Drawings Volume 1 of 1.pdf

LOCATION PLAN

SITE PLAN

CONTRACT DRAWINGS

Q U I

T R A N S T U L I T

S U S T I N E T

LAND ID: 15296

GOVERNOR NED LAMONT

PROJECT NO. BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

MICHELLE H. GILMAN

COMMISSIONER

DEPARTMENT OF EMERGENCY SERVICES

AND PUBLIC PROTECTION

RONNELL A. HIGGINS

COMMISSIONER

CONNECTICUT FIRE ACADEMY

BURN BUILDINGS A & B REPAIRS

34 PERIMETER ROAD

WINDSOR LOCKS, CONNECTICUT

FACILITY ID: 71424

D.C.S BUILDING IDENTIFICATION

STRUCTURAL ENGINEER

GM2 ASSOCIATES, INC.

750 OLD MAIN STREET #202

ROCKY HILL, CT 06067

(860)-436-4336

ARCHITECT

FRIAR ARCHITECTURE, INC.

21 TALCOTT NOTCH ROAD

FARMINGTON, CT 06032

(860)-678-1291

CONSULTING ENGINEER

ELLIOTT, LeBOEUF & McELWAIN

8001 FORBES PLACE SUITE 201

SPRINGFIELD, VA 22515

(703)-321-2100

COVER SHEET

SL-I-A CLASS A BURN BUILDING SITE LOGISTICS - PHASE I

SL-II-B CLASS B BURN BUILDING SITE LOGISTICS - PHASE II

G-0.1 CODE SHEET CLASS A & B BURN BUILDINGS

G-1.0-A BASEMENT FLOOR EGRESS PLAN CLASS A BURN BUILDING

G-1.1-A FIRST FLOOR EGRESS PLAN CLASS A BURN BUILDING

G-1.2-A SECOND FLOOR EGRESS PLAN CLASS A BURN BUILDING

G-1.0-B LOWER LEVEL EGRESS FLOOR PLAN CLASS B BURN BUILDING

G-1.1-B UPPER LEVEL EGRESS FLOOR PLAN CLASS A BURN BUILDING

G-1.2-B ATTIC LEVEL EGRESS FLOOR PLAN CLASS B BURN BUILDING

STRUCTURAL

S-01 STRUCTURAL GENERAL NOTES

S-1.0-A BASEMENT FLOOR PLAN CLASS A BURN BUILDING

S-1.1-A FIRST FLOOR PLAN CLASS A BURN BUILDING

S-1.2-A SECOND FLOOR PLAN CLASS A BURN BUILDING

S-1.3-A ATTIC AND ROOF PLANS CLASS A BURN BUILDING

S-4.0-A SECTIONS AND DETAILS CLASS A BURN BUILDING

S-4.1-A TYPICAL STRUCTURAL DETAILS CLASS A BURN BUILDING

S-1.0-B BASEMENT FLOOR PLAN CLASS B BURN BUILDING

S-1.1-B SECOND FLOOR PLAN CLASS B BURN BUILDING

S-1.2-B ATTIC & LOW ROOF PLAN CLASS B BURN BUILDING

S-4.2-B SECTIONS AND DETAILS CLASS B BURN BUILDING

ARCHITECTURAL

AD-1.0-A DEMOLITION PLANS CLASS A BURN BUILDING

AD-2.0-A DEMOLITION PLANS CLASS A BURN BUILDING

AD-3.0-A DEMOLITION PLANS CLASS A BURN BUILDING

A-1.0-A BASEMENT FLOOR PLAN CLASS A BURN BUILDING

A-1.1-A FIRST FLOOR PLAN CLASS A BURN BUILDING

A-1.2-A SECOND FLOOR PLAN CLASS A BURN BUILDING

A-1.3-A ATTIC PLAN CLASS A BURN BUILDING

A-2.1-A ROOF PLAN CLASS A BURN BUILDING

A-5.1-A SECTIONS AND DETAILS CLASS A BURN BUILDING

A-9.0-A BASEMENT FLOOR RCP PLAN CLASS A BURN BUILDING

A-9.1-A FIRST FLOOR RCP PLAN CLASS A BURN BUILDING

A-9.2-A SECOND FLOOR RCP PLAN CLASS A BURN BUILDING

A-10.1-A INTERIOR ELEVATIONS CLASS A BURN BUILDING SUPPLEMENTAL BID NO. 1

THERMAL WALL PANELS

A-10.2-A INTERIOR ELEVATIONS CLASS A BURN BUILDING SUPPLEMENTAL BID NO. 1

THERMAL WALL PANELS

A-1.0-B LOWER LEVEL FLOOR PLAN CLASS B BURN BUILDING

A-1.1-B UPPER LEVEL FLOOR PLAN CLASS B BURN BUILDING

A-1.2-B ATTIC LEVEL FLOOR PLAN CLASS B BURN BUILDING

A-2.1-B ROOF PLAN CLASS B BURN BUILDING

A-2.2-B ROOF DETAILS CLASS B BURN BUILDING

ELECTRICAL

E-1.0-A BASEMENT FLOOR PLAN CLASS A BURN BUILDING

E-1.1-A FIRST FLOOR PLAN CLASS A BURN BUILDING

E-1.2-A SECOND FLOOR PLAN CLASS A BURN BUILDING

A

B

ISSUE FOR BID FEBRUARY 17, 202616,

MMemmott Stamp

SL-I-ACAD no.

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

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUE FOR BID

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

FRIAR ARCHITECTURE INC.

FARMINGTON, CONNECTICUT 06032

21 TALCOTT NOTCH ROAD

BURN BUILDINGS A & B REPAIRS

MPM

AS NOTED

CLASS A BURN BUILDING

SITE LOGISTICS PHASE I

SCALE:1 CLASS A BURN BUILDING SITE LOGISTICS - PHASE I

N.T.S.

8'0"

4'0"

Governor Ned Lamont Department of Administrative Services

Michelle H. Gilman Commissioner

Department of XXXXXXXX

XXXXXXXXXX

Commissioner

Project Title Complex Name

City, Connecticut Project No. BI-00-000

Architect or Engineer Name

Contractor Name

4'0" Clear

12'0"x4"x4' Wood post

Sign has white background with blue lettering. Blue is

Connecticut blue base equal to Hex #3371E7 in color and consistency. The preferred font is Poppins. Arial is also acceptable.

3000 DAS- CS

Project Sign Template

REFER TO SPECIFICATION SECTION 01 50 00

TEMPORTARY PROJECT IDENTIFICATION SIGNS

FOR ADDITIONAL INFORMATION

DELIVERY

GATE

WATER HOSE FOR

CONTRACTOR USE

BURN BUILDING A

CONSTRUCTION

SIGN

JOB TRAILER

STAGING AREA

EXISTING FENCING

AROUND BURN BUILDING

DELIVERY

ENTRANCE

DUMPSTER

CONTRACTOR

PARKING

6'-0" HIGH FENCE

AROUND EXISTING

ELECTRICAL PANELS

CONSTRUCTION

ENTRANCE

CONTRACTOR

ENTRANCE GATE

02.16.26

02.16.2026

SL-II-BCAD no.

project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUE FOR BID

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

FRIAR ARCHITECTURE INC.

FARMINGTON, CONNECTICUT 06032

21 TALCOTT NOTCH ROAD

BURN BUILDINGS A & B REPAIRS

MPM

AS NOTED

CLASS B BURN BUILDING

SITE LOGISTICS PHASE II

SCALE:1 CLASS B BURN BUILDING SITE LOGISTICS - PHASE II

N.T.S.

BURN BUILDING B

6'-0" HIGH CONSTRUCTION

FENCING AROUND BURN

BUILDING, CONNECT TO

EXISTING FENCING. INCLUDE

8'-0" WIDE GATE.

EXISTING FENCING

AROUND BURN BUILDING

STAGING AREA AND PARKING

AREA.

CONTRACTOR

ENTRANCE

8'0"

4'0"

Governor Ned Lamont Department of Administrative Services

Michelle H. Gilman Commissioner

Department of XXXXXXXX

XXXXXXXXXX

Commissioner

Project Title Complex Name

City, Connecticut Project No. BI-00-000

Architect or Engineer Name

Contractor Name

4'0" Clear

12'0"x4"x4' Wood post

Sign has white background with blue lettering. Blue is

Connecticut blue base equal to Hex #3371E7 in color and consistency. The preferred font is Poppins. Arial is also acceptable.

3000 DAS- CS

Project Sign Template

REFER TO SPECIFICATION SECTION 01 50 00

TEMPORTARY PROJECT IDENTIFICATION SIGNS

FOR ADDITIONAL INFORMATION

CONSTRUCTION

SIGN

PROVIDE MINIMUM OF 10'-0"

CLEARANCE BETWEEN BOXES

AND CONSTRUCTION FENCE

PROVIDE CLEARANCE AT

FENCED AREA FOR ROUTINE

MAINTENANCE

G-0.1CAD no.

project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUE FOR BID

02.17.2026

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

FRIAR ARCHITECTURE INC.

