ARCHITECT

SILVER PETRUCELLI & ASSOC.

3190 WHITNEY AVENUE, HAMDEN CT 06518

311 STATE STREET NEW LONDON, CT 06320

PHONE 203 230 9007 silverpetrucelli.com

M/E/P/FP

SILVER PETRUCELLI & ASSOC.

3190 WHITNEY AVENUE, HAMDEN CT 06518

311 STATE STREET NEW LONDON, CT 06320

PHONE 203 230 9007 silverpetrucelli.com

STRUCTURAL

MICHAEL HORTON ASSOCIATES INC

780 EAST MAIN STREET

BRANFORD, CT 06405

PHONE 203 481 8600 mha-eng.com

ELEVATOR

STERLING ELEVATOR CONSULTANTS, LLC

195 WEST MAIN STREET, SUITE 1, AVON, CT 06001

PHONE 800 209 9909 sterlingec.com

SILVER

203 230 9007

3190 WHITNEY AVENUE HAMDEN

silverpetrucelli.com

CT 06320

ASSOCIATESPETRUCELLI +

CT 06518

311 STATE STREET NEW LONDON

10/16/2026ISSUED FOR BID

PROJECT TITLE:

RENOVATIONS TO

BROOKLYN SENIOR CENTER

69 SOUTH MAIN STREET

BROOKLYN, CT

BRICK

CONCRETE

CONCRETE MASONRY UNIT (CMU)

RIGID BOARD INSULATION

INSULATION (BATT)

EARTH

GYPSUM BOARD

PLYWOOD

WOOD FRAMING (THROUGH MEMBER)

WOOD FRAMING (INTERRUPTED MEMBER)

ACOUSTICAL TILE OR PANEL

WOOD TRIM/FINISH

DRAWING NUMBER

CX

DETAIL NUMBER

CONSTRUCTION NOTE

ROOM NUMBER

WINDOW TYPE

DX DEMOLITION NOTE

DOOR NUMBER

EXISTING DOOR

NEW DOOR

DOUBLE LEAF DOOR

DOOR W/ 180 HOLD OPEN

UNEQUAL LEAF DOOR

TWO-WAY DOOR

EXISTING DOOR TO BE REMOVED

ROOM NAMEROOM NAME

ACT-1

ROOM IDENTIFICATION

CEILING PLAN

ROOM IDENTIFICATION

ROOM NAME

MATERIAL - HEIGHT

CB1

18"

PREMANUFACTURED

CASEWORK SYMBOL

CABINET TYPE

NOMINAL HEIGHT/WIDTH

SPECIAL DEPTH &/OR EQUIP.

POCKET DOOR

BI- FOLDING DOOR

SLIDING DOOR

DOUBLE ACTING DOOR

CPT-1

ROOM NAME

FINISH FLOOR PLAN

ROOM IDENTIFICATION

ROOM NAME

MATERIAL - RM NUMBER

SQ FTSQ FT

ROOM NAME

ROOM NUMBER

ABBREVIATIONS (NOT ALL ARE USED) GRAPHIC SYMBOLS MATERIAL CONVENTIONS

DOOR INDICATIONS

METAL FRAMING

XXX

X

AXXX

TX TOILET ACCESSORY SYMBOL

W

XX

STOREFRONT TYPE

SF

XX

CURTAIN WALL TYPE

CW

XX

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS PRIOR TO FABRICATION, FURNISHING & INSTALLATION OF ANY MATERIALS, EQUIPMENT AND WORK.

2. ALL MATERIALS & EQUIPMENT SHOWN ARE NEW TO BE PROVIDED BY CONTRACTOR(S) UNLESS OTHERWISE NOTED.

3. ALL EXISTING UTILITIES & EQUIPMENT LOCATIONS ARE APPROXIMATE - CONTRACTOR(S) SHALL FIELD VERIFY AND/OR COORDINATE EXACT LOCATIONS.

4. CONTRACTOR ASSUMES ALL RESPONSIBILITY DURING CONSTRUCTION TO PROTECT MATERIALS AND EQUIPMENT. ANY & ALL DAMAGED ITEMS & EQUIPMENT DURING CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST TO

THE OWNER.

5. ALL RATED DOORS & DOORS FRONTING A CORRIDOR SHALL HAVE POSITIVE LATCHING LOCKSETS UNLESS OTHERWISE INDICATED ON THE DOOR SCHEDULE.

