RFP 47PF0024R0076 Amend 0006 RFIs.pdf

Amendment 06 - RFP 47PF0024R0076 - GC Services for the International

Falls Land Port of Entry Project, International Falls, MN

This amendment hereby incorporates the RFI received as of 8/12/2025. RFIs are due no later than 8/12/2025. The due date for proposals remains 8/27/2025, no later than 4:00pm Central

Time.

Q: Could you please clarify the details/expectations for the stamped asphalt. I don’t see it anywhere in the plans, project manuals or the specifications.

A: In the 75% CD set, on sheet L1.10 Materials and Furnishings Schedules, surfacing type P3B is called out as "Asphalt with Decorative Markings" and described as "Asphalt surfacing with preformed, countersunk thermoplastic markings." The schedule directs contractors to see

Specification 32 17 23.33 . These are also described in the Messaging Features series (L7.00's).

Detail drawings are included - see 2/L7.02 and 3/L7.02.

Q: Do you by chance have any asbuilts of the existing structure that you could share?

A: Yes, we will upload the As-Builts to this SAM post.

Q: What environmental work is there on this project?

A: Requirements for environmental work will be determined by the Response Action Plan. The

Response Action Plan has not been completed to date but will be provided upon completion.

Scope should be included as described in specification section UNIT PRICES - 01 22 00.

Q: The ARCH set is missing one FE-1 in room S213 (A2.S2C). Should a fire extinguisher be installed at that location?

A: Yes, locations and quantities of FE-1 units to be shown in 95% documents to be issued by addendum

Q: The ARCH set is missing two FEC-1 units in rooms M110 and M117 (A2.M1B). Should fire extinguisher cabinets be installed at these locations?

A: Yes, locations and quantities for FEC-1 units to be shown in 95% documents to be issued by addendum

Q: Sign SS-E isn’t included in the specifications or sign detail (A9.40), please provide.

A: SS_E indicates statutory signage provided by tenant. This will be clarified in 95% documents to be issued via addendum.

Q: Room M159 is missing a NS-011 sign, should a sign be installed there or is the architectural drawing correct?

A: NS-011 sign is not required at room M159.

Q: The sign schedule (A9.50) lists two NS-011 signs for room S100, but only one is installed there, the other is at S102. Should S100 have one or two signs?

A: One NS-011 sign should be provided for room S100.

Q: The sign schedule (A9.50) lists three NS-011 signs for room S107, but only two are installed there, the other is at S146. Should S107 have two or three signs?

A: NS-011 signs are not required at S107.

Q: Sheets L6.14 and L7.03 references multiple concrete foundation details with the note

“refer to structural,” but the structural drawings do not provide location, size, or reinforcing information—please provide complete structural information for all concrete foundations and concrete piers required throughout the site for the timber decks, site wayfinding signage and art pieces, safety barriers, and any other elements that require a cast in place concrete foundation or footing.

A: Sizing requirements for pier foundations for all P5 decking are included within the framing and foundation plan details on sheets L6.02, L6.03, and L6.04. Pier foundations for decking will require reinforcing. Reinforcing information will be issued in future addenda. See markups on sheets L6.14 and L7.03 for pier sizing and reinforcing for site safety barriers, guardrails, and signage.

Q: Specification Section 05 12 13 outlines the requirements for Architecturally Exposed

Structural Steel Framing (AESS). However, based on our review, the drawings do not appear to indicate any steel elements designated as AESS. Please confirm whether any structural steel on this project is intended to meet the AESS requirements outlined in this section. If so, please identify the specific elements and locations where AESS applies.

A: Specific locations of AESS will be clarified in the 95% Construction Documents. Prior to the release of 95% Construction Documents, assume exposed portions of steel columns in drive lanes and occupied spaces will require AESS 3.

Q: SF1442, Block 11 states "The contractor shall begin performance within 10 calendar days and complete it within 1103 calendar days after receiving NTP. This performance period is negotiable." The GC Statement of Work - I.D states "The GC will achieve substantial completion within 1080 calendar days after issuance of the NTP." Amendment

0002 included the PreProposal Presentation. Page 21 includes a Concept Construction

Schedule/Proposed Phasing Plan with a construction start date of 04/13/2026 and final acceptance of 10/10/2029. This schedule represents a 1276 calendar day schedule. The construction season in northern Minnesota is very limited (typically May 1 to Nov 1). Road restrictions in the spring and early frost potential in the fall further reduce this productive time period. Roadway crossovers cannot be completed over the winter without substantial cost for winter conditions and landscaping establishment needs adequate growth period.