FARMINGTON, CONNECTICUT 06032

21 TALCOTT NOTCH ROAD

BURN BUILDINGS A & B REPAIRS

MPM

AS NOTED

CODE SHEET

CLASS A & B BURN BUILDINGS

Existing Construction

Total Floor New Construction

(Basement)

3. BUILDING HEIGHT (Chapter 5)

4. BUILDING AREA (Chapter 5) Building Area: (each floor)

Actual Height (story/feet) (Stories Above Grade)

Allowable Height (story/feet)

Date of Original Construction

1. GROUP CLASSIFICATION

2. CONSTRUCTION TYPE (Chapter 6)

(new) Actual Type Provided: (existing) Minimum Type Required:

(Primary) (Incidental)

Renovation

U

Existing Construction

Total Floor New Construction

(First)

Total Building

CODE INFORMATION

BURN BUILDING A

State Health Code

OSHA

Section 504

State Fire Code w/Supplement

ADA

State Building Code w/Supplement

Current

13. CODES TO WHICH THIS PROJECT WAS DESIGNED Dated:

12. SPRINKLER PROTECTION

NoYes14. THRESHOLD BUILDING CONDITIONS X

Limited Area

Entire BuildingN/A

1973 w/current amendment

2013 w/ current amendments

Non-designated

10. ACCESSIBLE BUILDING Designated

X

Other -

N/A 1B 1B

5 STORIES / 160-0"

3 STORY / 31'-0"

3 STORY

1,792

1,792 s.f.

s.f.

s.f.

s.f.

s.f.

s.f.

s.f.

2021 International Building Code * 2021 International Mechanical Code * 2021 International Plumbing Code * 2021 International Energy Conservation Code * 2019 Installation of Sprinkler Systems (NFPA 13) 2021 Life Safety Code (NFPA 101) * 2021 Fire Code (NFPA 1) *

2021 International Residential Code * 2021 International Existing Building Code * 2017 Accessible and Usable Buildings and Facilities (ICC A117.1-2017)* 2020 National Electrical Code (NFPA 70)* 2021 International Fire Code * 2021 International Swiming Pool & Spa Code *

* With Connecticut Amendments and General Statute requirements

N/A

Existing Construction

Total Floor New Construction

(Second) s.f.

s.f.

s.f.

1,280

1,280

1,280

1,280

4,352

Existing Construction

Total Floor New Construction

(Lower)

3. BUILDING HEIGHT (Chapter 5)

4. BUILDING AREA (Chapter 5) Building Area: (each floor)

Actual Height (story/feet) (Stories Above Grade)

Allowable Height (story/feet)

Date of Original Construction

1. GROUP CLASSIFICATION

2. CONSTRUCTION TYPE (Chapter 6)

(new) Actual Type Provided: (existing) Minimum Type Required:

(Primary) (Incidental)

Renovation

U

-1991

Existing Construction

Total Floor New Construction

(Upper)

Total Building

CODE INFORMATION

BURN BUILDING B

N/A

N/A 2B 2B

3 STORIES / 55'-0"

2.5 STORIES / 30'-0"

2.5 STORIES

2,547

2,547 s.f.

s.f.

s.f.

s.f.

s.f.

s.f.

s.f.

Existing Construction

Total Floor New Construction

(Attic) s.f.

s.f.

s.f.

2,408

2,408

1,345

1,345

6,300

6) Roof Construction,

5) Floor Construction

(Including supporting beams and joists)

3) Nonbearing walls and partitions (Exterior)

7. FIRE-RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS (Table 601)

Exterior Interior

2) Bearing Walls:

(Including supporting beams and joists)

1) Structural frame: including columns, girders, trusses Hr(s)

4) Nonbearing walls and partitions (Interior)

2b see Table 602

8. OCCUPANCY LOAD

Design Total - Each Floor

Design Total for Building Total Exit Capacity for Building

Total Exit Capacity - Each Floor

Basement

Hr(s)2 Hr(s)2b

Hr(s)0

Hr(s)2

Hr(s)1c

1,350

SecondFirst

6. SINGLE OCCUPANCY OR NONSEPARATED USES (506.2.1) N/A

5. AREA MODIFICATIONS TO TABLE 506 (for each separate building as defined by fire walls and/or exterior walls) N/A

9. MODIFICATIONS

6) Roof Construction,

5) Floor Construction

(Including supporting beams and joists)

3) Nonbearing walls and partitions (Exterior)

7. FIRE-RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS (Table 601)

Exterior Interior

2) Bearing Walls:

(Including supporting beams and joists)

1) Structural frame: including columns, girders, trusses Hr(s)

4) Nonbearing walls and partitions (Interior)

0c see Table 705.5

8. OCCUPANCY LOAD

Design Total - Each Floor

Design Total for Building Total Exit Capacity for Building

Total Exit Capacity - Each Floor

Lower Level

Hr(s)1 Hr(s)0

Hr(s)0

Hr(s)0

Hr(s)0c

1,197

1,949

AtticUpper Level

6. SINGLE OCCUPANCY OR NONSEPARATED USES (506.2.1) N/A

5. AREA MODIFICATIONS TO TABLE 506 (for each separate building as defined by fire walls and/or exterior walls) N/A

9. MODIFICATIONS

a) CT Building Code - applied for: 2021 IEBC exception to Ch. 8 Alterations- Level 2, sections:

802.2 Vertical Openings; 803.4 Fire Alarm and Detection; 804.8 Means of Egress Lighting;

804.9 Exit Signs - No Modifications Required Case Number M-24-0847

a) CT Building Code - applied for: 2021 IEBC exception to Ch. 8 Alterations- Level 2, sections:

802.2 Vertical Openings; 803.4 Fire Alarm and Detection; 804.8 Means of Egress Lighting;

804.9 Exit Signs - No Modifications Required Case Number M-24-0847

10. DELEGATED DESIGNS 10. DELEGATED DESIGN

a) 11 95 11 HIGH - TEMPERATURE LINING SYSTEM - APPROVED 01.07.2025

b) 01 50 00, 3.3.H - TEMPORARY SHORING - APPROVED 01.07.2025 a)

UP

UP

FILL

FILL

PI

TC

H 1/

4" P

ER

FO

O T

PI

TC

H 1/

4" P

ER

FO

O T

PITCH

1/4" PER

FOOT

PI

TC

H 1/

4" P

ER

FO

O T

WITH ACCUMULATED OCCUPANCY LOAD15

MAXIMUM TRAVEL DISTANCE

FROM FURTHEST POINT

A VALUE OF 0.2 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE DOOR AND CORRIDOR EGRESS

CAPACITY. IN ALL CASES, THE ACTUAL CLEAR OPENING OF

THE DOOR AND ACTUAL CLEAR WIDTH OF CORRIDOR IS USED.

A VALUE OF 0.3 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE STAIRWAY EGRESS CAPACITY.

IN ALL CASES, THE ACTUAL CLEAR WIDTH BETWEEN HAND-

RAILS IS USED.

NOTES:

2.

1.

ROOM NUMBER

DIRECTION OF TRAVEL

OCCUPANCY LOAD FACTOR

AREA IN SQUARE FEET

EXIT CAPACITY

ROOM OCCUPANCY LOAD

MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF DOOR OR STAIR

ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR

EGRESS PLAN LEGEND

2 HOUR RATED WALL

(TIGHT TO DECK ABOVE)

(TIGHT TO DECK ABOVE)

1 HOUR RATED WALL

SMOKE PARTITION

(TIGHT TO DECK ABOVE)

BUILDING PROPERTY LINE

20 37

G-1.0-ACAD no.

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

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUE FOR BID

02.17.2026

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

FRIAR ARCHITECTURE INC.

FARMINGTON, CONNECTICUT 06032

21 TALCOTT NOTCH ROAD

BURN BUILDINGS A & B REPAIRS

MPM

AS NOTED

BASEMENT EGRESS FLOOR PLAN

CLASS A BURN BUILDING

SCALE:

BASEMENT FLOOR CODE AND EGRESS PLAN - CLASS A BURN BUILDING

1/4" =1'-0"

=570 50 12

=136 50 3

=120 50 3

=385

50 8

MAX TRAVEL

DISTANCE: 37'-5"

MAX TRAVEL

DISTANCE: 49'-10"

BASEMENT

GARAGE

OFFICE

T.M.S.

STAIR

STAIR WIDTH: 4'-0"

MAX. CAPACITY: 160

ACTUAL CAPACITY:0

15 OCCUPANTS

EXITING FROM FIRST

AND SECOND FLOOR

STAIR WIDTH: 4'-0"

MAX. CAPACITY: 160

ACTUAL CAPACITY: 0

DN

DN

UP

WITH ACCUMULATED OCCUPANCY LOAD15

MAXIMUM TRAVEL DISTANCE

FROM FURTHEST POINT

A VALUE OF 0.2 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE DOOR AND CORRIDOR EGRESS

CAPACITY. IN ALL CASES, THE ACTUAL CLEAR OPENING OF

THE DOOR AND ACTUAL CLEAR WIDTH OF CORRIDOR IS USED.

A VALUE OF 0.3 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE STAIRWAY EGRESS CAPACITY.

