Addendum 2.pdf.crdownload

Connecticut Department of

Administrative Services

Bid Addendum

Page 1 of 5 (including attachments)

Addendum No.: 2 Date Of Addendum: July 2, 2026

CT DAS 6030 (Rev. 08.09.2024) 6000 Bid Phase Forms

CT DAS Construction Services Office of Legal Affairs, Policy, and Procurement

Troop H Maintenance Facility Repairs 100R Washington St., Hartford, CT, 06103

BI – 2B – 500

Original Bid Due Date / Time: July 7, 2026 10:00 AM

Revised Bid Due Date / Time: July 13, 2026 10:00 AM

Previous Addendums: Addendum No. 1 – dated June 23, 2026

TO: Prospective Bid Proposers:

This Addendum forms part of the “Contract Documents” and modifies or clarifies the original “Contract Documents” for this Project dated April 24, 2026. Prospective Bid Proposers shall acknowledge receipt of the total number the Addenda issued for this Project on the space provided on Section 00 41 00 Bid Proposal Form.

Failure to acknowledge receipt of the total number the Addenda issued for this Project on the space provided on Section 00 41 00 Bid Proposal Form shall subject Bid Proposers to disqualification.

The following clarifications are applicable to drawings and specifications for the project referenced above.

Item 1: Question: East Elevation (Cedar Street) – please identify scope of work, if any, for the State Seal (circular round stone embedded masonry).

Clarification: Clean and protect the circular round stone embedded masonry, State Seal, at the East Elevation (Cedar Street). A note has been added to 1/A202 – East Elevation, “CLEAN AND PROTECT STONE

MEDALION IN PLACE”.

Item 2: Question: East Elevation (Cedar Street) – please identify scope of work, if any, for the existing light, post and chains.

Clarification: Prep, clean, and paint the existing lighting fixture, post, and chains at the East Elevation (Cedar Street). A note has been added to 1/A202 – East Elevation, “PREP, CLEAN AND PAINT LIGHTING FIXTURE, POST AND CHAINS. PAINT BLACK”.

Item 3: Question: East Elevation (Cedar Street) – please identify scope of work, if any, for the garage door header.

Clarification: Prep, clean, and paint the Overhead door steel lintel at the East Elevation (Cedar Street). A note has been added to 1/A202 – East Elevation, “PREP, CLEAN AND PAINT STEEL LINTEL (BLACK)”.

Item 4: Question: East Elevation (Cedar Street) – please identify scope of work, if any, for the brick masonry patch and perimeter sealant needed at the rusty pipe penetration.

Clarification: Provide brick replacement at spalled bricks, 16 units. Remove sealant at pipe penetration and reseal.

Prep, clean, and paint the metal pipe at the East Elevation (Cedar Street). A note has been added to 1/A202 – East Elevation, “PROVIDE BRICK REPLACEMENT AT SPALLED BRICKS, 16 UNITS. REMOVE SEALANT AT PIPE

PENETRATION AND RESEAL. PREP, CLEAN AND PAINT THE METAL PIPE (BLACK)”.

Item 5: Question: East Elevation (Cedar Street) – please identify scope of work for the excess foam and sealant at the fire department sprinkler connection.

Clarification: Remove the foam at fire department sprinkler connection and provide sealant at the wall penetration inside and outside. A note has been added to 1/A202 – East Elevation “REMOVE FOAM AT FIRE

CONNECTION AND PROVIDE PEREMETER SEALANT AT WALL PENETRATION INSIDE AND OUTSIDE.

Item 6: 3/A201, North Elevation, between Column Lines 6 and 7 – Added additional masonry infill/repair scope including removal, salvage, cleaning, and reinstallation of two (2) cast stone buttress caps. Provide temporary support for the interior trusses.

Item 7: 4/A201, South Elevation, Level 1, between Column Lines 13 and 14, Add reference “See 5/A202 for additional images of the existing exposed concrete areaway window condition to be repaired.”

