240111 Saline Area Schools - BP2 - Addendum 002.pdf

Saline Area Schools – 2022 Bond Program

Bid Release No. 1

Addendum No. 002

1/11/2024

ADDENDUM NO. 2

PROJECT: Saline Area Schools – 2022 Bond Program –

STEAM and Weight Room Additions

DESCRIPTION: Addendum No.2

BID PACKAGE RELEASE NUMBER: BP #2

BID PROPOSAL DUE DATE/TIME: 11:00 AM, Wednesday, January 17, 2024

The following clarifications and/or Changes made to the Contract Documents are hereby made part of the Contract Documents.

The general character of the Work clarified or revised by this Addendum shall be the same as required by the complete set of Contract Documents. All incidentals required in connection with the Work of this Addendum shall be included in the Scope of Work even though not specifically specified.

All bidders shall be held responsible to review the Addendum and to include in its Bid

Proposal all Work reasonably inferred to be included in its Scope of Work.

Acknowledge receipt of this Addendum in the space provided on the Bid Proposal

Form.

A. Architect/Engineering Documentation

1. ADDENDUM No. 2, January 11th, 2024 as issued by Kingscott (Attached)

B. Pre-Bid RFI’s

1. Attached Pre-bid RFI’s

END OF SECTION

2900-09C Addendum No. 2 Page 1 of 2

Date: January 11, 2024

Name of Job: Saline High School Additions

Owner of Job: Saline Area Schools

Location: Saline, MI

A/E #: 2900.09C DF

ADDENDUM No. 2

SPECIAL NOTE:

The Notice to Bidders, Instructions to Bidders, General Conditions of the Contract for Construction, Supplementary Conditions of the Contract for Construction, and all modifications and previously issued Contract Documentation are a part of this Addendum.

SCOPE OF WORK:

The following items are changes, additions, deletions, clarifications and/or errors and omissions in plans & specifications and shall be considered by each Bidder in making up and submitting their proposal. All items shall be considered a part of the Contract Documents.

NOTICE TO ALL BIDDERS:

All Bidders shall take note of all items covered by this Addendum. Each Bidder shall review the total scope of his responsibilities with respect to his contract work and his interface with the work of others, as well as his required interface with their work.

ATTACHMENTS:

Specifications:

None

Drawings:

A1.12 & A3.1

CLARIFICATIONS:

Base bid polished concrete finish shall be Salt & Pepper.

SPECIFICATIONS:

042000 – UNIT MASONRY

Refer to Section 2.2.D.

REVISE the following section:

4. Color: Consumers Concrete “WALNUT”.

2900.90C Addendum No. 2 Page 2 of 2

DRAWINGS:

A1.12 – FIRST FLOOR PLAN – UNIT 1M

1. Refer to west side of new addition. Add exterior elevation tag 8/A3.1 as shown on attached, revised sheet.

A3.1 – EXTERIOR ELEVATIONS – UNIT M

2. Add exterior elevation 8 – PARTIAL GUARDRAIL ELEVATION as shown on attached, revised sheet.

END OF ADDENDUM

F159

STAIR

UP

AA

A

4.7

7"

1' -0

A9.2

A3.3

A3.3

1' -4

1' -8

1' -4

7' -0

1' -4

1' -4

1' -4

18'-4" 3'-4" 15'-4" 11'-4" 27'-0" 1'-0" 8" 1'-0"

1'-0" 17'-8" 8" 8'-0" 1'-4" 2'-4" 6'-4"1'-8" 45'-8" 8" 18'-8" 8"

1'-4" 13'-4" 1'-0" 65'-0" 8" 11'-4" 1'-0" 4'-4" 8" 12'-8" 8'-8" 1'-4"

14'-0" 54'-0" 26'-4" 27'-0"

103°

A3.1

A3.1 1

A3.1

A3.15

A9.1

A5.2

A5.2

A5.2

A5.2

A5.2

A5.2

A5.2

A5.2

A5.3

A5.3

A5.3

A5.2

A5.2

A5.2

A5.2

A5.3

A5.3

A9.2

A9.2

A1.43

ROBOTICS WKSHP

1M17

STAIR

1M20

GROUP

1M18

GROUP

1M19

ROBOTICS

1M16

STORAGE

1M15

STORAGE

1M14

FLEX CLASSROOM

1M13

VEST.