IN ALL CASES, THE ACTUAL CLEAR WIDTH BETWEEN HAND-

RAILS IS USED.

NOTES:

2.

1.

ROOM NUMBER

DIRECTION OF TRAVEL

OCCUPANCY LOAD FACTOR

AREA IN SQUARE FEET

EXIT CAPACITY

ROOM OCCUPANCY LOAD

MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF DOOR OR STAIR

ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR

EGRESS PLAN LEGEND

2 HOUR RATED WALL

(TIGHT TO DECK ABOVE)

(TIGHT TO DECK ABOVE)

1 HOUR RATED WALL

SMOKE PARTITION

(TIGHT TO DECK ABOVE)

BUILDING PROPERTY LINE

20 37

G-1.1-ACAD no.

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

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUE FOR BID

02.17.2026

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

FRIAR ARCHITECTURE INC.

FARMINGTON, CONNECTICUT 06032

21 TALCOTT NOTCH ROAD

BURN BUILDINGS A & B REPAIRS

MPM

AS NOTED

FIRST FLOOR EGRESS PLAN

CLASS A BURN BUILDINGSCALE:

FIRST FLOOR EGRESS PLAN - CLASS A BURN BUILDING

1/4" =1'-0"

ROOM #1

ROOM #2

ROOM #4

ROOM #3

STAIR

ROOM #5

ROOM #6

207=160

50 4

=208 50 5

=169 50 4

=125 50 3

=104 50 3

=56 50 2

MAX TRAVEL

DISTANCE: 48'-5"

16 OCCUPANTS

EXITING FROM

SECOND FLOOR

12 OCCUPANTS

EXITING FROM

SECOND FLOOR

STAIR WIDTH: 4'-8"

MAX. CAPACITY: 186

ACTUAL CAPACITY:18

0 OCCUPANTS

EXITING FROM

BASEMENT FLOOR

WITH ACCUMULATED OCCUPANCY LOAD15

MAXIMUM TRAVEL DISTANCE

FROM FURTHEST POINT

A VALUE OF 0.2 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE DOOR AND CORRIDOR EGRESS

CAPACITY. IN ALL CASES, THE ACTUAL CLEAR OPENING OF

THE DOOR AND ACTUAL CLEAR WIDTH OF CORRIDOR IS USED.

A VALUE OF 0.3 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE STAIRWAY EGRESS CAPACITY.

IN ALL CASES, THE ACTUAL CLEAR WIDTH BETWEEN HAND-

RAILS IS USED.

NOTES:

2.

1.

ROOM NUMBER

DIRECTION OF TRAVEL

OCCUPANCY LOAD FACTOR

AREA IN SQUARE FEET

EXIT CAPACITY

ROOM OCCUPANCY LOAD

MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF DOOR OR STAIR

ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR

EGRESS PLAN LEGEND

2 HOUR RATED WALL

(TIGHT TO DECK ABOVE)

(TIGHT TO DECK ABOVE)

1 HOUR RATED WALL

SMOKE PARTITION

(TIGHT TO DECK ABOVE)

BUILDING PROPERTY LINE

20 37

G-1.2-ACAD no.

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

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUE FOR BID

02.17.2026

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

FRIAR ARCHITECTURE INC.

FARMINGTON, CONNECTICUT 06032

21 TALCOTT NOTCH ROAD

BURN BUILDINGS A & B REPAIRS

MPM

AS NOTED

SECOND FLOOR EGRESS PLAN

CLASS A BURN BUILDINGSCALE:

SECOND FLOOR EGRESS PLAN - CLASS A BURN BUILDING

1/4" =1'-0"

ROOM #7

ROOM #8

ROOM #9

ROOM #12

ROOM #11

ROOM #10

STAIR

TERRACE

3 3 3

STAIR WIDTH: 4'-0"

MAX. CAPACITY: 160

ACTUAL CAPACITY:16

=112 50 3=112

50 3=136 50 3

=90 50 2

=228 50 5=142

50 3

6 11

STAIR WIDTH: 3'-8"

MAX. CAPACITY: 146

ACTUAL CAPACITY:12

=412 50 9

MAX TRAVEL

DISTANCE: 56'-0"

WITH ACCUMULATED OCCUPANCY LOAD15

MAXIMUM TRAVEL DISTANCE

FROM FURTHEST POINT

A VALUE OF 0.2 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE DOOR AND CORRIDOR EGRESS

CAPACITY. IN ALL CASES, THE ACTUAL CLEAR OPENING OF

THE DOOR AND ACTUAL CLEAR WIDTH OF CORRIDOR IS USED.

A VALUE OF 0.3 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE STAIRWAY EGRESS CAPACITY.

IN ALL CASES, THE ACTUAL CLEAR WIDTH BETWEEN HAND-

RAILS IS USED.

NOTES:

2.

1.

ROOM NUMBER

DIRECTION OF TRAVEL

OCCUPANCY LOAD FACTOR

AREA IN SQUARE FEET

EXIT CAPACITY

ROOM OCCUPANCY LOAD

MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF DOOR OR STAIR

ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR

EGRESS PLAN LEGEND

2 HOUR RATED WALL

(TIGHT TO DECK ABOVE)

(TIGHT TO DECK ABOVE)

1 HOUR RATED WALL

SMOKE PARTITION

(TIGHT TO DECK ABOVE)

BUILDING PROPERTY LINE

20 37

G-1.0-BCAD no.

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

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUE FOR BID

02.17.2026

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

FRIAR ARCHITECTURE INC.

FARMINGTON, CONNECTICUT 06032

21 TALCOTT NOTCH ROAD

BURN BUILDINGS A & B REPAIRS

MPM

AS NOTED

LOWER LEVEL EGRESS FLOOR

SCALE:

LOWER LEVEL EGRESS FLOOR PLAN - CLASS B BURN BUILDING

1/4" =1'-0"

BOILER

CELLAR/

1.5

STORAGE

1.4

GEN.

MOTOR/

1.3

1.2

PLAN CLASS B BURN BUILDING

UP

UP

UP

UP

UP

=307 50 6

=238 50 5

=792 50 16

=151 50 3

=125 50 3

=313 50 6

=121 50 2

STAIR WIDTH: 3'-6"

MAX. CAPACITY: 120

ACTUAL CAPACITY: 8

MAX TRAVEL

DISTANCE: 48'-5"

MAX TRAVEL

DISTANCE: 47'-1"

0 OCCUPANTS

EXITING FROM

UPPER LEVEL

6 OCCUPANTS

EXITING FROM

UPPER LEVEL

6 OCCUPANTS

EXITING FROM

UPPER LEVEL

6 OCCUPANTS

EXITING FROM

UPPER LEVEL

WITH ACCUMULATED OCCUPANCY LOAD15

MAXIMUM TRAVEL DISTANCE

FROM FURTHEST POINT

A VALUE OF 0.2 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE DOOR AND CORRIDOR EGRESS

CAPACITY. IN ALL CASES, THE ACTUAL CLEAR OPENING OF

THE DOOR AND ACTUAL CLEAR WIDTH OF CORRIDOR IS USED.

A VALUE OF 0.3 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE STAIRWAY EGRESS CAPACITY.

IN ALL CASES, THE ACTUAL CLEAR WIDTH BETWEEN HAND-

RAILS IS USED.

NOTES:

2.

1.

ROOM NUMBER

DIRECTION OF TRAVEL

OCCUPANCY LOAD FACTOR

AREA IN SQUARE FEET

EXIT CAPACITY

ROOM OCCUPANCY LOAD

MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF DOOR OR STAIR

ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR

EGRESS PLAN LEGEND

2 HOUR RATED WALL

(TIGHT TO DECK ABOVE)

(TIGHT TO DECK ABOVE)

1 HOUR RATED WALL

SMOKE PARTITION

(TIGHT TO DECK ABOVE)

BUILDING PROPERTY LINE

20 37

G-1.1-BCAD no.

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

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUE FOR BID

02.17.2026

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

FRIAR ARCHITECTURE INC.

FARMINGTON, CONNECTICUT 06032

21 TALCOTT NOTCH ROAD

BURN BUILDINGS A & B REPAIRS

MPM

AS NOTED

UPPER LEVEL EGRESS FLOOR

SCALE:

UPPER LEVEL EGRESS FLOOR PLAN - CLASS B BURN BUILDING

1/4" =1'-0"

AREA

STORAGE

2.6

BEDROOM

2.3

ROOM

LIVING

2.7

HALL

2.1

PLAN CLASS B BURN BUILDING

CONTROL

2.2 KITCHEN

2.4

STORAGE

2.5

UP

DN

DN

DN

=121 50 2=167

50 3

=70 50 1

=226 50 5

=276 50 6

=226 50 5

=507 50 10

STAIR WIDTH: 8'-0"

MAX. CAPACITY: 320

ACTUAL CAPACITY: 20

STAIR WIDTH: 3'-4"

MAX. CAPACITY: 133

ACTUAL CAPACITY: 6

STAIR WIDTH: 3'-2"

MAX. CAPACITY: 127

ACTUAL CAPACITY: 6

STAIR WIDTH: 3'-4"

MAX. CAPACITY: 133

ACTUAL CAPACITY: 20

MAX TRAVEL

DISTANCE: 61'-0"

15 OCCUPANTS

EXITING FROM

ATTIC LEVEL

DN

DN

STAIR WIDTH: 3'-2"

MAX. CAPACITY: 127

ACTUAL CAPACITY: 0

WITH ACCUMULATED OCCUPANCY LOAD15

MAXIMUM TRAVEL DISTANCE

FROM FURTHEST POINT

A VALUE OF 0.2 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE DOOR AND CORRIDOR EGRESS

CAPACITY. IN ALL CASES, THE ACTUAL CLEAR OPENING OF

THE DOOR AND ACTUAL CLEAR WIDTH OF CORRIDOR IS USED.