6. ALL DOORS EXITING 50 PERSONS OR MORE SHALL HAVE PANIC EXIT DEVICES.

7. ALL HANDICAP ACCESSIBLE DOOR HARDWARE SHALL BE PROVIDED TO COMPLY WITH ADA, ANSI AND ALL OTHER APPLICABLE CODES.

8. ALL NEW AND EXISTING EXPOSED/VISIBLE GUARDRAILS, HANDRAILS, DOOR FRAMES, GLAZING FRAMES, DECKING, BEAMS, COLUMNS, JOISTS AND OTHER STRUCTURAL COMPONENTS SHALL BE PAINTED UNLESS OTHERWISE NOTED.

9. IF A NOTE IS FOUND ON ARCHITECTURAL DRAWINGS READING - "SEE STRUCTURAL DRAWINGS" - AND SIZE AND DETAILING OF MEMBER(S) IS NOT FOUND, THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO REQUEST MISSING INFORMATION. THESE ITEMS SHALL BE PART OF THE BASE BID AND STEEL SUBCONTRACTOR SHALL REVIEW STRUCTURAL AS WELL AS ARCHITECTURAL DRAWINGS PRIOR TO BIDDING.

10. ALL CONTRACTORS SHALL REVIEW DRAWINGS AND PROJECT MANUAL. IF THERE IS A DISCREPANCY BETWEEN THE TWO OR ANY OTHER PARTS OF THE DOCUMENTS, THE HIGHER VALUE (IN DOLLARS) SHALL PREVAIL AS THE SCOPE OF WORK THAT WILL BE PRICED UNLESS OTHERWISE DIRECTED IN WRITING BY THE ARCHITECT DURING THE BIDDING PERIOD.

11. PATCH ALL EXISTING WALLS AND OTHER SURFACES AFFECTED BY DEMOLITION & REMOVALS WITH MATERIALS TO MATCH EXISTING.

12. SAW CUT AND REMOVE PORTIONS OF CONCRETE SLAB AS REQUIRED TO ACCOMMODATE NEW PLUMBING, ELECTRICAL, MECHANICAL AND OTHER TRADES WORK. COORDINATE LOCATION, WIDTH, AND DEPTH OF TRENCHING

WITH M/E/P DRAWINGS FOR SCOPE OF NEW WORK REQUIRED.

13. WALL OPENINGS RESULTING FROM REMOVAL OF DUCTS, PIPES, CONDUITS, ETC. SHALL BE INFILLED WITH MATERIALS TO MATCH THE WALL. SEE M/E/P DEMOLITION DRAWINGS FOR REMOVALS.

14. WHERE NEW DUCTS, PIPES, AND CONDUITS PASS THROUGH NEW AND EXISTING WALLS, PROVIDE OPENING AND HEADER, AS REQUIRED AND SEAL THE PERIMETER OF THE PENETRATION FOR SOUND TRANSMISSION RESISTANCES AN FIRE RATING WHERE INDICATED ON CODE PLANS AND OTHER DRAWINGS. COORDINATE WITH M/E/P/FP DRAWINGS FOR ALL OPENINGS REQUIRED.

15. REFERENCE CT IBC 703.5, THE CODE SHEET G001, AND THE SIGNAGE SHEET A900 FOR FIRE RATED WALL TYPE STENCILING.

DRAWING NUMBER

DRAWING NUMBER

REVISION CLOUD & MARK

WALL / PARTITION TYPE

BUILDING SECTION

SECTION/DETAIL

x x

COLUMNS (EXISTING)

DETAIL CALL OUT

"XX" DRAWING NUMBER

"#" INTERIOR ELEVATION

LABEL

ELEVATION

ELEVATION MARKER

DATUM POINT

DRAWING NUMBER

WALL SECTION

X

AXXX

X

AXXX

X

AXXX

X

AXXX

AXXX#

X

X

AXXX

"XX" DRAWING NUMBER

"#" EXTERIOR ELEVATION

AXXX

NORTH ARROW

XX

EXISTING-TO-REMAIN WINDOW,

STOREFRONT, OR CURTAIN WALL

ETR

A.B. ANCHOR BOLT

ABV. ABOVE

A/C AIR CONDITIONING

A.C.P. ASBESTOS CEMENT PIPE

ACT ACOUSTICAL CEILING TILE

AD. AREA DRAIN

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM. ALUMINUM

ANOD ANODIZED

APPROX. APPROXIMATE

ARCH. ARCHITECT(URAL)

