B250 RFI Log (3-21-2024).xlsx

XLSX spreadsheet 41 KB Posted

Attached to
142 WG Repair B250 Construction Federal contract opportunity
Solicitation number
W50S8Y24B0002
Issued by
Department of the Army Oregon Army National Guard

About this file

This document is a Request for Information (RFI) Log related to a federal contract opportunity for the repair of Building 250 at the 142nd Wing, Oregon Air National Guard in Portland, OR. The RFI Log contains questions and responses from various stakeholders on topics such as site conditions, permit requirements, hazardous materials, structural repairs, roofing, and building systems. Key details include:

The RFI Log covers a variety of technical and administrative topics for the repair of Building 250. Questions address items like the extent of concrete repairs, details on the fall arrest system, locations of liquid leak detection, and the status of existing utility services. Responses provide clarification on sole-source equipment, hazardous materials, environmental permit requirements, and other project details. The responses indicate that some additional information will be provided in forthcoming amendments to the solicitation. Overall, the RFI Log demonstrates an open dialogue between the government and potential bidders to ensure a thorough understanding of the project scope and requirements.

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Sheet1

Request for Information Log
RFI#StatusRequest DescriptionDate ReceivedAssigned ToResponseDate Responded
1ClosedPlease confirm that all work at the Portland Air National Guard Base is conducted on federal land and no work issued by your agency is performed on land owned by the State of Oregon.29-Feb-2024CESYes21-Mar-2024
2OpenThere is a spec section in the table of contents, 07 54 19 for PVC roofing, but we are not seeing any in the plans. Is this spec applicable to this project and if so, where?29-Feb-2024A&E Firm
3OpenThere is a spec section in the table of contents, 08 60 45 for Translucent Panels (windows & skylights discussed), but we are not seeing any translucent panels in the plans. Is this spec applicable to this project and if so, where are these items and sizes?29-Feb-2024A&E Firm
4ClosedThere is a spec section in the table of contents, 32 31 13 for Chain Link Fences and Gates, but we are not seeing any in the plans. Is this spec applicable to this project and if so, where?29-Feb-2024CESPlease see updated drawings (Rev 1).21-Mar-2024
5ClosedIs this project subject to Sole Source for DDC Controls and Fire Alarm/Detection System providers? If so, can you provide that information?4-Mar-2024CESYes. DDC Controls - Automated Logic, Fire Alarm/Detection System - Monaco, Advantor - Security21-Mar-2024
6Closed01 11 00 – 1.3.2 AT Level Training. Will this training be required of all trade workers onsite and if so, is it available online or in-person only?4-Mar-2024CESYes. Complete it online at https://jkodirect.jten.mil/Atlas2/page/login/Login.jsf or https://jko.jten.mil/courses/AT-level1/launch.html.21-Mar-2024
7Closed01 11 00 - 1.4 - Please confirm if the building will be occupied during construction?4-Mar-2024CESThe building will not be occupied during the performance of work21-Mar-2024
8Closed01 11 00- 1.6 – On site permits. If permit fees are associated with any of the onsite permits, can the Gov’t provide a fee schedule to Contractors to price accordingly?4-Mar-2024CESNo. Please refer to attachment A for all applicable Environmental permits and FAA permits.21-Mar-2024
9Closed01 11 00- 1.6.1 – Indicates contractors to provide asbestos survey? Is this still a requirement or can contractors rely on the 2021 Asbestos Survey included in the bid solicitation documents?4-Mar-2024CESThe contractor should not solely rely on the asbestos survey conducted by the Government on 2021. Additional testing may be performed if asbestos presence is suspected.21-Mar-2024
10Closed01 11 00 – 1.8 - Please confirm the gov’t would like all existing ceiling tile to be salvaged, not removed, along with the cypher lock in Room 86? If so, will the Contractor be required to store the salvaged material or immediately hand over to the Government?4-Mar-2024CESAll non-damaged ceiling tiles and cypher lock (Room 86) shall be salvaged and off-loaded in a storage area designated by the Government.21-Mar-2024
11Closed01 32 16 -1.5 Requires contractors to complete the Contractor Manpower Reporting for this project. However, the website listed appears to be inaccessible. Please advise.4-Mar-2024ContractingThis application no longer exists and does not apply.21-Mar-2024
12Closed01 35 13 – 3.1.2 – Schedule of Work and Aircraft Operating Schedules. Does the Gov’t anticipate aircraft operating schedules to impact the renovation work schedule for this project? If so, can the Gov’t provide some detail as to the frequency and possible duration of impact?4-Mar-2024CESOther than any unforseen difficulties or emergencies, the Government does not anticipate any impact or disruption of contractor's work schedule.21-Mar-2024
13Closed01 35 13 – Is the location of the project site subject to the requirements outlined for Airfield Obstruction Lighting, Daytime & Nighttime Markings? Please confirm.4-Mar-2024CESPlease refer to FAA regulations for additional guidance.21-Mar-2024
14Closed01 35 40 – Is the Environmental Manager required to be onsite, fulltime for the duration of the project? Can the Environmental Manager dual hat their role on this project?4-Mar-2024CESNo. The Environmental Manager (EM) does not have to be on site at all times but must be responsible for implementing all duties specified in Div 01 35 26 – 1.5.1. The contractor is not prohibited from assigning an additional role to their assigned EM.21-Mar-2024
15Closed01 45 00 – 3.4.3 Please confirm additional QC Specialists are required, in addition to the on-site QC Manager.4-Mar-2024CESYes21-Mar-2024
16Closed01 45 35 – 2.1 Please confirm that additional special inspections are required for steel fabrication, even though AISC fabrication certification is required in 05 12 00.4-Mar-2024CESYes21-Mar-2024
17Closed01 50 00- 3.2.2 – Payment for Utility Services. Will existing utility services be available for contractor use during construction? Please provide information regarding contractor payment/fees for use of utilities.4-Mar-2024CES01 50 00 only applies to temporary facilities. Utilities shall not be made available to the contractor.21-Mar-2024
18Closed01 50 00 – 3.4 – Please confirm contractor is to provide a Government Field Office, as specified, in addition to the Temporary Sanitary Trailer noted on Dwg C-005.4-Mar-2024CESNo. The contractor shall only provide a stand-alone environmental decontamination shower trailer as indicated in drawing C-005.21-Mar-2024
19ClosedTemporary Sanitary Trailer Dwg C-005. Is the Contractor responsible for regular cleaning of this trailer or will the Gov’t be responsible for regular cleaning?4-Mar-2024CESGovernment will be responsible for cleaning as stated in Drawing C-005, General Notes "Base to maintain trailer thru the duration of the project".21-Mar-2024
