B08_Attachment_12_Q_A_1_0001.pdf

United States Department of the Interior

BUREAU OF LAND MANAGEMENT

National Operations Center

Denver Federal Center, Building 85

P.O. Box 25047

Denver, Colorado 80225-0047 http://www.blm.gov

140L0625R0002

GAOA Shoshone Filed Office Replacement

Questions and Answers #1

General Note: The Government is still reviewing questions in addition to the questions below that are listed as “Pending further review.” At this time, additional Q&A is not planned, however, if questions are opened up again the following conditions will apply:

When submitting questions, cite the drawing number and specification section / part / article / paragraph / subparagraph / etc. Questions should demonstrate diligence in cross-referencing specification requirements against drawings when identifying conflicts or missing information.

Questions that fail to properly cite location of question in plans and specifications may be disregarded at the Government’s discretion.

1) Q: Ref. S303 Structural Sections; Please clarify how the 10 GA edge angles attach to the HSS roof purlins and outriggers. Section 1 appears to show the edge angels welded to the supports. Section 4 states

“Fasten angle to supports using #12 self-tapping screws”.

A: Please review drawing S303, specifically text beginning with “Fasten angle...,” “Nest angles...”

and note the location of weld symbol leaders in details 1/S303 and 4/S303.

2) Q: Ref. S303 Structural Sections; Section 1 appears to show the HSS5x2 ½ distribution chords attached to the metal stud wall top tracks with both intermittent field welds and 5/8” diameter A307 bolts.

Please clarify.

A: Please review drawing S303.

3) Q: Ref. S301 Structural Sections; At Section 5 (Line B) there appear to be posts between the high and low WF beams. If this is correct, please provide member sizes and connection details.

A: Pending further review

4) Q: Sheet S004 Special Inspections, General Note 3 requires special inspections be performed by an approved accredited independent agency. As this project requires an AISC Certified Fabricator, can the shop inspection be performed with the fabricator’s in-house personnel?

A: Note 3 concerns ICC-certified on-site, third-party, special inspection. AISC requirement is for fabricator and installer qualifications see 051200 1.7.

5) Q: Sheet S103 Roof Framing Plan, Roof Deck Note 1 states roof deck shall be Vulcraft 20 GA 1.5

BPA-36 acoustical deck. Section 053100 Steel Decking, Article 2.2.B states acoustical roof deck shall be

22 GA minimum 2.0 DA-24.5 dovetail. We assume the note on Sheet S103 is correct. Please confirm.

6) Q: Can you confirm whether mechanical or hydraulic gate operators are preferred, or if both are qually acceptable

A: Evaluation of gate operator acceptability will be made at time of product submittal. Submitted product must meet specifications and be appropriate for project conditions and requirements.

7) Q: Should the contractor proceed with installing a new flagpole per spec 107516, or attempt to relocate the existing one as referenced on Drawing C103 and Detail 4 on L502?

A: See Attachment 5_Clarifications 1.06 as part of the solicitation.

8) Q: For the telecom reroute on Sheet E102, can you confirm the required specs for new fiber and communication lines?

9) Q: Are there provisions for extended work hours or weekend access, especially for critical path items or utility tie-ins that may disrupt existing facilities?

A: Please see Section H of the Solicitation.

10) Q: Are fire alarm devices required in Rooms 113, 115, and 117, which are noted as normally locked and unoccupied (per E105 Note 5)?

A: See Attachment 5_Clarifications as part of the solicitation. Additionally, please see specification

211313 and follow direction in E105 Note 5.

11) Q: Will the contractor need to coordinate with any local or regional agencies for stormwater discharge or tie-ins beyond what is shown on the drawings?

A: Please see specification 015000 3.6 D and 3.7 B and Drawing C001 Erosion and Sediment

Control Notes. Contractor is responsible for following requirements for stormwater discharge during construction. Drawings indicate known tie-in/discharge locations. Also, see FAR 52.236-7

Permits and Responsibilities.

12) Q: Can the Government confirm which elements shown on the Demolition/Construction Sequence drawings (C102A–C102D) are to be fully removed versus protected in place?

A: Please see C102A-C102D Keynotes and General Note 5 on C001.