ASPH. ASPHALT

AVG. AVERAGE

BC BRICK COURSE

B/C BOTTOM OF CURB

BD. BOARD

B.E.J BRICK (BLOCK) EXPANSION JOINT

B.F. BOTTOM OF FOOTING

BIT. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM BEAM

B.M. BENCH MARK

B.O. BOTTOM OF

BRG. BEARING

BRK. BRICK

B.S. BOTH SIDES

BSMT. BASEMENT

B.U.R. BUILT UP ROOFING

B/W BOTTOM OF WALL

B.W.R. BOTH WAYS WALL

CAB CABINET

C.B. CATCH BASIN

C. BD. CHALK BOARD

C.B.R. CATCH BASIN TO BE REMOVED

C.C. CURB CUT

CEM CEMENT

CER CERAMIC

C.F.M.F. COLD FORMED METAL FRAMING

CG CORNER GUARD

C.H. CABINET HEATER

CHKBD CHALKBOARD

C.I. CAST IRON

C.I.P. CAST IN-PLACE CONCRETE

C.J. CONTROL/CONSTRUCTION JOINT

CLG. CEILING

CLG. HT. CEILING HEIGHT

CLOS. CLOSET

CLR CLEAR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

C.O. CLEAN OUT

COL COLUMN

CONC. CONCRETE

CONF. CONFERENCE

CONN CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS, CONTINUE

CONTR. CONTRACTOR

CORR. CORRIDOR

CP CONTROL PANEL

CPT CARPET

C.R. CEILING REGISTER

CT CERAMIC TILE

CT CONNECTICUT

CTR CENTER

C.U.H. CABINET UNIT HEATER

C.Y. CUBIC YARD

DBL DOUBLE

DEPT CEPARTMENT

DET. DETAIL

DF DRINKING FOUNTAIN

DIA. DIAMETER

DIFF DIFFUSER

DIM. DIMENSION(S)

DISP DISPENSER

DIV DIVISION

D.L. DEAD LOAD

DN DOWN

D.O. DOOR OPENING

DP DAMP PROOFING

DR. DOOR

DS DOWNSPOUT

D.S.P. DRY STAND PIPE

DTL. DETAIL

DWG, DWGS DRAWING(S)

DWL DOWEL

E EAST

EA. EACH

ECTR. EXISTING CEILING-TO-REMAIN

ED. EDUCATION

E.F. EACH FACE

EIFS EXTERIOR INSULATION & FINISH SYSTEM

E.J. EXPANSION JOINT

E.J.C. EXPENSION JOINT COVER

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATION

EMER. EMERGENCY

ENCL. ENCLOSURE

ENGR ENGINEER

ENL. ENLARGED

ENT. ENTRANCE

EP. EPOXY PAINT

EQ. / = EQUAL(S)

