N4008518R0612PPI_LOG_2A_REV.pdf

PRE-PROPOSAL INQUIRY ATTACHMENT (5.3)

Solicitation Number: N40085-18-R-0612

Contractor Name:

Contractor POC (Name and email):

Instructions: DO NOT submit in PDF format. DO submit as a word document

Contract or PPI#

Section of RFP or Page Number

Paragraph Reference

Drawing Number

Question RESPONSE

RFP Section 6.6.1

Price Proposal Contract Line Items

CLIN

0001AB

Please provide a quantity in cubic yards to be included in this line item. “CLIN 0001AB.

Price for demolition and excavation of buried concrete and debris that is encountered within planned excavation limits and not identified in the Contract Documents for demolition, greater than

0.5 cubic yards (c.y.) in size , in accordance with the following schedule:”

Response: The DOR recommends that a quantity be provided for initial pricing for this item; a quantity of 200 cubic yards is suggested.

Section 00 21 00 sub-paragraph

5.2 (b)

Technical Factors

N/A Sub-paragraph 5.2(b) of Section 00 21 00 states, "[i]nclude a cover page to include the following for the Prime Contractor and Designer of Record…" Please confirm whether information for the Designer of Record is required.

Response: The language regarding “Designer of Record” seems to be applicable to a Design/Bid project, not a Design, Bid, Build project.

21 00 sub-paragraph

5.2 (b) (i)

Technical

Factors –

Basis of

Evaluation

N/A Please confirm whether Offeror may utilize experience information of affiliates/subsidiaries/pa rent/LLC/LTD member companies for experience submitted under Section 00 21 00 sub-paragraph 5.2(b)(i) Factor 1, Corporate

Response: Offeror may utilize experience as the prime contractor on projects that are similar in size, scope, and complexity.

Experience.

21 00

General n/a Section 00 21 00 does not require the submission of a Small Business Subcontracting Plan or a Small Business Participation Plan.

However, Clauses 52.218-8 (Utilization of Business Small Business Concerns) and 52.219-9 (Small Business Subcontracting Plan) are both referenced Please confirm that neither a Small Business Subcontracting Plan nor a Small Business Participation Plan are required with our proposal submission but will be required post-award.

Response: A Small Business Subcontracting

Plan or a Small Business Participation Plan are required by winning offeror after award.

Structural S-122 and S-123

Will the deck need to be shored prior to concrete pours for slab on deck?

Please verify if current design includes deflection.

Response: No, the design is for unshored installation. Beams and girders are cambered as necessary. Place the concrete topping a constant 3” thick atop the 3” composite steel deck.

Structural S-113 Please provide details for the concrete stairs shown on S-113 at the exterior walk.

Response: Detailing should be a combination of Exterior Stair Section B1 / A-232 and Section B1 / S-504. Extend the reinforcing indicated in B1 / S-504 into the stair slab and the vertical wall section beneath the bottom step. The slab minimum thickness beneath the steps is 6 ¾” and the thickness of the vertical wall section beneath the bottom step is 8”.

Provide a #3 rebar in each stair nosing, 1 ½” clear of the surface of the concrete.

13 48 00 Architectura l, structural and MEP’s

Specification 13 48 00 is given for Seismic Protection for Misc

Response: The seismic design category for this building does not require this bracing.

Sections 13 48 00 and 13 48 00.00 10 will

Equipment. Equipment is listed in 1.2.2, but in part 2 and part 3 of the spec, it seems to reference Mechanical, electrical and plumbing items. Please revise specification to adapt to the items listed in 1.2.2.

be removed by amendment.

Structural S-510 and A-611

Detail B1 on S-510 appears to show a window head w/ a steel lintel that is epoxy anchored into CMU.

Details on A-611 appear to show headed studs.

Please verify if epoxy-anchored shelf angles can be used. Please provide a structural detail showing angle size/dimensions.

Response: Please see Typical Brick Support Lintel detail A1 / S-005. Also applies to door heads. Post-installed screw anchors (e.g., Titen HD) are indicated. Alternatively, chemical anchors could be submitted for approval. Attach jamb and sill angles in the same manner. It is anticipated that head / jamb / sill angles would be shop-welded and shipped to the field as one-piece assemblies (but not required).

Angle sizes for jambs and sills are as follows.

