Addendum 3 - Jonathan Law High School Career Technology Education Additions and Alterations

ADDENDUM #3
Collection, revise "Resugrip 250" to read "Hybri-Flex".
Notes, revise "Resuflor Aqua 3477 (Primer)" to read "EB at Transportation Studio, ES at
Wood & Manufacture Studios".
EFC-3, delete in its entirety. (Per Internal Review)
o
* SECTION 099600, HIGH-PERFORMANCE COATINGS:
Page 1, Article 1.2.A.1.a., delete in its entirety.
o
Page 3:
o
Article 2.2.C.5., delete in its entirety.
Article 2.2.D., delete "EFC and" in its entirety.
Article 3.1.B.1., delete in its entirety.
Article 3.2.D., delete in its entirety.
Page 5, Article 3.6, delete in its entirety. (Per Internal Review)
o
Changes to the Drawings:
* The following ENVIRONMENTAL drawings have been deleted in their entirety. New drawings have
been added and are attached as part of this addendum*: (4)
HBM-01 EXISTING HAZARDOUS BUILDING MATERIALS ABATEMENT 1ST FLOOR
o
PLAN (Per RFI #054)
HBM-02 1ST FLOOR HAZARDOUS BUILDING MATERIALS ABATEMENT PLAN - PART
o
'A' (Per RFI #054)
HBM-03 1ST FLOOR HAZARDOUS BUILDING MATERIALS ABATEMENT PLAN - PART
o
'B' (Per RFI #054)
HBM-04 1ST FLOOR HAZARDOUS BUILDING MATERIALS ABATEMENT PLAN - PART
o
'C' (Per RFI #054)
* The following CIVIL drawings have been deleted in their entirety. New drawings have been added and
are attached as part of this addendum*: (4)
C1.0 SITE PREPARATION PLAN (Per RFIs #055 & #059)
o
C2.0 LAYOUT & MATERIALS PLAN (Per RFI #057)
o
C3.0 GRADING, DRAINAGE & UTILITY PLAN (Per RFIs #055, #058 & #059)
o
C5.0 SITE DETAILS (Per RFI #066)
o
* DRAWING S111, FOUNDATION & FIRST FLOOR PLAN PART 'B' & C', delete in its entirety. A new
DRAWING S111 has been added and is attached as part of this addendum.* (Per RFI #062)
* The following ARCHITECTURAL drawings have been deleted in their entirety. New drawings have
been added and are attached as part of this addendum*: (5)
A011B 1ST FLOOR DEMOLITION PLAN - PART 'B' (Per RFI #070)
o
A011C 1ST FLOOR DEMOLITION PLAN - PART 'C' (Per RFI #070)
o
A111B 1ST FLOOR PLAN - PART 'B' (Per RFI #070)
o
A211A 1ST FLOOR FINISH PLAN - PART 'A' (Per RFI #053)
o
A452 ENLARGED WOOD STUDIO PLAN & EQUIPMENT SCHEDULE (Per RFIs #073)
o
Jonathan Law High School Career Technology Education Additions & Alterations - Milford
State Project #084-0217 EA Addendum #3-2

ADDENDUM #3
* The following MECHANICAL drawings have been deleted in their entirety. New drawings have been
added and are attached as part of this addendum*: (3)
M111C FIRST FLOOR DUCT PLAN - PART 'C' (Per Internal Review)
o
M112C MECHANICAL ROOF PLAN - PART 'C' (Per Internal Review)
o
M500 MECHANICAL SCHEDULES (Per Internal Review)
o
The bid date remains June 29, 2026 at 3:00pm by this addendum.
The addendum consists of thirty-one (31) pages of 812" x 11" text and eighteen (18) 30" x 42" drawings*.