The phasing plan provided in Pre-Proposal Presentation provides a responsible sequence to complete the work. Assuming an April 13, 2026 start date, please consider extending the

Period of Performance to 1276 days in order to utilize the full 2029 construction season.

A: At this time, we are confirming the duration to be 1103 days, however, further discussion regarding extending the schedule may be discussed after receipt of proposals during discussions.

Q: On sheet C9.02, the detail for the crash-rated barrier separating inbound traffic lanes appears to show a structure buried approximately 5' below grade and extending 3'6" above grade, with a total width ranging from 6' to 8' (referencing sheets C9.02 and A5.94, detail

13). Can you please confirm whether this barrier is intended to be cast-in-place (CIP) concrete rather than precast, given the substantial volume of concrete indicated?

A: The barrier is intended to be precast concrete. Reference drawings on A2.M1A and A5.94 for additional dimensions.

Q: Detail 14 on sheet A5.94 shows precast concrete protection around the columns, labeled as CONC-3. These units appear to be approximately 6" in width and 3'6" in height, with varying lengths. Enlarged plan 1/A4.17 shows CONC-3 as a much larger structure the same width as the CONC-2 crash barriers. Please confirm sizes, locations, and details for both CONC-2 and CONC-3 barriers.

A: Detail 14/A5.94 shows two separate CONC-3 units, one “U” shaped and the other intended to fill the space around the “U” - these are to occur at columns along Grid ‘MA’ as shown on

A2.M1A.

CONC-3 refers to precast barriers intended only for protection and are to be embedded below grade to the top of adjacent column foundations – dimensions vary as noted in the drawings;

coordinate embed depth with top of foundation height per structural drawings; Provide CONC-2 units as shown on drawings A2.M1A and A4.17. Refer to details on A5.94.

CONC-2 refers to precast barriers intended to provide crash protection and thus have a greater embed depth (5’-0” below grade as noted on the drawings). Dimensions vary as noted in the drawings; Provide CONC-2 units as shown on drawings A2.M1A, A4.15, A4.16, A4.17, A4.18.

Refer to details on A5.94.

Q: We’ve noted that the site includes a significant amount of electrical, mechanical, and irrigation infrastructure. However, we did not find any details or callouts for equipment pads associated with the following:

Electrical transformers or cabinets

Generators

Mechanical A/C units

Irrigation cabinets

Communication or signal cabinets

Could you please confirm whether pads for these items are required, and if so, provide the associated details or references to where they are shown in the drawings?

A: - Typically, based upon transformer KVA size, the electric utility will have standard details for transformer, secondary connection cabinet & metering equipment layouts including corresponding pad requirements. Once received, this information will be coordinated with structural. Transformer and pad will be located inside the transformer yard as shown in the 75% construction documents.

- The generators are located indoors.

- No mechanical AC units are required to be mounted on grade outside.

- No irrigation cabinets are located outdoors.

- No exterior communication or signal cabinets are anticipated on the project. Refer to detail

8/S5.01 for housekeeping pads within buildings.

Q: We unfortunately missed the scheduled site visit. Would it be possible to arrange another opportunity to visit the site before bids are due for this project?

A: GSA does not intend to revisit the site for the purpose of escorting potential contractors during this solicitation. However, it is possible to see the site from public roadways/sidewalks without a government escort. If anyone decides to visit the site, DO NOT enter onto the surrounding private property. The adjacent site is owned by the Packaging Corporation of America (PCA), who has not granted access.

Q: This drawing shows 8 different buildings or structures to be removed as part of this project. Are there any existing drawings available for these? Are there any EA reports available? Are we to consider any hazards as a change in conditions?

A: CAD files of the existing port are included as attachments to this amendment. There is also a report titled "Asbestos and Lead-Based Paint Inspection" dated 4/21/2020 that is included as an attachment to this amendment. No existing hazards were found at the existing port at the time of that inspection.