1M01

LOBBY

1M02

T.

1M10

T.

1M11

STOR.

1M09

CLASSROOM

1M08

COLLAB.

1M07

GROUP

1M05

GROUP

1M06

CORRIDOR

1M04

CORRIDOR

1M03

A1.43

25'-7"

17'-4 1/2"

17'-4 1/2"

18'-3"

3°

1/

1' -4

1' -4

10'-8"

1'-4"

1' -4

7°

30'-4"

3'-4"

2'-4" 10'-0" 2'-0" 10'-0" 2'-0" 10'-0" 2'-8" 3'-4" 3'-4" 8" 9'-4" 9'-4" 8" 11'-4" 1'-0" 26'-4" 1'-4"

7' -4

1'-4"

33'-4" +/-

167°

8'-4" 33'-4" 12'-4"

2'-0" 25'-8" 1'-8"

1' -0

2'-4" 10'-0" 2'-0" 10'-0" 2'-0" 10'-0" 2'-0" 10'-0"

1'-0"

2'-0" 4'-0" 6'-4" 4'-0"

7' -4

1' -0

1' -4

JC

1M12

A3.3

1'-4"

4'-0" 8"

8" 8'-4"

4'-0" 2'-0" 21'-4"

1M01A

1M13B

1M16F

1M16E1M16D1M16C1M16B

1M15

1M14

1M12

1M09

1M08A

1M08B 1M08C

1M07B

1M07A

1M00

1M04A

1M20

1M16G

1M17E1M17D1M17C1M17B

A3.3

A3.3

A3.3

A3.1

A3.1

A9.1

1 3

A9.2

4 3

A9.3

A3.1

B L -1

J

H

F

E

1' -0

7' -0

7' -0

A9.4

1'-5" 13'-5"

1M17A

1'-4" 6'-4" 2'-4" +/- 6'-4"

1M04F

1M01B

1M01C

1M02A

1M02B

1M02C

1M01D

1M02D

A5.3

OPERABLE GLASS PARTITION

ADD ALTERNATE A1:

1'-4

5"

1'-8" 5'-1" 1'-7"

5"

3"

A5.2

A5.2

A5.2

A5.2

A5.3

A5.3

A5.3

1M13A

1M16A

1M02E

1M03

1M04B

1M04C

1M04D 1M04E

A4.8

A4.8

_______________________ 2

A4.8

A4.8

2'-9"

7'-7"

A5.2

A5.3

B L -2

A4.6

A4.6

A4.6

A3.18

ARCHITECTURAL PLAN KEYNOTES

1 5/8" GYPSUM BOARD ADHERED & MECHANICALLY FASTENED TO CMU. REFER TO

PARTITION TYPES, WALL SECTIONS AND INTERIOR ELEVATIONS FOR ADDITIONAL

INFORMATION.

PATCH EXISTING WALL CONSTRUCTION DUE TO WALL REMOVAL OR OTHER ASSOCIATED

DEMOLITION. REPLACE MASONRY UNITS WHERE REQUIRED AND MATCH EXISTING

ADJACENT MATERIALS AND FINISHES.

NEW FIRE EXTINGUISHER & EXTINGUISHER CABINET. REFER TO SPECIFICATION SECTIONS

104413 & 104416.

20'-0" STUD & GYPSUM BOARD CHASE. CONCEAL ALL SECTIONAL DOOR OPERATIONS,

INCLUDING CONDUIT AND JUNCTION BOXES, IN CHASE. REFER TO INTERIOR ELEVATIONS

& DETAIL 13/A6.4 FOR ADDITIONAL INFORMATION.

EXTERIOR EXPANSION JOINT AND COVER. REFER TO SPECIFICATION SECTION

079513.13.