End of Addendum #3
Jonathan Law High School Career Technology Education Additions & Alterations - Milford
State Project #084-0217 EA Addendum #3-3

BID RFI LOG
SILVER PETRUCELLI + ASSOCIATES
3190 Whitney Avenue | Hamden CT 06518
311 State Street | New London CT 06320
Project: Jonathan Law HS CTE Additions & Alterations
6/11/2026
State Project #: 084-0217 EA RFI Deadline: 06/18/2026
06/18/26, 3:00p
S/P+A Project #: 24.161 Bids Due: 06/29/26, 3:00p
RFI # QUESTION DATE RESPONSE ADDENDUM #
RECEIVED ISSUED
Bidder is to provide the # of days to substantially
Could you please provide the substantial completion date? I complete the entire project in their Bid Form. A
001 06/02/26 1
know the abatement must be completed by August this year. preliminary schedule for both the entire project &
abatement portion is also required with the Bid.
What is the expected substantial completion date for this
002 06/05/26 Refer to RFI #001. 1
project?
003 Will the City waive the permit fees? 06/05/26 Refer to SIB, 9.3. 1
Are there ballistic steel doors on the project? The only ballistic
No, ballistic doors are wood. Refer to Addendum #1 for
004 door wihtout a blast rating on the prints is door 31B.3 and it is 06/05/26 1
additional information.
shown as wood.
Bid due date to be extended however substantial
Many of my subcontractors are saying the bid date is too
005 06/05/26 completion date for abatement does change. Refer to 1
soon. Can it be extended?
Addendum #1.
PE is a polyethylene core that is not fire rated. Should we
006 06/05/26 Yes, per Section 074213.23. 1
carry this?
1/4" (6mm) thick panels aren't available; only 3mm and 4mm
4mm. Refer to Addendum #1 for Section 074213.23
007 are available for PE and only 4mm for FR (fire-rated). Which 06/05/26 1
revisions.
one should we choose for this scope?
Is the GC repsonsible for purchasing all of the equipment Yes, unless otherwise indicated on the equipment
008 06/05/26 1
listed on the drawings? schedules.
The specifications manual contains section 096523 - metal
Metal base is in Vestibule 31E. Refer to Addendum #2
009 base. And yet I could not this item on the finish schedule. 06/08/26 2
for revised Drawings A211B & A211C.
Indicate the locations and extent of application of this item.
Confirm who will be paying for third party testing, we note that
IBC 2021 Section 1704.2 requires special inspections to be
performed by an approved agency retained by the Owner or
Owner's agent, "other than contractor", in accordance with the
independence requirements of IBC 2021 Section 1703.1.1.
Unless otherwise indicated in the project manual, Owner
010 Given that these services typically are to be performed by the 06/09/26 2
is responsible to retain and pay for third-party testing.
Owner's retained agency, and that the scope and frequency of
required testing are not fully defined, please confirm whether
the Owner will retain and pay for these services directly, or if
the Contractor is to carry an allowance or other defined value
for inclusion in the proposal.
Confirm the GC owns the cost of all temporary equipment,
011 electric, water, heat etc. Will the GC be allowed to hook up to 06/09/26 Refer to Section 015000. 2
the existing services for construction purposes?
Confirm Builders Risk insurance is to be carried by the
012 06/09/26 To be provided by the Owner. 3
General Contractor.
Confirm OCP insurance is required to be carried by the
013 06/09/26 OCP insurance is not required. 3
general contractor
Will the General Contractor be required to provide snow Contractor will be required to clear snow from the
014 06/09/26 3
plowing during the course of the construction construction area. Owner will take care all other areas.
Are there any requirements for the contractor to provide for
015 06/09/26 No. 3
any clerk of the works.
For all equipment shown on Sheets A451, A452, and A453, is
No preferred vendors as most items are readily
there are preferred/recommended vendor and/or supplier
sourced. Refer to attached list for available vendors of
016 identified for sourcing the equipment package. If so, is this 06/09/26 2
Manufacturing specialized equipment. Substitutions are
required to be a sole sourced supplier or is this open to other
allowed, following Section 012500.
suppliers in accordance with the specifications?
The specifications and ITB do not state a specified questions
017 06/09/26 Refer to Addendum #1. 2
deadline. When is the deadline for all Prebid questions.
The specifications do not state a substantial completion date
018 for this project. When is the planned dare and or how many 06/09/26 Refer to RFI #001. 2
days are planned for this project?