Alison Kulas Highlight

Alison Kulas Highlight

Alison Kulas Highlight

Administrative Services

Bid Addendum

Page 2 of 5 (including attachments)

CT DAS 6030 (Rev. 08.09.2024) 6000 Bid Phase Forms

Addendum No.: 2 Date Of Addendum: July 2, 2026

Item 8: Sheet A202, Add 5/A202 – “EXISTNG EXPOSED CONCRETE WINDOW WELL” images.

Item 9: Sheet A202, Revise PARTIAL EAST ELEVATION detail number from 2/A202 to 4/A202.

Item 10: 4/A201, South Elevation, between Column Lines 8 and 9, Add note “REMOVE OUTER WYTH OF EXTERIOR

MULTI WYTHE BEARING WALL AT BULDGING BRICK AND REBUILD TO MATCH EXISTING ADJACENT.”

Item 11: 4/A201 South Elevation, at Column Line 8, Add note “HAZARDOUS CONDITION. SEE MICROWAVE

COMMUNICATION DISH NOTES THIS SHEET.”

Item 12: CT-DAS question: Are the fence mounted handicap placards/signage being removed/relocated/reinstalled when shifting the handicap parking areas.

Answer: Yes, handicap parking signage shall be removed, salvaged, and reinstalled to accommodate each Sequence identified on sheet G103 Site Logistics Plan. The handicap signage shall be installed at the original locations with the reinstallation of the fencing at the completion of the work.

Item 13: CT-DAS confirmation: Can you please provide photo inside the mechanical rooms within the basement along the North Elevation where the [explosive] flue/vents are located?

Answer: The following images are from inside the referenced mechanical rooms.

IMAGE 1 IMAGE 2

Administrative Services

Bid Addendum

Page 3 of 5 (including attachments)

Addendum No.: 2 Date Of Addendum: July 2, 2026

CT DAS 6030 (Rev. 08.09.2024) 6000 Bid Phase Forms

IMAGE 3 IMAGE 4

Item 14: Revised Bid Time Opening from July 7, 2026 to July 13, 2026 at 10:00 AM.

All questions must be emailed (not verbal or by phone) to the consulting Architect/Engineer (Marc Loranger, Email:

mal@gainc.com) with copies sent to the DAS/CS Project Manager (Daniel Wagoner, Email: Daniel.Wagoner@ct.gov) and

Construction Manager (Associated Construction Company, Email: Dmo@accgc.com)

End of Addendum Addendum No. 2

Alison Kulas, Paralegal Specialist State of Connecticut Department of Administrative Services, Construction Services Office of Legal Affairs, Policy, and Procurement 450 Columbus Boulevard, Suite 1307 Hartford, CT 06103

Alison Kulas

Alison Kulas Highlight

8 1214 3456710111213

SCALE:

A201

SOUTH ELEVATION

1/8"=1'-0"

LEVEL 1

0' - 0"

LEVEL 2

11' - 0"

T.O.W. LOW

13' - 6"

T.O.W. HIGH

27' - 9"

6'-0"

ALL 4 SIDES

DM

100%

SC

ER

MJ

CC

DM

SB

SB

CB

CC

CC

SC

SB

SB

SB

SC

3 3 3 3 3 3

SC

SC

SB

SB

9SB

SB

SC

CC

4 CC

SC

SB

2 SB

SC

CC

SB

6 1

SC

CC

CC

5 4

4 4 3

2 22 3 3 2 3 3

3 2 3 3

3 3

23'-3"

10'-0"

DM

100%

DM

100%

PS

PS

PS

PS

28 PS

PS

PS

PS

PS

PS

PS

FUEL PUMP UTILITIES. SEE MEP

DRAWINGS

A501

A501

A501

*SUPPLEMENTAL

BID NO. 1

A301

A301

MJ

7 2

SB

DM

A506

1518 18

18 18

18 20 2016' 8'

13131313

PASS DOOR

A501

SCALE:

A201

NORTH ELEVATION

1/8"=1'-0"

LEVEL 1

0' - 0"

LEVEL 2

11' - 0"

T.O.W. LOW

13' - 6"