PLYWOOD BACKER BOARD. REFER TO INTERIOR ELEVATION FOR ADDITIONAL

INFORMATION

NEW LADDER AND ROOF ACCESS HATCH. REFER TO DETAIL ON .

NOT USED

NEW TOOTHED- IN 8" CMU TO MATCH EXISTING SIZE AND COURSING. INSTALL NEW

CERAMIC WALL TILE TO MATCH EXISTING. PAINT CMU ABOVE CERAMIC WALL TILE TO

MATCH EXISTING. INSTALL SALVAGED TOILET ACCESSORIES TO MATCH EXISTING

LOCATIONS.

INTERIOR EXPANSION JOINT AND COVER. REFER TO SPECIFICATION SECTION 079513.16.

A5.1

1. INDICATES CONSTRUCTION DOCUMENT ROOM NUMBERS.

2. REFER TO EQUIPMENT PLANS FOR CASEWORK, VISUAL DISPLAY BOARDS, LOCKERS,

SHELVING, ETC.

3. REFER TO COLOR LAYOUT PLANS FOR FLOOR FINISH PATTERNS AND COLORS.

4. CONTRACTOR SHALL COORDINATE LOCATIONS OF FLOOR DRAINS, CLEAN OUTS, ETC, WITH

APPROPRIATE TRADES.

5. REFER TO ENLARGED PLANS FOR ADDITIONAL NOTES AND DIMENSIONS.

6. MASONRY CONTRACTOR TO INSTALL LOOSE LINTELS FOR MISCELLANEOUS OPENINGS NOT

INDICATED ON DRAWINGS BUT REQUIRED FOR MECHANICAL, ELECTRICAL, FOOD SERVICE

EQUIPMENT OR OTHER ITEMS THAT PASS THROUGH A WALL. STEEL LINTELS SHALL BE

SUPPLIED BY THE STEEL CONTRACTOR.

7. ALL PARTITION WALLS TO RUN TIGHT TO DECK, U.N.O.

8. REFER TO PARTITION TYPES SHOWN ON REFLECTED CEILING PLANS AND PARTITION TYPE

SHEET .

9. REFER TO SHEET FOR FLOOR PLAN SYMBOLS LEGEND.

10. ALL CMU PARTITION WALLS SHALL BE 8" NOMINAL UNLESS NOTED OTHERWISE.

11. DIMENSIONS SHOWN ARE TO FACE OF CMU WALL.

12. FILL/SEAL ALL PENETRATIONS THROUGH WALLS & VOIDS AT STRUCTURAL MEMBERS.

13. ALL EXPOSED C.M.U. CORNERS SHALL BE BULLNOSE CORNERS. U.N.O.

14. CAULK & SEAL AROUND ALL NEW CABINET HEATER LOUVERS INSTALLED IN EXTERIOR WALLS.

15. NEW OPENINGS IN EXISTING MASONRY WALLS SHALL BE TOOTHED IN TO MATCH EXISTING

COURSING AND MASONRY SIZES, U.N.O.

16. INDICATES BURNISHED BLOCK WALL EXTENTS. REFER TO SPECITION 042000

FOR ADDITION INFORMATION.

XX

ARCHITECTURAL GENERAL NOTES

A2.40

A

B

C

D

EF

G J

H

K

L

M

N

KINGSCOTT ASSOCIATES INC. KALAMAZOO, MICHIGANCC

JOB NO.

SHEET TITLE

SHEET NO.