20Closed01 57 19 – How is required to have the EMS Training? Is this training provided by the Government?4-Mar-2024CESPlease refer to 01 57 19 (Attachment A). The contractor shall obtain the base EMS policy letter from this web site: http://www.142fw.ang.af.mil/resources/
and require all contractor personnel associated with this project to read it. The contractor shall submit a record to the contracting officer stating that all personnel associated with this contract (general and subcontractors) have read the EMS policy.21-Mar-2024
21Closed01 57 19 – 3.5.6 – Please confirm that EPA certifications are required for HVAC Technicians working on this project.4-Mar-2024CESYes21-Mar-2024
22Closed01 57 19 Attachment A – States that this project requires a 1200-C permit as it is part of a 4 project ‘Common Plan of Development. Does the Government currently have a 1200-C permit, and will the successful contractor be an operator under this existing permit? If the 1200-C permit does not currently exist, will the successful contractor be responsible for applying for the 1200-C permit on behalf of all 4 projects? Please advise regarding the 1200-C permit process and requirements of this project.4-Mar-2024CESThis requirement has now been deleted in the specifications because this project does not disturb 1 acre or more of construction area. Updated specifications will be posted on a later date.21-Mar-2024
23Closed01 57 19 Attachment A 1.5.9 – Is an Asbestos Survey still required to be provided by the Contractor or will the 2021 Asbestos Survey provided in the solicitation be relied on to comply with this requirement?4-Mar-2024CESThe contractor should not solely rely on the asbestos survey conducted by the Government on 2021. Additional testing may be performed if asbestos presence is suspected.21-Mar-2024
24Closed01 57 19 Attachment A 1.5.12 – MS4 Permit. Is the project subject to a Port of Portland MS4 Permit? If so, will the government make available the requirements of this permit?4-Mar-2024CESThe threshold for requiring a MS4 permit is introducing at least 500 square feet of impervious surface area. It appears that this project will not exceed this threshold.21-Mar-2024
25Closed01 57 19 Attachment A 1.5.14 – Please confirm applicability to this specific project.4-Mar-2024CESThis project does not exceed the 5,000 square addition of impervious surface area. Updated specifications will be posted on a later date.21-Mar-2024
26Closed01 57 19 Attachment A 1.5.16 – Please confirm contractor is required to seek DEQ approval and an “AQ104 Notice of Intent to Construct”4-Mar-2024CESDEQ permit will be required.21-Mar-2024
27ClosedCan an area inside the hanger be developed as an office for the Government construction manager in lieu of an office trailer?4-Mar-2024CESThe Government does not require an additional office for a full-time inspector.21-Mar-2024
28ClosedWhat Permits will the government be providing, and which ones are the contractors responsibility?4-Mar-2024CESSee see responses to RFI #22, #24 and #2521-Mar-2024
29ClosedThe warranty required for the metal roofing section 07-41-13 asks for twenty years with no dollar limits. Can you please provide the language for this warranty?4-Mar-2024CESManufacturer must provide a 20-year warranty on both materials and installation workmanship at no additional cost to the Government21-Mar-2024
30OpenS-111 #6 Please define the total area of concrete to be repaired.4-Mar-2024A&E Firm
31ClosedBesides figuring 400’ as noted on drawing C-005, does the ANG know or have an anticipated route/source for the electrical feed to this trailer? (We assume water and sewer/drainage will need this info also)4-Mar-2024CESThe Government has verified an available 120/208 power source near the designated trailer location21-Mar-2024
32ClosedC-005 It asks to provide a temporary transformer to feed this trailer. Is it the intent to provide a 480V 3 phase feed out to the location and temporary transformer for stepping down to feed trailer or is there another thought?4-Mar-2024CESPlease refer to RFI #31 response.21-Mar-2024
33ClosedSince the feeders/utilities cannot be run underground or suspended above taxi ways, what is the required weight rating needed for protective coverings, for above ground utility feeds, allowing vehicles/aircraft to roll over?4-Mar-2024CESInstall temporary trailer as close as possible to the power source to avoid vehicles from rolling it over.21-Mar-2024
34OpenPer drawing C-101, there are several components for the fuel spill/retention system shown that will require FA monitoring, control, and possible electrical power. The containment tank must be monitored per FA and the diverter values must also be monitored and possibly powered. The operation of these valves can be manual, automatic or combination requiring a variety of wiring. None of this is shown on electrical or FA drawings. Please advise.4-Mar-2024A&E Firm
35ClosedDoes the government have a copy of the last ARC Flash Study that was done on building 250 that you are able to share with us?4-Mar-2024CESNo. The Government does not have a copy of any arc flash study done on B25021-Mar-2024
36ClosedAD111 – Please clarify if the government is expecting the contractor to demolish or salvage the paint booth while removing.4-Mar-2024CESContractor shall demolish the paint booth21-Mar-2024
37ClosedWill the government be able to share what SDS sheets the government maintained onsite for their team working inside the building during normal operations. Anything additional we should anticipate running across during demo work that has not been disclosed in the asbestos/lead report? Please advise.4-Mar-2024CESYes. All available SDS will be provided with the amendment.21-Mar-2024
38OpenHas the government engineering team performed a survey on the steel and generated a report that can be shared, or has the government hired an independent engineer to survey the steel to determined how much of the steel needs to be repaired and repainted? Trying to quantify Keynote 4 found on Sheet S-123. Please advise.4-Mar-2024A&E Firm
39ClosedAD -111 Government is requesting that bath fixtures are reused. Have the fixtures been verified to be leadfree?4-Mar-2024CESNo.21-Mar-2024
40ClosedC-101 Sheet Keynotes #11, #12, and #13 all reference Plan Sheet C-505 and Plan Sheet C-505 is not included in the plans. Please advise.4-Mar-2024ContractingPlease see response to RFI #421-Mar-2024
41ClosedAre the sole source items listed in the pre-solicitation still applicable to the updated solicitation of the project?4-Mar-2024CESDDC Controls - Automated Logic, Fire Alarm/Detection System - Monaco, Advantor - Security21-Mar-2024
42OpenA-601 Please provide Hangar floor marking layout and specifications.4-Mar-2024A&E Firm
43ClosedAD111 Keynote #2 and AD112 Keynote #1, please confirm the extent of “Refurbishment” of the existing lockers to remain.4-Mar-2024CESServicable21-Mar-2024
44ClosedAre existing As-Builts of building 250 available? If so, can those be shared with contractors?4-Mar-2024CESNo21-Mar-2024
45OpenSheet C-504 detail #2 references a 2” conduit with Liquid Leak Detection (LLD).