A1, A3, A4, C3, C4 / A-630: L5x3.5x0.375 A1, A4, C4 / A-640: L5x3.5x0.375 A3, C3 / A-612: L5x3.5x0.375

Fall Protection

Architectura l

C4/A-190 There does not appear to be any specifications on the Roof Fall Protection system.

Please provide information on Fall Protection System.

Response: Provide as detailed in the drawings. A manufacturer’s reference for the roof anchor will be added to the detail by amendment (Super Anchor Safety, model no. CRA-18:1033 “loop Top”)

011 A-115, A-

On Sheet A-115 in room 1D08 it specifies VP2 and an overhead coiling counter door in the same location. On detail D-1 on A-435 the Physical Therapy entrance does not specify an overhead coiling counter door.

Then on sheet A-442 cut section A4 it specifies the PT Reception Section but

Response: A rolling counter door is not required at for the counter at Room 1D08.

The VP2 rolling counter window provides security at this location.

it was also referenced for the Audiology Reception cut section.

If it is indeed an overhead coiling counter door then it is missing from the door schedule. 7 doors are showing on the door schedule but there appears to be 8 please confirm.

01 14 00 & 02 41 00

1.2 (of 01 14 00)

N/A Spec 01 14 00 Work

Restrictions states to see spec 02 41 00

Demolition for description of construction coordination with demolition of existing and currently occupied structures. Scheduling of demolition phase work will be coordinated through the

Contracting Officer.

Specification 02 41 00 has no info on phasing requirements for the demolition of buildings.

Please advise of phasing requirements and facility move in/out requirements, if any for the demolition of buildings 408, 411, 311, 332, HP416, HP206, 460

& 460B.

Response: The DOR recommends that the Navy issue the amendment language provided in response to this item – this language is needed to clarify this order in which the individual buildings may be demolished and the time period required for the Government move from the existing medical/dental clinic to the replacement facility.

02 82 16.00

1.3.1.1 N/A Specification 02 82

16.00 20 paragraph

1.3.1.1 titled

Response: In October 2016, composite samples of the wallboard system (drywall & joint compound) throughout Building 460

Wallboard/Joint

Compound states that composite samples of the wallboard system were tested and found negative for asbestos, discrete samples of the wallboard were tested and found negative for asbestos, and that discrete samples of the joint compound were tested and found positive for asbestos. It further states that those samples of positive joint compound were taken from reporting

23OCT2012 however joint compound samples taken 43 months later during reporting

27JUL2016 were listed as non-ACM. The paragraph states to check with the Base

Asbestos Project

Manager on if material has been abated.

1. Please confirm with the Base Asbestos Project Manager if in fact this material has been abated.

Wallboard/Joint Compound is considered a friable material and has high costs/sf to abate.

2. If we are still to were tested and found negative for asbestos. The Camp Lejeune Asbestos Inspection Summary report from the Camp Lejeune Asbestos Manager dated October 2012 documented discrete samples of the wallboard were tested and found negative for asbestos and discrete samples of joint compound were tested and found positive for asbestos. The Camp Lejeune Asbestos Inspection Summary report from the Camp Lejeune Asbestos Manager dated July 2016 documents no asbestos containing drywall or joint compound present in Building 460.

The July 2016 report also documents joint compound and drywall throughout Building 460 either tested negative for asbestos of was removed as of July 2016. Based on this additional information, no asbestos containing drywall or joint compound should be present in Building 460 assume abatement is required please confirm the 11,000SF is of the wallboard system or if the 11,000SF is specific to joint compound only.

3. If specific to joint compound only what was the joint width assumed in calculating the SF number?

02 41 00 N/A N/A Contract documents do not identify any existing

FF&E items for removal/disposal by the contractor. Confirm the government remove all existing FF&E items prior to demolition of the buildings? If government is not removing FF&E items from building for bidding purposes please specify how many 40CY dumpsters should be assumed for the removal of these items.

Response: The Government will dispose of all FF&E items prior to the existing buildings slated for demolition being released to the Contractor for demolition. No FF&E items are required to be handled by the Contractor prior to demolition of the buildings.

N/A N/A The contract documents appear to have only included hazardous materials survey performed of the buildings to satisfy

AHREA/ASHARA

protocol for building occupancy and not

Response: The Contractor is required to comply with NESHAP. The contract drawings and specifications provide sufficient information for the contractor to comply with NESHAP requirements.

comprehensive enough for demolition projects that require NESHAP permit type inspections.