ISSUANCES DATE

N

P L

E A

S E

R E

C Y

C L

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T H

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IN

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A N

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P R

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IN

A

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KALAMAZOO | CHELSEA | GRAND RAPIDS | ROYAL OAK

KEY PLAN

/1

/2

:2 :1

P

M

C

U s e rs

\k b a rt la m

\D o c u m e n ts

\S A

S H ig h S c h o o l A d d it io n A rc h r2 k b a rt la m

.r v t 2900.09C

FIRST FLOOR PLAN - UNIT 1M

A1.12

N A nn A rb or

S t

Sa lin e, M

I 4

S a lin e A re a

S ch o o ls

S T E A

M

W E

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H T

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O M

A D

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1/8" = 1'-0"1

FIRST FLOOR PLAN - UNIT 1M

CONSTRUCTION DOCUMENTS 12/08/2023

ADDENDUM No. 02 01/11/2024

FIRST FLOOR EXISTING

84'-0"

SECOND FLOOR / TRACK EXISTING

100'-0"

AAA BB

THIRD FLOOR EXISTING

116'-0"

A3.3

COMPOSITE MTL PANEL

PREFIN. MTL COPING

COMPOSITE METAL PANEL

ALUM CURTAIN WALL FRAMING

SYSTEM W/ INSUL GLAZING

DOUBLE SOLDIER COURSE

BRICK COLOR B (TYP)

BRICK COLOR A (TYP)

COLUMN ENCLOSURE BRICK

COLOR A WITH CAST STONE

CAP (TYP)

COMPOSITE METAL PANEL

PREFIN. MTL COPING

W/ ALUM FASCIA

ALUMINUM LOUVER

ALUM DOORS & FRAME WITH

INSULATED GLAZING TYP

A3.3

_______________________ 3

A3.3

BRICK COLOR A (TYP)

PAINTED STEEL COLUMN (TYP)

SCUPPER - REFER TO 3/A5.1

& PLUMBING FOR ADDITIONAL

INFORMATION. REFER TO ROOF

PLAN FOR EXACT LOCATIONS.

A4.6

C.J. C.J.

C.J.

C.J.C.J.

C.J. C.J.

C.J.

26'-8"

TYPICAL

THIS ELEVATION

FIRST FLOOR EXISTING

84'-0"

THIRD FLOOR EXISTING

116'-0"

ALUMINUM LOUVER

PREFIN. MTL COPING W/

ALUM FASCIA

DOUBLE SOLDIER COURSE -

BRICK COLOR B (TYP)

BRICK COLOR A

(TYP)

DOUBLE SOLDIER COURSE -

BRICK COLOR B

LIGHT FIXTURE

MT CENTER @

12'-0" AFF

CORRIDOR

1M04

C.J. C.J.

C.J.

FIRST FLOOR EXISTING

84'-0"

SECOND FLOOR / TRACK EXISTING

100'-0"

AABB

THIRD FLOOR EXISTING

116'-0"

A3.3

COMPOSITE MTL PANEL

BRICK COLOR A (TYP)

DOUBLE SOLDER COURSE

BRICK COLOR B (TYP)

PREFIN. MTL COPING

W/ ALUM FASCIA

DOUBLE SOLDIER COURSE

BRICK COLOR B

PREFIN. MTL COPING W/

ALUM FASCIA

ALUM STOREFRONT FRAMING

WITH INSULATED GLAZING

COMPOSITE METAL

PANEL

ALUM DRS & FRAME WITH

INSULATED GLAZING

A3.3

LIGHT FIXTURE MT CL

@ 7'-0" AFF (TYP)

9'-0" 8'-8"

FUTURE OWNER

PROVIDED 7'-0" DIA

BACKLIT SPACER

MOUNTED MEDALLION

SIGNAGE

SCUPPER - REFER TO 3/A5.1

& PLUMBING FOR ADDITIONAL

INFORMATION. REFER TO ROOF

PLAN FOR EXACT LOCATIONS.

C.J.

C.J. C.J.C.J.C.J.C.J.