13) Q: Is there a preferred source or nursery for native plantings required by L301?

A: No.

14) Q: Will alternative standing-seam metal roof panels be accepted if they meet or exceed the performance of those specified?

A: Evaluation of equal products will be made after award, see 016000 1.2, 1.3 B., 2.1 B. 3., 2.2, 014000 1.4, and FAR 52.236-5 Material and Workmanship. Note that specifications that do not include “or equal” or “not limited to” when listing products may be revised in a future amendment.

This is pending further review.

15) Q: Will there be any access restrictions to the existing adjacent building during construction, and how will deliveries be coordinated without interference?

A: Please see 011000 1.4 and 024116 1.8.

16) Q: Are there any required elevations or transition points where bituminous dampproofing (071113) must be inspected prior to backfilling?

A: See FAR 52.246-12, incorporated by reference in Section E of the Solicitation.

17) Q: Will the exterior utility buildings that are in the path of the new roadway be removed by the contractor or the Government?

18) Q: Is a winter shutdown anticipated?

A: No. POP to be extended to 750 days.

19) Q: Are the solar panels powering the current building now? Will they need to be connected to the new building once it is complete?

A: Please see sheet E101 Note 3 under “Demolition Sequence 2”.

20) Q: Can construction privacy fabric be applied to the existing perimeter fence?

A: Yes, coordinate with COR after award.

21) Q: Please specify lay down areas for building materials, earth and fill materials and Connex storage through the separate phases?

A: Please see sheet C102A through C102C.

• C102 A – Note 5 (Sequence 1)

• C102B – Note 3 (Sequence 2)

• C102C – Note 2 (Sequence 3)

22) Q: How will poor weather conditions be factored into the period of performance?

A: They won’t unless there is unusually severe weather IAW FAR 52.249-10 Alt I.

23) Q: With regards to the Asbestos and Lead Based Paint Inspections requirements provided with the

2025 solicitation, will there be any additional inspections or testing needed during the Demolition phasing?

A: Follow requirements and recommendations from Attachment_7_ACM_Report, Attachment_6_Idaho_Lead-Based_Paint_Debris_Fact_Sheet, and Section 017419.

24) Q: Will there be any requirements for the moving of personnel, equipment or furnishings from the existing office building to the new office building?

25) Q: Is the period of performance still expected to start on 7/1/2025 with the award period being 90 days from proposal due date?

A: Extensions to bid due date via amendment will affect the period of performance start date.

26) Q: Do the potable/water utilities need to be installed by a licensed journeyman plumber, or can they be installed by any utility contractor?

A: Please see 220719 1.5 A, FAR 52.236-5 Material and Workmanship, FAR 52.236-7 Permits and

Responsibilities, and C001 Civil Notes #9.

27) Q: May the Superintendent serve in a dual role as the Quality Control Manager or the Site Safety and

Health Officer?

A: A Site Superintendent (as required by FAR 52.236-6) may have collateral duties, as long as appropriate oversight and superintendence is maintained. See also Clause H-5 (Safety and Quality

Control Plan), and Specification Division 1 requirements.

28) Q: May the Superintendent serve in a triple role as the Quality Control Manager and Site Safety and

Health Officer?

A: Site Superintendence must be maintained per FAR 52.236-6 while following OSHA requirements for safety and with roles as defined by Clause H-5 (Safety and Quality Control Plan) submitted by the Contractor after award. See also Specification Division 1 requirements.

29) Q: FAR Clause 52.236-6 Superintendence by the Contractor is listed in the Clauses Incorporated by

Reference section of the solicitation. This clause only requires the contractor to provide a superintendent on site to direct and oversee the work on site. Will the government require any other onsite management to oversee the work?

A: All requirements are outlined in the specs and clauses. Contractor must submit an acceptable

Safety and Quality Control Plan (Clause H-5).

30) Q: Will the government require a full-time or part-time Site Safety & Health Officer?

A: See previous answers to #28 and #29

31) Q: Will the government require a full-time or part-time Quality Control Officer?

A: See previous answers to #28 and #29

32) Q: Will the government accept the use of Procore for contract management and document control during the contract?

A: Use of document control service and vendor selection is at discretion of Contractor. Further discussion of how service would be incorporated into work will be made before award.