Q: Per the GC Statement of Work - IV.D, the GC must implement the security regulations as stated in 01 59 30 - Security Regulations. Section 01 59 30 - 1.2.B states: "After award of the Contract, all Contractor employees requiring access to classified areas shall be required to furnish information for security clearances and comply with security regulations as imposed by the occupying agency and defined in this section." Please provide location of classified areas so trade partners working in those areas can include

HSPD-12 investigation requirements.

A: All new building interior spaces will be considered classified areas after the new facility has been turned over for occupancy.

Q: For those who need to obtain the PIV card, please provide responses to the following items: (1) What is the process for applying for the card?(2) Will finger printing or background checks be required as part of the card process? (3) Where are the locations to submit the application? (4) Will a temporary badging station be set up at the jobsite or CBP station to process badges? (5) Are there any costs to obtain the PIV card?

A: (1) Shortly after award, the contractor will identify a primary and secondary POC for security clearance processing. GSA will provide training to those two people to ensure they understand the process. All people on the project for more than 15 days will need to go through the clearance process, but not all people will need to have a PIV. (2) Whether a person is getting a PIV, or not, all persons working on the project for more than 15 days will need to have a SAC or Tier 1 clearance and will need to be fingerprinted. (3) The application gets processed via e-mail through the contractor POCs. (4) No, but there are numerous credentialing stations throughout the state/country that are able to provide the PIVs. (5) There are no costs to the contractor for the clearance process or the PIV cards.

Q: Section 01 32 33 - 1.6.G states "Drone photography is not required." Section 01 32 33 -

1.6.D.1 states "in addition, take a series of birds-eye areal photograph monthly from a drone, at an elevation to clearly show the full project site and nearby adjacent conditions."

Please confirm drone photography is required and please update item 1.6.G.

A: Requirements for drone photography will be fulfilled by the CMa (Jacobs). This will be clarified in the 95% CD submission.

Q: Could you provide the loads (ideally broken down between dead load and live load) applied to the spread and strip footings?

A: All spread footings and strip footings are designed to a maximum net bearing pressure of 4000 psf, as shown on S0.01. Maximum service loads for both gravity and lateral member foundations are summarized below. Live loads vary and are shown as a range of LL to DL ratios for given footing sizes.

Spread Footings: Gravity

LL/DL Ratio

F# Pmax [kip] min max

F4 64 0.27 0.42

F4.5 81 0.96 0.96

F5 100 0.64 1.14

F5.5 121 0.75 1.06

F6 144 0.63 0.96

F6.5 169 0.47 0.91

F7 196 0.32 0.98

F7.5 225 0.44 0.80

F8 256 0.55 0.73

Spread Footings: Lateral

LL/DL Ratio

F# P max [kip] min max Mmax,x [kip-ft] Mmax,y [kip-ft]

F8 98 0.19 0.46 104 7

F10 241 0.55 1.01 111 108

F11 255 0.39 1.54 104 170

F12 77 0.93 1.75 162 76

F13 92 1.29 2.01 97 77

Notes:

1. Axial loads and moments shown are maximum service-level/ASD values.

2. Live loads in the LL/DL ratios include all transient load cases (live, snow, wind).

3. Maximum moments are reversible and are not applied simultaneously in both directions.

Q: Could you provide an estimated depth of the wick drains? Could you provide a detail for the horizontal drainage layer at the top of the vertical wick drains?

A: The soil surcharging and wick drain system will be designed and specified by the contractor's ground improvement contractor. With the native clay layers varying in depth from 80 to 130 feet below current grades (which correspond to the clay depths in soil borings SB-16 and SB-11), one could assume that the wick drains will match these depths. Please refer to the Geotechnical

Report and Settlement & Lightweight Fill Addendum to the Subsurface Geotechnical Exploration

Report, both prepared by American Engineering Testing. Details related to the soil surcharging and wick drain system will be the responsibility of the contractor's geotechnical engineer or specialty ground improvement contractor.

Q: The bollard layout differs between drawings C3.06 and A2.M1A, please advise which drawing is accurate.

A: A2.M1A should be followed.

Q: Key Note 16 on C3.06 references a protective bollard type 3, but a detail for this bollard is missing. Please provide a detail for this bollard.

A: Additional information will be forthcoming at the 95% CD printing.