a. Is Liquid Leak Detection required at the Diversion Valves?

b. Is Liquid Leak Detection required at the Containment Tank? c. Provide the location of the Liquid Leak Detection Control Panel(s). d. If Liquid Leak Detection is required, provide a specification for same.

e. Provide a list of chemicals the Liquid Leak Detection System is to sense.

f. Is the Liquid Leak Detection System to be monitored by the FMCU?4-Mar-2024A&E Firm
46OpenSection 44 41 00. Is the Independent Level Alarm System specified in Section 44 41 00 to be remotely monitored by the FMCU.4-Mar-2024A&E Firm
47OpenSection 44 41 00. Will the providers of the required Diversion Valves and the Independent Level Alarm System(s) provide additional dry Form C contacts to be monitored by the FMCU.4-Mar-2024A&E Firm
48OpenSection 28 31 76. Are the existing Alarm/Trouble/Supervisory contacts within the existing Fire Pump House to be monitored by the FMCU? Provide the quantity of same4-Mar-2024A&E Firm
49OpenSection 28 31 76 para 2.13 Does the manufacturer (Det-tronics) of the sole-sourced RSFACU require a dedicated raceway system to prevent potential sources of EMI/RFI from migrating into the system functions?4-Mar-2024A&E Firm
50OpenSection 28 31 76 para 2.18.3 Textual Display Signs (TDS). Provide locations for TDS4-Mar-2024A&E Firm
51OpenDrawing T401, Sheet Keynote 11 calls for three 2” conduits from ‘existing entrance facility’. Please identify the location of where the ‘existing entrance facility’ is, and if these are to be installed overhead in ceiling area or underground7-Mar-2024A&E Firm
52OpenReference drawing S-110 Keynote 5, ….REPAIR PRECAST PANEL CONNECTIONS. REFER TO 1/S-501.