33) Q: Will the contractor be responsible for paying for and acquiring any permits?

A: Solicitation defines responsibilities. See Drawings, Specifications, and FAR 52.236-7 Permits and

Responsibilities.

34) Q: Depending on the answers received to the questions asked, additional questions may arise. Is it possible to extend the deadline to submit questions

35) Q: Which permits will be the responsibility of the Contractor? The government?

A: See answer to #33 above.

36) Q: What testing will be the responsibility of the Contractor? The government?

A: Review the specs and drawings. Unless explicitly stated otherwise, testing is the responsibility of the Contractor.

37) Q: Regarding the sheds to be removed on the west side of the project, it was discussed that the government will remove the sheds. Does this include the foundations/utilities associated with the sheds?

A: Pending further review.

38) Q: Can you provide the depths of existing utilities?

39) Q: What are the thicknesses of existing hardscape; Concrete curbs, asphalt, sidewalks?

A: Unknown

40) Q: Can Taylor Metal Products MS-200 be approved as an alternative roofing panel?

A: Please see question 14.

41) Q: The new building is planned to be located over the current parking lot on the northeast side of the site. Approximately 25% of the structure will also extend into the adjacent open space, which slopes significantly toward the southeast and east. This area is also designated for new parking construction.

To help mitigate potential long-term corrosion concerns due to water runoff or accumulation, I’ve highlighted the relevant areas on the plans in orange for your review. Based on the site conditions:

a. Fill Requirements:

Is it the government’s expectation that the contractor will be responsible for bringing in fill material to address the slope and drainage conditions?

If so, can you please clarify the type of fill material that should be used (e.g., engineered fill, structural fill, etc.)?

A: All fill to comply with soil materials 312000, 321216, etc., and as identified on drawings.

Finished grade is shown on C106. Fills, compaction, testing, and slopes are expected to conform to

Drawings, Specifications, and Geotechnical Report requirements.

b. Footing Exposure – Southeast Side:

I have outlined the new building and highlighted the southeast footing on the existing plan. Given the slope in that area, is it expected that this portion of the footing will remain exposed, or should the contractor plan to backfill to meet grade?

A: See drawings (C106) showing finished ground grading plan.

c. Environmental Considerations:

Are there any environmental requirements, restrictions, or concerns related to work within the open space area?

A: See drawings and specifications.

42) Q: Hazardous Materials:

Is the existing building, which is designated for demolition, known to contain asbestos or lead-based paint?

A: See Attachment_7_ACM_Report and Attachment_6_Idaho_Lead-

Based_Paint_Debris_Fact_Sheet

43) Q: Slab-on-Grade Confirmation:

Is the current building constructed on a slab-on-grade foundation?

A: To the best of the Government’s knowledge, yes, but field verify (see FAR 52.236-3 Site

Investigation and Conditions Affecting the Work).

44) Q: Temporary Fencing Requirements:

Is it the government’s expectation that a 6-foot chain link temporary construction fence be installed around the construction zone, or is orange mesh safety fencing acceptable?

A: See specification 015000, C10X drawings, and FAR 52.236-7 for minimum requirements.

Contractor must use appropriate measures to ensure safety of personnel, public, maintain proper control of job site, and protect property.

45) Q: Project Timeline & Milestones:

To confirm: All four phases must be completed within 550 calendar days. There are no interim milestones or deadlines for individual phases—correct?

A: PoP is extended to 750 days.

46) Q: Main Entrance Access During Sequence One:

It is our understanding that the contractor is expected to maintain access to the main entrance during construction. However, during Sequence 1, the scope includes demolition and reconstruction of the entrance asphalt, sidewalks, and access to the new parking area. Can you confirm how this is to be managed while still keeping the main entrance operational?

A: See C102A - Construction Keynote #3 and Specification 015000. At times, main entrance may need to be closed for activities such as paving. This needs to be coordinated with Contracting

Officer Representative. See also Specification 024116 1.8 B 1.