Please provide a full comprehensive report compliant with NESHAP inspection requirements for complete building demolition at each building to be demolished.

02 83 13.00

Table 1 N/A Specification 02 83

13.00 20 Table 1 has a column for Component

Detail. It appears some of the component details are cut off in the table. Please provide

Table 1 with row heights so that all applicable text can be read.

Response: Table 1 details are attached.

02 83 13.00

Table 1 N/A Specification 02 83

13.00 20 Table 1 does not include the percentage of lead in the identified materials/paint. Please provide the percentage of lead concentration for each of the component details in

Table 1.

Response: Table 1 details are attached.

20 & 02 83 13.00

3.2.2 & 3.1.1.3

N/A Specification 02 82

16.00 20 paragraph

3.2.2 Furnishings states

that Furniture and

Response: Confirmed, the General Contractor is not responsible for relocation or disposal of existing furniture and equipment from the buildings being demolished.

equipment will be removed from the area of work by the

Government before asbestos work begins.

Specification 02 83

13.00 20 paragraph

3.1.1.3 states that The

Government will remove furniture and equipment from the building before lead work begins. Confirm the Contractor shall bear no costs in removal of any existing furniture and equipment in buildings 331, 332, 408, 441, HP416, HP206, 460, and 460B.

02 84 16 3.3.1 N/A Specification 02 84 16 paragraph 3.3.1 states that Ballasts without a

"No PCB" label shall be assumed to contain

PCBs and containerized and disposed of as required under paragraphs STORAGE

FOR DISPOSAL and

DISPOSAL. If there are less than 1600 "No PCB" labeled lighting ballasts dispose of them as normal demolition debris. There are no quantities given in the contract documents. For bidding purposes what total quantity of “No

PCB” labeled lighting ballasts shall be

Response: Contractor is responsible for confirming the total number of lighting ballasts and should refer to the existing building drawings being demolished for this information. Those drawings are being issued for informational purposes by the Government.

assumed for all demolished buildings?

02 84 16 1.3.3 N/A Specification 02 84 16 does not quantify lamps as defined in paragraph

1.3.3 to be collected and disposed of. For bidding purposes what total quantity of lamps shall be assumed for all demolished buildings?

Response: Contractor is responsible for confirming the total number of lamps and should refer to the existing building drawings being demolished for this information. Those drawings are being issued for informational purposes by the

02 41 00 N/A N/A Please provide as-built drawings for buildings

331, 332, 408, 441, HP416, HP206, 460, &

460B to be demolished so that demolition subcontractors can accurately price the scope of work.

Response: Electronic files of the drawings of the existing buildings shown to be demolished (Buildings 408, 441, 450, 460B, HP416, and HP206) were provided as part of the Bid Document submittal. These files should be provided to the proposers for informational purposes if they have not already been issued.

02 84 16 1.3.6 N/A Please specify if quantities for the disposal of lamps as defined in specification

02 84 16 should be assumed as small quantity or large quantity per definitions of 40 CFR 273.

Response: Contractor is responsible for confirming the total number of lighting ballasts and should refer to the existing building drawings being demolished for this information. Those drawings are being issued for informational purposes by the

02 84 16 3.5 & 3.5.3

N/A Regarding PCBs, specification 02 84 16 paragraph 3.5 DISPOSAL states to dispose of off

Government property in accordance with EPA, Response: PCBs are to be delivered to storage site at 906 Louis road, Camp Lejeune, NC in accordance with paragraph

3.5.3 of Specification Section 02 84 16.

DOT, and local regulations at a permitted site while paragraph 3.5.3 states to load and haul PCB’s to storage site at 906

Louis Road, Camp

Lejeune, NC. Confirm all

PCB’s are not to be hauled off government property and shall be taken to 906 Louis Road, Camp Lejeune, NC

DRMO.

02 84 16 1.3.6 Specification 02 84 16 does not identify any mercury containing equipment within buildings to be demolished. Confirm buildings being demolished contain no mercury-containing equipment. If mercury-containing equipment is assumed provide quantities for bidding purposes.

