insulation meets the insulated Tunnel Roof/Lid. Otherwise for Levels (below grade) the default below grade Wall Type is B041 as noted. For Finish, refer to Detail 27/A5.1.1 for Foundation Transition Below Grade to Above Grade. |
| 75 | 5/15/26 | A5.0.10, A5.0.11 | 5. Wall types A011 and A022 detail exterior sheathing 061600.A00. Please advise how this should be finished if correct. If sheathing is listed in error, please provide desired material and finish at these locations. | AE | Will revise; Interior condition should be 092900.A01 Gypsum Board, 5/8". |
| 76 | 5/15/26 | A5.0.10, A5.0.11 | 6. At the interior side of partitions, A011, A022, and B041- should we be carrying pricing for the polystyrene board insulation supply and install? | AE | Correct |
| 77 | 5/15/26 | Stair 1001 | 1. Please confirm that "Precast Top-Set" Terrazzo Base is everywhere outside of the restrooms (which have cove base). |
| It appears that everything is indicated as IB (integral base). The only area that is silent is stair 1001. | AE | Locations with terrazzo floor to have integral terrazzo base are noted with notation "IB" on finish plans. Stair 1 room to receive IB on plan north wall only. Actual stair to be integral color pre cast concrete treads and landings and perforated metal toe riser, painted to match stair structure. | ||||
| 78 | not used | not used | not used | not used | not used | |
| 79 | 5/15/26 | Details 71,72/AI1.1.1 | 3. Please confirm that the Epoxy Terrazzo is 3/8" thick. The plan details vary from 3/8" to 3/4" thick. | AE | Epoxy Terrazzo to be 3/8" thick | |
| 80 | 5/15/26 | Detail 40/A6.2.3 | 4. Please provide Terrazzo Stair details (i.e. thickness, tread or tread/riser, etc.) I couldn’t find details for the Terrazzo stair treads. There would typically be a detail referenced in detail 40/A6.2.3. | AE | Stair tread to be integral color pre cast concrete treads and landings, stair riser to be perforated metal toe riser, painted to match stair structure. Refer to detail 56 on Sheet A6.2.4 | |
| 81 | 5/15/26 | N/A | We assume that the hospital will provide badges for the construction staff at no charge. Please provide a cost per person if there is a charge? | COR/AE | No, badges for construction staff are provided by the contractor. See Specification 011000-1.11.F. | |
| 82 | 5/15/26 | PV Energy System | What site lighting needs to be included in the base if the PV system is not added to the project scope | AE | Will address this in a forthcoming Addendum. | |
| 83 | 5/15/26 | Cathodic Protection | Note – 23 11 26 refers to section 13 47 13 Cathodic Protection. It does not appear that this spec section has been included in the bid docs. Please clarify if needed? | AE | Disregard section 3.10 item 'L'. Per NFPA 58, cathodic protection is not required for above ground tanks. Spec to be revised in upcoming addendum. | |
| 84 | 5/15/26 | T1.1.1, T1.2.1, T5.0 | Site ICT Infrastructure (Site Layout T1.1.1, T1.2.1 vs Riser Diagram T5.0) | |||
| a. We assume that we will utilize existing pathway between MH-008 & SSB Bldg. | AE | Confirmed. | ||||
| b. Quantity of Conduits between MH-008 and MH-001 are conflicting. |
i. T1.1.1 & T1.2.1 shows 4-4”
| ii. T5.0 shows 8-4” | AE | Building riser T5.0 is accurate. Site plans will be revised accordingly. | |
| c. Quantity of Conduits between MH-009 and ELC-2079 |
i. T T1.1.1 & T1.2.1 shows 4-4”
| ii. T5.0 shows 8-4” | AE | Building riser T5.0 is accurate. Site plans will be revised accordingly. | |
| d. Quantity of Conduits between MH-007 and ELC-1015 |
i. T T1.1.1 & T1.2.1 shows 4-4”
| ii. T5.0 shows 8-4” | AE | Building riser T5.0 is accurate. Site plans will be revised accordingly. | |||||
| 85 | 5/18/26 | BP2 S-4 | A 12"x8" aluminum beam is not a common member size. Please provide the weight per foot of this member or confirm if a 12"x7" is acceptable? | AE | 12"x7" aluminum beam is acceptable. | ||
| 86 | 5/18/26 | BP5 CW1.03 | Sheet note 2 calls for a "removable siding & girts (no x-bracing) entry point". Please confirm that the existing building sheeting, girts, and insulation was designed to be removable at this location and that no new materials will need to be provided to restore to original condition. | AE | Refer to the snips of the original design plans, included at right, for reference. No new materials are anticipated beyond what is needed to restore the wall to existing conditions (sealant, touch-up paint, fasteners, caulking, etc.). Contractor to confirm at the start of the project if existing conditions differ from record drawings. | ERROR:#VALUE! | |