A VALUE OF 0.3 INCHES OF WIDTH PER OCCUPANT HAS

BEEN USED TO CALCULATE STAIRWAY EGRESS CAPACITY.

IN ALL CASES, THE ACTUAL CLEAR WIDTH BETWEEN HAND-

RAILS IS USED.

NOTES:

2.

1.

ROOM NUMBER

DIRECTION OF TRAVEL

OCCUPANCY LOAD FACTOR

AREA IN SQUARE FEET

EXIT CAPACITY

ROOM OCCUPANCY LOAD

MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF DOOR OR STAIR

ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR

EGRESS PLAN LEGEND

2 HOUR RATED WALL

(TIGHT TO DECK ABOVE)

(TIGHT TO DECK ABOVE)

1 HOUR RATED WALL

SMOKE PARTITION

(TIGHT TO DECK ABOVE)

BUILDING PROPERTY LINE

20 37

G-1.2-BCAD no.

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

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUE FOR BID

02.17.2026

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

FRIAR ARCHITECTURE INC.

FARMINGTON, CONNECTICUT 06032

21 TALCOTT NOTCH ROAD

BURN BUILDINGS A & B REPAIRS

MPM

AS NOTED

ATTIC LEVEL EGRESS FLOOR

SCALE:

ATTIC LEVEL EGRESS FLOOR PLAN - CLASS B BURN BUILDING

1/4" =1'-0"

ATTIC

3.1

ROOF

MECH.

PLAN CLASS B BURN BUILDING

MECH.

DN

VALLEY

VALLEY

MAX TRAVEL

DISTANCE: 37'-7"

=750 50 15

STAIR WIDTH: 3'-6"

MAX. CAPACITY: 140

ACTUAL CAPACITY: 20

TEMPORARY SHORING :

1. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A SHORING ENGINEER REGISTERED

IN THE STATE WHERE PROJECT IS CONSTRUCTED TO PREPARE ALL SUBMITTALS

REQUIRED AND TO BE FULLY RESPONSIBLE FOR DETAILED DESIGN AND CONSTRUCTION

SPECIFICATIONS AND PROVIDE SUPERVISION DURING CONSTRUCTION OF THE TEMPORARY

SHORING WORK REQUIRED.

2. THE CONTRACTOR AND CONTRACTOR'S SHORING ENGINEER SHALL DESIGN, FURNISH,

INSTALL AND PERFORM THE NECESSARY WORK REQUIRED TO SAFELY SUPPORT, PROTECT

AND MAINTAIN EXISTING STRUCTURE. ANY MOVEMENT OR DAMAGE OF EXISTING BUILDING

OR STRUCTURE SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER AND

ENGINEER AT THE SOLE EXPENSE OF THE CONTRACTOR.

3. THE CONTRACTOR'S SHORING ENGINEER SHALL PREPARE A REPORT OF THE STRUCTURAL

PRECONDITION SURVEY OF THE EXISTING BUILDING. THIS ON-SITE SURVEY SHALL BE

DONE IN THE PRESENCE OF A REPRESENTATIVE FOR THE OWNER OF THE EXISTING

BUILDING. THIS PRECONDITION SURVEY REPORT SHALL INCLUDE A DETAILED ON-SITE

INSPECTION OF THE INTERIOR AND THE EXTERIOR OF THE BUILDING WITH PHOTOGRAPHS

DOCUMENTING THE EXISTING CONDITIONS OF THE BUILDING.

4. THE CONTRACTOR'S ENGINEER SHALL SUBMIT A COMPLETE SEALED, DETAILED DESIGN

SHOP DRAWINGS FOR REVIEW AND COMMENTS BY STRUCTURAL ENGINEER. THE

SUBMITTAL SHALL INCLUDE ALL CONSTRUCTION SEQUENCES, METHODS, DETAILS,

SPECIFICATIONS, DESIGN LOADS AND OPERATIONS NECESSARY FOR PROPER EXECUTION

OF THE TEMPORARY SHORING WORK

TESTING AND SPECIAL INSPECTION NOTES:

1. A SPECIAL INSPECTIONS PROGRAM SHALL BE ESTABLISHED BY THE OWNER AS REQUIRED

BY CHAPTER 17 OF THE STATE BUILDING CODE. THE PROGRAM SHALL BE MANAGED BY A

SPECIAL INSPECTIONS COORDINATOR TO BE HIRED BY THE OWNER OR AUTHORIZED

AGENT.

2. TESTING AND INSPECTIONS SHALL BE PERFORMED FOR ALL STRUCTURAL SYSTEMS

INDICATED IN THE "STATEMENT OF SPECIAL INSPECTIONS" FORM ISSUED BY STRUCTURAL

ENGINEER OF RECORD. TESTING AGENCIES AND SPECIAL INSPECTOR SHALL BE APPROVED

BY THE BUILDING OFFICIAL.

3. THE INSPECTIONS AND TESTING PROGRAM SHALL NOT RELIEVE THE CONTRACTOR OF THE

QUALITY ASSURANCE PROVISIONS OF THE BUILDING CODE AND CONTRACT DOCUMENTS.

4. THE CONTRACTOR SHALL ARRANGE FOR THE REQUIRED INSPECTIONS WHEN WORK IS

COMPLETE AND READY FOR REVIEW. WORK SHALL REMAIN ACCESSIBLE AND EXPOSED.

ALLOW FOR SUFFICIENT TIME FOR THE INSPECTION AGENCY TO SCHEDULE A VISIT PRIOR

TO CONCEALMENT.

5. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL

INSPECTOR SHALL FURNISH INSPECTIONS REPORTS TO THE BUILDING OFFICIAL AND TO

THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL

INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO

APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT

CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT OF

INSPECTIONS DOCUMENTING COMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS AND

CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED

PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.

6. PRIOR TO COMMENCEMENT WORK, A PRE-CONSTRUCTION MEETING WITH THE SPECIAL

INSPECTIONS COORDINATOR, TESTING AGENCIES, DESIGN TEAM, AND SUBCONTRACTORS

TO REVIEW THE SPECIAL INSPECTIONS PROGRAM AND IDENTIFY ALL PARTICIPANTS' ROLES

AND RESPONSIBILITIES.

CODES AND STANDARDS:

THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS WITHIN, SHALL APPLY TO THE DESIGN, CONSTRUCTION, QUALITY CONTROL AND SAFETY OF ALL WORK PERFORMED ON THE PROJECT.

USE THE LATEST EDITIONS UNLESS NOTED OTHERWISE.

1. ALL WORK SHALL COMPLY WITH THE 2022 CONNECTICUT STATE BUILDING CODE WHICH ADOPTS

THE 2021 INTERNATIONAL BUILDING CODE (IBC) WITH AMENDMENTS

2. "AISC "SPECIFICATION FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND "STEEL CONSTRUCTION MANUAL" LATEST EDITION, AMERICAN INSTITUTE OF

STEEL CONSTRUCTION.

3. BUILDING CODE REQUIREMENTS FOR COLD-FORMED STEEL FRAMING, AISI S100/S200/S211/S214

(LATEST EDITION).

4. BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402/602-16)

CONSTRUCTION:

1. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR

RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER

WILL BE REJECTED AND RETURNED.

2. SUBMIT SHOP DRAWINGS AT LEAST 15 DAYS BEFORE DATE REVIEWED SUBMITTALS WILL BE

NEEDED. SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S STAMP OF APPROVAL WHICH SHALL

CONSTITUTE CERTIFICATION THAT THE CONTRACTOR HAS VERIFIED ALL FIELD MEASUREMENTS, CONSTRUCTION CRITERIA, MATERIALS AND SIMILAR DATA AND HAS CHECKED EACH DRAWING

FOR COMPLETENESS, COORDINATION AND COMPLIANCE WITH THE CONTRACT.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTION LOADS

AND TO PROVIDE PROPERLY DESIGNED FORMWORK, STAGINGS, BRACING, SHEETING,

SHORING, ETC.

4. IMPLEMENTING JOB SAFETY, CONSTRUCTION PROCEDURES AND TEMPORARY SHORING ARE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

5. CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR SIZE AND LOCATIONS OF OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS, INSERTS, AND DEPRESSIONS.

6. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILED INFORMATION

REGARDING FINISHES, FIREPROOFING, ETC.

7. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DETAILS AND SPECIFICATIONS, THE MOST

RIGID REQUIREMENTS SHALL GOVERN.

8. CONTRACTOR SHALL FURNISH DIMENSIONED SHOP DRAWINGS AT ALL LEVELS LOCATING

FLOOR AND ROOF EDGES FOR REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER.

9. CONTRACTOR SHALL FURNISH DIMENSIONED COORDINATED SHOP DRAWINGS AT ALL

LEVELS SHOWING THE LOCATIONS OF ALL SLEEVES AND OPENINGS REQUIRED BY ALL

TRADES.

10. THE OWNER WILL ENGAGE A TESTING AGENCY AND A SPECIAL INSPECTOR TO PROVIDE

SERVICES AS INDICATED ON STATEMENT OF SPECIAL INSPECTIONS.

DIMENSIONS:

1. THE CONTRACTOR SHALL COORDINATE THE DIMENSIONS AND LOCATIONS OF THE ROOF,

FLOOR & WALL OPENINGS SO THE FRAMING PROPERLY FITS THE REQUIREMENTS OF ALL

TRADES.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND

CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO ANY FABRICATION AND INSTALLATION

OF ANY NEW MATERIALS. IF ANY DISCREPANCIES ARE FOUND BETWEEN ACTUAL

CONDITIONS AND THESE DRAWINGS NOTIFY ARCHITECT AND/OR ENGINEER FOR FURTHER

INSTRUCTIONS.

DESIGN DATA:

1. SNOW LOADS

GROUND SNOW LOAD (Pg) 35 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.0

SNOW LOAD IMPORTANCE FACTOR (I) 1.0

FLAT-ROOF SNOW LOAD (Pf) 30 PSF

2. LATERAL LOADS - WIND

MAIN WIND-FORCE RESISTING SYSTEM:

(1) NOMINAL DESIGN WIND SPEEDS (Vasd) = 93 MPH

(2) ULTIMATE DESIGN WIND SPEEDS (Vult.) = 120 MPH

(3) HURRICANE-PRONE REGIONS: YES

(4) RISK CATEGORY OF BUILDING: II

(5) WIND EXPOSURE: B

(6) INTERNAL PRESSURE COEFFICIENT (GC pi)= ±0.18

(7) WIND IMPORTANCE FACTOR (Iw): 1.0

HEIGHT (FT) kz & kh kd 0-15 0.7 0.85 20 0.7 0.85 25 0.7 0.85

3. LATERAL LOADS - SEISMIC

a. SITE CLASSIFICATION: D (ASSUMED)

b. RISK CATEGORY OF BUILDING: II

c. SEISMIC IMPORTANCE FACTOR (Ie): 1.0

d. SEISMIC DESIGN CATEGORY: B

e. MAPPED ACCELARATION FOR SHORT PERIODS (Ss): 0.175

f. MAPPED ACCELARATION AT 1 SECOND PERIOD (S1): 0.055

g. 5% DAMPED, RESPONSE ACCELERATION PARAMETER (SDS ): 0.187

h. 5% DAMPED, RESPONSE ACCELERATION PARAMETER (SD1 ): 0.088

i. BASIC SEISMIC-RESISTING SYSTEM:

STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR SEISMIC

RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS:

(1) RESPONSE MODIFICATION FACTOR (R): 3.0

(2) SYSTEM OVERSTRENGTH FACTOR: 3.0

(3) DEFLECTION AMPLIFICATION FACTOR (Cd): 3.0

k. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

4. GRAVITY LOADS

ORIGINAL DESIGN LOADS FROM RECORD DRAWINGS

DATED JULY 15, 2010.

DEAD LOADS (FLOOR)

4" CONCRETE TOPPING 50 PSF

FIRE BRICK 30 PSF

PRECAST FLOOR SLAB (12" ) 150 PSF

FIRE RESISTANCE LINING 25 PSF

MASONRY PARTITION WALLS 77 PSF

DEAD LOADS (ROOF)

PRECAST FLOOR SLAB (8" ) 100 PSF

FIRE RESISTANCE LINING 25 PSF

LIVE LOADS

FLOOR 75 PSF

ROOF (SNOW) 40 PSF

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES, AND

LOCATE SLOTS, SLEEVES AND TRENCHES AS REQUIRED FOR MECHANICAL TRADES. PROVIDE AND

OR INSTALL ANCHORS, INSERTS, HANGERS, ETC. AS REQUIRED FOR VARIOUS TRADES.

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CONCRETE REINFORCING STEEL,

STRUCTURAL STEEL, AND COLD FORMED METAL FRAMING FOR REVIEW, BEFORE PROCEEDING

WITH THE WORK. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND ACCEPT FULL

RESPONSIBILITY FOR DIMENSIONAL CORRECTNESS. SHOP DRAWINGS SHALL BEAR THE REVIEW

AND APPROVAL STAMP OF THE CONTRACTOR, IN ACCORDANCE WITH THE GENERAL CONDITIONS.

3. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY

DISCREPANCIES BETWEEN ASSUMED CONDITIONS, ELEVATIONS, ETC. AND THOSE ACTUALLY

ENCOUNTERED IN THE FIELD, OR OTHER REASONS THAT MIGHT ADVERSELY AFFECT THE INTENDED FUNCTION OF THE DESIGN, AND SHALL WAIT FOR INSTRUCTIONS BEFORE PROCEEDING WITH THE

WORK.

4. STRUCTURAL PLANS SHALL NOT BE REPRODUCED IN WHOLE OR IN PART FOR USE AS SHOP

DRAWINGS OR ERECTION PLANS. (THERE WILL BE NO RELAXATION OF THIS RESTRICTION FOR ANY

TRADE.).

5. FOR TYPES OF FINISHES ON FLOORS, WALLS, AND ROOFS, SEE ARCHITECTURAL DRAWINGS.

DEPRESS OR SLOPE SLABS ON GRADE AS REQUIRED BY ARCHITECTURAL DRAWINGS.

6. REFERENCES MADE ON THESE DRAWINGS TO EXISTING CONDITIONS AND DEMOLITION MUST BE COORDINATED WITH ACTUAL CONDITIONS IN THE FIELD. SUCH REFERENCES ARE NOT INTENDED TO

BE ALL INCLUSIVE OF THE WORK REQUIRED TO CONSTRUCT THE PROJECT.

7. THE TEMPORARY SUPPORT OF CONSTRUCTION MATERIALS IS RESTRICTED TO THE DESIGN

CAPACITY OF THE NEW OR EXISTING CONSTRUCTION, AND SHALL BE PLACED SO AS NOT TO EXCEED THE CAPACITY OF INDIVIDUAL ELEMENTS. PROVIDE ADEQUATE, ENGINEERED SHORING/BRACING

WHERE DESIGN CAPACITY IS NOT SUFFICIENT.

8. PROVIDE AND MAINTAIN TEMPORARY SHORING, BRACING, AND OTHER STRUCTURAL SUPPORTS

AS NECESSARY TO PROTECT THE STRUCTURE FROM MOVEMENT, SETTLEMENT, OR COLLAPSE.

9. MEANS, METHODS, TECHNIQUES AND SEQUENCES OF CONSTRUCTION, INCLUDING JOBSITE

SAFETY, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

10. WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION UNTIL WALL DESIGN

STRENGTH HAS BEEN ATTAINED AND ALL PERMANENT SUPPORTS ARE IN PLACE.

11. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. WHERE A DISCREPANCY

OCCURS BETWEEN THESE DRAWINGS AND THE SPECIFICATIONS, THE MORE RESTRICTIVE SHALL

APPLY.

STRUCTURAL STEEL:

1. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR

WELDS. ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED

BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL

BE REJECTED.

2. PROVIDE ACCESS FOR INSPECTIONS OF ALL SHOP AND FIELD CONNECTIONS FOR PROPER

MATERIALS AND WORKMANSHIP.

3. ALL STRUCTURAL STEEL THAT IS LOCATED IN EXTERIOR UNHEATED SPACES, INCLUDING STEEL

DIRECTLY EXPOSED TO WEATHER, SHALL BE HOT DIPPED GALVANIZED. ALL OTHER STEEL TO

HAVE ONE COAT OF SHOP PRIMER (2 COATS FOR STEEL SUPPORTING GLASS FLOORS). FOR

EXPOSED STRUCTURAL STEEL, COLOR TO BE APPROVED BY ARCHITECT (COORDINATE WITH

SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND COLOR).

4. CERTIFIED COPIES OF MILL TEST REPORTS SHALL BE SUBMITTTED TO THE STRUCTURAL

ENGINEER.

5. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY FABRICATION OR

ERECTION ERRORS OR DEVIATIONS AND RECEIVE WRITTEN APPROVAL BEFORE ANY FIELD

CORRECTIONS ARE MADE.