47) Q: Relocation of Existing Sheds:

a. Are the sheds shown in the attached photo expected to be relocated by the contractor using a forklift?

b. The sheds appear aged—if damage occurs during the move, will the contractor be held liable?

c. Will the new area where the shed will be placed be leveled in advance, or is it the contractor’s responsibility to level the area and place the shed accordingly?

d. Will the sheds be emptied by others prior to relocation, or is that the contractor’s responsibility?

e. We’ve identified that power is currently running to the sheds. Is it the contractor’s responsibility to disconnect and remove this power service?

f. There is also a deck in front of the shed that appears long and continuous. It does not seem feasible to relocate it in one piece without cutting it. Should the contractor plan to preserve, relocate, and reconstruct the deck in the new location?

48) Q: Access During Sequence Two – Demolition Phase:

Sequence Two includes the demolition of the existing building. Based on the demolition extent shown in the detail below, a significant portion of the area between the existing northwest parking lot and the new building will be removed—effectively cutting off direct access.

Is it the government’s expectation that the contractor create a temporary access path from the northwest parking lot to the new building during this phase? If so, please clarify the required path type (e.g., gravel, asphalt, temporary walkway, etc.) and any accessibility requirements.

A: See C102B Construction Keynotes Note 4. See specification 024116 1.8 B 2. Also see specification

015000 1.5 G and 3.6 J. 5. Temporary access paths must meet specification and accessibility requirements.

49) Q: Sheet 10 – C102D Construction Keynote Sequence 4 (Note 3):

Note 3 references ensuring the aggregate base course meets project details and specifications where new asphalt will be placed.

Can the government confirm whether it is the contractor’s responsibility to excavate and verify the existing base conditions during the bidding phase or after contract award?

A: It is the Contractor’s responsibility to investigate the site (FAR 52.236-3 Site Investigation and

Conditions Affecting the Work), to the extent possible, prior to bidding. Unless explicitly identified in the solicitation, the Government makes no guarantee of existing aggregate suitability.

Additionally, if the existing base is found not to meet project specifications, will this be addressed through a change order?

A: See previous answer, unless explicitly identified/described in the solicitation, no guarantee is made regarding aggregate suitability. See also FAR 52.236-3 Site Investigation and Conditions

Affecting the Work.

50) Q: Fire Hydrant Relocation:

Is it the government’s expectation that the contractor will be responsible for relocating the existing fire hydrant, or will this work need to be coordinated directly with the local water company using an approved list of excavators?

A: Hydrant is on Government-owned land. Contractor to verify responsibility for relocation of hydrant with appropriate Authorities Having Jurisdiction prior to bidding. See also FAR 52.236-3

Site Investigation and Conditions Affecting the Work.

Additionally, could you please provide the name and contact information for the water utility company servicing this site?

A: A preliminary design report from 2021 indicated water is provided by the City of Shoshone, no contact name was listed. Contractor to verify and coordinate as needed prior to bidding.

51) Q: Sheet 39 – L502 Site Furniture:

Can the government confirm whether substitutions will be allowed for any of the specified site furnishings listed on Sheet L502, including:

• Stainless steel security bollards (manufactured in Canada)

• Carson bicycle rack

• Litter receptacles

• Strata beam bench

Or is it the government’s expectation that these exact products be provided with no substitutions?

A: Follow the specs or equal. See FAR 52.236-5 Material and Workmanship, Specification 016000

1.2, 1.3, 2.1, 2.2, and 014000 1.4. Note in the above Bicycle Racks, Trach Receptacles, and Seats all include the phrase “...available manufacturers offering products that may be incorporated into the

Work include, but are not limited to...” Also note that any substitution must meet salient characteristics of any products described in the specifications and/or products used as a basis of design.

52) Q: Sheet 17 – C108 Pre-Engineered Steel Structure Cabanas:

Is there a preferred manufacturer for the two pre-engineered steel structure cabanas noted on Sheet C108, or is it the contractor’s responsibility to select a manufacturer, provided the product meets the plans and specifications?

A: See previous questions regarding comparable product submission requirements. Specification

107346 may be changed in a future amendment to include specific “or equal” language.

53) Q: AISC Certification Requirement – Section 051200, Part 1.7 (Quality Assurance):

The specification currently requires that both the fabricator and installer be AISC certified. One of our interested steel subcontractors adheres to AISC standards but is not formally certified, and has requested clarification on whether this certification is an absolute requirement or if it may be waived.