Confirm the contractor is to provide Attachments 1-5 along
with the bid from with submission of the bid. Bid bond,
019 06/09/26 Confirmed. 2
contractor pre qual statement, updated bid statement, prelim
Abatement schedule, prelim project schedule.
Please confirm the extent of protection required by the
contractor to separate the occupied areas of the building from While school is in session, all access to Exist.
020 06/09/26 3
the construction area. As the contractor will be working in the Classroom 45 is to be through the exterior door.
existing child development while the school is occupied.
021 Can you extend the bid due date? 06/09/26 Bid due date was extended. Refer to Addendum #2. 3
If OT/Weekend work is required, what are the hourly rates for Any overtime hours for the schools custodial staff will be
022 06/09/26 3
the Custodial Staff to remain on site? covered by Milford Public Schools
023 What is the anticipated completion date. 06/09/26 Refer to RFI #001. 3
Page 1 of 5

BID RFI LOG
SILVER PETRUCELLI + ASSOCIATES
3190 Whitney Avenue | Hamden CT 06518
311 State Street | New London CT 06320
Project: Jonathan Law HS CTE Additions & Alterations
6/11/2026
State Project #: 084-0217 EA RFI Deadline: 06/18/2026
06/18/26, 3:00p
S/P+A Project #: 24.161 Bids Due: 06/29/26, 3:00p
RFI # QUESTION DATE RESPONSE ADDENDUM #
RECEIVED ISSUED
Drawing A800, Frames BL 1,2,3-Are these frames hollow
024 06/09/26 Refer to corresponding details on Drawing A810. 3
metal or aluminum?
Only (1) basis-of-design model is provided for curtain
Drawing A800, Curtain walls 1,2,3-Type 451T and 601T are
walls in Section 084413. Models 451T & 601T are for
025 listed. Which one do you prefer or if it is both, please identify 06/09/26 3
storefront framing per Section 084113 & are dependent
which curtain wall gets which type?
upon which size being used in the Drawings.
026 What is manufacturer of existing Fire Alarm system? 06/09/26 Notifier 3
027 What company is servicing the Fire Alarm system? 06/09/26 FireTech 3
What brand and parameters are for the existing switchboard
028 06/09/26 Siemens, #18-48098-A01 manufactured 07/91 3
where we need to replace the 200A and 450A breakers?
The equipment Vendor for M-06 (Horizontal Band Saw-
Kalamazoo) is refusing to provide any formal quotes, Contact Carl Anderson, 203.685.6573,
029 06/12/26 3
information and or installation for their equipment. Can an andersonmach777@gmail.com
alternate vendor be provided?
The response to the previous RFI #016 only addressed
vendor information for the Manufacturing Equipment
Schedule. No information was provided for the equipment
identified on the Woodworking Equipment Schedule (Sheet
030 06/12/26 RFI #016 response applies to all equipment. 3
A452) or the Transportation Equipment Schedule (Sheet A
453). Please confirm whether there are preferred or
recommended vendors and/or suppliers for the equipment
listed on Sheets A452 and A453.
The equipment Vendor for M-05 IAP has stated that the WWS-
0808 is not a standard item they manufacture. They are able Contact Ryan Looper, 931.372.0050 x225, ryan@iap-
031 06/12/26 3
to manufacture this item however will need more specific airproducts.com
information provided.
The equipment Vendor for M-01, M-02, M09, & M10 has
Reference Proposal TMT1615097 by Lorraine Palmer at
stated they cannot provide a 100% accurate quote on each
032 06/12/26 Trident Machine Tools, 860.878.4835, 3
piece of equipment without full specifications provided. Such
lpalmer@hfotrident.com
as options, software, spare parts, training, etc.