6. SIMPLE SHEAR CONNECTIONS SHALL BE SELECTED AND DETAILED BY THE FABRICATOR IN

ACCORDANCE WITH AISC. IF NO REACTION IS INDICATED, THEN CONNECTION IS TO BE

DESIGNED USING A REACTION OF 10 KIPS. MINIMUM WELD 3/16" FILLET. MINIMUM NUMBER OF

BOLTS PER CLIP ANGLE OR SINGLE PLATE CONNECTION:

BEAM SIZE MIN. NO. OF BOLTS

W 8, W10 2 W12, W14 3 W16, W18 4 W21, W24 5

7. UNLESS OTHERWISE NOTED, ALL A325 BOLTS SHALL BE TIGHTENED TO THE "SNUG TIGHT"

CONDITION DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH

OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH. THE SNUG TIGHT

CONDITION MUST ENSURE THAT THE PLIES OF THE CONNECTED MATERIAL HAVE BEEN

BROUGHT INTO SNUG CONTACT.

8. THE FABRICATOR AND ERECTOR ARE RESPONSIBLE FOR THE DESIGN OF TEMPORARY

BRACING AND RECOMMENDED ERECTION PROCEDURES.

9. WHEN INSTALLING EXPANSION BOLTS OR ADHESIVE ANCHORS, THE CONTRACTOR SHALL TAKE

MEASURES TO AVOID DRILLING OR CUTTING OF ANY EXISTING REINFORCING AND

DESTRUCTION OF CONCRETE. HOLES SHALL BE BLOWN CLEAN PRIOR TO PLACING BOLTS OR

ADHESIVE ANCHORS.

10. WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS

TEMPERATURES SHALL BE IN ACCORDANCE WITH THE AISC AND AWS SPECIFICATIONS. ANY

STRUCTURAL STEEL DAMAGED IN WELDING IS TO BE REPLACED OR REINFORCED AS

ACCEPTABLE TO THE STRUCTURAL ENGINEER.

11. WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS

QUALIFICATION TESTS.

12. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS WITHOUT

THE APPROVAL OF THE STRUCTURAL ENGINEER.

13. STEEL FABRICATOR SHALL BE QUALIFIED FABRICATOR CERTIFIED IN THE AISC QUALITY

CERTIFICATION PROGRAM AND IS A DESIGNATED AISC-CERTIFIED PLANT.

STRUCTURAL STEEL:

MATERIAL SPECIFICATIONS AS FOLLOWS:

WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 ksi.

ANGLES, CHANNELS, AND PLATES: ASTM A36, Fy = 36 ksi, UNLESS NOTED OTHERWISE.

SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A1085 OR GRADE C, 50 ksi.

BOLTS: MIN. 3/4" DIAMETER ASTM A325 WITH BUILT-IN TENSION CONTROLLED SPLINE.

WELDING: E-70XX ELECTRODES PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1

ANCHOR BOLTS: ASTM F1554, GRADE 36, WITH HEAVY PLATE WASHERS.

CONCRETE MASONRY:

1. ALL MASONRY SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH THE AMERICAN

STANDARD BUILDING CODE REQUIREMENTS FOR MASONRY AND THE NATIONAL CONCRETE

MASONRY ASSOCIATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING MASONRY.

2. ALL MASONRY WALLS ARE TO BE CONSTRUCTED OF CONCRETE MASONRY WITH COMPRESSIVE

STRENGTH f'm = 2000 PSI. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ASSURE MASONRY

STRENGTH AS SPECIFIED.

3. TYPE "S" MORTAR SHALL BE USED IN ALL CMU MASONRY.

4. DUR-O-WALL TYPE JOINT REINFORCING SHALL BE INSTALLED IN ALTERNATE COURSES OF

MASONRY.

5. PROVIDE REINFORCED BOND BEAMS AND VERTICAL REINFORCING AS CALLED FOR ON THE

DRAWINGS.

6. GROUT FOR BOND BEAMS AND CORE FILL AT VERTICAL REINFORCING BARS SHALL DEVELOP A MIN.

COMPRESSIVE STRENGTH OF 3000 psi AT 28 DAYS. CONDUCT FIELD TESTS IN ACCORDANCE WITH

THE SCHEDULE OF INSPECTION.

7. ALL REINFORCING BARS USED IN MASONRY SHALL BE GRADE 60 CONFORMING TO ASTM A-615. ALL LAP SPLICES SHALL BE A MIN. 48 BAR DIAMETERS. LOW LIFT GROUT CONSTRUCTION (5'-0" MAX.

HEIGHT PER LIFT).

8. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF

"SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6-95)" PUBLISHED BY THE AMERICAN

CONCRETE INSTITUTE, EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT

DRAWINGS.

9. ALL REINFORCEMENT SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. PROVIDE LONGEST

PRACTICAL LENGTHS TO MINIMIZE SPLICES.

10. ALL BLOCK CORES CONTAINING REINFORCEMENT SHALL BE GROUTED SOLID. ALL REINFORCEMENT, INCLUDING DOWELS SHALL BE ACCURATELY PLACED, SUPPORTED AND TIED. PLACE VERTICAL

REINFORCEMENT IN MIDDLE OF CORES AND OFFSET TO CLEAR OBSTRUCTIONS WHERE

REQUIRED. MASONRY INSERTS, INSULATION INSERTS, IF USED, SHALL BE REMOVED FROM

MASONRY CORES WHERE VERTICAL REINFORCING OCCURS.

11. AT CONTROL JOINTS, HORIZONTAL REINFORCING SHALL BE DISCONTINUOUS ACROSS JOINTS AT ALTERNATE REINFORCING COURSES. (HORIZONTAL REINFORCING SHALL BE CONTINUOUS ACROSS JOINTS AT 32" o/c VERTICAL).

12. WHERE VERTICAL REINFORCING IS TO PASS THROUGH MASONRY BOND BEAMS, PROVIDE MASONRY

UNITS PREFABRICATED WITH SLOTTED BOTTOM SHELLS OR PRE-DRILL BOTTOM SHELL AS

REQUIRED.

13. STEEL LADDER-TYPE REINFORCEMENT FOR USE IN HORIZONTAL BED JOINTS OF ALL WALL UNITS SHALL BE PREFABRICATED FROM COLD DRAWN STEEL WIRE CONFORMING TO ASTM SPECIFICATION A-82 AND SHALL CONSIST OF TWO 3/16" DIAMETER DEFORMED LONGITUDINAL SIDE RODS WELDED

AT 16" INTERVALS TO A CONTINUOUS DIAGONAL CROSS ROD FORMING A TRUSS DESIGN.

14. OUT TO OUT SPACING OF SIDE RODS SHALL BE APPROXIMATELY 2" LESS THAN THE NOMINAL

THICKNESS OF THE WALL OR WYTHE.

15. CROSS RODS SHALL NOT BE LESS THAN No. 9 GAUGE.

16. PREFABRICATED OR JOB FABRICATED CORNER AND TEE SECTIONS SHALL BE USED TO FORM

CONTINUOUS REINFORCEMENT AROUND CORNERS.

17. HORIZONTAL LADDER-TYPE WALL REINFORCEMENT SHALL BE USED IN BED JOINTS 16" o/c VERT. IN ALL MASONRY WALLS STARTING ATOP FIRST BASE COURSE AND IN THE FIRST AND SECOND BED JOINTS ABOVE LINTELS AND BELOW SILLS IN WALL OPENINGS EXTENDING 2 FEET BEYOND JAMBS.

18. AT EXPANSION JOINTS, HORIZONTAL REINFORCING SHALL BE DISCONTINUOUS ACROSS JOINTS AT

EVERY REINFORCING COURSE.

STEEL DECK:

1. DECK PROPERTIES ARE BASED ON PRODUCTS MANUFACTURED BY VULCRAFT. DECKS BY OTHER

MANUFACTURERS MAY BE SUPPLIED PROVIDED SECTION PROPERTIES ARE WITHIN 5% OF THOSE

SPECIFIED AND IF APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER.

2. PROVIDE STEEL DECK WITH THE FOLLOWING MINIMUM SECTION PROPERTIES:

a. 1-1/2" DEEP 20 GAGE TYPE B ROOF DECK IP = 0.201 in 4 Sp = 0.234 in 3 Sn = 0.222 in 3

4. INSTALL IN ACCORDANCE WITH SDI SUGGESTED SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE DRAWINGS. INDIVIDUAL SHEETS SHALL EXTEND OVER AT LEAST THREE SPANS, WITH LAPS TO BE

PLACED OVER SUPPORTS.

5. DECK SUPPLIER SHALL PROVIDE ALL ADDITIONAL FRAMING TO SUPPORT DECK AT OPENINGS THRU

DECK AND ALL CLOSURE ANGLES AND PLATES WHERE REQUIRED TO RESULT IN A COMPLETE

INSTALLATION.

6. ROOF AND NON-COMPOSITE DECKS TO BE ATTACHED TO STEEL SUPPORTS WITH LOW VELOCITY

POWDER ACTUATED FASTENER TOOLS SUCH AS THE HILTI DX460, DX760, AND DXA70R AT EVERY FLUTE (FOR 36" WIDE PANEL, 7 FASTENERS AT A 36/7 PATTERN) AND A MINIMUM OF (5) - #10 SCREWS AT ALL SIDE LAPS. THE FASTENERS SHALL BE EITHER OR BOTH THE HILTI X-EDN19/

X-EDNK22 FOR BAR JOISTS AND THE ENPH2 FOR STRUCTURAL STEEL BEAMS.