| 87 | 5/18/26 | The details are calling for 6 Guage Wire to be woven into a 1" Diamond, because of the size of the wire, it’s too thick to be woven into a diamond pattern that small. The smallest they can weave it is 1 3/4". However, they can take a standard 9g wire and weave it into the 1" diamond pattern they are asking for. I directed them to price it using 9 Gauge wire in a 1" diamond pattern, and told them I would get clarification from the GC or owner. |
| My recommendation would be 9 Gauge wire woven into the 1" diamond pattern, will this be acceptable? Or should an RFI be sent at this point? | AE | 9 gauge wire is acceptable, detail 5/LS5.0.3 will be updated in Addendum D. | ||||
| 88 | 5/18/26 | Dwg. E1.2.P1, E1.2.P2, Spec. 012300 - Options (Section 3.1 F (1 & 2)) | Please confirm additive option No.6 is to be a lump sum, inclusive of Photovoltaic System and Video Surveillance Systems. All references in items 1 & 2 specifically pertain to the Video & Surveillance scope of work. | AE | Response expected on Tuesday, 5/26 | |
| 89 | 5/18/26 | Dwg. E1.2.P1, E1.2.P2, E6.03 | Is Additive Alternate No. 6 to include PV-DPA, DPB, DPC & DPD, PV Microgrid Control panel and all related monitoring/control wiring? |
| Note - If Additive Alt No. 6 is not taken at time of award, electrical design revisions will be required. | AE | Response expected on Tuesday, 5/26 | ||||
| 90 | 5/18/26 | Dwg. T1.1.1 , T1.2.1 & T5.0 | BP1 & BP4 packages site drawings do not show conduit infrastructure feeding the pump house. Please confirm BP1 will require 4-4" c from MH-005 & 4-4" from MH-006 as shown on riser diagram T5.0 | AE | Confirmed T5.0 is accurate. The following sheets will be revised in a future addendum. (BP1 - T1.1.1, T1.2.1. BP4 - T2.1.1 detail 1, T4.0 detail 1, T5.0 details 1, 2, 3) | |
| 91 | 5/18/26 | BP1_11 Fire Alarm, Spec. 28 31 11 | Please provide as-built information for existing campus notifier system. | |||
| 28 31 11 (Part 2 - 2.1F) requires system to be networked and report to control room SEC-2146 | AE | Response expected on Tuesday, 5/26 | ||||
| 92 | 5/18/26 | E7.1 Equip. Schedule & BP1_14 | Please confirm that FSD-1-A1 thru FSD-5-D1 (Qty of 15) are the only dampers that require 120v power | AE | Response expected on Tuesday, 5/26 | |
| 93 | 5/18/26 | E5.5.1 One-Line Diagram SES-E | Drawing states One-Line Diagram SES-E 1 of 2. There is not a drawing 2 in the bid package. Please confirm that there is only 1 One-Line Diagram drawing for SES-E | AE | Response expected on Tuesday, 5/26 | |
| 94 | 5/14/26 | Mechanical Controls | Item #1. While reviewing the prints it was noticed that the quantity defined chilled beam zones do not match the quantity of the VAVs that feed those zones. Please provide the correct number of chilled beam zones. | AE | There is one vav box per chilled beam zone. There are other vav boxes on those air handlers that only serve diffusers. Provide quantity of chilled beam zone vavs and diffuser zone vavs as indicated on the plans and schedules. | |
| 95 | Item #2. Typically, the chilled beams in each zone are controlled by a single set of valves. The piping prints do not conform to this. Do we need to add control valves to every chilled beam? This will increase the costs substantially. | AE | Provide one set of control valves per chilled beam zone. Refer to detail 62 on sheet M6.5. | |||
| 96 | Item #3. Typically, the chilled beams in each zone are controlled a monitored by a single condensate sensor. Will you require a condensate sensor on each chilled beam? This will increase the costs substantially. | AE | Provide one condensate sensor per chilled beam zone. | |||
| 97 | 5/20/26 | Medical Equipment Procurement | For the medical equipment evaluations and procurement who is handling the below equipment? |
-IT workstations (charting stations) such as WOW carts and Wall arms -Mounting solutions for vital sign monitors and anesthesia machines -Diagnostic tools such as oto/othal scopes, aneroids, thermometers, etc.