1. How thick is the existing precast wall? We need this info to provide the correct length bolts.

2. How many wall connection plates will be required?7-Mar-2024A&E Firm
53OpenSheet S-001, under deferred submittals says, “rooftop and hangar bay fall protection systems”. and under the “Fall Protection Systems” column, it only mentions the hangar bay. Do we also need to design, furnish, and install a system above the roof along with the hangar bays (below the roof)? Is the fall protection system for hanger bay only in sector 2 hangar bay or both hangar bays? There is brief mention of a fall protection program in paragraph 3.5 of spec 013526 but this appears to be more of a safety program during construction. Are we designing the structural supports also (or is this to be done by the structural engineer of record)? We need more to go on as to what we are designing for fall protection systems. Is there a spec we can reference? Please advise.11-Mar-2024A&E Firm
54OpenSheets S-121 through S-123, keynote 4 says “repair and repaint structural steel where corrosion present. refer to 09 90 00. only S-123 sheet has one keynote 4 symbol shown pointing to one existing beam. Is it just that one beam? What is the extent of corrosion? Please Advise.11-Mar-2024A&E Firm
55OpenDetail 1/S-501 shows new precast panel joint plates through bolted at “damaged precast connections”. Has the engineer done a study of which locations are damaged and need this repair? Is this all of the panels or should we include a set number of joints to repair with the plates at 3 locations each? How are we to quantify this detail? This same detail also says to repair spalled concrete at (E) plates, this is also not quantifiable at this stage. Please advise.11-Mar-2024A&E Firm
56OpenRegarding Section 10-51-13 Metal Lockers, the specification does not seem to match the drawings. Locker size is confusing. Specifications call for slope top, drawing shows flat top. Specification call for legs, drawings show no legs. Drawing shows drawer under bench; this detail is not in specifications. Please clarify what is needed.11-Mar-2024A&E Firm
57ClosedIs the building going to be occupied during construction or unoccupied?11-Mar-2024CESNo21-Mar-2024
58OpenQuestion: Reference drawing S-122 ROOF FRAMING PLAN – SECTOR 1, KEYNOTE 6, W14X22 FALL ARREST BEAMS CONCEPTUAL LAYOUT:
1.The drawing shows conceptual location of new fall arrest support beams. The drawing includes some diagonal lines that extend

from the new beams to the existing trusses. Are those lines intended to depict some kind of bracing for the fall arrest beams?