Q: What kind of pipe material are we to use for the water main? There is nothing specified on the plans sheets or in the specifications.

A: Watermain shall be PVC C900 per the City of International Falls Technical Specifications &

Development Standards:

Polyvinyl Chloride (PVC) pressure pipe conforming to the current requirements of AWWA C900

(DR-18). The pipe will be manufactured in cast iron outside diameters and will have an integral bell and spigot with an elastomeric gasket conforming to ASTM D3139. The pipe and components will meet the requirements of ANSI/NSF 61 for the conveyance of potable water.

Q: Specifactions 05 70 00 list Sign-4: Armature for Statuary Signage as an included item, in the drawings the framework for the statuary signage is sign-3. Please confirm this is correct.

A: Specification 05 70 00 will be revised by addendum to read “SIGN-3”.

Q: Spec Section 05 59 63 has been provided. Sheet A0.02 does not call out any of the items noted in this spec section nor can they be found on the drawings. Please confirm these items are not found in documents and that this spec section can be removed.

A: These items are required in any locations where ductwork passes through a wall or ceiling which has hardened construction requirements (subscript GF (grout filled) or M (security mesh)).

Q: Spec Section 01 60 00 - 2.3 references Build America Buy America Act compliance requirements. The Agreement, Item 7, refers to FAR 52.225-11 Buy American-Construction

Materials Under Trade Agreements. Please confirm we are to follow FAR 52.225-11 and 01

60 00-2.3 can be removed.

A: Please follow The Agreement and FAR 52.225-11 and disregard 01 60 00-2.3.

Q: Section 01 78 10 - 1.3.A.93 - states "The contractor is responsible for any printing costs associates with Project Record Drawings. Please provide a quantity, size and list of "hard copy" documents required to be provided on-site and for final record document submission.

A: The contractor will not be required to provide hard copies of the drawings. Project Record

Drawings should be provided electronically only.

Q: Please re-issue this spec section as some of the information is in illegible characters. -

Referenced spec 01 91 130

A: 01 91 13_General Commissioning Requirements_2 is provided as attachment to this amendment.

Q: The GC SOW II.D states "The CMa will provide an independent facilitator to lead all

Partnering sessions". Spec Section 01 31 00 - 1.6.C states "The contractor shall provide (x) the Facilitator, (y) meeting room , and (z) other incidental items for the partnering sessions over the life of the project." Please confirm the CMa will provide the independent facilitator and all incidentals required for the sessions.

A: The GC SOW incorrectly stated that the facilitator will be provided by the CMa. The contractor should include costs associated with the partnering sessions as stated in the specifications.

Q: The GC SOW II.D notes there will be (2) in-person partnering meetings, one at the beginning of the construction period and one at the 3/4 point of construction and additional as needed by circumstances. Spec Section 01 31 00 - 1.6.C notes one at the pre-construction meeting and follow-on partnering sessions at 3-6 month intervals. This would result in 7 to 13 additional in-person partnering meetings. Please provide the number of partnering meetings to be included during construction.

A: There will be only two (2) partnering sessions during construction as stated in the GC SOW.

Q: According to the GC SOW - II.F, PMIS (Kahua) will be used for storing all project information and documentation, including CUI and communications. Section 01 50 00 - H3

GSA's Field Office. notes several pieces of furniture for storing paper documents. This includes (6) legal size 5-drawer metal filing cabinets, (6) letter size metal 5-drawer filing cabinets, (6) plan racks with 25 set capacity. Please confirm these items and quantities will be required since all information will be stored electronically.

A: The furniture requirements stated in Specification Section 01 50 00 are correct.

Q: Please confirm local time refers to Central Daylight Time.

A: Confirmed.

Q: Key Note 2 on A2.N1 references a concrete-filled embedded bollard and says "see structural", there are no bollards shown on the plans nor in any details in the structural drawings. Please provide a detail for these bollards.

A: Bollards will be HSS4.500x0.375, 9’-0” long, galvanized and concrete filled. Concrete foundations will be 24” diameter, embedded 5’-6” below floor level. Detail to be provided in forthcoming 95% documents to be issued by addendum.

Q: Details 5 and 6 on A5. reference Sonotube Footings for the and say "see structural", there are no footings or piers in this location shown on the structural drawings. Please advise.