13'-0" 12'-4"

13'-0"

FIRST FLOOR EXISTING

84'-0"

SECOND FLOOR / TRACK EXISTING

100'-0"

4 5 6 75.4

THIRD FLOOR EXISTING

116'-0"

A3.3

INSULATED MTL PANEL

BRICK COLOR A

DOUBLE SOLDIER COURSE

BRICK COLOR B

PREFIN. MTL COPING W/ ALUM FASCIA

PREFIN. MTL COPING W/ ALUM FASCIA

ALUM STOREFRONT FRAMING WITH

INSUL GLAZING (TYP)

BRICK COLOR A

BRICK COLOR A (TYP)

COMPOSITE MTL PANEL

ALUM DOORS & INSULATED

GLAZING IN STOREFRONT

FRAMING (TYP)

A3.3

1' -4

COMPOSITE MTL PANEL

DOUBLE SOLDIER COURSE

BRICK COLOR B (TYP)

CAST STONE CAP (TYP)

COMPOSITE MTL PANEL

A4.8

_______________________ 2

A4.8

_______________________4

A4.8

C.J.

C.J.

SCUPPER ON WALL BEYOND - REFER TO

3/A5.1 & PLUMBING FOR ADDITIONAL

INFORMATION. REFER TO ROOF PLAN FOR

EXACT LOCATIONS. MOUNT BOTTOM OF

SCUPPER @ 12'-0" A.F.F

SPANDREL GLAZING

FIRST FLOOR EXISTING

84'-0"

THIRD FLOOR EXISTING

116'-0"

FIRST FLOOR EXISTING

84'-0"

THIRD FLOOR EXISTING

116'-0"

A3.3

11'-4"

SCUPPER - REFER TO 3/A5.1

& PLUMBING FOR ADDITIONAL

INFORMATION. REFER TO ROOF

PLAN FOR EXACT LOCATIONS.

FIRST FLOOR EXISTING

84'-0"

1'-6

4"

ALUMINUM GUARDRAIL

TO MATCH EXISTING

CONFIGURATION

ALTERNATE No. S-1

REFER TO SPECIFICATION SECTION

012300 & STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

A

B

C

D

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H

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KINGSCOTT ASSOCIATES INC. KALAMAZOO, MICHIGANCC

JOB NO.

SHEET TITLE

SHEET NO.

ISSUANCES DATE

N

P L

E A

S E

R E

C Y

C L

E

T H

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E D

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KALAMAZOO | CHELSEA | GRAND RAPIDS | ROYAL OAK

KEY PLAN

/1

/2

:5 :4

P

M

C

U s e rs

\k b a rt la m

\D o c u m e n ts

\S A

S H ig h S c h o o l A d d it io n A rc h r2 k b a rt la m

.r v t 2900.09C

EXTERIOR ELEVATIONS - UNIT M

A3.1

N A nn A rb or

S t

Sa lin e, M

I 4

S a lin e A re a

S ch o o ls

S T E A

M

W E

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1/8" = 1'-0"1

WEST ELEVATION - UNIT M

1/8" = 1'-0"2

NORTH ELEVATION - UNIT M

1/8" = 1'-0"5

EAST ELEVATION - UNIT M

1/8" = 1'-0"3

SOUTH ELEVATION - UNIT M

1/8" = 1'-0"4

WEST ELEVATION - CANOPY

1/8" = 1'-0"6

SOUTH ELEVATION - CANOPY

PLEASE REFER TO ELEVATION

3/A3.1 FOR TYPICAL NOTATION

PLEASE REFER TO ELEVATION

3/A3.1 FOR TYPICAL NOTATION

1/8" = 1'-0"7

NORTHWEST ELEVATION - UNIT M

CONSTRUCTION DOCUMENTS 12/08/2023

ADDENDUM No. 02 01/11/2024

1/2" = 1'-0"8

GUARDRAIL ELEVATION

Request for Information

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0002 - BP-2 - Saline HS Additions - Aluminum Guardrails at Exterior Retaining Walls

Subject BP-2 - Saline HS Additions - Aluminum Guardrails at Exterior Retaining Walls

Status Closed by Clark n

Discipline

Architectural

LocationPhase

Preconstruction

Created On

1/4/2024

Due Date

1/11/2024

Date Resolved

1/11/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/4/2024 01:14 PM

Ref. Alternate No. S-1

Looking for a detailed section for new aluminum guardrails at exterior retaining walls. Structural drawings show where the new aluminum rail is but does not show a detail of this rail.