2.If please provide details showing materials and connection details.12-Mar-2024A&E Firm
59OpenQuestion: Reference drawing S—001, GENERAL NOTES, DEFERRED SUBMITTAL, NOTE 4:
The second bullet point of Note 4 says that deferred structural submittals are for “rooftop and hangar bay fall protection systems”. Structural drawings call out beam sizes and connection details of structural components of the fall protection system. We interpret the note then to mean only the actual fall protection equipment such as the trolley and retractable lanyard device will require an engineered design. Please verify this is correct.12-Mar-2024A&E Firm
60OpenDoes the Scope of Work within Section 28 31 76 require any programming upgrades to the existking Monaco D-21s located at the Base Fire Station and BDOC?13-Mar-2024A&E Firm
61OpenC-504 Detail #2 – Are the valves in fact line voltage controlled or are they controlled by the existing “Control Panel” with included cabling/wiring to valves?15-Mar-2024A&E Firm
62OpenEG120 and Specification 26 41 00, Can you please verify the LPI requirements of general note K on EG120 as the specifications do not call out for LPI requirements specifically.15-Mar-2024A&E Firm
63OpenS-122 Note 6. Please confirm those are new support beams to be installed for new fall arrest system.15-Mar-2024A&E Firm
64OpenS-122 Note 6 references detail 4/S-530 as a connection detail for fall arrest support beams. Please confirm if this roof opening detail is correct.15-Mar-2024A&E Firm
65OpenS-110 Keynote #7, Please confirm the thickness of the existing concrete slab to be saw cut, removed, and replaced.15-Mar-2024A&E Firm
66OpenC-001 General Site Note #7. Please confirm if the Contractor Lay down area is the only place where Contractor’s vehicles, trailers, and materials can be stored. The defined area is roughly 80’x40’?15-Mar-2024CES
67OpenDivision 05 51 33 Are there any existing ladders that are to be demolished and new fabricated ladders to be installed. There are no notes in the prints that involve this scope of work. Please advise.15-Mar-2024A&E Firm
68OpenA-201 Is the metal panel infill to match the new roofing material or is there another Metal Panel Profile to be installed. Please advise.15-Mar-2024A&E Firm
69OpenA-110 Note D indicates all existing exterior metal doors to prep and paint. Please confirm if this includes the sliding hangar doors as well.15-Mar-2024A&E Firm
70OpenA-117 hall 108 & 115 indicated suspended baffle ceiling system as detailed on 10/A515. However, room finish schedule on A-601 indicates ceilings as existing ACT and exposed ceiling. Please confirm ceiling finish for these hallways.15-Mar-2024A&E Firm
71OpenA-601 Room Finish Schedule indicates to match existing paint for the walls in room 101. Is the intention to paint the walls P1? Please Clarify.15-Mar-2024A&E Firm
72OpenA-601 Room Finish Schedule indicates that no wall finishes are scheduled for rooms 102A, 102B, 103, 118, 119, and 121. Is the intention not to paint these areas? If the walls are to be finished, please provide the finish required.15-Mar-2024A&E Firm
73OpenA-601 Please confirm the ceiling finish for rooms 102A, 102B, and 103.15-Mar-2024A&E Firm
74OpenA-601 Please quantify ceiling finishes for Rooms 101, 102A, 102B, and 103 as it states that Patch/Repair work is only to be done.15-Mar-2024A&E Firm
75ClosedPlease provide specifications for washer and dryer and pedestals needed – no spec given; reference keynote 11 on A-450. Or are these GFCI?15-Mar-2024CESIt is Government Furnished Contractor Installed (GFCI)21-Mar-2024
76ClosedNote 13 on plan drawing sheet C-101 refers to a mechanical enclosure per detail 3 on sheet C-505. We cannot seem to find this sheet in the documents, can you provide please? Maybe this is where the chain link fence is that we have a spec for?15-Mar-2024CESPlease see RFI#4 response.21-Mar-2024
77OpenThere is a spec, 08 33 23, for overhead coiling doors but we are not seeing any new overhead coiling doors on the plans. Is this spec applicable to this project and if so, where are these items and sizes located? We do see where we are removing two overhead coiling doors.15-Mar-2024A&E Firm
78OpenDetail 2/A-520 has a call out for ¼” plate at top, bottom, and sides.

a. This appears to be ¼” steel plate?

b. How does this plate attach to the concrete opening?

c. How does the louver attach to the steel plate?15-Mar-2024A&E Firm
79OpenSN 2 calls for removal of existing roof flashings. Are existing flashing gutters and downspouts to be reinstalled? Roof Details note existing flashings and gutter (2/A-525).15-Mar-2024A&E Firm
80OpenDetail 1,2,7/A-525 is not called out on A-131. Will A-131 be updated with these detail call outs?15-Mar-2024A&E Firm
81OpenThere is nothing shown on the plans that requires board and block insulation. There is a Board and block 07 21 13 specification. Was this specification issued in error? If not, what plan sheet(s) and/or details does this apply to?15-Mar-2024A&E Firm
82OpenSpec Section 07 22 00>1.12.1 completed work>states to “cover completed work with cover board for the duration of construction.” Spec 07 54 19 for PVC membrane was issued and 1.2 summary notes that membrane to be applied over insulation and board substrate. Is the intention that coverboard and PVC membrane is to be used to cover up completed standing seam roof work?15-Mar-2024A&E Firm
83OpenThere is a spec section in the table of contents, 07 42 13 Metal Wall Panels, but we are not seeing any metal panels in the plans. Is this spec applicable to this project and if so, where?15-Mar-2024A&E Firm
84OpenThere is a spec section in the table of contents, 07 27 10 Building Air Barrier System, but we are not seeing Air Barrier systems in the plant set. Is this spec applicable to this project and if so, where?15-Mar-2024A&E Firm
85OpenDetail 4/A-525 shows the standing seam roof assembly. The assembly depicts the new standing seam metal roof system on-top of an existing system (purlin, insulation, decking). No cover board or furring for attachment. Detail just shows fasteners going through existing thermal blanket insulation and attaching to the existing deck. Is that correct?15-Mar-2024A&E Firm
86OpenSpec 09 22 00 supports for plaster and gyp board. Detail 1/A-520 the ½” Glass Mat Covered sheathing appears to be fastened over existing 6” metal joist to remain. Is the stucco system to be fastened to the existing 6” metal joist or per 09 22 00 supports for plaster and gyp board?15-Mar-2024A&E Firm
87OpenOn the SE elevation on sheet A-201 between grids 6 & 7, there are operable windows (vents) shown and when looking at the sections for it on A-505 (details 5, 6, 9, 10 & 13), they call out this system as aluminum storefront. There are spec sections for both aluminum windows (08 51 13) and Aluminum Doors and Frames (08 11 16). Which spec section applies or do both apply?