A: Gate foundations will be 24” diameter reinforced concrete piers, embedded 7’-0” minimum below grade. Details to be provided in forthcoming 95% documents to be issued by addendum.

Q: Are rigid inclusions and load transfer platforms required under the following structures:

(1) Main Building - Secondary Canopy? (2) Secondary Commercial / NII - Exit Control

Booth? (3) Hazmat Canopy?

A: Yes, all building and canopy footings/foundations shown on structural drawings require ground improvement to meet the performance requirements indicated on S0.01 and specification section

31 66 23.

Q: Stone Int-1 is listed in the summary for specification section 04 43 10 and also in the room finish schedule but is not in the material identification schedule nor is there a product or basis of design listed in the specifications. Please provide basis of design for this material.

A: Revise “STONE INT-1" to “MET PNL INT-1 BLK" in the room finish schedules. “STONE INT-1" will be removed from the specifications.

Q: Section 01 43 39 - 2.3 is requesting a mockup of rooms indicating a number of finishes with operable lighting. Please provide responses to the following items: (1) Is the mockup intended to be part of the building or a standalone build? (2) If part of the new building, please provide a location on the drawings. (3) If it a standalone mockup, please provide a drawing of the intended mockup. (4) Will the mockup need an enclosure or will it be built offsite in an existing facility?

A: Mockup scope as drawn on sheet A4.50 to be provided as stand-alone mockup. No enclosure is anticipated. Additional scope will be mocked up as in-place mockups to be incorporated into the construction as required by individual spec sections.

Q: Section 06 40 23 - 1.9A & C requires the manufacturer to be QCP certified. This certification is limiting competition from trade partners who are active members with the

AWI but do not carry this certification. This can also have an affect in reaching the small business goals in Section IV.K. of the Solicitation. Please confirm this requirement can be removed from this section.

A: QCP certification requirement can be removed.

Q: For the Exterior metal panels MET PNL EXT-1P (spec 05 70 00), please provide the perforation pattern or openness for the panels. For the Interior MET PNL INT-1P (spec 07

42 13), please confirm the perforation pattern is 11/16" staggered.

A: For MET PNL EXT-1P and MET PNL INT-1P, provide 40% open perforation pattern with 1/16” staggered holes (not 11/16”).

Q: In order to design the rigid inclusion / load transfer platform system properly, please provide the service loads for each size column footing on the project.

A: All spread footings and strip footings are designed to a maximum net bearing pressure of 4000 psf, as shown on S0.01. Maximum service loads for both gravity and lateral member foundations are summarized below. Live loads vary and are shown as a range of LL to DL ratios for given footing sizes.

Spread Footings: Gravity

LL/DL Ratio

F# Pmax [kip] min max

F4 64 0.27 0.42

F4.5 81 0.96 0.96

F5 100 0.64 1.14

F5.5 121 0.75 1.06

F6 144 0.63 0.96

F6.5 169 0.47 0.91

F7 196 0.32 0.98

F7.5 225 0.44 0.80

F8 256 0.55 0.73

Spread Footings: Lateral

LL/DL Ratio

F# P max [kip] min max Mmax,x [kip-ft] Mmax,y [kip-ft]

F8 98 0.19 0.46 104 7

F10 241 0.55 1.01 111 108

F11 255 0.39 1.54 104 170

F12 77 0.93 1.75 162 76

F13 92 1.29 2.01 97 77

Notes:

1. Axial loads and moments shown are maximum service-level/ASD values.

2. Live loads in the LL/DL ratios include all transient load cases (live, snow, wind).

3. Maximum moments are reversible and are not applied simultaneously in both directions.

Q: These sections do not reference any certification. Is this project going to be submitted to GBCI (LEED) or Green Globes for certification? If so, what version / level?

A: The project has sustainability goals as listed in the project manual. No formal certification is required.

Q: Sheet MS7.02 - Detail 3 references section 23 79 05 for drilling, grout and piping and installation requirements for the geothermal wells. This spec is not provided. Please provide spec 23 79 05.

A: Section 23 79 05 Geothermal Heat Exchanger System will be provided in lieu of Section 23 21

13.33 in forthcoming 95% Construction Documents to be issued by addendum.