Response: The interior florescent lights and exterior HID lighting have been assumed to contain mercury for lack of other formal documentation and will require disposal as hazardous waste or recycling prior to demolition or renovation activities. The interior of each facility contained fluorescent light fixtures. There are thermometers in mechanical rooms associated with steam lines within Building 460B that may contain mercury.

Thermostats found within the Buildings have been upgraded to an electronic/digital type. The Contractor is responsible for determining the quantities of mercury containing equipment for disposal and should refer to the existing building drawings being demolished for this information. The drawings of the existing buildings are being distributed for informational purposes by the

02 86 13 1.3.6 Specification 02 84 16 does not identify any batteries within buildings to be demolished. Confirm buildings being demolished contain no batteries as defined in

40 CFR 273.2. If

Response: Exit signs with fluorescent lamps and backup batteries along with emergency lighting banks were identified throughout Buildings 331, 332, 408, 441, and 460B.

Batteries are regulated under 40 CFR Part 273 and should be recycled. The Contractor is responsible for determining the quantities of batteries for disposal and should refer to the existing building drawings being demolished for this batteries are assumed provide quantities for bidding purposes.

information. The drawings of the existing buildings are being distributed for informational purposes by the Government

N/A

N/A A-125 and

A-680

In the drawings it calls for A1141 7-Tier rotary file shelving, please provide manufacture or more details pertaining to this shelving.

Response: Basis of Design is Model/Manufacturer: Aurora, Times-2 by Aurora Storage Products;Starter Unit Model#: (3)171S, 82” High, 7 Tier;Add On Unit Model# (3) 171A, 82” High, 7 Tier;Local Rep: Patterson Pope, Frank Skinner 205-563-4777

A-116 and

A-680

In the drawings it calls for A1145A manual movable aisle storage shelving, please provide manufacture or more details pertaining to this shelving.

Response: Model/Manufacturer: 1000 Series by Aurora Storage Products, Mechanical Assist Mobile Shelving Unit;Size

– 17’6” W x 8’ D x 6’-11 ¼” H; High Density Storage System, as per Drawing, with Leviable Structural Rail, capable of supporting carriage weight, weighing 1000 pounds per carriage foot, fully grouted.

Raised floor and ramp to be installed before finish floor, in Phase I of installation, manufactured from ¾” Contractor to have service support minimum of 3 hours drive time to support the storage system. Phase II of the installation to provide carriage capable of supporting 1,000 pounds, fully unitized, jig welded, providing safety retainer lip, minimum of 6.25” high; Local Rep: Patterson Pope, Frank Skinner 205- 563-4777

32 39 00 N/A CS402 Refer to drawing CS402.

Mesh Fencing shown in

Equipment Yard at the

South East corner

Retaining wall has about

18 LF of fencing next to

Pad Mounted

Transformer. What is the purpose of this fence or is this an error?

Response: This is a drafting error. Please delete fence next to Pad Mounted Transformer – it is not required.

31 11 00 3.2.3 CD101 &

CD102

Specification 31 11 00 paragraph 3.2.3 states to remove material not

Response: Please refer to Specification Section 02 41 for work required under existing buildings. The areas to have 18” suitable for foundation purposes to a depth of not less than 18" below the original ground surface level in areas indicated to be grubbed and in areas indicated as construction areas for buildings & areas to be paved. The drawings do not indicate specific areas as "areas to be grubbed" Most of the new building footprint exists on top of existing bldg. 408 footprint and paved areas along the east side of bldg. 408.

Confirm the areas that require the 18" depth removal are the existing green areas ONLY and we are NOT to remove

18" below the subgrade elevation of existing buildings and paved areas after the existing are demolished.

depth removal will be the existing green areas where new construction will occur and any other areas as directed by the geotechnical engineer

N/A N/A VF101 &

CU101

On drawing VF101 there are two water service utilities shown to serve bldg. 441. One entering on the north side and one entering at the east.

On drawing CD 101 only the north service is shown for demolition.

On drawing CU101 both the west service and the north service lines are shown to be plugged.

Confirm the west water service is to be

Response: Both service lines are to be demolished demolished and not left in place after cut/cap/plug is installed.

VF101, CD

101, &

CU101

The water service utility at building 441 that enters at the north elevation does not indicate an existing valve is in place to shut water off to allow a cap to be installed. Confirm that the water main running along I Street can be shut down to allow the cut and cap to take place or if a tapping sleeve gate valve will need to be installed to allow the line to be isolated and capped.

