240110 Saline Area Schools - BP2 - Addendum 001 - 2 of 2.pdf

Request for Information

Detailed, RFIs Grouped by Company and RFI Number

Saline Area Schools 2022 Bond Program Clark Construction CompanyProject # 23-2914

7265 Ann Arbor Street

Saline, MI 48176

Tel: Fax:

Clark Construction Company

RFI #: 0003 Date Created: 1/4/2024

DisciplineSubject Category

MechanicalBP-2 - Saline HS Additions - Mechanical Scope

Clarifications

DaysAmountCost Impact Sched Impact Dwg Impact

Not SureNot SureNot Sure $0.00 0

Cost Impact Comments Sched Impact Comments Dwg Impact Comments

AnswerQuestion Date Required: 1/11/2024 Date Answered: 1/8/2024

Please see below.

1) For the geothermal piping, can the scope cutoff be moved to where the geothermal piping enters the building? Leaving all external piping in the geothermal scope, and internal piping in the mechanical scope? With the geothermal bid category carrying the 3” piping headers into the building, there will be union trade issues because mechanical contractors will have to run that 3” piping. If we can move the cutoff line to where the geothermal piping enters the building, it will clean up both scopes.

2) Is the piping chase demolition and install under the general trades bid pack or the responsibility of the mechanicals?

3) Will there be an allowance added to the general trades bid pack for floor protection? Or will mechanicals be responsible for carrying?

4) Would it be possible to know the value of the temperature controls contract? The mechanical contractors will likely have a large part coordinating the work and some overhead will need to be carried.

1. See revised Bid Category Specific Notes for Bid Category 23A -

HVAC and 23B - Geothermal for clarification of work.

2. Bid category 02 is responsible for demo of existing chase as required for new chilled water piping. Bid category 04 is responsible for infilling masonry as required. Bid category 09C

Hard Tile - is responsible for repairing tile as applicable in restrooms. Bid category 22A is responsible for removing toilet fixtures, salvaging and reinstalling.

3. Floor protection will be covered by 06 - General Trades base bid allowances.

4. Temperature Controls Contract Value - Base Bid $225,000, Alternate 1 - $11,000, Alternate 2 - $33,000, Alternate 3 - $85,000.

Answered By: Clark Construction CompanyAuthored By Matt Wielechowski

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

Detailed

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

Saline, MI 48176

0004 - BP-2 - Saline HS Additions - Site Logistics and Sequence Clarifications

Subject BP-2 - Saline HS Additions - Site Logistics and Sequence Clarifications

Status Closed by Clark n

Discipline

Civil

LocationPhase

Preconstruction

Created On

1/4/2024

Due Date

1/11/2024

Date Resolved

1/9/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/4/2024 01:25 PM

1. Is this project prevailing wage?

2. Do you have a logistics plan? I looked through all the documents and did not see one.

3. Do you have thoughts on the sequence of installing the retaining wall on the east side of the weightroom? We are supposed to keep the existing water main live for as long as possible, but the new water main is supposed to go in between the retaining wall and existing wall. Will the new retaining wall need to be installed first?

ANSWER Matt Wielechowski on 1/9/2024 09:47 AM

1. This project is NOT prevailing wage.

2. See Addendum 001 for site logistics plan.

ASSIGNMENTS

Matt Wielechowski (Clark Construction Company) Due On 1/11/2024

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

Detailed

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

Saline, MI 48176

0005 - BP-2 - Saline HS Additions - Pre-purchased Equipment Clarifications

Subject BP-2 - Saline HS Additions - Pre-purchased Equipment Clarifications

Status Closed by Clark n

Discipline

Mechanical

LocationPhase

Preconstruction

Created On

1/4/2024

Due Date

1/11/2024

Date Resolved

1/8/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/4/2024 01:50 PM

1. Was sales tax paid by the owner on the Pre-purchased Trane equipment and controls? If not, what is the value, as it will need to be included for the installing contractor as Use Tax.

2. The Trane equipment proposal is missing WSHP-7 and the Inertia Rails and Spring Isolators for the DOAS-1 (per note 13 on the equipment schedule on drawing M6.0 and detail 2 on M3.0). Will these be included in their scope?