ANSWER Matt Wielechowski on 1/11/2024 03:13 PM

See Addendum 002.

ASSIGNMENTS

Ryan Alm (Kingscott Associates, Inc.) Due On 1/11/2024

Page 1 of 1Printed on: 1/11/2024ProjectSight

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0015 - BP-2 - Saline HS Additions - Interior Logo on A9.5

Subject BP-2 - Saline HS Additions - Interior Logo on A9.5

Status Closed by Clark n

Discipline

Architectural

LocationPhase

Preconstruction

Created On

1/10/2024

Due Date

1/17/2024

Date Resolved

1/11/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Karol Bartlam

Kingscott Associates, Inc.

QUESTION Matt Wielechowski on 1/10/2024 09:57 AM

(7) detail, 1N04 East, the 42" tall painted letters on the brick wall on drawing A9.5, and the provided 12' x 10 logo:

o Are the letters painted directly on the brick, or are these vinyl letters applied to the brick?

o Is the logo provided? or does the owner provide the art and we cut it out of vinyl and apply it to the brick wall?

ANSWER Karol Bartlam on 1/11/2024 11:01 AM (Promoted by Matt Wielechowski on 1/11/2024 11:53 AM)

Please refer to attached.

File

SAS HS PreBid RFI...

Karol Bartlam

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/17/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/17/2024 https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=b1-_w0M4gsM

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0015 - BP-2 - Saline HS Additions - Interior Logo on A9.5

Subject BP-2 - Saline HS Additions - Interior Logo on A9.5

Status Submitted for Review n

Discipline

Architectural

LocationPhase

Preconstruction

Created On

1/10/2024

Due Date

1/17/2024

Date Resolved

Author

Matt Wielechowski

Clark Construction Company

Resolved By

QUESTION Matt Wielechowski on 1/10/2024 09:57 AM

(7) detail, 1N04 East, the 42" tall painted letters on the brick wall on drawing A9.5, and the provided 12' x 10 logo:

o Are the letters painted directly on the brick, or are these vinyl letters applied to the brick?

o Is the logo provided? or does the owner provide the art and we cut it out of vinyl and apply it to the brick wall?

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/17/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/17/2024

Page 1 of 1Printed on: 1/10/2024ProjectSight

1. Paint letters directly on CMU.

2. Logo can be painted. Or, if contractor preference, a vinyl logo can be provided instead.

Applied to CMU wall. District has a logo file that can be provided.

Dana McClellan Kingscott 01/11/2024

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0016 - BP-2 - Saline HS Additions - Edge Metal Material Clarification

Subject BP-2 - Saline HS Additions - Edge Metal Material Clarification

Status Closed by Clark n

Discipline

Architectural

Location

Bid Pack #2 – STEAM & Weight

Room Additions > Saline High School

Phase

Preconstruction

Created On

1/10/2024

Due Date

1/17/2024

Date Resolved

1/11/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/10/2024 11:54 AM

I have a question regarding the roof edge metals for the Saline project. In the specs the edge metal is mentioned in 3 spec categories with different materials for each. Can you confirm what materials should be considered for the copings and fascia and confirm that they want a custom color? Any help is appreciated.

ANSWER Matt Wielechowski on 1/11/2024 11:55 AM

Specification section 077100 should be referenced for copings & fascia. Yes, we're asking for a custom metallic color to match existing.

Karol Bartlam

Kingscott

01/11/2024

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/17/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/17/2024

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0016 - BP-2 - Saline HS Additions - Edge Metal Material Clarification

Subject BP-2 - Saline HS Additions - Edge Metal Material Clarification

Status Submitted for Review n

Discipline

Architectural

Location

Bid Pack #2 – STEAM & Weight

Room Additions > Saline High School

Phase

Preconstruction

Created On

1/10/2024

Due Date

1/17/2024

Date Resolved

Author

Matt Wielechowski

Clark Construction Company

Resolved By

QUESTION Matt Wielechowski on 1/10/2024 11:54 AM

I have a question regarding the roof edge metals for the Saline project. In the specs the edge metal is mentioned in 3 spec categories with different materials for each. Can you confirm what materials should be considered for the copings and fascia and confirm that they want a custom color? Any help is appreciated.