Response: Contractor to coordinate utility work with base utilities and proceed as required by existing site conditions.

CU101 There is a new fire hydrant shown on

CU101 to be installed along I Street that is to be tied into the exiting water service running parallel to I Street.

There is no tapping sleeve shown for the tie

in. Confirm that the water main running along I Street can be shut down to allow the install of a T into the existing water service or if a wet tapping sleeve is to be utilized.

Response: A wet tapping sleeve will be required.

N/A N/A VF100 Please provide as-build drawings for buildings

408, 441, 331, & 332.

Earthwork bidders need

Response: Please refer to the files of the drawings of the existing buildings shown to be demolished (Buildings 408, 441, 450, 460B, HP416, and HP206) which. These to know the existing slab profile thickness to determine existing subgrade for excavation/fill bidding purposes. If no as-builds are available, please give a profile thickness

(slab and capillary fill) to assume at the existing buildings.

files should be provided to the proposers for informational purposes if they have not already been issued

N/A N/A A932 In the drawings, signage type "XBA, C3) are identified but there is no specification on these signs. Please provide specification on these signs.

Response: XBA-C3 is not a sign type on signage plans, for typo on sign message schedule (A-934) for room 2D15, use sign type A1

N/A N/A A931-

A933

In the drawings, "XPC, XBB, XD2) are identified under "sign types" but none have been identified in the drawings. Please provide locations for these signs.

Response: XPC sign is found on Landscape Site Details sheet (LS501).

C3-UNIT SITE SIGN. Location of sign C3 on sheet (LP104) XBB – Omit, not used XD2 sign is found on Landscape Site Details sheet (LS501)

33 11 00 2.1.1 CU201 Drawing CU201 4" domestic water & 6" fire water from main to building shows PVC material. Specification

33 11 00 does not list a material spec for PVC pipe. Please provide updated specification for PVC materials.

Response: Change piping material indicated on Sheet CU201 from PVC to ductile iron as indicated in the specifications.

33 11 00 2.1.1.2 N/A Specification 33 11 00 paragraph 2.1.1.2 states to provide flanged joints where indicated. CU series sheets do not show any flanged joint locations.

Response: Flanged joints are not be required except to the extent that they may be indicated on the drawings. The information concerning flanged joints is Included in specifications to address the requirement if so indicated in the drawings.

038 23 00 00 2.12.3 (b) Air Handling Unit spec asks for the units to be

“knockdown” type construction. This is not mentioned anywhere on the plans. Are these Air

Handling Units required to be “knockdown”?

Response: Yes air handling units are required to be knockdown construction per the specification

23 00 00 2.12.3 (f) Air Air Handling Unit spec says the units will have to be seismic certified.

This is not a typical requirement at Camp

Lejeune. Will these Air

Handling Units require seismic certification?

Response: Seismic certification is not needed however the AHU case shall be designed and constructed to a SDS value of 0.16g such that the AHU case will not undergo failure in the case of a seismic event.

23 00 00 2.16.3 The spec for condensate drain line piping material says to refer to

22 00 70. This section does not directly address condensate drain. Can PVC be used for this application?

Response: PVC is acceptable for use on condensate drain systems.

23 09 23.13

All “BACnet Direct Digital

Control Systems for

HVAC”, Rev 11/15 does not match the latest

Camp Lejeune Naval

Hospital direct digital

Response: Project specification is not required to match the “latest Camp Lejeune Naval Hospital direct digital control specifications and standards”. Per UFC 4- 510-01, EMCS connection is not required control specification and standards. The current

Cyber Security and

EMCS connection requirements are not addressed.

N/A N/A P-505, A120, PP120,

PW120

On page P-505 in the plumbing drawings in detail A2 it calls for

CS150 and surrounding items to be provided by the casework manufacturer in room

1K04( Pharm. Dispens.).

In corresponding architectural drawing A-

120, no casework is called for. Please provide an elevation on corresponding architectural drawing A-

120 in this room.

Response: For clarification, the casework, cabinetry, workstations, and pharmacy storage units are vendor provided (Government provided and installed). The general construction contractor is responsible for installation of supporting utilities indicated in their respective discipline’s documents, and for final connections of utilities to the vendor-supplied items.