| -Headwall and general patient room accessories | COR | See the list of Contractor Furnished Contractor Installed (CFCI), Owner Furnished Contractor Installed (OFCI), and Owner Furnished Owner Installed (OFOI) in specification sections 011000, 117000, 117311. The entire list is also provided in the MS Excel file included in the “Design Reports” Zip file. | ||||
| 98 | 5/20/26 | Architectural | Upon reviewing the project documents, we found that the current plans do not specify the dimensions or surface areas for the Quartz and Solid Surface applications. Could you please provide any updated drawings or additional information that might assist us in finalizing our bid? | COR | See Sheets A7.0.1 through A7.7.20. If the information on these sheets is insufficient, please be more specific about the reference documents and submit an additional RFI. | |
| 99 | 5/18/26 | BP2 - WR WWTP | 1. The main plan set required plywood installed deck high in IDF rooms. Is there a plywood requirement we should be carrying costs for in IDF room for this building? | AE | ||
| 2. Wall type A883 on page A5.0.10 shows mold resistant gyp to 8' AFF. Is this hung on PEMB framing by others or do we need to provide studs at these locations? | AE | |||||
| 3. Are there any additional locations other than the interior wall types shown on A2.1.1, between grid lines 2 & 3, that we need to provide framing and/or gyp at? | AE | |||||
| 4. Do we need to carry costs for door frame installation at locations other than where our metal stud framing occurs? | AE | |||||
| 100 | 5/18/26 | BP3 - Hon-Dah WWTP | 1. The main plan set required plywood installed deck high in IDF rooms. Is there a plywood requirement we should be carrying costs for in IDF room for this building? | AE | ||
| 2. Wall type A883 on page A5.0.10 shows mold resistant gyp to 8' AFF. Is this hung on PEMB framing by others or do we need to provide studs at these locations? | AE | |||||
| 3. Do we need to carry costs for door frame installation at locations other than where our metal stud framing occurs? | AE | |||||
| 4. In the attached screenshot, the firewall shown on page right in Chemical 1003, please advise if we need to provide coverage at this location. Also, please advise if additional coverage is required on that wall, to the north, or other locations not colored with takeoff. | AE | |||||
| 101 | 5/20/26 | Signage | #1 On the exterior signs. Sign Type A.06 is shown on the quantity list as having 5 sets, however the Detail drawings and location drawings only show 4. Please confirm that only 4 are needed. | AE | ||
| #2 Same as number 1 above. Sign type A07.1 list a quantity of 5 however only 3 are shown in details and location drawings. Please confirm only 3 are needed. | AE | |||||
| #3 The Signage Specifications 101400 Part 3.2 discusses Demolition, however I do not see any demolition for us on this project. Can you clarify? | AE | |||||
| COR | ||||||
| 102 | 5/20/26 | P7.1.PH | Please provide specification for Plumbing Equipment Sodium Hypochlorite Injection Skid listed on sheet P7.1.PH. | AE | ||
| 103 | 5/20/26 | AI1.1.0 | Please confirm if the PEMB structural framing will require a final field applied paint system, a field applied high performance system, or if the primer system will be the final coat. | AE | ||
| 104 | 5/20/26 | AI1.1.0 | Plans indicate RP-11 finish in several areas of the Architectural drawings. However, the Finish schedule indicates that RP-11 is "NOT USED". What is the specified finish for RP-11? | AE | ||
| 105 | 5/20/26 | A5.2.7 | What is the spec of the Longboard material shown in 72/A5.2.7? | AE | ||
| 106 | 5/20/26 | AQ.03 | There is a water purification system indicated in the casework drawings. However, there is no spec for a water purification system. Is the Water purification system by others? | AE | ||
| 107 | 5/20/26 | AI2.2.1C | What is the handrail type at the floor opening adjacent to the Won Door (Smoke)? | AE | ||
| 108 | 5/20/26 | 30/A6.1.1 | There are many Steel Column Round Metal Panel Covers shown in the drawings. One is labeled MCC-1. Will all Round column covers be MCC-1? | AE |
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