3. NEW DECK IS TO BE GALVANIZED. GALVANIZED FINISH IS REQUIRED TO BE COMPATIBLE WITH

BASE PRIMERS FOR INTUMESCENT PAINT FIRE PROTECTION SYSTEM.

DELEGATED /DEFERRED SUBMITTAL NOTES:

1. DEFERRED OR DELEGATED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE PROJECT

DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE BUILDING PERMIT AND SHALL BE

SUBMITTED TO THE ARCHITECT DURING THE SHOP DRAWING APPROVAL PROCESS.

2. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED BY THE CONTRACTOR

TO THE ARCHITECT WHO SHALL REVIEW THEM WITH A NOTATION INDICATING THAT THE

SUBMITTAL HAS BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE

CONTRACT DOCUMENTS. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL

THE DOCUMENTS HAVE BEEN APPROVED.

3. ALL DELEGATED DESIGN SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL

CONFORM TO THE BUILDING CODE. CALCULATIONS INDICATING THE MAGNITUDE, DIRECTION,

AND LOCATION OF LOADS IMPOSED ON THE STRUCTURE FROM CONNECTIONS SHALL BE

SIGNED AND SEASLED BY AN INDEPENDENT STRUCTURAL ENGINEERING HIRED BY THE

CONTRACTOR AND LICENSED IN THE STATE OF CONNECTICUT.

4. THE FOLLOWING STRUCTURAL DESIGN ITEMS FOR THIS PROJECT REQUIRE DELEGATED

SUBMITTALS:

00 00 00: PADGENITE INTERLOCK THERMAL LINING SYSTEM

00 00 00: TEMPERATURE MONITORING SYSTEM

STRUCTURAL GENERAL NOTES

S-0.1CAD no.

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

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUED FOR BID

02.17.2026

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

GM2 Associates, Inc.

ROCKY HILL, CONNECTICUT 06067

750 OLD MAIN STREET #202

BURN BUILDINGS A & B REPAIRS

WMK

CHZ

CLASS A BURN BUILDING - BASEMENT LEVEL

1/4" = 1'-0"

4'-0"

5'-4"

'-2

EXISTING

STANDPIPE

LOCATION

A01 A02

A03

A04

A04

A05

A05

A07

A06

A08

A09

A11

A10

A12

S4.0

S-4.0-A

A28

S-4.1-A

A01. REFER TO ARCHITECTURAL DOCUMENTS.

A02. REFER TO ARCHITECTURAL DOCUMENTS.

FOR TOP OF WALL RESTRAINT REFER TO DETAIL 3/S-4.1-A.

A03. REFER TO ARCHITECTURAL DOCUMENTS.

A04. REFER TO ARCHITECTURAL DOCUMENTS.

A05. REBUILD CHIMNEY USING 8" CMU BLOCK REINFORCED WITH #5

VERTICAL BARS @ 1'-4" o/c MAX. FROM TOP OF FOUNDATION UP

THROUGH BUILDING ROOF. PROVIDE REFRACTORY PRECAST

CONCRETE LINTELS FOR OPENINGS AT EACH FLOOR. LINTELS ARE

REQUIRED TO BE ANCHORED TO GROUTED MASONRY CELLS AT

BEARING LOCATIONS.

LINE INTERIOR OF CHIMNEY WITH FIRE BRICK OVER ENTIRE HEIGHT

OF CHIMNEY.

REINSTALL OR REPLACE CHIMNEY CAP AT TOP OF CHIMNEY.

A06. CLEAN UNDERSIDE OF PRECAST CONCRETE PLANK. REMOVE SOOT,

DUST AND ANY DELETERIOUS MATERIAL FROM SPALLED SURFACE.

APPLY SIKATOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

AREA TO BE REPAIRED IS +/-2'-0" WIDE X 4'-9" LONG (AREA = +/-9.5 SF.)

A07. DAMAGE IS LOCATED AT EDGE OF TWO DIFFERENT FLOOR

PLANKS. CLEAN UNDERSIDE OF PRECAST CONCRETE PLANKS.

REMOVE SOOT, DUST AND ANY DELETERIOUS MATERIAL FROM

SPALLED SURFACE. CLEAN ANY EXPOSED REINFORCING BARS OF

RUST AND SOOT. COAT REBAR WITH SIKA ARMATEC-110 EPOCEM

BONDING PRIMER AND RUST INHIBITOR. APPLY SIKATOP-123 PLUS

REPAIR MORTAR ACCORDING TO MANUFACTURER

RECOMMENDATIONS AND PROCEDURES.

AREA TO BE REPAIRED IS +/-1'-0" WIDE X 4'-9" LONG (AREA = +/-4.75 SF.)

A08. REFER TO ARCHITECTURAL DOCUMENTS.

A09. REFER TO ARCHITECTURAL DOCUMENTS.

A10. CLEAN UNDERSIDE OF PRECAST CONCRETE PLANK. REMOVE SOOT,

DUST AND ANY DELETERIOUS MATERIAL FROM SPALLED SURFACE.

APPLY SIKATOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

AREA TO BE REPAIRED IS +/-1'-0" WIDE X 4'-0" LONG (AREA = +/-4.0 SF.)

A11. EXISTING CORE HOLES FROM CONCRETE TEST SAMPLES ARE TO BE

FILLED WITH SIKTOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

A12. REFER TO ARCHITECTURAL DOCUMENTS.

A13. CHIPPED VOID IN UNDERSIDE OF PLANK FLOOR. CLEAN UNDERSIDE

OF PRECAST CONCRETE PLANK. REMOVE SOOT, DUST AND ANY

DELETERIOUS MATERIAL FROM SPALLED SURFACE. APPLY

SIKATOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

A14. UNDERSIDE OF SECOND FLOOR PRECAST PLANK IS DAMAGED.

THE PLANK HAS A LARGE CONCRETE SPALL WITH EXPOSED INTERNAL

REINFORCING BARS.

FOLLOW REPAIR PROCEDURE FOR DAMAGED CONCRETE PLANK

FOR REQUIRED STEPS, PRODUCTS AND MATERIALS REQUIRED

FOR COMPLETE REPAIR REFER TO DETAIL VIEW 9/S4.0-A.

AREA AFFECTED IS 2'-6" WIDE X 5'-0" LONG (AREA = +/- 12.5 SF.)

A15. CONCRETE SPALL IN UNDERSIDE OF SECOND FLOOR PLANK.

CLEAN UNDERSIDE OF PRECAST CONCRETE PLANK. REMOVE SOOT,

DUST AND ANY DELETERIOUS MATERIAL FROM SPALLED SURFACE.

APPLY SIKATOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

A16. REFER TO ARCHITECTURAL DOCUMENTS.

A17. REPAIR EXISTING RAILING SLEEVES IN CONCRETE FOUNDATION

FOR REMOVABLE SECTION OF PORCH RAILING. CURRENT SLEEVED

OPENING ARE OVERSIZED FOR RAILING VERTICAL SUPPORTS. FIELD

MEASURE EXISTING RAILING POST OUTSIDE DIAMETER AND SELECT

A GALVANIZED SLEEVE THAT ALLOWS THE SECTION OF RAILING TO

REMAIN REMOVABLE. PLACE SLEEVE INTO EXISTING OPENING AND

PACK TIGHT WITH NON-SHRINK GROUT TO SECURE SLEEVE IN

PLACE.

RAILING IS REQUIRED TO REMAIN OPERATIONAL FOR REMOVAL OF

RAILING DURING FIRE TRAINING OPERATIONS.

A18. REPAIR CONCRETE STAIRS AND RAILING ANCHORING POINTS.

USING A SOUNDING HAMMER, REMOVE ALL LOOSE AND

DETERIORATED CONCRETE AT STAIRS AND RAILING SUPPORTS.

PATCH WITH CONCRETE TO REFORM STAIR (SIKA TOP 123+ OR

SIMILAR). PROVIDE A CONCRETE BONDING AGENT ON EXISTING

CONCRETE TO REMAIN. PIN LARGER PATCHED SECTIONS TO EXISTING

CONCRETE WITH DRILLED #3 REBAR. SECURE BAR IN PLACE WITH

CONCRETE EPOXY ADHESIVE.

A19. REFER TO ARCHITECTURAL DOCUMENTS.

A20. REFER TO ARCHITECTURAL DOCUMENTS.

A21. PRECAST PLANK OVERHANG AT THE EXTERIOR STAIR HAS

LOCATIONS WHERE THE GROUT BETWEEN PLANKS HAS

DETERIORATED. SCRAPE JOINTS TO REMOVE LOOSE AND DAMAGED

GROUT. REAPPLY NON-SHRINK GROUT TO JOINTS BETWEEN PLANKS.

A22. PRECAST PLANK OVERHANG AT THE EXTERIOR STAIR HAS

LOCATIONS WHERE RAILINGS WERE PREVIOUSLY INSTALLED

THAT HAVE FILLED IN WITH DIRT AND DEBRIS.