T.O.W. HIGH

27' - 9"

'-0

6'-0"

ALL 4 SIDES

SB

SB

DM

100%

4 5

CB

SB

4 4

4 3

SB

4 5

CB

CB

CB

2 CS

SC

SC

SC

SC

ER

CC

CC

CC

CC

CC

CC

CC

SC

ER

SC

MJ

CB

5 6 14 16

22222 2 2 2

322 2 2 2 310'-0"

23'-1"

DM

100%

DM

100%

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

SC

A505

A501

A501

*SUPPLEMENTAL

BID NO. 1

7 141361 1110985432 12

SC

ER

17 17

PS

13 13

ELEVATION KEYNOTES LEGEND

REMOVE SINGLE PANE METAL WINDOW SYSTEM AND ALL ATTACHMENTS.

REPAIR CONCRETE AND EXPOSED REBAR LINTEL. REMOVE AND REPLACE

BRICK PERIMETER UNITS AS REQUIRED FOR PERIMETER SEALANT REMOVAL.

PROVIDE FIBERGLAS SANDWICH PANEL SYSTEM IN EXISTING OPENING.

CLEAN, PREP AND REFINISH EXISTING TO REMAIN STEEL LINTEL.

PROVIDE TEMPORARY SUPPORT AND SAW-TOOTH REMOVAL OF MULTI-WYTHE

BRICK MASONRY BEARING WALL AT STEEL LINTEL TO BE REMOVED. PROVIDE

STEEL LINTEL AND SAW-TOOTH INFILL AT MULTI-WYTHE BRICK MASONRY

ABOVE WINDOW.

REMOVE HOLLOW METAL DOOR, FRAME AND ALL ATTACHMENTS. PROVIDE

INSULATED HOLLOW METAL DOOR AND FRAME AT EXISTING LOCATION. SEE

SHEET 6/A301.

REMOVE OVERHEAD SECTIONAL DOOR SYSTEM INCLUDING TRACK,

OPERATOR AND ALL ATTACHMENTS. PROVIDE INSULATED OVERHEAD

SECTIONAL DOOR SYSTEM WITH PASS DOOR AND OPERATOR.

PROVIDE STEP CRACKING REPAIR AT EXTERIOR AND INTERIOR OF

MULTI-WYTHE BRICK MASONRY WALL. SEE DETAIL 1/A504.

PROVIDE TEMPORARY SUPPORT AND REMOVE PORTION OF MULTI-WYTHE

MASONRY WALL CONSTRUCTION FROM FOUNDATION TO ROOF.

PROVIDE SAW-TOOTH REMOVAL AT MULTI-WYTHE MASONRY BEARING WALL,

BOTH ENDS.

PROVIDE MULTI-WYTHE MASONRY BEARING WALL CONSTRUCTION TO MATCH

EXISTING REMOVED.

PROVIDE SAWTOOTH INFILL AT MULTI-WYTHE MASONRY BEARING WALL, BOTH

ENDS.

PROVIDE TRUSS BEARING.

REMOVE LOUVER, METAL WINDOW, AND ALL ATTACHMENTS.

PARGE ALL EXPOSED EXTERIOR POURED CONCRETE WALLS - TYP.

REMOVE METAL LOUVER, METAL WINDOW SYSTEM AND ALL ATTACHMENTS. SEE

DETAIL 4/A505 FOR ADDITIONAL WORK.

REMOVAL OF MICROWAVE COMMUNICATION DISH AND CABLING BACK TO

SOURCE - BY OWNER

REMOVE ROOF VENT SYSTEM. PATCH WOOD ROOF DECK TO MATCH EXISTING

ADJACENT. SEE DETAIL 6/A507

REMOVE DEBRIS FROM AREA WAYS

GUTTER EXPANSION JOINTS BETWEEN DOWNSPOUTS

SALVAGE AND REINSTALL MAILBOX

INTEGRAL SNOW GUARDS

ELEVATION LEGEND

REPOINT BRICK AT

DETERIORATED MORTAR JOINT;