3. Will Trane controls handle relocating the existing Unit Heater thermostat in Penthouse 4F (per note on drawing

M4.1)?

ANSWER Matt Wielechowski on 1/8/2024 02:44 PM

1. Sales tax is paid by Owner on the pre-purchased Trane equipment. Do not include Use Tax in proposal of pre-purchased equipment.

2. WSHP-7 is included in the cost though the specific item was not called out – this was confirmed by Trane on

12.5.23. Trane does not provide rails or isolators for the DOAS – that is by MC as is the isolator hangers for the

WSHPs, etc.

3. This will need to be added to Trane’s scope.

ASSIGNMENTS

Matt Wielechowski (Clark Construction Company) Due On 1/11/2024

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/11/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/11/2024

Detailed

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

Saline, MI 48176

0006 - BP-2 - Saline HS Additions - Housekeeping / Equipment Pads and Demo of Existing Chase for Chilled

Water Piping

Subject BP-2 - Saline HS Additions - Housekeeping / Equipment Pads and Demo of Existing

Chase for Chilled Water Piping

Status Closed by Clark n

Discipline

Mechanical

LocationPhase

Preconstruction

Created On

1/4/2024

Due Date

1/11/2024

Date Resolved

1/8/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/4/2024 01:54 PM

1. Bid Category 03A (Concrete) includes housekeeping/equipment pads; does that include filling of the Inertia bases for the four GSWP pumps and DOAS unit?

2. Who is responsible for "Demolish and patch existing chase as required for new chilled water piping" as noted on drawings MD1.26, MD1.27, MD4.1, M1.26, M1.27, & M4.1?

ANSWER Matt Wielechowski on 1/8/2024 02:46 PM

1. Bid Category 03A is responsible for infilling inertia bases for the DOAS and the GSWP pumps. See revised Bid

Category Specific Notes for 03A.

2. Bid category 02 is responsible for demo of existing chase as required for new chilled water piping. Bid category 04 is responsible for infilling masonry. Bid category 09C Hard Tile - is responsible for repairing tile as applicable in restrooms. Bid category 22A is responsible for removing toilet fixtures, salvaging and reinstalling.

ASSIGNMENTS

Matt Wielechowski (Clark Construction Company) Due On 1/11/2024

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/11/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/11/2024

Detailed

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

Saline, MI 48176

0007 - BP-2 - Saline HS Additions - Decorative CMU (Ground Face CMU) and Burnished Block (Note #16)

Subject BP-2 - Saline HS Additions - Decorative CMU (Ground Face CMU) and Burnished Block

(Note #16)

Status Closed by Architect n

Discipline

Architectural

LocationPhase

Preconstruction

Created On

1/4/2024

Due Date

1/11/2024

Date Resolved

1/8/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Karol Bartlam

Kingscott Associates, Inc.

QUESTION Matt Wielechowski on 1/4/2024 02:24 PM

The Mason Spec lists Decorative 1. CMU(Ground Face CMU) as a material but no Color, Pattern, or Vendor listed.

Can the architect please provide the necessary information needed. See attached for reference. Please advise

2. Area M Floor Plan A1.12- Corridor 1M03 and Lobby 1M02 have callouts for burnished block to be used- #16

Architectural General Notes on the page. However A9.1-3/6 where these areas are shown have no burnished block on these walls or get covered w/drywall. Should Burnished Block be used in these locations as noted? This is not cost effective to cover them up in 1M03 if yes. Please advise

File

RFI Floor Plan.pdf

Matt Wielechowski

File

DCMU Spec.pdf

Matt Wielechowski

File

INT ELV RFI.pdf

Matt Wielechowski

ANSWER Karol Bartlam on 1/8/2024 08:22 AM (Promoted by Robyn Anes on 1/8/2024 01:30 PM)

Please refer to attached.

File

SAS HS PreBid RFI...