It appears that no corresponding specifications are included in
either specification book for the equipment identified on
Sheets A451, A452, and A453 (Manufacturing, Woodworking,
and Transportation Equipment Schedules). The drawings
indicate that the Contractor is responsible for furnishing and
installing a significant amount of equipment; however, the
Contractor to include the highest priced options,
documents do not include sufficient informmation to accurately
attachments, accessories, controls, software & licensing
define the scope or develop a complete price. While certain
for complete installation. Should the Owner choose a
manufacturers and model numbers are shown, there is no
lesser priced product, Contractor to provide a credit via
supporting specification information to confirm required
Change Order.
options, accessories, configuration, or performance
Factory startup & commissioning are not required
requirements. In order to carry this scope, the Contractor
however startup & owner training by the manufacturer or
requires complete manufacturer specifications or cut sheets
vendor is.
033 for each listed piece of equipment establishing the basis of 06/12/26 3
Spare parts, maintenance materials, consumables, or
design. This shall include all required options, attachments,
attic stock are not required.
and accessory components necessary for a complete
Installation requirements are per the manufacturer & to
installation. Clarification is also required regarding any
be coordinated with the Owner.
required controls, software packages, licensing, or technical
Warranties are manufacturer's standard, minimum one
interfaces associated with the equipment. The documents to
(1) year.
not indicate whether factory startup, commissioning, or owner
Cut sheets for all items required by the GC can be
training by the manufacturer or vendor is required, and
found here:
confirmation is needed. In addition, please confirm whether
any spare parts, maintenance materials, consumables, or attic
stock are to be included as part of this scope. The drawings
also do not define installation requirements such as
anchorage, housekeeping pads, vibration isolation, or required
tolerances. Warranty requirements, including during and any
Equipment Cut Sheets
Please provide critical falls heights of the playground
034 equipment that is to be installed, so a proper depth of 06/12/26 Provide 12 inches of playground mulch. 3
playground mulch surfacing can be determined.
Page 2 of 5

BID RFI LOG
SILVER PETRUCELLI + ASSOCIATES
3190 Whitney Avenue | Hamden CT 06518
311 State Street | New London CT 06320
Project: Jonathan Law HS CTE Additions & Alterations
6/11/2026
State Project #: 084-0217 EA RFI Deadline: 06/18/2026
06/18/26, 3:00p
S/P+A Project #: 24.161 Bids Due: 06/29/26, 3:00p
RFI # QUESTION DATE RESPONSE ADDENDUM #
RECEIVED ISSUED
We note that the extended bid date of June 29, 2026 falls on a
Monday. Given typical bid submission timelines, most
subcontractors do not finalize and submit their pricing until the
day prior to, or the day of, the bid. With the bid date scheduled
for a Monday, this effectively limits subcontractors' ability to
035 adequately prepare and coordinate their pricing, which may 06/12/26 There will be no bid extension. 3
impact overall bid accuracy and completeness. In light of this,
we respectfully request a one- to two-day extension to the bid
date to allow sufficient time for subcontractor coordination and
to help ensure a more comprehensive and accurate bid
submission.
036 Please provide the building fire alarm vendor. 06/15/26 Refer to RFI #026. 3
037 Please provide the building security system vendor. 06/15/26 Omni Data 3
Skyview Ventures. Prior to reaching out to Vendor,
038 Please provide to building solar system vendor. 06/15/26 contact Pat Bradbury of Milford Public Schools, 3
203.783.3432.
Sheet S301 states "GYPCRETE INFILL AT EXISTING SLAB
Infill to be approximately 1-1/2- to 1-3/4-inch-thick.
DEPRESSION" but I'm unable to locate in the architectural or
039 06/15/26 Thickness to be verified in field. Top of infill is intended 3
structural drawings what that thickness may be. Please
to match the top of the slab-on-grade in the corridor.
provise the thickness required.
Specification 074213.23 - Metal Composite Material Wall
Panels has a color selection #3 for ACM-3: EYL Yellow. We
Standard/stock color will be selected by Architect and
040 are being told this is a custom color when used at 4mm and 06/15/26 3
Owner; sample will be required.
requires a minimum of 1,000 SF. Please advise how you
would like to proceed.