# INDICATES SQUARE FEET

REPOINT BRICK AT PREVIOUS

REPAIR;

# INDICATES SQUARE FEET

REPOINT BRICK AT

DETERIORATED MORTAR JOINT;

# INDICATES LINEAR FEET

PROVIDE BRICK REPLACEMENT

AT SPALLED BRICK;

# INDICATES UNITS

PROVIDE BRICK REPLACEMENT

AT CRACKED BRICK;

# INDICATES UNITS

CLEAN RUST STAINED BRICK;

# INDICATES SQUARE FEET

PROVIDE CONCRETE REPAIR AT

EXPOSED REBAR;

# INDICATES SQUARE FEET

PROVIDE CONCRETE CRACK

REPAIR;

# INDICATES LINEAR FEET

PROVIDE STONE CRACKED

REPAIR;

# INDICATES LINEAR FEET

PROVIDE SPALLED CONCRETE

PATCHING;

# INDICATES SQUARE FEET

REMOVE AND REPLACE

PERIMETER WINDOW SEALANT;

# INDICATES LINEAR FEET

PROVIDE CONCRETE SPALL

REPAIR AT SPALLING

CONCRETE

PROVIDE BRICK MASONRY

INFILL / REPAIR TO MATCH

EXISTING ADJACENT

REMOVE PORTION OF EXTERIOR

MULTI WYTHE BEARING WALL AND

REBUILD TO MATCH EXISTING

ADJACENT - SEE NOTE 1

PROVIDE EXTERIOR BRICK

MASONRY CRACK REPAIR

- SEE DETAIL 1/A504;

# INDICATES LINEAR FEET

DM

FRMJ

MJ

SB

CB

RS

ER

CC

CS

SC

PS

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

1/8" = 1'-0"

A201978120 A200s.dwg

EXTERIOR ELEVATIONS

0 4' 8' 16'

ALUMINUM DOWNSPOUT WITH CAST

IRON BOOT - TYP OF 3

ALUMINUM GUTTER SYSTEM (TYP.)

3" x 4" ALUMINUM DOWNSPOUT WITH CAST

IRON BOOT - TYP. OF 4

REMOVE AND REINSTALL

WINDOW PROTECTION

REMOVE METAL MAST AND ALL

ATTACHMENTS

REMOVE AND REINSTALL AREAWAY

COVER

ALUMINUM GUTTER SYSTEM - TYP

AREA C

AREA C

CAST IRON DOWNSPOUT BOOT -

TYP. OF 4

CUT AND CAP EXISTING CAST IRON BOOT AT

BUILDING ENTRY. TYP OF 4

ALUMINUM GUTTER

SYSTEM - TYP.

AREA B

AREA A

ALUMINUM GUTTER SYSTEM

CAST IRON BOOT. TYP OF 3

VP AREA A

AREA B

VP

CAST IRON DOWNSPOUT BOOT - TYP. OF 3

CUT AND CAP EXISTING CAST

IRON BOOT AT BUILDING

ENTRY. TYP OF 3

ALUMINUM GUTTER

SYSTEM (TYP.)

SALVAGE BUTTRESS CAPS - TYP OF 3

MICROWAVE COMMUNICATION DISH - BY

OWNER.

3" X 4" ALUMINUM DOWNSPOUT WITH CAST

IRON BOOT - TYP OF 4

EXISTING TO REMAIN WALL

MOUNTED ANTENNA, TO REMAIN

OPERATIONAL THROUGHOUT

THE DURATION OF THE PROJECT

3" x 4" ALUMINUM

DOWNSPOUT WITH CAST

IRON BOOT - TYP. OF 4

CABLING REMOVED BY OWNER

REMOVE AND REINSTALL OPENING

PROTECTION

NOTE 1 - MASONRY BEARING WALL REMOVAL AND RECONSTRUCTION

DEMOLITION

- PROVIDE TEMPORARY SUPPORT AND SAWTOOTH REMOVAL OF THREE (3) WYTHE MASONRY BEARING WALL, FROM FOUNDATION

TO ROOF.