They are willing to cover the cost of third-party special inspection services in lieu of AISC certification to ensure full compliance with quality assurance standards.

In our experience, requiring AISC certification in this case may unintentionally limit competition, increase project costs, and exclude otherwise qualified local vendors—many of whom are experienced, capable, and prepared to meet all other specifications through additional oversight.

We respectfully request clarification on whether the government would consider allowing qualified, non-

AISC-certified firms to participate, provided that third-party special inspections are conducted to verify full conformance with the project specifications.

54) Q: Do the Superintendent, SSHO, and QC Manager need to be 3 separate individuals?

A: See answers to Questions 27 through 29.

55) Q: Can the period of performance be extended after award due to long-lead materials?

A: Only under unusual circumstances as identified in FAR 52.249-10, Alt I.

56) Q: Please provide the site visit sign-in sheet.

A: To be provided via solicitation amendment 1.

57) Q: Provide bidding quantities for deteriorated base course.

A: No quantiles are provided beyond what is currently shown in the solicitation

58) Q: Is this project tax exempt?

59) Q: Are third-party inspections required? (e.g., structural, envelope, commissioning)

A: Follow the specs and drawings.

60) Q: The Price Breakout (Attachment 3) does not include separate line items for MEP scopes

(Divisions 21–23, 26–28). Section 012000 (1.3.B.3) requires separate line items for principal subcontracts where appropriate. Bid Item 8 states it includes all structural, mechanical, electrical, and architectural work.

Please confirm:

Is it acceptable to include all MEP work within Bid Item 8 with no breakout?

A: Yes, it is acceptable to include MEP within Bid Item 8 without additional breakout at the time of bidding. However, 012000 1.3 is a separate requirement for the contractor to provide a schedule of values after award. The Schedule of Values document will correlate pricing with specification section as described in the solicitation.

Or will a revised breakout be issued with itemized MEP scope?

A: No revised breakout will be provided at this time.

61) Q: Section 211313 – Fire Sprinkler Systems, Paragraphs 1.2 & 1.5, Sheets F001 & F002: Please confirm if the fire sprinkler system layout shown on drawings F100–F200 is schematic only. Should the contractor provide fully engineered, NFPA 13-compliant layout, hydraulic calculations, and coordination drawings as part of submittals?

A: Please see Drawing F001 General Notes and Specification 211313. Follow procedures for obtaining AHJ approval.

62) Q: On drawings P101–P104, plumbing connections are shown at fixtures. Please clarify whether flexible connectors are allowed at sinks and lavatories or if all connections must be hard-piped. Confirm pipe material transitions where buried pipe interfaces with interior runs.

A: See P601 Plumbing Fixture Schedule, C-107 for pipe materials outside building, and P101, P102, P103, P104, P501, P502, P901 and Division 22 Specifications for material types, sizes, locations, and transitions.

63) Q: Drawings M201–M300 show VRF systems with general equipment location and ductwork, but specification 238129 calls for delegated design. Please confirm if final refrigerant pipe routing and calculations are a contractor responsibility, and if stamped shop drawings are required.

A: Specification describes qualifications, required submittals, and indicates delegated design to make a complete and operating system; contractor to verify which drawing components and specifications require further delegated design and to follow Drawing and Specification

64) Q: The spec table of contents references Section 271000 Structured Cabling, but no security/fire alarm layout is found in drawings. Please confirm if the electrical contractor is to furnish all communications, fire alarm, and security wiring and devices, or if a separate Division 28 contractor is expected.

A: See Sheet E105 for Fire Alarm Plan. All work shown and described in the solicitation will be performed under this single contract unless work items are explicitly identified as Not-In-Contract or Government provided.

65)Q: Please confirm if grounding system testing per IEEE 81 must meet a 10-ohm maximum threshold.

If not met, is chemical rod installation or grounding grid enhancement acceptable mitigation?

A: Follow requirements and testing methodology in Specifications. If ground resistance is not met, notify Government per 260526 3.5 G. Final selection of abatement, if needed, will consider availability of space and found soil conditions at locations of grounding components.