Architectu ral

Drawings

In the architectural drawings, in no place does it specifically call for any cabinets to be stainless steel. Please advise as to which cabinets are to be stainless steel and where they are located, if there are any.

Response: Please provide stainless steel countertops as indicted

N/A N/A CS501,

CS101,

CS102, CS

102, &

CS104

Reference Drawing

CS501 Detail B2 Integral

Curb Section, Plan sheets CS101, CS102, &

CS104 Do not specify

Detail. Please specify where this Detail

Applies.

Response: This detail applies only to the extent that it is referenced in the plan drawings. If not shown on those sheets, the detail is not required.

N/A N/A CS102 Reference Drawing

CS102. There is curb shown on the plan but no call out is referenced to what curb details should be used throughout.

Response: Please construct in accordance with Detail D1 shown on Sheet CS501.

10 28 13 N/A A123 The vendors for the dressing room bench are unable to find a bench that meets the specification as well as the dimensions given in the drawing. Can you please provide a basis of design for these benches?

Response: Wisconsin Bench Mfg / Global Industrial Item # T9F269866 with BKT Size 42” x 20” http://www.globalindustrial.com/p/office/l ockers/benches/ada-locker-room-hardwood-bench-top-42-I-x-20-w-269866 This item is included in the procurement package.

08 33 13 N/A A603 On page A603 there is no detail for the coiling counter door frame (F7).

F7 is indicated on the door schedule (A601, A602) as the frame used for the coiling counter doors (D7). Please provide a detail for F7.

Response: Omit Frame Type F7 from the Door Schedule. Install the coiling counter doors in accordance with the details provided on Sheets A-441 and A-

N/A N/A A680 The equipment schedule lists Rail Aprons C0035, C0036, C0037, and

C0039 but there is no specification on this product. Please provide specification on the rail aprons.

Response: The aprons are part of the casework in which they occur. Provide appropriate aprons that are products of the same manufacturer as the cabinets in which they occur.

N/A N/A CS101 Reference Drawing

CS101. 6 Inch

Restraining Band is shown on edge of pavers however, Pavers in area tie into existing sidewalk. Can existing sidewalk serve as

Restraining Band?

Response: The existing concrete sidewalk is not to be used as the restraining band.

Provide the restraining band as indicated.

N/A N/A A-680 Per the equipment schedule items labeled

"R" are to be relocated and reinstalled per the contractor's expense.

For adequate pricing, please provide the manufacturer for all equipment labeled "R" as some medical equipment requires certified installer and service providers to service, move, and set-up their equipment.

Response: The only piece of equipment that is “R” Reuse in this project is the M0005 Audiometer, Screening, Group and will be relocated by the government.

051 11 71 00 N/A A-680 Per the equipment schedule items labeled

"B" are GFCI. As some medical equipment requires certified installers, please provide a list of approved installers/service providers who are approved to install the medical equipment the

Government will be purchasing and

Response: Approved installers/service providers are to be coordinated with the government during procurement. For reference, here is a listing of the Cat B Bases of Design items: SEE BELOW requiring the contractor to install.

N/A N/A A-001 Per the material legend the gypsum board wallboard and stucco are shown using the same graphic. Please confirm the symbol indicates stucco on the exterior building only and represents gypsum board only on the interior of the building.

Please confirm stucco is not used on the interior of the building.

Response: No stucco is used on the building’s interior locations. Gypsum wallboard is used on interior partitions and ceilings where indicated.

N/A N/A A-660 Please confirm the abbreviation "GLG –

Gypsum wallboard liquid glaze" refers to a gloss finish for the painted gypsum board and not a glazing system used to finish drywall.

Response: Confirmed, the GLG designation is for a gloss level finish as specified.

A-201 Sheet A-201 states white for the mortar color. Please confirm this is for the ground face and cast stone only.

Response: White mortar is to be used for the ground face and cast stone; face brick is to be standard gray mortar

A-201

What is the specified mortar color for the face brick (Triangle Brick Red Common Flashed Smooth)? Can standard gray mortar be used for the face brick

Response: Standard gray mortar is to be used for the Face Brick

A-201 Can a standard cast stone company who is a certified plant by the Cast Stone Institute be used to supply the cast stone window sills and coping for this project in lieu of the echelon cordova ground face alabaster as stated on the exterior finish schedule on sheet A- 201?