Specification 074213.23 - Metal Composite Material Wall
Panels has a color selection #4 for ACM-4: QBB Teak; This Standard/stock color will be selected by Architect and
041 06/15/26 3
series of panel only comes with an FR core, there is no option Owner; sample will be required.
for PE core. Please advise.
Blast Requirements are specifically listed in Curtain Wall
specification. The floor plan shows these Curtain Walls as
entry to the Child Care room, which seems typicaly however,
Blast is only required where shown, price per the
042 the same Child Care Room as three storefront elevations 06/15/26 3
Drawings.
(1qty SF9, 2qty SF10) and there is no blast requirements in
the storefront spec. Please advise as to how we should
proceed with pricing storefronts.
Contractor to determine the construction schedule
043 Is this a phased project? (existing building portion) 06/17/26 based on the timelines provided. Refer to Addendum #3 3
for revised Section 011000.
Refer to Section 011000, 1.5.B, .C & .D. Work cannot
Is there a time frame limitation on doing work in sections of disturb classes while in session. Work to be completed
044 06/17/26 3
existing building? outside of the core hours (7am-2pm); either during off-
hours, weekends, early dismissal days, or closure days.
Please provide specifications for the EFC-1/EFC-2 and EFC-3
045 epoxy flooring finishes. We didn't see the spec info in section 06/17/26 Refer to Addendum #3 for revised finishes. 3
099600 like it states.
Regarding manufacturing equipment WWS-0808 (IAP Blue).
The manufacturer stated that their standard welding booth
part #s are WWS-0404, WWS-0505 and WWS-0606 (4x4,
046 06/17/26 Refer to RFI #031. 3
5x5, or 6x6 in size). The call out is for a WWS-0808 which
would be a custom size so they are requesting more spec
details of how this should be made.
Spec section 088213 Specialty Glazing mentions glass in this
section is for Borrowed Lite locations and explicitly provides
047 06/18/26 Refer to Add Alternate #1 in Section 012300. 3
glass type "SG-1", but no "SG-1" tags exist on the drawing
set. Please clarify application of this spec section.
Drawing A800 shows Borrowed Lites with "GL-5" and "GL-46"
048 glass types. Please confirm glass types are correct for these 06/18/26 Confirmed. 3
locations.
Per engineering, 3" x 2 bar steel is required in the vertical
aluminum members for CW1/CW2/CW3 as drawn for the 2-
1/2" x 6" system, However 3" x 2" bar steel will not fit in the 2-
049 1/2" x 6" framing system, therefore, Kawneer 1600 Sys 1 2- 06/18/26 2-1/2" x 7-1/2" system is acceptable. 3
1/2" x 7-1/2" system should be recognized in head/sill/jamb
details where necessary, so proper steel can be inserted to
pass engineering.
050 Please confirm which trade owns the Ballistic Wood Door. 06/18/26 GC to determine responsibility as this is a GC bid. 3
Please provide performance criteria listed for the low-e and
051 06/18/26 All performance requirements are in Section 088000. 3
pyrolitic coatings for GL-23 and GL-46.
See the attached substitution requests. Chalkboard,
052 06/18/26 Refer to Addendum #3. 3
Markerboard, Tackboard, Tack strips.
Page 3 of 5

BID RFI LOG
SILVER PETRUCELLI + ASSOCIATES
3190 Whitney Avenue | Hamden CT 06518
311 State Street | New London CT 06320
Project: Jonathan Law HS CTE Additions & Alterations
6/11/2026
State Project #: 084-0217 EA RFI Deadline: 06/18/2026
06/18/26, 3:00p
S/P+A Project #: 24.161 Bids Due: 06/29/26, 3:00p
RFI # QUESTION DATE RESPONSE ADDENDUM #
RECEIVED ISSUED
Regarding the wall board schedule on drawing A211A, can References are for Manufacuring, Metal Casework &
053 you confirm what MC-04, MC-05, MLC-05, MLC-06, WD-23s 06/18/26 Wood equipment. Refer to Addendum #3 for revised 3
are referring to? We didn't see any spec info listed for these. Drawing A211A.