- SALVAGE AND STORE FOR REINSTALLATION THREE (3) PRECAST CONCRETE BUTTRESS CAPS.

- SALVAGE AND STORE FOR REINSTALLATION METAL MAILBOX.

- REMOVE OVERHEAD DOOR SYSTEM INCLUDING OPERATOR AND ALL ATTACHMENTS

- REMOVE METAL MAN DOOR, FRAME AND ALL ATTACHMENTS.

- SEE MEP DRAWING FOR ADDITIONAL WORK.

NEW WORK

- PROVIDE/RECONSTRUCT THREE (3) WYTHE MASONRY BEARING WALL TO MATCH EXISTING REMOVED. PROVIDE SAWTOOTH INFILL

AT BOTH ENDS.

- PROVIDE/REPLICATE BRICK WORK COURSING TO MATCH EXISTING REMOVED ALL INCLUDING SOLDIER COURSES AS SHOWN.

- PROVIDE TRUSS BEARING PLATES TO MATCH EXISTING REMOVED AT THREE (3) BUTTRESS LOCATIONS. SEE STRUCTURAL SHEETS

FOR ADDITIONAL WORK.

- REINSTALL THREE (3) SALVAGED BUTTRESS CAPS.

- REINSTALL SALVAGED MAILBOX.

- PROVIDE OVERHEAD DOOR SYSTEM AND ELECTRIC OPERATOR.

- PROVIDE 3' X 7' INSULATED HOLLOW METAL DOOR FRAME AND HARDWARE.

- REPAIR ROOF EDGE TO MATCH EXISTING ADJACENT.

- SEE MEP FOR ADDITIONAL WORK.

4" CORE IN MASONRY WALL WITH 3" EMT

SLEEVE - COORDINATE LOCATION WITH

OWNER

SEE NOTE 1: MASONRY BEARING WALL

REMOVAL AND RECONSTRUCTION

INFILL MULTI WYTHE MASONRY

OPENING TO MATCH EXISTING

ADJACENT.

PROVIDE TOOTH-OUT MASONRY

REMOVAL AND TOOTH-IN

MASONRY INFILL - TYP.

PROVIDE TOOTH-OUT

MASONRY REMOVAL AND

TOOTH-IN MASONRY INFILL

- TYP.

MICROWAVE COMMUNICATION DISH NOTES:

1. NO WORK SHALL BE PERFORMED IN FRONT OF

OR WITHIN 12 FEET, IN ANY DIRECTION, OF THE

EXISTING OR NEW MICROWAVE COMMUNICATION

DISH WHILE THE ANTENNA SYSTEM IS ACTIVE.

2. REFER TO SPECIFICATION SECTION 011100

SUMMARY OF WORK, 1.6 WORK SEQUENCE FOR

ADDITIONAL REQUIREMENTS.

3. COORDINATE WITH THE OWNER FOR

DEACTIVATION AND ACTIVATION SEQUENCE OF

THE EXISTING AND NEW MICROWAVE

COMMUNICATION DISH

REMOVE OUTER WYTH OF EXTERIOR MULTI WYTHE BEARING WALL AT

BULDGING BRICK AND REBUILD TO MATCH EXISTING ADJACENT

SALVAGE CLEAN AND

REINSTALL BUTTRESS CAP

HAZARDOUS CONDITION.

SEE MICROWAVE COMMUNICATION

DISH NOTES THIS SHEET.

ADDENDUM #36/30/261

SEE 5/A202 BETWEEN COLUMN LINES

12 AND 13 FOR EXISTING EXPOSED

CONCRETE WINDOW WELL IMAGES

CD B

LEVEL 1

0' - 0"

T.O.W. LOW

13' - 6"

SCALE:

A202

PARTIAL EAST ELEVATION

1/8"=1'-0"

A

SC

DM

100% DM

100%

SB

SB

A501

SC

DM

100%

DM

100%

C AD B

LEVEL 2

11' - 0"

T.O.W. HIGH

27' - 9"

SCALE:

A202

PARTIAL EAST ELEVATION

1/8"=1'-0"