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/17/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/17/2024

Page 1 of 1Printed on: 1/10/2024ProjectSight

Specification section 077100 should be referenced for copings & fascia. Yes, we're asking for a custom metallic color to match existing.

Karol Bartlam Kingscott 01/11/2024

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0017 - BP-2 - Saline HS Additions - Frame Type 15 (Addendum 001)

Subject BP-2 - Saline HS Additions - Frame Type 15 (Addendum 001)

Status Closed by Clark n

Discipline

Architectural

LocationPhase

Preconstruction

Created On

1/10/2024

Due Date

1/17/2024

Date Resolved

1/10/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Karol Bartlam

Kingscott Associates, Inc.

QUESTION Matt Wielechowski on 1/10/2024 02:47 PM

Does the glass in frame type 15 shown on A6.1 in Addendum 001 required school guard glazing?

ANSWER Karol Bartlam on 1/10/2024 02:55 PM (Promoted by Matt Wielechowski on 1/11/2024 11:56 AM)

No, school guard glass is not required on the interior frame.

Thank you, Karol Bartlam

Kingscott

ASSIGNMENTS

Trevor Garland (Kingscott Associates, Inc.) Due On 1/17/2024

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/17/2024

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0018 - BP-2 - Saline HS Additions - RFI-0013 Building Pad Clarification

Subject BP-2 - Saline HS Additions - RFI-0013 Building Pad Clarification

Status Closed by Clark n

Discipline

Civil

LocationPhase

Preconstruction

Created On

1/10/2024

Due Date

1/17/2024

Date Resolved

1/11/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/10/2024 02:51 PM

Please clarify the specified material of the 4" fine graded granular vs. the 4" granular sub-base. If this is all Class II sand, do you want to split between bid categories?

ANSWER Matt Wielechowski on 1/11/2024 03:12 PM

- Specified material under the 4" floor Slab on Grade is "A noncohesive soils mat - MDOT Class II sand directly below floor slabs. The mat should be a minimum of 8" in thickness and compacted to a minimum of 95% of Modified Proctor

MDD". This is the intent of the design and matches the Geotechnical Report recommendations (see section 3.3).

- The 8" of Class II sand is the responsibility of Bid Category 03A - Building Concrete Flatwork and Site Concrete.

- This RFI replaces RFI-0013.

This is typical detail which should be verified against the geotechnical report. Per Driesenga & Associates report dated

August 8, 2023 (DA Job #2320500.3A), an 8" mat is acceptable. Please verify and coordinate geotechnical with

Driesenga.

Brad Cutter

Robert Darvas Associates

January 10, 2024

ASSIGNMENTS

Matt Wielechowski (Clark Construction Company) Due On 1/17/2024

Robyn Anes (Clark Construction Company) Due On 1/17/2024

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0019 - BP-2 - Saline HS Additions - Temporary Gas for Both Additions

Subject BP-2 - Saline HS Additions - Temporary Gas for Both Additions

Status Closed by Clark n

Discipline

Mechanical

Location

Bid Pack #2 – STEAM & Weight

Room Additions > Saline High School

Phase

Preconstruction

Created On

1/10/2024

Due Date

1/17/2024

Date Resolved

1/11/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/10/2024 03:03 PM

Item #28 in the plumbing scope, Temporary gas piping to temp heating units. What size connection is needed for the temp heaters and the two for the Steam building how far does this need to be hard piped?

ANSWER Matt Wielechowski on 1/11/2024 03:32 PM

Connection size is 2.5" for the temp heaters. Allow for 50' of hard pipe for the STEAM addition and utilized the 2.5" gas being connected to the RTU for the Weight Room Addition shown on M1.29.