Karol Bartlam

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/11/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/11/2024

Page 1 of 1Printed on: 1/8/2024ProjectSight https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=9-SRoCRkwu0 https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=cj3WNqwPdMQ https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=u7yh43Xrz_o https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=pwa31OR83y4

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

Saline, MI 48176

0007 - BP-2 - Saline HS Additions - Decorative CMU (Ground Face CMU) and Burnished Block (Note #16)

Subject BP-2 - Saline HS Additions - Decorative CMU (Ground Face CMU) and Burnished Block

(Note #16)

Status Submitted for Review n

Discipline

Architectural

LocationPhase

Preconstruction

Created On

1/4/2024

Due Date

1/11/2024

Date Resolved

Author

Matt Wielechowski

Clark Construction Company

Resolved By

QUESTION Matt Wielechowski on 1/4/2024 02:24 PM

The Mason Spec lists Decorative 1. CMU(Ground Face CMU) as a material but no Color, Pattern, or Vendor listed.

Can the architect please provide the necessary information needed. See attached for reference. Please advise

2. Area M Floor Plan A1.12- Corridor 1M03 and Lobby 1M02 have callouts for burnished block to be used- #16

Architectural General Notes on the page. However A9.1-3/6 where these areas are shown have no burnished block on these walls or get covered w/drywall. Should Burnished Block be used in these locations as noted? This is not cost effective to cover them up in 1M03 if yes. Please advise

File

RFI Floor Plan.pdf

Matt Wielechowski

File

DCMU Spec.pdf

Matt Wielechowski

File

INT ELV RFI.pdf

Matt Wielechowski

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/11/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/11/2024

Page 7 of 7Printed on: 1/4/2024ProjectSight

1. Ground Face CMU material will be added to 042000 specification in forthcoming Addendum.

2. Burnished block in Corridor 1M03 is clearly indicated on floor plan & interior elevation (top of elevation) 6/A9.1. At locations where gypsum board is indicated, mason may change to standard cmu if they choose.

Ground face block extents will be modified in Lobby 1M02, one paint color removed and one paint color added on floor plan, color layout plan & interior elevation.

Karol Bartlam / Dana McClellan / Sarah Haselschwardt Kingscott 01/08/2024 https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=9-SRoCRkwu0 https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=cj3WNqwPdMQ https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=u7yh43Xrz_o

2900-09C UNIT MASONRY 042000-6

defects are exposed in the completed Work and will be within 20 ft. vertically and horizontally of a walking surface.

C. Fire-Resistance Ratings: Comply with requirements for fire-resistance-rated assembly designs indicated.

2.2 CONCRETE MASONRY UNITS

A. Shapes: Provide shapes indicated and as follows, with exposed surfaces matching exposed faces of adjacent units unless otherwise indicated.

1. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions.

2. Provide [square-edged] [bullnose] units for outside corners unless otherwise indicated.

B. Integral Water Repellent: Provide units made with integral water repellent for exposed units and where indicated.

1. Integral Water Repellent: Liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength. Units made with integral water repellent, when tested in accordance with ASTM E514 as a wall assembly made with mortar containing integral water-repellent manufacturer's mortar additive, with test period extended to 24 hours, will show no visible water or leaks on the back of test specimen.

C. CMUs: ASTM C90, normal weight.

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2500 psi.

2. Size (Width): Manufactured to dimensions 3/8 inch less than nominal dimensions.

3. Exposed Faces: Provide color and texture matching the range represented by Architect's sample.

D. Decorative CMUs: ASTM C90, normal weight.

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2500 psi.

2. Size (Width): Manufactured to dimensions specified in "CMUs" Paragraph above.

3. Pattern and Texture: Standard pattern, ground-face finish.

4. Colors: As selected by Architect from manufacturer's full range.

5. Special Aggregate: Provide units made with aggregate matching aggregate in Architect's sample.

2.3 BRICK

A. General: Provide shapes indicated and as follows, with exposed surfaces matching finish and color of exposed faces of adjacent units:

1. For ends of sills and caps and for similar applications that would otherwise expose unfinished brick surfaces, provide units without cores or frogs and with exposed surfaces finished.

JamesSnyder Highlight Colors: As selected by Architect from manufacturer's full range.

JamesSnyder Highlight Special Aggregate: Provide units made with aggregate matching aggregate in Architect's sample.

BUILT-IN BENCH RECESSED NOOKS

WITH VINYL SEAT PAD, DECORATIVE

TILE @ BACK WALL & WOOD ACOUSTICAL

PANELS (AWP-2) AT SIDE WALLS &

"CEILING"

RECESSED GLASS TROPHY

CASE 2'-0" DEEP - SLIDING

DOORS INTEGRAL LIGHT

ALIGN W/ ALCOVES &

DOOR BELOW.