Q: Sheet MS7.02 - Detail 3 references 1.0 BTU grout. Section 23 21 13.33 refers to 1.2 BTH grout. Please confirm the appropriate mix design and BTU level for the geothermal grout.

A: The final grout thermal conductivity will be selected based on final geothermal test bore results.

Thermal conductivity values between 0.8 and 1.4 BTU/hr-F-ft will be evaluated as part of the calculations.

Q: Please provide copies of geothermal test borings and thermal conductivity test results for the site as none were included in the appendices.

A: The geothermal test borings and thermal conductivity tests have not been performed to date.

The reports will be provided upon completion.

Q: Please provide direction as to what needs to happen to the cuttings and fluids that are extracted during boring operations. Are they to be contained and disposed of or can they remain on-site and mixed into the earth where the headers are installed? Please advise.

A: Requirements for what is to be done with the cuttings and fluids will be determined by the

Response Action Plan. The Response Action Plan has not been completed to date, but will be provided upon completion.

Q: Please confirm that Met Fab-4 (custom fabricated steel column bollard) in specification section 05 50 00 and on page A7.30 are the same thing as the Control Housing Bollards listed in 05 70 00 and that these are not different items.

A: These items are not the same. Control Housing Bollards will be utilized where needed at gates for card readers.

Q: Per Specification Section 06 20 13, Exterior Finish Carpentry, section 2.5 Vertical Wood

Rainscreen Wall WD SLAT-1; A.1 BOD is Arborwood Thermally Modified Ash. Per the manufacturer, the longest material available in this species is 11' to 12' long. For the WD

SLAT-1, the length indicated on the drawings is 17'-0". Please confirm it is acceptable that the 17' long slat be provided using 2 boards to accommodate the specified length.

A: Intent is for all 17’ long slats to be spliced together from multiple boards. The joint pattern for the splices is intended to be random. Assume that 50% of the 17’ slats contain one splice (i.e., two boards), and 50% of the 17’ slats contain two splices (i.e., three boards). The lengths of the boards used to make the 17’ long slats are to be random. The distribution of slats containing one splice and slats containing two splices are to be random as well. The splice detail and jointing pattern will be clarified and illustrated in the 95% Construction Documents.

Q: Per Appendix B-018117 - Targeted Products Table, Specification 074623 is listed for

Arbor Wood product Thermal Modified Wood Species Ash. Please provide the missing specification section 074623.

A: Thermally modified wood is specified in section 06 20 13.

Q: Met Fan-2 is listed in the Material Identification Schedule and in specifications 05 70 00 but not found in the drawings. Please provide quantities or locations of this item.

A: MET FAB-2 is not in use and will be removed.

Q: Factor 2, Project Management Plan (page 38 of 42), requests that the offeror provide a sample safety plan and an example of a detailed quality control plan. Each of these plans individually exceeds the allotted page limit. We respectfully request that a concise narrative be accepted in lieu of the full plans.

A: Plans can be in addition to the page limit and can be incorporated via reference as a separate attachment to your technical proposal.

Q: In regards to the Embodied Carbon Requirements, the project baseline is not listed for all products noted in this section. Please provide baseline requirements, that is missing, for the following products: flat glass, mineral wool board insulation, rebar, structural steel, steel deck, insulation and asphalt.

A: Embodied Carbon requirements are to be removed from the project due to funding changes at the Federal level. Related spec section will be removed via addendum.

Q: Please provide location and routing of primary power feed from the point of connection to Main Building transformer yard.

A: This scope of work is provided by the electric utility. Once confirmed, corresponding information can be shown for reference only on the electrical power site plan.

Q: Please confirm the government will provide the primary electrical line to the Main

Building connection.

A: This scope of work is provided by the electric utility.