6'-0"

ALL 4 SIDES

*SUPPLEMENTAL

BID NO. 1

A501

MJ

MJ

SB

ELEVATION REPAIR LEGEND

REPOINT BRICK AT

DETERIORATED MORTAR JOINT;

# INDICATES SQUARE FEET

REPOINT BRICK AT PREVIOUS

REPAIR;

# INDICATES SQUARE FEET

REPOINT BRICK AT

DETERIORATED MORTAR JOINT;

# INDICATES LINEAR FEET

PROVIDE BRICK REPLACEMENT

AT SPALLED BRICK;

# INDICATES UNITS

PROVIDE BRICK REPLACEMENT

AT CRACKED BRICK;

# INDICATES UNITS

CLEAN RUST STAINED BRICK;

# INDICATES SQUARE FEET

PROVIDE CONCRETE REPAIR AT

EXPOSED REBAR;

# INDICATES SQUARE FEET

PROVIDE CONCRETE CRACK

REPAIR;

# INDICATES LINEAR FEET

PROVIDE STONE CRACKED

REPAIR;

# INDICATES LINEAR FEET

PROVIDE SPALLED CONCRETE

PATCHING;

# INDICATES SQUARE FEET

REMOVE AND REPLACE

PERIMETER WINDOW SEALANT;

# INDICATES LINEAR FEET

PROVIDE CONCRETE SURFACE

REPAIR AT SPALLING

CONCRETE

PROVIDE BRICK MASONRY

INFILL / REPAIR TO MATCH

EXISTING ADJACENT

PROVIDE EXTERIOR BRICK

MASONRY CRACK REPAIR

- SEE DETAIL 1/A504;

# INDICATES LINEAR FEET

DM

FRMJ

MJ

SB

CB

RS

ER

CC

CS

SC

ELEVATION KEYNOTES LEGEND

REMOVE SINGLE PANE METAL WINDOW SYSTEM AND ALL ATTACHMENTS. REPAIR CONCRETE AND EXPOSED REBAR LINTEL.

PROVIDE FIBERGLAS SANDWICH PANEL SYSTEM IN EXISTING OPENING

CLEAN, PREP AND REFINISH EXISTING TO REMAIN STEEL LINTEL.

PROVIDE TEMPORARY SUPPORT AND SAWTOOTH REMOVAL OF MULTI-WYTHE BRICK MASONRY BEARING WALL AT STEEL LINTEL TO BE REMOVED. PROVIDE STEEL LINTEL AND SAWTOOTH INFILL AT MULTI-WYTHE BRICK MASONRY ABOVE WINDOW.

REMOVE HOLLOW METAL DOOR, FRAME AND ALL ATTACHMENTS. PROVIDE INSULATED HOLLOW METAL DOOR AND FRAME AT

EXISTING LOCATION. SEE SHEET 6/A301.

REMOVE OVERHEAD SECTIONAL DOOR SYSTEM INCLUDING TRACK, OPERATOR AND ALL ATTACHMENTS. PROVIDE INSULATED

OVERHEAD SECTIONAL DOOR SYSTEM AND OPERATOR.

PROVIDE STEP CRACKING REPAIR AT EXTERIOR AND INTERIOR OF MULTI-WYTHE BRICK MASONRY WALL. SEE DETAIL 1/A504.

PROVIDE TEMPORARY SUPPORT AND REMOVE PORTION OF MULTI-WYTHE MASONRY WALL CONSTRUCTION FROM FOUNDATION

TO ROOF.

PROVIDE SAWTOOTH REMOVAL AT MULTI-WYTHE MASONRY BEARING WALL, BOTH ENDS.

PROVIDE MULTI-WYTHE MASONRY BEARING WALL CONSTRUCTION TO MATCH EXISTING REMOVED.

PROVIDE SAWTOOTH INFILL AT MULTI-WYTHE MASONRY BEARING WALL, BOTH ENDS.

PROVIDE TRUSS BEARING.

REMOVE LOUVER, METAL WINDOW, AND ALL ATTACHMENTS.