LOCKING & KEYED ALIKE

FACEBRICK

W A

LL

C O

V

ER

IN

G

O N G

Y P B

D W

A

LL

PROVIDE DECORATIVE

PROTECTIVE PANEL @ FACE OF

GYP WALLS AROUND

BENCHES, PLAM-5

WALL ABV.

CLG LEVEL

WC-1

2 2

6'-8"

2" WOOD TRIM TO FRAME BENCH

STAINED TO MATCH ACOUSTIC

WOOD WALL PANELS (TYP)

AWP-2 AWP-2

A5.4

6" 6'-4" 6" 6'-8"

BACK WALLBACK WALL

A5.4

A4.6

_______________________ 3

A4.6

2'-4 3/8"

1' -8

RECESSED GLASS TROPHY

CASE 2'-0" DEEP - HINGED

DOORS WITH RECESSED

LIGHTING.

LOCKING & KEYED ALIKE

ROOM SIGN - MODIFIED WIDTH

5" (VERIFY)

DECORATIVE PANEL SEAM - ALIGN

WITH DOOR FRAME

A C C E N T

W A L L C O

V E R

IN

G

ACCENT PAINT

1' -8

WC-1

1 1

WALLCOVERING & PAINT FROM THIS

ELEVATION CONTINUES ON RETURN WALL

TO DOOR SET.

WALL ABV.

CLG LEVEL

A C C E N T

W A L L C O

V E R

IN

G

36"H ARCHITECTURAL ACRYLIC

LETTERS - WHITE / BACKLIT

FURTURA FONT

WALLCOVERING CONTINUES BEHIND

LETTERS.

METAL TRIM AT EXPOSED TILE EDGES (TYP)

4"D LAMINATE

LEDGE (PLAM-6)

TV, SEE TECHNOLOGY

DRAWINGS

WC-1

PAINT ACCENT STRIPE

OPEN TO

TOILET RM.

OPEN TO

TOILET RM.

5'-8"

WP

WALL ABV.

CLG LEVEL

24'-6" 8" 2'-4" 8"

ACCENT PAINT

WP WP WP WP

1 1

8" 8"

4"W RECESSED LED LIGHTS

THAT ALIGN WITH LIGHTS IN

GYP CELIING & PATTERN IN FLOOR

4" TYP

9' -0

5 5

ACCENT PAINT

CONTINUES INTO

ALCOVE

1'-4 1/8"5 1/8" 4" TYP

ACCENT PAINT

CORNER GUARD,

TYP @ BOTH

SIDES OF ALCOVE

8" 8"

10'-1 1/4"

ROOM SIGN (TYP)

1'-4"

10"

1'-7 3/8"6'-6 3/8"

2'-11 3/8"

ALIGN W/ DOOR @ OPP. HALL

ACCENT PAINT

WP WP

GROUND FACE BLOCK

8" 8"

8" 8"

GROUND FACE BLOCK GROUND FACE BLOCKACCENT PAINT

CORNER GUARD TYP @ BOTH SIDES OF ALCOVEROOM SIGN (TYP)

1'-4" 1'-4"1'-4"

PAINT 8"H CMU

UNDER WINDOWS

RB-1

GEOTHERMAL

PIPING BEYOND;

PAINTED

ACCENT COLORS.

SEE MECH DWGS

FOR DETAILS

1. REFER TO COLOR LAYOUT PLANS FOR FINISH MATERIAL SYMBOLS.

INTERIOR ELEVATION GENERAL NOTES

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

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KEY PLAN

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INTERIOR ELEVATIONS

A9.1

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

IG

H T

R O

O M

A D

D

IT

IO

N

1/4" = 1'-0"1

1M02 LOBBY - WEST

1/4" = 1'-0"2

1M02 LOBBY - NORTH

1/4" = 1'-0"3

1M02 LOBBY - EAST

1/4" = 1'-0"5

1M03 CORRIDOR - WEST

1/4" = 1'-0"6

1M03 CORRIDOR - EAST

1/4" = 1'-0"4

1M02 LOBBY-SOUTH

CONSTRUCTION DOCUMENTS 12/08/2023

JamesSnyder Ellipse

JamesSnyder Ellipse

JamesSnyder Ellipse

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

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

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KINGSCOTT ASSOCIATES INC. KALAMAZOO, MICHIGANCC

JOB NO.