ASSIGNMENTS

Matt Wielechowski (Clark Construction Company) Due On 1/17/2024

Robyn Anes (Clark Construction Company) Due On 1/17/2024

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0020 - BP-2 - Saline HS Additions - Underground Sanitary Pipe Material

Subject BP-2 - Saline HS Additions - Underground Sanitary Pipe Material

Status Closed by Clark n

Discipline

Mechanical

Location

Bid Pack #2 – STEAM & Weight

Room Additions > Saline High School

Phase

Preconstruction

Created On

1/11/2024

Due Date

1/18/2024

Date Resolved

1/11/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Theresa Card

Strategic Energy Solutions, Inc.

QUESTION Matt Wielechowski on 1/11/2024 09:21 AM

What is the reasoning behind PVC DWV piping not being approved for underground sanitary and storm? Cast Iron

No-Hub is the only approved material and that typically isn’t installed underground anymore.

Above ground makes sense with the return air plenum.

ANSWER Theresa Card on 1/11/2024 09:40 AM (Promoted by Matt Wielechowski on 1/11/2024 11:57 AM)

Neither SES nor Saline prefers PVC. Spec calls for hubless or hub and spigot underground.

Theresa Card, P.E., CPD, LEED AP BD+C

Senior Mechanical Engineer

File image002.png

Theresa Card

File image001.png

Theresa Card

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/18/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/18/2024

Page 1 of 1Printed on: 1/11/2024ProjectSight https://prod.projectsightapp.trimble.com/web/recordopener.aspx?projid=78&PDT=180&orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&PKID=22419 https://prod.projectsightapp.trimble.com/web/recordopener.aspx?projid=78&PDT=180&orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&PKID=22418

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0021 - BP-2 - Saline HS Additions - Temp Fence Clarification

Subject BP-2 - Saline HS Additions - Temp Fence Clarification

Status Closed by Clark n

Discipline

Civil

Location

Bid Pack #2 – STEAM & Weight

Room Additions > Saline High School

Phase

Preconstruction

Created On

1/11/2024

Due Date

1/18/2024

Date Resolved

1/11/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/11/2024 09:23 AM

The windscreen for the temp fence will create problems without a top rail and not being post driven. Is the intent for the fence to be post driven? Please advise.

ANSWER Matt Wielechowski on 1/11/2024 03:24 PM

Provide 6' temporary fence in lieu of 8'. Fence should be post driven for both weight room and STEAM Additions. Wind screen is only required at the STEAM Addition. Provide top rail at STEAM Addition temp fence for support of windscreen. Provide 2 pedestrian gates at locations designated by Clark Construction per addition.

ASSIGNMENTS

Matt Wielechowski (Clark Construction Company) Due On 1/18/2024

Detailed

Saline Area Schools 2022 Bond Program (23-2914) 7265 Ann Arbor Street

Saline, MI 48176

0022 - BP-2 - Saline HS Additions - Glycol for Geothermal System

Subject BP-2 - Saline HS Additions - Glycol for Geothermal System

Status Closed by Clark n

Discipline

Mechanical

Location

Bid Pack #2 – STEAM & Weight

Room Additions > Saline High School

Phase

Preconstruction

Created On

1/11/2024

Due Date

1/18/2024

Date Resolved

1/11/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Theresa Card

Strategic Energy Solutions, Inc.

QUESTION Matt Wielechowski on 1/11/2024 09:26 AM

If bid category 23A HVAC is to furnish/install the glycol for the entire geothermal system, including the exterior piping/wells, we need to know the total system volume. Drawing GHX5.0 ‘Ground Heat Exchanger Summary

Information’ table is missing this information.

ANSWER Theresa Card on 1/11/2024 09:42 AM (Promoted by Matt Wielechowski on 1/11/2024 11:57 AM)

Expansion tank schedule on Sheet M6.1 has the estimated system volume for the entire glycol system.

Theresa Card, P.E., CPD, LEED AP BD+C

Senior Mechanical Engineer

File image001.png

Theresa Card

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/18/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/18/2024 https://prod.projectsightapp.trimble.com/web/recordopener.aspx?projid=78&PDT=180&orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&PKID=22420