a. 085113 aluminum window spec calls for 50 PSF minimum design load for a uniform structural test, can we clarify if they are aiming for a small or large missile impact rating on the vents?

b. Spec 08 11 16 does have rigorous air filtration, water penetration and blast testing requirements in the aluminum door spec that are not present in the aluminum window spec or steel door spec. If these requirements are intended to apply to exterior doors, will the steel door spec be revised to acknowledge that? Or does the aluminum door spec not apply?

c. Regarding spec and 08 11 16 - ALUMINUM DOORS AND FRAMES, the requirement to provide blast testing in section 1.5.1 A qualified blast engineer must perform testing or calculations for door system design resistance to specified blast loads. This testing is more expensive than the store front itself. Can this requirement be waived?18-Mar-2024A&E Firm
88ClosedCan the Site Superintendent perform multiple roles on the job site. Can one person perform responsibilities for site superintendent, SSHO and QCM?18-Mar-2024CESNo. Please refer to spec section 01 35 26 1.7.1.1.121-Mar-2024
89OpenDetail 2/A-520 shows the head condition for the louver. Can you provide a sill and jamb detail for louver.18-Mar-2024A&E Firm
90ClosedPlease confirm that the Buy American Act applies to this job as laid out in this solicitation?18-Mar-2024ContractingYes, Buy American Act applies. Provisions and clauses are listed in the solicitation.21-Mar-2024
91OpenDoors Schedule on A-701 notes opening 112 as frame type B. This conflicts with the frame type that is shown on A-201 elevation for opening 112.

a. Is the HM frame, with infilled relites with insulated Hollow metal panels as detailed on 7 & 11/A-505, correct?