SHEET TITLE

SHEET NO.

ISSUANCES DATE

N

P L

E A

S E

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C Y

C L

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T H

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IN

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P R

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IN

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KALAMAZOO | CHELSEA | GRAND RAPIDS | ROYAL OAK

KEY PLAN

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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

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FIRST FLOOR PLAN - UNIT 1M

A1.12

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1/8" = 1'-0"1

FIRST FLOOR PLAN - UNIT 1M

CONSTRUCTION DOCUMENTS 12/08/2023

JamesSnyder Ellipse

JamesSnyder Ellipse

JamesSnyder Highlight

JamesSnyder Highlight

JamesSnyder Highlight

JamesSnyder Highlight

JamesSnyder Ellipse

JamesSnyder Ellipse

JamesSnyder Line

JamesSnyder Line

JamesSnyder Text Box Is the intent here to lay Burnished Block here and cover them up? This is how the print reads within the notes but would not be cost effective if these walls are to be covered up.

A9.1-6 shows the highlighted areas covered w/drywall. Should we carry Burnished block in these locations? Please advise

JamesSnyder Highlight

JamesSnyder Highlight

JamesSnyder Highlight

JamesSnyder Highlight

JamesSnyder Highlight

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

PARTITION TYPES, WALL SECTIONS AND INTERIOR ELEVATIONS FOR ADDITIONAL

INFORMATION.

JamesSnyder Text Box This area circled and highlighted shows no Burnished block on the interior walls (A9.1-3) but has the walls shaded to indicate otherwise. Which is correct? please advise

JamesSnyder Line

JamesSnyder Highlight

JamesSnyder Highlight

Detailed

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

Saline, MI 48176

0008 - BP-2 - Saline HS Additions - Sitework Clarifications

Subject BP-2 - Saline HS Additions - Sitework Clarifications

Status Closed by Clark n

Discipline

Civil

LocationPhase

Preconstruction

Created On

1/5/2024

Due Date

1/12/2024

Date Resolved

1/9/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/5/2024 01:26 PM

1. Who is handling the Gas line relocation ? Usually, the owner handles this due to it being their gas line.

2. Is there a place to stockpile topsoil on site or will it need to be hauled off site.

3. If the topsoil is to be hauled off site who is responsible for bring in new topsoil, would it be in the landscape package?

4. Who is responsible for the temp fencing ?

5. On the scope of work for Earthwork line #20 states “stone surface mat be beneficial on building pad for durability” does this mean you want us to quote to place stone on the building pad and if so, how much?

6. Who is responsible for topsoil and seeding you have it in 2 bid categories.

7. Can you give an allowance number in $ for the repair of base asphalt areas to be repaired prior to placement of top course considering no one is going to know how much repair is going to need to be done.

ANSWER Matt Wielechowski on 1/9/2024 09:57 AM

1. Gas relocation will be handled by the Owner / DTE.

2. Stockpile of topsoil will not be allowed for the STEAM Addition due to site size restraints. All spoils and topsoil must be hauled offsite. Topsoil will be allowed at the Weight Room Addition; however, all Erosion Control measures must be followed per local jurisdiction requirements.

3. New topsoil is to be furnished and installed by Bid Category 32 - Landscaping.

4. Bid Category 31 - Site Demo, Earthwork is responsible for temporary fencing. See logistics plan in Addendum 001 for location and quantity.

5. Delete Note 20 from Bid Category 31. See revised and reissued Bid Category Specific Notes in Addendum 001.

6. Topsoil and seeding is the responsibility of Bid Category 32 - Landscaping. If the site is disturbed outside of the limits shown on the documents and the site logistics plan, it is the responsibility of the trade contractor disturbing the area to restore (topsoil & seed).

7. Delete "Special Considerations" Note 1 from Bid Category 31. See revised and reissued Bid Category Specific

Notes in Addendum 001.