PARGE ALL EXPOSED EXTERIOR POURED CONCRETE WALLS

REMOVE METAL LOUVER, METAL WINDOW SYSTEM AND ALL ATTACHMENTS. SEE DETAIL 4/A505 FOR ADDITIONAL WORK.

REMOVAL OF MICROWAVE COMMUNICATION DISH AND CABLING BACK TO SOURCE - BY OWNER

REMOVE ROOF VENT SYSTEM. PATCH WOOD ROOF DECK TO MATCH EXISTING ADJACENT. SEE DETAIL 6/A507

REMOVE DEBRIS FROM AIRWAYS

GUTTER EXPANSION JOINTS BETWEEN DOWNSPOUTS

PS

LEVEL 1

0' - 0"

LEVEL 2

11' - 0"

T.O.W. LOW

13' - 6"

CD

SCALE:

A202

EAST ELEVATION

1/8"=1'-0"

CB

SB

SB

SB

SB

3 3

DM

100%

RS

SB

SC

CC

CC

PS

PS

PS

DM

100%

A5024

A501

B A

13 13

LEVEL 2

11' - 0"

T.O.W. LOW

13' - 6"

T.O.W. HIGH

27' - 9"

SCALE:

A202

WEST ELEVATION

1/8"=1'-0"

BA

CB

SB

CS

MJ

CB

MJ

MJ

MJ

FRMJ

CB

CB

CB

CB

3 SB

2 2 2 22

DM

100%

(BASE OF WALL BEYOND)

PS

PS

PS

28 PS

PS

PS

PS

A501 DM

100%

C D

MJ

SCALE:

A202

EXISTING EXPOSED CONCRETE WINDOW WELL

NTS

CAD no.

04/24/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

FACILITY REPAIRS

TROOP H MAINTENANCE

BI-2B-500

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

HARTFORD, CONNECTICUT 06106

professional seal

703 HEBRON AVENUE

GALE ASSOCIATES, INC.

GLASTONBURY, CONNECTICUT

EKJ/DAT/VRM

MAL

100R WASHINGTON STREET

ADDENDUM #36/30/26

1/8" = 1'-0"

A202978120 A200s.dwg

EXTERIOR ELEVATIONS

0 4' 8' 16'

REMOVE METAL MAST AND

ALL ATTACHMENTS

GUTTER EXPANSION

JOINT

STEPPED THROUGH WALL

FLASHING - SEE DETAIL 3/A501

ALUMINUM DOWNSPOUT - TYP

OF 2

ALUMINUM GUTTER SYSTEM

MICROWAVE COMMUNICATION DISH NOTES:

1. NO WORK SHALL BE PERFORMED IN FRONT OF

OR WITHIN 12 FEET, IN ANY DIRECTION, OF THE

EXISTING OR NEW MICROWAVE COMMUNICATION

DISH WHILE THE ANTENNA SYSTEM IS ACTIVE.

2. REFER TO SPECIFICATION SECTION 011100

SUMMARY OF WORK, 1.6 WORK SEQUENCE FOR

ADDITIONAL REQUIREMENTS.

3. COORDINATE WITH THE OWNER FOR

DEACTIVATION AND ACTIVATION SEQUENCE OF

THE EXISTING AND NEW MICROWAVE

COMMUNICATION DISH

CLEAN AND PROTECT STONE

MEDALLION IN PLACE.

PREP, CLEAN AND PAINT LIGHTING

FIXTURE, POST AND CHAINS. PAINT BLACK.

PROVIDE BRICK REPLACEMENT AT

SPALLED BRICKS, 16 UNITS.

REMOVE SEALANT AT PIPE

PENETRATION AND RESEAL. PREP,

CLEAN AND PAINT METAL PIPE

(BLACK).

REMOVE FOAM AT FIRE CONNECTION

AND PROVIDE PEREMETER SEALANT

AT WALL PENETRATION INSIDE AND

OUTSIDE.

1 1

PREP, CLEAN AND PAINT

STEEL LINTEL (BLACK)”.