The following questions/answers pertain to the Furniture, Fixtures, and Equipment schedules:

Q: For CR-01: Please clarify dimensions (HxWxD), materiality/finish of base + common top

(if laminate, specify HPL or LPL)

A: Basis of design for CR-01 is 22”H x 72”W x 24”D; putty HPL laminate top, putty trim for base

Q: For HT-01: Please clarify Dia. of table, top finish (if laminate specify HPL or LPL), base finish

A: Basis of design for HT-01 has 36” diameter; putty HPL laminate top and putty trim base

Q: For T-03: Please clarify table base style, top finish (if laminate specify HPL or LPL), base finish

A: Basis of design for T-03 is Jive table with T-base; putty HPL laminate top and putty trim base

Q: For WS-42H-D: Confirm fabric grade on spine panels, confirm size of HAT (WxHxD), confirm depth on mobile pedestal, confirm material/finish of HAT (if laminate specify HPL or LPL), specify material/finish on mobile pedestal, clarify pull style on mobile pedestal, confirm fabric grade on privacy screen, confirm if privacy screen is corner, full wrap, or back screen, confirm no glass topper on panels (this was previously specified in our FF&E document)

A: Basis of design for all workstations throughout the project, assume fabric grade for end panels and privacy screens to be equal to Floyd Kvadrat if available, or if not available, assume fabric grade equal to Camp Docks fabric. Assume a corner privacy screen. Mobile pedestal to be 18”D, putty trim, with J pull style. Assume no glass topper on panels. The height adjustable desk is 58”

W x 29”D with putty HPL laminate top and putty trim base.

Q: For WS-42H-S: Confirm fabric grade on spine panels, confirm size of HAT (WxHxD), confirm depth on mobile pedestal, confirm material/finish of HAT (if laminate specify HPL or LPL), specify material/finish on mobile pedestal, clarify pull style on mobile pedestal, confirm fabric grade on privacy screen, confirm if privacy screen is corner, full wrap, or back screen, confirm no glass topper on panels (this was previously specified in our FF&E document)

A: Basis of design for all workstations throughout the project, assume fabric grade for end panels and privacy screens to be equal to Floyd Kvadrat if available, or if not available, assume fabric grade equal to Camp Docks fabric. Assume a corner privacy screen. Mobile pedestal to be 18”D, putty trim, with J pull style. Assume no glass topper on panels. The height adjustable desk is 58”

W x 29”D with putty HPL laminate top and putty trim base.

Q: For TSK-01: Confirm if back is upholstered or mesh (confirm grade if upholstered), Specify if seat is fabric or faux leather (confirm grade), Confirm if base/trim is aluminum or plastic

A: Basis of design for back fabric is mesh, seat fabric is equal to English Tweed Stout, base is polished aluminum.

Q: For TSTL-01: Confirm if back is upholstered or mesh (confirm grade if upholstered), Specify if seat is fabric or faux leather (confirm grade), Confirm if base/trim is aluminum or plastic

A: Basis of design for back fabric is mesh, seat fabric is equal to English Tweed Stout, base is polished aluminum.

Q: For CH-02: Please clarify fabric or faux leather seat pad + what grade

A: The seat will be plastic, no seat pad.

Q: For DSK-01: Please clarify if modesty panel is laminate or fabric, Confirm LPL or HPL, Confirm finish on HAT base/trim, Confirm materiality/finish of all storage pieces, Confirm sizing on all storage (HxWxD), Confirm sizing on desk (HxWxD)

A: Basis of design for the modesty panel is HPL putty laminate. All storage pieces are putty trim with J pull style. Credenza associated with DSK-01 is 22”H x 72”W x 24”D with putty HPL laminate top, putty trim for base. The desk is height adjustable, 58” W x 29”D, with T-base, putty

HPL laminate top, putty trim base.

Q: For DSK-02: Please clarify if modesty panel is laminate or fabric, Confirm LPL or HPL, Confirm finish on HAT base/trim, Confirm materiality/finish of all storage pieces, Confirm sizing on all storage (HxWxD), Confirm sizing on desk (HxWxD)

A: Basis of design for the modesty panel is HPL putty laminate. All storage pieces are putty trim with J pull style. The desk is height adjustable, 58” W x 29”D, with T-base, putty HPL laminate top, putty trim base.

Q: For T-01: Please clarify Dia. of table, Confirm top finish (if laminate specify HPL or LPL), Specify base finish

A: Basis of design for T-01 is Jive table with X-base with 36” diameter; putty HPL laminate top and putty trim base

Q: For T-02: Please clarify top finish (if laminate, specify HPL or LPL), Confirm base finish

A: Basis of design for T-02 has putty HPL laminate top and putty trim base

Q: For T-06: Please clarify top finish (if laminate, specify HPL or LPL), Confirm base finish

A: Basis of design for T-06 has putty HPL laminate top and putty trim base