Page 1 of 2Printed on: 1/10/2024ProjectSight

0008 - BP-2 - Saline HS Additions - Sitework Clarifications

ASSIGNMENTS

Matt Wielechowski (Clark Construction Company) Due On 1/12/2024

Page 2 of 2Printed on: 1/10/2024ProjectSight

Detailed

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

Saline, MI 48176

0009 - BP-2 - Saline HS Additions - Selective Demo of Concrete

Subject BP-2 - Saline HS Additions - Selective Demo of Concrete

Status Closed by Clark n

Discipline

Architectural

LocationPhase

Preconstruction

Created On

1/5/2024

Due Date

1/12/2024

Date Resolved

1/9/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/5/2024 01:27 PM

Looking through the demo SOW there is note of concrete removal. The only areas I see where concrete might need to be removed is for the underground plumbing, but the underground plumbing pages are for the addition areas.

I just want to clarify exactly what concrete work needs to be included in our scope.

ANSWER Matt Wielechowski on 1/9/2024 09:58 AM

Review all drawings for related scope of work.

ASSIGNMENTS

Detailed

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

Saline, MI 48176

0010 - BP-2 - Saline HS Additions - Schedule of work and Polished Concrete Clarifications

Subject BP-2 - Saline HS Additions - Schedule of work and Polished Concrete Clarifications

Status Closed by Clark n

Discipline

All Disciplines

LocationPhase

Preconstruction

Created On

1/5/2024

Due Date

1/12/2024

Date Resolved

1/10/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/5/2024 01:38 PM

1. Polished concrete calls for (Salt & Pepper Grind) on the drawings, the specs call for a class D aggregate exposure, and the alternate for a deep grind polish in certain areas. Can you please clarify what the base polish is? Is it the salt

& pepper, or what is in the specs?

2. Pertaining to the schedule, is the intent to build both additions simultaneously?

3. When will the foundation work fit into the schedule?

4. When will the site concrete work fit into the schedule?

5. At what level will the concrete scope receive the grade for the retaining walls, and to what grade is the concrete scope to backfill the retaining wall?

6. Are the footings in this area thickened slab or actual footing?

ANSWER Matt Wielechowski on 1/10/2024 08:59 AM

1. Salt & Pepper grind is base bid.

2. Start date for STEAM Addition is 3/25/24. Start for Weight Room Addition is 5/6/24. Substantial Completion for both additions remains the same - June 24th, 2025.

3. Foundation work will take place in the spring / summer 2024.

4. Site concrete will be phased. Critical pedestrian sidewalks will need to be in place by end of Summer 2024. The majority of the site concrete will be completed Spring/Summer 2025.

5. Bid Category 31 will demo existing retaining wall and foundations and leave for Bid Category 03B - Foundations to excavate as needed to install footing and retaining walls.

6. Unclear which exact area is in question. Please refer to foundation plans S1.12 and S1.13 for areas marked/tagged for foundations versus areas marked with thickened slab on grade under interior masonry partitions.

ASSIGNMENTS

Detailed

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

Saline, MI 48176

0011 - BP-2 - Saline HS Additions - Undercut Allowance

Subject BP-2 - Saline HS Additions - Undercut Allowance

Status Closed by Architect n

Discipline

Civil

LocationPhase

Preconstruction

Created On

1/8/2024

Due Date

1/15/2024

Date Resolved

1/9/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Karol Bartlam

Kingscott Associates, Inc.

QUESTION Matt Wielechowski on 1/8/2024 02:58 PM

Could you please clarify the allowance of 1000 CYDS of undercutting, should this number include filling the undercut back in and if so what are we using to fill the hole ? 21 AA LS ?

ANSWER Karol Bartlam on 1/9/2024 08:58 AM (Promoted by Matt Wielechowski on 1/10/2024 09:10 AM)

Please refer to attached.

File

SAS HS PreBid RFI...

Karol Bartlam

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/15/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/15/2024 https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=6K3yjG1tbBs

Detailed

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

Saline, MI 48176

0011 - BP-2 - Saline HS Additions - Undercut Allowance

Subject BP-2 - Saline HS Additions - Undercut Allowance

Status Submitted for Review n

Discipline

Civil

LocationPhase

Preconstruction

Created On

1/8/2024

Due Date

1/15/2024

Date Resolved

Author

Matt Wielechowski

Clark Construction Company

Resolved By

QUESTION Matt Wielechowski on 1/8/2024 02:58 PM

Could you please clarify the allowance of 1000 CYDS of undercutting, should this number include filling the undercut back in and if so what are we using to fill the hole ? 21 AA LS ?