HBM note 7 states that the hazardous abatement contractor is
to pay for the use of power and water and include all permits
and hook up fees. But the spec states that we can tie into Refer to Section 015000 for usage & fees. Refer to SIB
054 existing. Please confirm the owner will pay for usage per 06/18/26 for permits. GC is to determine responsibilities. Refer to 3
spec. Please confirm that some of these general conditions Addendum #3 for revised HBM drawings.
put onto the abatement contractor can be provided by GC/CM
in lieu of the sub contractor.
C1.0 shows a note to relocate existing utility pole. C3.0 has a
note pointing to the same location station utility pole mounted Existing utility pole & light fixture are to remain & be
light fixture to remain. The note then continues on to say protected. No relocation of the utility pole is required.
055 06/18/26 3
coordinate all required conduit relocations. C3.0 does not Refer to Addendum #3 for revised Drawings C1.0 &
appear to show a new utility pole location. Please confirm if it C3.0.
is to be relocated and where it is going.
What utilities are on the relocated utility pole shown on C1.0.
Utility pole to remain. Contractor to maintain electric run
056 Is contractor responsible for paying for any utility charges, and 06/18/26 3
to pole mounted fixture.
if so what utilities will be required to be relocated.
Site plan note 6 states all damaged or broken sections of
existing sidewalk, pavement and curbing shall be replaced.
Confirmed, damaged or broken from construction
Please confirm this does not mean to replace any existing
057 06/18/26 activities. Refer to Addendum #3 for revised Drawing 3
damaged or broken elements that were damaged prior to our
C2.0
arrival, but just that the contractor must replace any elements
that we damage or break during the production of the work.
C3.0 utility note 2 states for contractor to coordinate with
Note 3 omitted. Refer to Addendum #3 for revised
058 water company. Note 3 states the property is serviced by 06/18/26 3
Drawing C3.0
private water. Please confirm.
Project requires that the fire protection line get routed around Service must be in place the entire time. Therefore, the
new building addition. Are there any phasing requirements for new routing to be done prior to the placement of the
this work to minimize downtime of fire protect feed from this foundation. After the routing is complete, Contractor to
059 line? Sequencing on C1.0 states that the existing utility is to 06/18/26 disconnect & remove the portion of pipe under the 3
be removed and new utillity is to be installed after the building. Work to include all valves & caps necessary to
foundation. Please confirm downtime of the fire protection line facilitate this sequence. Refer to Addendum #3 for
for this length of time is acceptable. revised Drawings C1.0 & C3.0.
C3.0 drainage note 9 states that contractor must maintain fire
Note intent is for little or no downtime on utilities, &
lanes. C1.0 shows construction fence partitioning off one half
060 06/18/26 emergency vehicle should be able to enter the project 3
of the parking lot. Please confirm that the fire lane is outside
area, via access gate, etc.
of the location of the construction fence shown.
12 on S500 shows a sloped parapet top. Similar conditions Both Structural & Architectural drawings show the
061 including details 8 and 9 on S501 and 2/A421 have a flat 06/18/26 requirement of a slope condition for the otp of the 3
parapet top. Please confirm the slope. parapet. This is to be a delegated design.
S111 includes a note displaying a large "R" for radon removal
062 pits. But there are no large "R"s shown on this plan. Please 06/18/26 Refer to Addendum #3 for revised Drawing S111.
confirm the location of radon removal pits.
Detail 6/S111 shows CMU to support the slab over the radon
063 06/18/26 CMU block bears on the compacted soil below. 3
void. What is the support system for those CMU piers?
There is plumbing demolition and new installation in Corridor
55. With an active school system will we be required to Refer to RFI #044. Water must be operational at the
064 06/18/26 3
perform this work off hours? Installing temporary walls around start of each class day.
this work area would fully block the corridor from being used.
There are some really small notes talking about translucent
roof planels and radon relief vents on the north side of the roof Notes are not related to scope of work & are in NIC
065 06/18/26 3
plan A102 and A113. Please confirm these are erroneous and areas.
not part of the scope of this project.