REMOVE ALL FOREIGN MATERIAL FROM VOIDS AND CLEAN

CONCRETE SURFACE. APPLY CONCRETE ADHESION PROMOTER

AND FILL VOIDS WITH CONCRETE PATCH MATERIAL. CONCRETE

REPAIR REQUIRED TO BE FLUSH WITH WALKING SURFACE.

A23. UNDERSIDE OF SLOPED ROOF PLANK HAS LOCALIZED PATCH OF

SPALLED CONCRETE. CLEAN UNDERSIDE OF PRECAST CONCRETE

PLANK. REMOVE SOOT, DUST AND ANY DELETERIOUS MATERIAL

FROM SPALLED SURFACE. APPLY SIKATOP-123 PLUS REPAIR MORTAR

ACCORDING TO MANUFACTURER RECOMMENDATIONS AND

PROCEDURES.

A24. EXISTING GATE REMOVED AS PART OF DEMOLITION OPERATIONS.

CONTRACTOR IS TO ALTER SAFETY RAIL AND CREATE A LARGER

GATE OPENING AS DETAILED IN THE ARCHITECTURAL DOCUMENTS.

A25. REFER TO ARCHITECTURAL DOCUMENTS.

A26. EXISTING FIRE TRAINING WINDOW APPARATUS TO BE REINSTALLED

IN 8" CMU REINFORCED PARTITIONS. REHABILITATION OF THE

WINDOW OPERATION IS OUTSIDE OF THE SCOPE OF THE PROJECT

AND WILL BE COMPLETED BY THE CTFA FACILITY.

A27. REFER TO ARCHITECTURAL DOCUMENTS.

A28. AT EACH REBUILT OR EXISTING DOOR OR WINDOW LOCATION IN

RECONSTRUCTED MASONRY WALLS, THE OPENINGS REQUIRE

REFRACTORY LINTELS AT THE HEAD CONDITION. FOR THE WALLS

ON THE FIRST FLOOR LEVEL, EACH RECONSTRUCTED OPENING WILL

REQUIRE A REFRACTORY LINTEL. REFER TO DETAIL 10/S-4.0-A

FOR INFORMATION,

FOR EXISTING WALLS IDENTIFIED TO BE REPAIRED OR

RECONSTRUCTED, THE EXISTING REFRACTORY PRECAST LINTEL

IS TO BE INSPECTED FOR DAMAGE BY THE MASONRY CONTRACTOR.

IF THE LINTEL IS DAMAGED, IT IS REQUIRED TO BE REPLACED AS

PART OF THE WALL RECONSTRUCTION. REFER TO DETAIL 10/S-4.0-A

FOR INFORMATION..

LENGTH OF LINTEL IS TO MATCH EXISTING (WHERE APPLICABLE).

ALL LINTELS ARE REQUIRED TO HAVE A MINIMUM OF

8" OF BEARING AT EACH END.

RENOVATION NOTES AND INSTRUCTIONS:

BASEMENT FLOOR PLAN

S-1.0-A

1/4" = 1'-0"

CLASS A BURN BUILDING

CAD no.

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

BI-N-351

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

professional seal

ISSUED FOR BID

02.17.2026

34 Perimeter Road

CONNECTICUT FIRE ACADEMY

WINDSOR LOCKS, CT 06096

GM2 Associates, Inc.

ROCKY HILL, CONNECTICUT 06067

750 OLD MAIN STREET #202

BURN BUILDINGS A & B REPAIRS

WMK

CHZ

CLASS A BURN BUILDING - FIRST FLOOR LEVEL

1/4" = 1'-0"

EXISTING

STANDPIPE

LOCATION

A11

A14

A13

A15

A05

A05

A19

A19

A19

A19A19

A19

A20

A11

A25

A25

A25

A25

A25 A25

A16

A17

A17

S-4.0-A

S-4.1-A

S-4.0-A

A18

A18

A18

A28

A28

A28

A28

A28

A28

A01. REFER TO ARCHITECTURAL DOCUMENTS.

A02. REFER TO ARCHITECTURAL DOCUMENTS.

FOR TOP OF WALL RESTRAINT REFER TO DETAIL 3/S-4.1-A.

A03. REFER TO ARCHITECTURAL DOCUMENTS.

A04. REFER TO ARCHITECTURAL DOCUMENTS.

A05. REBUILD CHIMNEY USING 8" CMU BLOCK REINFORCED WITH #5

VERTICAL BARS @ 1'-4" o/c MAX. FROM TOP OF FOUNDATION UP

THROUGH BUILDING ROOF. PROVIDE REFRACTORY PRECAST

CONCRETE LINTELS FOR OPENINGS AT EACH FLOOR. LINTELS ARE

REQUIRED TO BE ANCHORED TO GROUTED MASONRY CELLS AT

BEARING LOCATIONS.

LINE INTERIOR OF CHIMNEY WITH FIRE BRICK OVER ENTIRE HEIGHT

OF CHIMNEY.

REINSTALL OR REPLACE CHIMNEY CAP AT TOP OF CHIMNEY.

A06. CLEAN UNDERSIDE OF PRECAST CONCRETE PLANK. REMOVE SOOT,

DUST AND ANY DELETERIOUS MATERIAL FROM SPALLED SURFACE.

APPLY SIKATOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

AREA TO BE REPAIRED IS +/-2'-0" WIDE X 4'-9" LONG (AREA = +/-9.5 SF.)

A07. DAMAGE IS LOCATED AT EDGE OF TWO DIFFERENT FLOOR

PLANKS. CLEAN UNDERSIDE OF PRECAST CONCRETE PLANKS.

REMOVE SOOT, DUST AND ANY DELETERIOUS MATERIAL FROM

SPALLED SURFACE. CLEAN ANY EXPOSED REINFORCING BARS OF

RUST AND SOOT. COAT REBAR WITH SIKA ARMATEC-110 EPOCEM

BONDING PRIMER AND RUST INHIBITOR. APPLY SIKATOP-123 PLUS

REPAIR MORTAR ACCORDING TO MANUFACTURER

RECOMMENDATIONS AND PROCEDURES.

AREA TO BE REPAIRED IS +/-1'-0" WIDE X 4'-9" LONG (AREA = +/-4.75 SF.)

A08. REFER TO ARCHITECTURAL DOCUMENTS.

A09. REFER TO ARCHITECTURAL DOCUMENTS.

A10. CLEAN UNDERSIDE OF PRECAST CONCRETE PLANK. REMOVE SOOT,

DUST AND ANY DELETERIOUS MATERIAL FROM SPALLED SURFACE.

APPLY SIKATOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

AREA TO BE REPAIRED IS +/-1'-0" WIDE X 4'-0" LONG (AREA = +/-4.0 SF.)

A11. EXISTING CORE HOLES FROM CONCRETE TEST SAMPLES ARE TO BE

FILLED WITH SIKTOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

A12. REFER TO ARCHITECTURAL DOCUMENTS.

A13. CHIPPED VOID IN UNDERSIDE OF PLANK FLOOR. CLEAN UNDERSIDE

OF PRECAST CONCRETE PLANK. REMOVE SOOT, DUST AND ANY

DELETERIOUS MATERIAL FROM SPALLED SURFACE. APPLY

SIKATOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

A14. UNDERSIDE OF SECOND FLOOR PRECAST PLANK IS DAMAGED.

THE PLANK HAS A LARGE CONCRETE SPALL WITH EXPOSED INTERNAL

REINFORCING BARS.

FOLLOW REPAIR PROCEDURE FOR DAMAGED CONCRETE PLANK

FOR REQUIRED STEPS, PRODUCTS AND MATERIALS REQUIRED

FOR COMPLETE REPAIR REFER TO DETAIL VIEW 9/S4.0-A.

AREA AFFECTED IS 2'-6" WIDE X 5'-0" LONG (AREA = +/- 12.5 SF.)

A15. CONCRETE SPALL IN UNDERSIDE OF SECOND FLOOR PLANK.

CLEAN UNDERSIDE OF PRECAST CONCRETE PLANK. REMOVE SOOT,

DUST AND ANY DELETERIOUS MATERIAL FROM SPALLED SURFACE.

APPLY SIKATOP-123 PLUS REPAIR MORTAR ACCORDING TO

MANUFACTURER RECOMMENDATIONS AND PROCEDURES.

A16. REFER TO ARCHITECTURAL DOCUMENTS.

A17. REPAIR EXISTING RAILING SLEEVES IN CONCRETE FOUNDATION

FOR REMOVABLE SECTION OF PORCH RAILING. CURRENT SLEEVED

OPENING ARE OVERSIZED FOR RAILING VERTICAL SUPPORTS. FIELD

MEASURE EXISTING RAILING POST OUTSIDE DIAMETER AND SELECT

A GALVANIZED SLEEVE THAT ALLOWS THE SECTION OF RAILING TO

REMAIN REMOVABLE. PLACE SLEEVE INTO EXISTING OPENING AND

PACK TIGHT WITH NON-SHRINK GROUT TO SECURE SLEEVE IN

PLACE.

RAILING IS REQUIRED TO REMAIN OPERATIONAL FOR…