66) Q: Section 012000: Specifications and pricing documents note "Site Rock Removal" as a lump sum or BCY line item. Please confirm:

Whether rock removal is included in the base scope only if encountered, or if a separate unit price or allowance applies.

A: See Attachment 2B and Attachment 3 for unit of measure.

If a differing soil condition is discovered during excavation, will a change order be considered, or is all material assumed under the base bid?

A: Note differing site conditions clause FAR 52.236-2. The Government makes no assertion of soil conditions outside of what is described in the solicitation.

67) Q: Please confirm acceptable laydown area boundaries during construction. Additionally, please confirm whether the main entrance must remain open to pedestrian, staff, and vehicle access at all times, or if limited temporary closures are permissible with notice.

A: See question 21 and question 46.

68) Q: Please clarify whether the referenced “15% subcontractor limit” applies to a specific trade, the total percentage of subcontracted work allowed by the prime contractor, or refers to self-performed work under FAR 52.219-14 (Limitations on Subcontracting). If applicable, confirm which base or option items it applies to.

A: Read the clause and requirements.

69) Q: There are five storage sheds currently on site. Please confirm:

Who is responsible for relocating the sheds — the Owner or General Contractor?

If the Owner relocates them, who is responsible for re-establishing electrical power to the sheds?

If the GC is responsible, please identify the relocation destination (on-site or off-site) and whether reconnection of utilities is included.

70) Q: Section 015000 – Temporary Facilities and Controls, Paragraphs 2.2.A, 3.4.A.1, 3.4.K–L:

The specifications require the contractor to provide a temporary field office, with references to both general contractor use and limited Government access for communications. To properly size, configure, and price the field office, please confirm the following:

What is the minimum required size or square footage of the trailer?

A: The trailer must be sufficient for Contractor’s needs and otherwise follow drawing and specification requirements.

Are specific interior spaces required (e.g., private offices, meeting area, secure file storage, restrooms)?

A: Government use of jobsite office will be incidental (reviewing subcontractor logs, reviewing on-site record drawings, regular and/or impromptu meetings with contractor, etc.).

Are furnishings or finishes required (e.g., desks, file cabinets, flooring, HVAC)?

A: Follow specifications

Does the Government require dedicated workspace or desks, or is access to WiFi and a shared communications terminal sufficient?

A: No dedicated space for Government personnel is required

How many Government personnel, if any, are anticipated to access the field office on a regular basis?

A: See previous, with limited exceptions, access should be limited to government personnel with contractual authority.

71) Q: Confirm if contractor is responsible for coordinating and furnishing domestic water booster pumps shown in Section 221123.13, or if this is Owner-furnished equipment.

A: Unless explicitly listed as “Government Furnished” all materials and equipment are to be provided by the contractor.

72) Q: Please confirm whether the following are required under the base contract scope for Division 26 –

Electrical:

Is an arc-flash hazard analysis/study required?

A: Arc-flash labels are required; therefore, calculations to derive incident energy must be performed to create labels. See specifications.

Is a short circuit and protective device coordination study required?

A: See specifications. Calculations must include fault current, operating/clearing times, etc. And be sufficient to create arc-flash labels with appropriate level of hazard and PPE requirements as described in NFPA 70E.

Are arc-flash labels required to be furnished and installed on electrical equipment?

A: Yes, see specifications.

If required, must these studies be:

Conducted by a licensed third party or registered PE?

A: See specifications. Specifically referenced in NFPA 70E and any internally referenced requirements, such as IEEE 1584. Performing arc-flash calculations is an engineering practice, see

014000 1.8 E.

Submitted with closeout documentation?

A: Follow procedures outlined in specifications. Arc-flash calculations and labels would need to be submitted, approved, and installed significantly ahead of closeout.

Who is responsible for performing and sealing these studies (e.g., electrical subcontractor, GC, or

Government)?

A: Unless explicitly waived, it is the general contractor's responsibility to ensure required submittals outlined in associated specifications are provided to the Government.

Is there a specific software or format (e.g., SKM, EasyPower) mandated for these studies?

A: No

73) Q: Is a specific Johnson Controls (JCI) integration vendor or contact required by the Government for connection to the Metasys server, or may any BACnet-compliant contractor perform this work?