14/C5.0 shows a fence built into the gravity block retaining Posts located on top of the wall are to be cored &
wall. It refers us to detail 11/C5.0 with calls for concrete grouted a minimum 10-inch depth. As shown in Detail
066 footings. Detail 14 does not show any provisions for installing 06/18/26 16/C5.0 & as described on C2.0 Vinyl-Coated Chain 3
a concrete footing 3'6" deep into the gravity block retaining Link Fence label. Refer to Addendum #3 for revised
wall. Drawing C5.0.
Exact existing wall block manufacturer & type was
note on 14/C5.0 states the block retaining wall shall match
unable to be obtained by the Owner. Wall block looks to
067 existing. Please provide existing manufacturer and or design 06/18/26 3
be Redi-Rock Limestone big block, Contractor to verify
intent.
in field.
Page 4 of 5

BID RFI LOG
SILVER PETRUCELLI + ASSOCIATES
3190 Whitney Avenue | Hamden CT 06518
311 State Street | New London CT 06320
Project: Jonathan Law HS CTE Additions & Alterations
6/11/2026
State Project #: 084-0217 EA RFI Deadline: 06/18/2026
06/18/26, 3:00p
S/P+A Project #: 24.161 Bids Due: 06/29/26, 3:00p
RFI # QUESTION DATE RESPONSE ADDENDUM #
RECEIVED ISSUED
Provide insulation on existing uninsulated supply piping
(HW, CW, & HWC) within area of construction (Corridor
P111A calls out to insulate the existing pipe. That note does 55, 57, 58). For bidding purposes assume 25% of all
068 not show up on P111B. Please confirm how far and to what 06/18/26 existing to remain supply piping shown on Drawings 3
extent the existing piping should be insulated. P11A, P111B, & P111C is uninsulated. Additionally,
refer to Shop Studio Notes on Drawing P111C for
existing storm pipe insulation scope.
Refer to the Architectural demolition plans for saw
There is a general note on P011C that states all under slab
cutting, trenching, & backfilling locations. All existing
piping within existing building footprint will require saw cutting,
under slab piping locations & quantity, etc. (which is to
trenching and pack back. This a fairly vague note that leaves
be demolished) was taken from existing under slab
069 the amount of work open ended and unknown to contractor for 06/18/26 3
Plumbing drawings. All applicable piping from those
pricing. Please confirm that all piping that is under slab needs
drawings are shown on the contract documents as
to be removed is shown as demolished and that there is no
demolished or existing to remain. Unknown under slab
removal of piping required that is not shown.
piping is not shown.
A011B keynote 34 states to remove and reinstall some
lockers. On the plan some are shown dashed, and some are
shown solid. Both tagged with the same note. Some of the
locations of lockers on A011B that are tagged with 34, shown Refer to Addendum #3 for revised Drawings A011B,
070 06/18/26 3
solid, are gone on A111B and a masonry wall is shown in their A011C, & A111B.
place. Please confirm if lockers are to be remove and
reinstalled as note states. Please confirm if this is for lockers
both solid and dashed. Currently the intent is a little confusing.
Who is the existing controls vendor for the existing school? Johnson Controls Incorporated. Refer to Section
071 06/18/26 3
And or is there a prefect controls vendor? 230900, 2.1
WD-17 Oscillating Edge Sander - Does not state on schedule
072 if it is ETR or GC Provided? Who is providing this equipment. 06/18/26 Item is ETR. Refer to Addendum #3 for revised A452. 3
The Model # does not seem to exist on the Jets Website.
WD-01 Safety Speed Panel Saw, Comes with options for 120
073 or 220 Volt, the drawings have the voltage blank. Please 06/18/26 120-Volt. Refer to Addendum #3 for revised A452. 3
Provide required voltage for this machine.
In a previous questions, it was stated that multiple equipment
suppliers have requested additional information to be able to
properly and accuratly provide pricing for equipment. With the
074 bid date approaching in a little over a week, will there be more 06/18/26 Refer to Addendum #3. 3
information provided so the GCs can sonicate the multiple
equipment vendors needed to compline full and complete
pricing?
Page 5 of 5