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/15/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/15/2024

Page 1 of 1Printed on: 1/8/2024ProjectSight

Nick Brass Text Box FOR BIDDING PURPOSES, ALLOWANCE SHALL INCLUDE DISPOSAL OF POOR SOILS AND IMPORT AND PLACEMENT OF 21AA CRUSHED CONCRETE. UNDERCUT REQUIREMENTS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE ON-SITE GEOTECHNICAL ENGINEER.

Nick Brass - SDA 01-09-24

Detailed

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

Saline, MI 48176

0012 - BP-2 - Saline HS Additions - Mechanical Clarifications

Subject BP-2 - Saline HS Additions - Mechanical Clarifications

Status Closed by Clark n

Discipline

Mechanical

LocationPhase

Preconstruction

Created On

1/9/2024

Due Date

1/16/2024

Date Resolved

1/9/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/9/2024 01:26 PM

1. Bid Category 22A Plumbing – Scope Item #18 – Install Toilet Accessories. Bid Category 06 Carpentry & General

Trades – Scope Item #25 – Furnish & Install Toilet Accessories. Please clarify scope.

2. Drawing M1.26, M1.27, M4.1 – Please confirm that Demo/Patch of chase to access chilled water piping is by other bid categories.

3. Drawing M1.34 & M1.37, HVAC Key Note H16 – Please confirm that painting of Pipe, Hangers, Supports is by Bid

Category 09D Painting.

4. Drawing M1.26 HVAC Key Note H14 – Please confirm that removal/replacement of ceiling tiles is by others.

5. HVAC General Note 12 on ‘M’ Drawings – Paint all visible interior surfaces of Exhaust/Return Grilles, Registers & visible associated ductwork – Please confirm this is by 09D Painting.

6. Drawing M1.13 Note at 2 ½” Gas Piping – Please confirm painting of pipe is by others.

7. Boxed note on M1.12 & M1.32 – Please confirm painting is by 09D Painting.

8. Please provide lead times on pre-purchased mechanical equipment.

9. Please provide the Weights & Shipping splits for ERU-1.

10. Please provide the weight of RTU-1.

11. Please provide weights/dimensions of the chilled water coils.

12. Drawing P1.12 & P1.32– Boxed note regarding field painting – please confirm that this work is by Bid Category

09D Painting.

13. Drawings P1.13, P1.26, P1.27 – Please confirm notes regarding painting is by Bid Category 09D Painting.

14. Should the coil piping be included in Alternate 1 & 2 along with the new pumps?

15. What do the ‘Hose Kits’ for the Heat Pumps consist of that are pre-purchased with the Trane equipment?

16. For Alternate 1 & 2, can you provide a pump piping detail for the new pumps and the replacement pumps?

Page 1 of 2Printed on: 1/10/2024ProjectSight

0012 - BP-2 - Saline HS Additions - Mechanical Clarifications

ANSWER Matt Wielechowski on 1/9/2024 02:18 PM

1. Toilet Accessories are furnished and installed by Bid Category 06 Carpentry & General Trades.

2. See Pre-bid RFI-0003 for clarification.

3. Painting of pipe, hangers and supports is the responsibility of Bid Category 09D - Painting.

4. Removal and replacement of ceiling tiles is the responsibility of Bid Category 09A - Metal Studs. This will be covered by this bid category allowance.

5. Painting per this note is by Bid Category 09D - Painting.

6. Painting of gas piping per note M1.13 is by Bid Category 09D - Painting.

7. Confirmed, responsibility of Bid Category 09D - Painting.

8. The lead times for coils and WSHP are 8 weeks, The ERU-1 is 37 weeks, The DOAS is 14 weeks.

9. See attached shipping weights of ERU-1.

10. Weight is listed in schedule on M6.0.

11. See attached weights of chilled water coils.

12. Confirmed, responsibility of Bid Category 09D - Painting.

13. Confirmed, responsibility of Bid Category 09D - Painting.

14. Yes, Alternate includes all piping and work associated with adding pumps and re-piping coils as needed to accommodate the pumps.