74)Q: Please confirm if the sequence of operations provided in the specifications is considered complete and sufficient for controls programming, or if further direction will be issued post-award.

A: Follow specification for bidding, address as an RFI after award if needed.

75) Q: Please confirm whether the fire alarm system must be furnished and installed by a specific manufacturer-certified contractor, or if any qualified fire alarm vendor may provide the system as long as it meets NFPA 72 and project specifications. Additionally, are there any proprietary requirements, monitoring systems, or existing facility standards (e.g., Simplex, EST, Notifier, etc.) that must be matched or integrated with?

76) Q: Please provide as builts on existing field office to be demolished.

A: Not available.

77) Q: Please provide details for carport to be demolished.

A: Not available.

78) Q: Confirm contractor is responsible to design and sumbmit stamped drawings for the cabana structure. Are there any other design requirements?

A: See specifications for salient characteristics and designer qualifications.

79) Q: Confirm top of dumpster footing to be 2'-0" below FFE of enclosure.

A: If this is referring to the HVAC enclosure (Drawing C508), details 42 and 43 show 2’-0” to top of footing. Note that the gate foundation differs in depth and method of construction.

80)Q: Reinforcing notes for the SOG state #4 @15" OC on S002 and S101 calls out #4 @18" OC. Please confirm which note to use for bidding purposes.

81) Q: How many storage sheds are there to be removed?

82) Q: Will these sheds need to be relocated elsewhere on the site or hauled away?

83) Q: Section 055000 (Specs) does not clearly indicate whether both galvanizing and painting are required for exterior metal fabrications, or if one treatment supersedes the other. Please confirm.

A: Follow indications on Drawings and Specifications, also see Part 2 of 055000.

84) Q: Section 064116 (Specs) outlines performance requirements but not material specifics. Please confirm if moisture-resistant core materials are mandatory for cabinetry located in wet areas.

A: Specifications cite compliance with the Architectural Woodwork Institute standards for cabinets. Follow requirements for moisture resistance, and other characteristics as required by the standards.

85) Q: Section 072500 (Specs) does not specify performance tests or mock-ups for verifying weather barrier compliance with air leakage rates. Please confirm if such verification is required.

A: See Specification 072500 1.4 B “Test Reports: submit test reports indicating compliance with specified performance characteristics and requirements.” Requirements are found in 072500 2.3 D.

86) Q: Section 077253 (Specs) refers to manufacturer’s standard spacing for snow guards without referencing drawings. Please confirm required layout and installation locations.

A: See Architectural drawings, Specification 077253 1.3 D and 3.1.

87) Q: Section 101423 (Specs) specifies materials and mounting for panel signage but lacks quantity or content details. Please provide clarification.

A: See drawings.

88) Q: Section 102239 (Specs) does not indicate whether structural support details for folding panel partition track systems are provided by the structural engineer or delegated to the manufacturer. Please confirm.

A: See specifications 102239 1.4 D.

89) Q: Section 122413 (Specs) details product types for roller window shades but lacks a schedule.

Please confirm if all exterior glazed openings require shades.

A: See drawings.

90) Q: Section 123661.19 (Specs) does not specify if a particular color or manufacturer series is required for quartz agglomerate countertops. Please confirm if contractor-submitted samples are acceptable.

A: See Specification 123661.19 2.1.

91) Q: Section 051200 (Specs) does not clarify if shop-applied primer is required for all interior steel members or only for those exposed to view. Please confirm.

A: See S002 Structural Steel Notes 7. A.

92) Q: Section 052100 (Specs) references SJI criteria for steel joists without specifying load/span tables or deflection limits. Please confirm which to use.

A: Unclear. Specifications require joists that comply with SJI load tables. See also 052100 1.3 B.

and S003 Cold-Formed Steel Notes.

93) Q: Section 053100 (Specs) mentions deck fastening at perimeter supports but lacks specific requirements. Please confirm.

A: Spec describes products and general installation requirements, including following manufacturer’s written instructions and SDI. Drawings show additional deck installation details.

94) Q: Section 054000 (Specs) does not provide allowable stud height and spacing assumptions for non load bearing partitions. Please confirm.