b. If so, will door schedule and frame types on A-701 be revised?18-Mar-2024A&E Firm
92Open2/C-502 calls for 6” PCC Concrete or Match Existing, whichever is greater. Please provide asbuilts of existing site paving.18-Mar-2024CES
93ClosedKeynote 1/CD101 calls out 33FT A/T unobstructed space, please clarify what an A/T unobstructed space is.18-Mar-2024CESPlease see G-004, General Notes C or refer to UFC 4-010-01.21-Mar-2024
94OpenThe 096723.15 specification section is not calling out specific products or a manufacturer. Material schedule on A-601 is saying StonHard. One sub would be proposing using the Sherwin Williams, ResuFlor Topcoat AC flooring system. This meets all thickness requirements shown in 3.8. Just want to confirm the Sherwin Williams System will be accepted.
a. If a product meets all the requirements of Table I at the end of the spec section (pages 15 & 16), does this mean their product would be acceptable?18-Mar-2024A&E Firm
95OpenC-101 - 10 - The trench required south of the word “Storage” does not indicate a pipe type or size? Please state pipe type or size.18-Mar-2024CES
96OpenS-111 - 5 - Concrete removal - What is the thickness of concrete slab, hangar and office areas?18-Mar-2024A&E Firm
97OpenS-111 - 6 - Concrete cracking - What is the square footage for this repair?18-Mar-2024A&E Firm
98OpenS-121 & S-123 - 2 - Fall Arrest Girders - What is the length and quantity of girders to be removed and or replaced? Drg shows just 1?18-Mar-2024A&E Firm
99OpenS-123 - 4 - Paint Structural Steel where corroded? - Can we be provided a quantity or area of the steel that needs to be prepped and painted?18-Mar-2024A&E Firm
100OpenA-800 - Wall Details 1,2,3 - Top of wall height - What is the height of the metal deck and or concrete deck?18-Mar-2024A&E Firm
101Closed01 35 26 and 01 45 00 - 1.7.1.1.1 and 3.4 (01 45 00) - In 01 35 26 states that the SSHO and Quality Control Manager can be the same person. Section 01 45 00 ; 3.4.1, states the requirements for the CQC System Manager. - These sections state the requirements for the SSHO and Quality Control Manager. It also states that these positions can be covered by 1 person in a full-time position on site. Is this correct considering the importance of responsibility for each?18-Mar-2024CESYes. The SSHO may also serve as the Quality Control Manager. The SSHO may not serve as the Superintendent per Div 01 35 26 - 1.7.1.1.1.21-Mar-2024
102Closed01 45 00 - 3.4.3 - CQC Personnel- “These individuals or specialized technical companies are directly employed by the prime Contractor and cannot be employed by a supplier or subcontractor on this project”. - To confirm from this specification; we are required to employ a professional person for civil, mechanical, electrical, structural, architect, environmental, site work etc., during the execution for each phase of work being performed?18-Mar-2024CESYes. Div 01 45 00 - 3.4.3 also states that "A single person can cover more than one area provided that the single person is qualified to perform quality control activities in each designated and that workload allows."21-Mar-2024
103Closed01 50 00 - 3.4 -Government Field Office - Use this section if there is a Full-Time inspector on site - Will there be a full-time inspector on site?18-Mar-2024CESPlease see response to RFI #2721-Mar-2024
104Open02 41 00 - 1.2.1.2 – Deconstruction - Regarding demolition. Items such as existing tanks to ne removed and the Paint Booth; are these to be salvaged for government re use or are they to be removed and become part of contractor’s responsibility to dispose at an approved facility?18-Mar-2024CES
105Open02 81 00/02 83 00/02 84 16/02 84 33/02 85 00 - Hazardous Materials - Transportation & Disposal of Hazardous Materials - Does this building or adjacent site have any hazardous materials known to be present requiring special abatement, packaging, and removal offsite? Should we expect contaminated soils under or adjacent to the tanks that have to be removed?18-Mar-2024CES
106Open05 05 23.16 - 1.3.1 - AISC Certified Plant & Erector - The specs require an AISC certified fabrication plant and installation by an AISC certified Erector. Does this requirement apply to this particular contract?18-Mar-2024A&E Firm
107Open05 30 00 - Steel Decks - I don’t see any steel deck work on the plans. Can this spec section be disregarded?18-Mar-2024A&E Firm
108Open07 19 00 - Water Repellants - I don’t see any masonry or other surface requiring water repellents. Is this specification required on this project?18-Mar-2024A&E Firm
109Open07 21 13 - Board and Block Insulation - Where on the plans is this called out for in this project? Do the concrete pour backs in the building require board insulation under the slabs?18-Mar-2024A&E Firm
110Open07 27 10.00 10 - Building Air Barrier System - Does this project require an air barrier system?18-Mar-2024A&E Firm
111OpenDrg 1/a-201 - 07 42 13 - Metal Wall Panels - The only location found for metal panels is around the new exterior door shown on drg A-201. Is that correct or is it needed elsewhere on this project?18-Mar-2024A&E Firm
112Open07 54 19 - PVC Roofing - Where does the PVC roofing go? Was not clear on the plans.18-Mar-2024A&E Firm
113Open08 33 23 - Overhead Coiling Doors - We are removing overhead doors, but I see no new doors going in, correct?18-Mar-2024A&E Firm
114Open08 60 45 - Translucent Panels - I don’t see any of these panels required on this project. Please clarify if we have translucent panels anywhere on this project?18-Mar-2024A&E Firm
115Open09 22 36 & 09 24 23 - Lath & Cement Stucco - Do these specifications occur for the Stucco finish on the canopies? This is the only place I have seen the stucco finish required on this project.18-Mar-2024A&E Firm
116OpenA-115 - 09 51 00 - Suspended acoustical ceiling “Baffles” Don’t see a specification for the Baffles ceiling in 09 51 00. Please provide a product specification for the Baffles ceiling.18-Mar-2024A&E Firm
117Open09 90 00 - Painting - Does all exposed steel within the hangar areas get prepped and painted?18-Mar-2024A&E Firm
118Open12 24 13 - Roller Shades - Roller shades on the break room new window only?18-Mar-2024A&E Firm