15. The hose kit comes with isolation valves, strainers, and balance device.

16. Use coil piping details on Sheet M5.1 – all scenarios are shown for 2-way and 3-way valves, stacked or non-stacked coils.

File

Saline HS - STEAM...

Matt Wielechowski

File

Saline HS (4).pdf

Matt Wielechowski

ASSIGNMENTS

Matt Wielechowski (Clark Construction Company) Due On 1/16/2024

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/16/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/16/2024

Page 2 of 2Printed on: 1/10/2024ProjectSight https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=0QX7l-GJetw https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=0ZjSTAl-uDQ

Detailed

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

Saline, MI 48176

0013 - BP-2 - Saline HS Additions - Building Pad Section

Subject BP-2 - Saline HS Additions - Building Pad Section

Status Closed by Clark n

Discipline LocationPhase

Preconstruction

Created On

1/9/2024

Due Date

1/16/2024

Date Resolved

1/10/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/9/2024 01:36 PM

What is the cross section for the floor in the building? What I’m seeing on sheet S0.3 is: 4" COMPACTED FINE

GRADED GRANULAR MATERIAL OVER 4" GRANULAR SUB-BASE

So, does this mean the concrete bid category will need to install 8” of granular material under his 4” concrete?

ANSWER Matt Wielechowski on 1/10/2024 11:35 AM

See attached clarification on scope of work related to the building pad. The section on S0.3 is correct, 4" compacted fine graded granular material over 4" granular sub-base material. Reference Geo-tech report for additional information.

File

Slab On Grade Cut...

Matt Wielechowski

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/16/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/16/2024 https://prod.projectsightapp.trimble.com/web/dashboard.aspx?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=78&nomsg=1&filekey=n2wET0QNHA8

Detailed

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

Saline, MI 48176

0013 - BP-2 - Saline HS Additions - Building Pad Section

Subject BP-2 - Saline HS Additions - Building Pad Section

Status Submitted for Review n

Discipline LocationPhase

Preconstruction

Created On

1/9/2024

Due Date

1/16/2024

Date Resolved

Author

Matt Wielechowski

Clark Construction Company

Resolved By

QUESTION Matt Wielechowski on 1/9/2024 01:36 PM

What is the cross section for the floor in the building? What I’m seeing on sheet S0.3 is: 4" COMPACTED FINE

GRADED GRANULAR MATERIAL OVER 4" GRANULAR SUB-BASE

So, does this mean the concrete bid category will need to install 8” of granular material under his 4” concrete?

ASSIGNMENTS

Karol Bartlam (Kingscott Associates, Inc.) Due On 1/16/2024

Trevor Garland (Kingscott Associates, Inc.) Due On 1/16/2024

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

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

Detailed

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

Saline, MI 48176

0014 - BP-2 - Saline HS Additions - Weight Room Retaining Wall Sequence

Subject BP-2 - Saline HS Additions - Weight Room Retaining Wall Sequence

Status Closed by Clark n

Discipline

Civil

LocationPhase

Preconstruction

Created On

1/9/2024

Due Date

1/16/2024

Date Resolved

1/9/2024

Author

Matt Wielechowski

Clark Construction Company

Resolved By

Matt Wielechowski

Clark Construction Company

QUESTION Matt Wielechowski on 1/9/2024 01:48 PM

What is the sequence of installing the retaining wall on the east side of the weightroom? We are supposed to keep the existing water main live for as long as possible, but the new water main is supposed to go in between the retaining wall and existing wall. Will the new retaining wall need to be installed first?

ANSWER Matt Wielechowski on 1/9/2024 01:53 PM

This work will need to be closely coordinated between Bid Category 31 and Bid Category 03B - Building Foundations.

The sequence is as follows;

1. Excavate and pour retaining wall foundation (03B)

2. Install and test new water main. (31)

3. Install new retaining wall (03B)

4. Backfill retaining wall (03B)

ASSIGNMENTS

Matt Wielechowski (Clark Construction Company) Due On 1/16/2024

MattWielechowski Ellipse