A: Follow stud height and spacing as shown on plans and/or as approved by subsequent shop drawings submitted after award. See S003 Cold Formed Steel Note #9 and 4/S303 section note.

95) Q: Section 055000 (Specs) refers to safety standards for stair treads but does not clarify if slip resistant coatings are required. Please confirm.

A: Unclear where this reference is. Generally, slip resistant coatings are required, but need additional clarification on location of question to make a determination.

96) Q: Section 051200 (Specs) does not indicate if moment-resisting connections are required at beam-to column interfaces. Please confirm.

A: See 051200 2.1 B. Specs list products and general installation requirements, follow specifications and drawings.

97) Q: Section 052100 (Specs) references bridging for joists but does not specify type or spacing. Please clarify.

A: Section 52100 1.3 A. requires shop drawings (contractor provided) indicating joining and anchorage and includes bracing, bridging, etc. Shop drawings should follow SJI requirements (2.4

A.) of material size and type. Also see S003 Cold-Formed Steel Notes for additional information.

98) Q: Section 053100 (Specs) includes both welded and button-punched methods for side-lap connections. Please confirm which method is required.

A: Unclear – specifications only describe sidelap fasteners; see also 1/S103 Roof Deck Note #1 and

1/S303. Follow drawing and specification requirements.

99) Q: Section 054000 (Specs) lacks specifications for corrosion protection types for cold-formed steel framing in exterior walls. Please confirm required coatings.

A: Review Drawing S003

100) Q: Section 055000 (Specs) does not specify anchoring method or embedment depth for steel handrails. Please provide clarification.

A: Unclear – if asking about grab bars the requirements are in 102800. Anchoring requirements are in Specification 055000 2.3 I., J. and K.

101) Q: Section 051200 (Specs) does not include termination detailing for vertically applied dampproofing. Please confirm if termination bars are required.

A: Dampproofing is found in 071113 (note type of products in PART 2) and requires compliance with manufacturer's instructions for installation in addition to drawing and specification

102) Q: Section 072100 (Specs) lacks explicit R-value targets for wall and roof assemblies. Please confirm required values.

A: See Drawing G102, A001, etc.

103) Q: Section 072100 (Specs) does not clarify if fire blocking is required between insulation layers in wall assemblies. Please confirm.

A: Follow requirements indicated on specifications and drawings. See A602 and wall details and sections.

104) Q: Section 072500 (Specs) does not specify whether the weather-resistive barrier must be vapor permeable or impermeable. Please confirm.

A: Vapor permeability is described in 072500; follow instructions on drawings for types of barriers depending on location.

105) Q: Section 072500 (Specs) lacks details on field testing for weather barriers. Please confirm testing requirements.

106) Q: Section 072600 (Specs) does not specify if a Class I vapor retarder is needed under all slabs or only under conditioned areas. Please confirm.

A: See S002 Foundation Notes, S101, and Architectural drawings

107) Q: Section 074113.16 (Specs) lists several panel dimensions for standing-seam metal roofs.

Please confirm the required panel width and seam height.

A: Please read specification 074113.16 2.2 B 1-6.

108) Q: Section 076200 (Specs) does not indicate if shop drawings are required for all flashing conditions or just custom details. Please confirm.

A: Please read specification 076200 1.3 B.

109) Q: Section 079200 (Specs) provides general sealant types but does not specify ASTM standards or exterior vertical expansion joints. Please clarify.

A: Please read specification 079200, ASTM referenced included in product descriptions. Unclear which expansion joints are in question, see 4/S502, A201, A001, etc. for typical joint locations and

110) Q: Section 071113 (Specs) does not state if dampproofing must fully or partially cover below grade foundation walls. Please confirm.

A: Please read 071113 3.1 in its entirety.

111) Q: Section 071113 (Specs) does not specify if a primer is required on all substrates, including

CMU, prior to dampproofing application. Please confirm.

A: Please read specification 071113 2.3 B. Follow specification, drawing, and manufacturer requirements (See Part 3). If additional direction is needed provide RFI after award.

112) Q: Section 072100 (Specs) does not clarify if cavity insulation alone satisfies code or if continuous insulation is required. Please confirm.

A: See Architectural sheets (A001, A122, A123, A602, G102 Notes, etc.) for location and type of insulation