Response: All materials & colors are intended to be equal to those shown on A- 201; the manufacturer of this material may be other than the Basis of Design described product so long as color, grain, and quality are matches.

A-201 Confirm that all ground face stretchers are 5 5/8” x 7 5/8” x 15 5/8” (6” x 8” x 16”). Sheet A- 201 states 7 5/8” x 15 5/8”, which I would assume is the height by length. All wall sections state 6” ground face.

Please confirm.

Response: Height by Length is shown on A-

201. Material depths are shown in wall sections

A-611, A-

Please confirm that when stainless steel flashing in called out (i.e. A1/A-611) that this means a Stainless Steel Drip Edge. If you reference detail A3/A- 631, this detail illustrates a stainless steel drip edge used along with the flexible through wall flashing and no stainless steel through wall flashing shown. Please confirm that all through wall flashing applications are flexible flashing with a stainless steel drip edge.

Response: Through-wall flashing is flexible.

Stainless steel pan flashing with turn-down, hemmed drip edge is to be provided as shown in A-631

S-510 The bent plate masonry anchors shown in sections B1/S-510, would be nearly impossible to field weld in place after the CMU walls are in place. In place of this detail it is suggested to use a Ex.

Hohmann & Bernard anchors, in lieu of the bent place anchors, with headed stud. Please advise if this would be acceptable.

Response: DOR Recommended Response:

The expected sequence of construction is to weld the plate / Nelson stud assembly to the perimeter beam where directed by the mason as his work comes near but still below the plate level. See the note to this effect in the detail. To facilitate placement of blocks below the Nelson studs, it would be acceptable to remove, by grinding or cutting in the shop, the portion of stud head below the stud shank. The purpose of the bent plate assembly goes beyond that of typical masonry ties. The perimeter CMU walls serve as shear walls to brace the building’s steel frame through transfer of diaphragm shears from the floor and roof decks through the plate assemblies into the walls. They also tie the masonry walls to the structure to resist the suction forces from high wind.

A-115, A-

On Sheet A-115 in room 1D08 it specifies VP2 and an overhead coiling counter door in the same location. On detail D-1 on A-435 the Physical Therapy entrance does not specify an overhead coiling counter door.

Then on sheet A-442 cut section A4 it specifies the PT Reception Section but it was also referenced for the Audiology Reception cut section.

If it is indeed an overhead coiling counter door then it is missing from the door schedule. 7 doors are showing on the door schedule but there appears to be 8 please confirm.

Response: A rolling counter door is not required at for the counter at Room 1D08.

The VP2 rolling counter window provides security at this location.

Solicitation On CLIN 0001 it is asking for 0001 AA and 0001 AB as base price. Is there a quantity provided for the non- Identified buried concrete and debris or should this just be a unit price?

Response: The DOR recommends that a value be included in the bid form for the quantity of this material to establish a reasonable unit price: the quantity of 200 cubic yards is recommended.

LOG

CAT

JSN DESCRIPTION BASIS OF

DESIGN

MANUFACTUR

ER

BASIS OF DESIGN MODEL

B S02

STERILIZER, ELEC,

VAC, 2DO, RCSD 1

WLL, 20x20x38

CHAM

GETINGE 533HC

B S02

RACK, 2SH,

20x20x38 CHMBR

GETINGE *REFER TO 533HC

B S02

LOADING CAR &

TRANSFERRING

CARRIAGE, 20x20x38

CHMBR

GETINGE 554710471

B S09

WASHER/DISINFECT

OR, STM, 2DO,

RCSD1WLL,

26x24x24 CHAM

GETINGE 8666

B S09

WASHER/DISINFECT

OR, DENTAL

MIELE PG8581

B S26

WASHER,

DISINFECTING,

ULTRASOUND

PROBE

NANOSONICS,

INC.

TROPHON® EPR

B S26

CLEANER,

ULTRASONIC, SNGLE

CHMBR, CAB, F/S

GETINGE 2460-UC

B S48

STERILIZER, SURG

INSTRU & DRESSING,

10” DIA CHMBR

MIDMARK

INTERNATION

AL

RITTER M9 ULTRACLAVE®

AUTOMATIC STERILIZER