119OpenA-601 - Room Fin Schedule-Floor Fin EPX-1 - EPX-1-Rms 101, 120, 121 - Room 101 indicates “only” patch/repair work while rooms 120 and 121 show no such note. Regarding the floor finish EPX-1; “only” patch / repair work for the flooring in 101? If so, what would be the quantity for patch and repair for floor finish in 101?18-Mar-2024A&E Firm
120ClosedAs-Built Drg - Can you provide as built drawing of the building?18-Mar-2024CESPlease see response to RFI #4421-Mar-2024
121OpenS-121-S-520 - Note 3 –Det 6/S-520 - Fire Suppression Support - This note 3 on S-121 says there is 1 location to provide the detail 6/S-520? Please clarify where this occurs besides the 1 location?18-Mar-2024A&E Firm
122OpenS-520 - Det 3/S-520 - Joist Reinforcement - Does this detail pertain to this project where it shows typical joist reinforcement? It does not show any locations for this on roof framing plans.18-Mar-2024A&E Firm
123OpenA-131 - Gridline 7 - Roofing-Gutters - Is there an internal gutter at gridline 7? If so, could a detail be provided for this gutter?18-Mar-2024A&E Firm
124OpenA-525 - Roof details - Plywood / Furring - Roof attachment: Should we assume a plywood base and underlayment (specs?) for attachment of SSR?18-Mar-2024A&E Firm
125OpenWhat are the showers made of? They appear to be specified in solid surface spec (06 61 16) but, are not listed on the color and material schedule on A-601. The interior elevations, mens’ shower 2/A-452, indicate ceramic tile (CT-1). Nothing on the plumbing fixture schedule for them. Nothing shown in interior elevations for the women’s shower. Detail 13/A-501 indicates solid surface shower enclosure with a cementitious backer (assuming for tile?) Are the shower stalls to be CT-1 full height on the walls? What are the floors of the showers? I’ve seen a precast shower pan mentioned (keynotes 14 & 15/A-450 to see 13/A-501) but not finding what that is made of?19-Mar-2024A&E Firm
126ClosedSheet A-450 keynote 9 & 12 notes semi-recessed waste receptacle/ paper towel dispenser as Government Furnished contractor installed. Specification 10 28 13>2.1.4 call for paper towel dispenser and touch-Free Soap dispenser as a hands-free device.
a. is the Paper Towel dispenser and soap dispenser furnished by the government, as noted in KN9&12/A-450, hands free? If so, are they battery powered, or will a hard connection be required?19-Mar-2024CESYes. It is Government Furnished Contractor Installed (GFCI) as indicated in A-450 keynote 9 & 12. They are battery powered.21-Mar-2024
127OpenThere are restroom accessories that are noted in spec 10 28 13 that are not shown in the plan set; such as 2.1.8 Shelf, Utility W/ Mop/Broom Holders, 2.1.5 Disposal, Sanitary Napkin, SS, Surface Mounted, 2.1.9 Hook, Garment, Double, SS, Surface Mounted, 2.1.11 Soap Dish, With Bar, SS, Recessed, and 2.1.16 Napkin/Tampon Vendor. a. Are the toilet accessories, as noted above, in the specs that are not shown in the plans required? If so, will plans be updated show locations?19-Mar-2024A&E Firm
128OpenSheet AD112 at the (E) laundry indicated key note 1 to remove salvage and refurbish existing lockers. Locker at the (E) laundry are different from the locker’s in the existing men’s restroom. Detail 4/A-450 key note 1 state “Lockers and integral benches”19-Mar-2024CES
129OpenThe spec section 01 91 00 section 1.7 COMMISSIONING FIRM states that the Commissioning Firm is to be certified by one of the following organizations (ACG, NEBB, ICB/TABB, BCA or AEE) to meet the project requirements. The section goes on to list additional organizations (Uni WISC and ASHRAE) that certify individuals as a path to meeting project requirements. Is it possible to meet project requirements with individual certifications from the first group of organizations as required in paragraph LEAD COMMISSIONING SPECIALIST or will the latter two organizations be the only acceptable means of meeting project requirements via individual certifications?19-Mar-2024CES
130OpenSpec 07 41 13 for the metal roofing talks about faced insulation compatible with roofing(2.6), felt underlayment (3.2.2.1), self-adhering sheet underlayment (2.7.1, 3.2.2.2), EPDM membrane (2.7.2) and a slip sheet (2.7.3, 3.2.2.3) but we are not seeing any of these items in the roof assembly drawings/details on A-525. Where would these items go in relation to the existing system? Or do they not apply to the desired system?19-Mar-2024A&E Firm
131OpenWho is responsible for providing 120 volts to all DDC power supplies?20-Mar-2024CES
132OpenWho provides the Fuel Cell Maintenance Panel per M-805 detail 2?20-Mar-2024A&E Firm
133OpenPer M-809 detail 3 Hose Reels- Are the 2- button switches provided with the hose reels?20-Mar-2024A&E Firm
134OpenPlease provide a specification for the JP-8 Vapor Sensor that is required for this project20-Mar-2024A&E Firm
135OpenWill the OSA flow stations be provided with the equipment per M-802 detail 2?20-Mar-2024A&E Firm
136OpenM-810 Utility Metering details 2,3, and 4 Who is responsible for providing the Gas, Electric and Water meters?20-Mar-2024CES
137OpenIs there a requirement to run rigid conduit up to a certain height then transition to EMT in the shop areas?21-Mar-2024A&E Firm
138OpenS123 – Keynote #2 Please define if there are more than one Fall Arrest Girders that need to be installed, currently there is only one fall arrest girder but the keynote on the plan page shows arrows going in both directions. Please Clarify.21-Mar-2024A&E Firm
139OpenA-601 Color and Material Schedule – Specialties CG-1 and WP-1, there are no locations provided for either of the stainless-steel items. Would you please quantify the amount required or if these materials are not required.21-Mar-2024A&E Firm
140OpenCD101 shows gravel surfacing but there is no keynote, and will this area be cleared out of the existing materials? C-002 Keynote #3 is the only note that shows a track-out area. Please advise.21-Mar-2024CES
141ClosedA-111 - Note 5 - Washer and dryer - Is there a specification for the washer and dryer ? I don’t see anything in the specs?21-Mar-2024CESWasher and dryer shall be Government Furnished Contractor Installed (GFCI)21-Mar-2024

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File details come from the government source that posted it. Updated .