EQUIP EQUIPMENT

ES. EXPOSED STRUCTURE

E.T.R. EXISTING-TO-REMAIN

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

E.W./E.F. EACH WAY/EACH FACE

EXAM. EXAMINATION

EXH EXHAUST

EXIST. EXISTING

EXP. EXPANSION

EXPO EXPOSED

EXT. EXTERIOR

F.A. FIRE ALARM

F.A.P. FIRE ALARM PANEL

F.B. FOOTING BREAK

PART PARTITION

P.C.B. PAINTED CONCRETE BLOCK

P.G.B. PAINTED GYPSUM BOARD

PL. OR PLAM PLASTIC LAMINATE

PLUMB. PLUMBING

PLYWD. PLYWOOD

PREFAB PREFABRICATED

PREP. PREPARATION

PROJ PROJECTION

PROP PROPERTY

P.T., PR. TR. PRESSURE TREATED

PTD PAINTED

P.V.C. POLYVINYL CHLORIDE

QT QUARRY TILE

R. RISER

R OR RAD. RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

R.D. ROOF DRAIN

RECPT RECEPTACLE

REF REFERENCE

REFG REFRIGERATOR

REINF. REINFORCEMENT

REQ'D REQUIRED

RES RESILIENT

RET RETAINING

REV REVISION

R.H. ROOF HATCH

RI RHODE ISLAND

R.L. ROOF LEADER

RM. ROOM

R.O. ROUGH OPENING

R.O.W. RIGHT OF WAY

R.T. RUBBER TILE

RV ROOF VENT

R.W.L. RAIN WATER LEADER

S SOUTH

S. STORM

SAN. SANITARY

SB SMART BOARD

SC SEALED CONCRETE

S.C. SOLID CORE

SCHED. SCHEDULE

S.D. SOAP DISPENSER

SECT. SECTION

SF SQUARE FEET

S.FPRG. SPRAYED-ON FIREPROOFING

S.G.F.T. STRUCTURAL GLAZED FACING TILE

SHR SHOWER

SIM. SIMILAR

SK SKETCH

S.N.D. SANITARY NAPKIN DISPENSER

S.N.R. SANITARY NAPKIN RECEPTACLE

S.O.G. SLAB-ON-GRADE

SPEC. SPECIFICATIONS

SPKLR SPRINKLER

S.P.R. SINGLE PLY ROOF

SQ. SQUARE

SQ. FT. SQUARE FEET

SS SOLID SURFACE

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STIFF STIFFENERS

STL. STEEL

STRUCT. STRUCTURAL

SUSP. SUSPENDED, SUSPENSION

S.W. SHEAR WALL

S.W.F. SHEAR WALL FOOTING

SYM SYMMETRICAL

SYS.,SYST. SYSTEM

T. TELEPHONE

TB TACKBOARD

T&B TOP & BOTTOM

TBD TO BE DETERMINED

TECH. TECHNOLOGY

TEMP TEMPERED

TERR TERRAZZO

TEL TELEPHONE

THK THICK

THRES THRESHOLD

T.O. TOP OF

T.O.F. TOP OF FOUNDATION

T.O.S. TOP OF STEEL

T.P. TOILET PARTITION

T.P.D. TOILET PAPER DISPENSER

T/S TOP OF SLAB

T.T.F. TRIM TO FIT

T/W TOP OF WALL

TYP. TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V.B. VINYL BASE

VCT VINYL COMPOSITE TILE

VERT. VERTICAL

VIF VERIFY IN FIELD

VT VERMONT

W WEST

W. WATER

W/ WITH

MA MASSACHUSETTS

WB WHITE BOARD

WC WALL COVERING

WCJ WALL CONTROL JOINT

WD. WOOD

WF. WIDE FLANGE

WIN. WINDOW

W/O WITHOUT

WOM WALK-OFF-MAT

WP WATERPROOFING

WS WOOD STAIN

W.W.F WELDED WIRE FABRIC

W.W.M. WELDED WIRE MESH

& AND

∠ ∡ ANGLE

@ AT

℄ CENTERLINE

= EQUAL(S)

⌀ DIAMETER

F.BRK FACE BRICK

FD FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER & CABINET

F.F. FINISHED FLOOR

F.H. FIRE HYDRANT

F.H.P. FULL HEIGHT PARTITION

FFE, FF&E FURNITURE, FIXTURES, AND EQUIPMENT

FIN. FINISH, FINISHED

FIXT. FIXTURE

FL. FLOOR

FLASH FLASHING

FLEX FLEXIBLE

F.O.F. FACE OF FINISH

F.O.G. FACE OF GYPSUM BOARD

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.O.T. FACE OF TILE

F.P. FIRE PROOF / FIRE PROTECTION

FPFG FIREPROOFING

F.R. FIRE RATED

FRP FIBERGLASS REINFORCED PANEL

F.S. FAR SIDE

FT. FOOT OR FEET

F.T. FIRE TREATED

FTG FOOTING

F.T.R. FINNED TUBE RADIATION

FUR FURRING

G GAS

GA. GAGE, GUAGE

GALV. GALVANIZED

G.B. GRAB BAR

G.C. GENERAL CONTRACTOR

GEN. GENERAL

GFB GROUND FACE BLOCK

GL GLASS

GND GROUND

GRD GRADE

GYP. GYPSUM

GWB GYPSUM WALL BOARD

GYP. BD. GYPSUM BOARD

H.B. HOSE BIBB

H.C. HANDICAP(PED)

H.C. HOLLOW CORE

HD. HEADED

HDWR. HARDWARE

HGT. HEIGHT

HM HOLLOW METAL

HORIZ. HORIZONTAL, HORIZONTALLY

H.P. HIGH POINT

HR. HOUR

HTG HEATING

H.U. HEATING UNIT

HVAC HEATING / VENTILATION / AIR CONDITIONING

HWD HARDWOOD

HYD. HYDRANT

ID INTERIOR DESIGN

I.D. INSIDE DIAMETER

IN. INCH

INCL. INCLUDE OR INCLUDING

INSUL. INSULATION, INSULATED

INT. INTERIOR

INV. INVERT

JAN. JANITOR

JNT/JT JOINT

JST JOIST

K.D. KOCK DOWN

KIT KITCHEN

K.P. KICK PLATE

LAM. LAMINATE(D)

LAV LAVATORY

LBS POUNDS

LCKR LOCKER

L.F. LINEAR FOOT

LG. LONG

L.L. LIVE LOAD

LOC. LOCATION

L.P. LOW POINT

LTG. LIGHTING

LVL. LEVEL

LVT LUXURY VINYL TILE

M MINUTE

MAS. MASONRY

MATL MATERIAL

MAX. MAXIMUM

M.C. MASONRY COURSE

MECH. MECHANICAL

M.H. MANHOLE

MIN. MINIMUM

MIR MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTD. MOUNTED

MTL. METAL

MULL MULLION

N NORTH

N.A. NOT APPLICABLE

NH NEW HAMPSHIRE

N.I.C. NOT IN CONTRACT

NJ NEW JERSEY

NO. NUMBER

NOM. NOMINAL

N.P.S. NOMINAL PIPE SIZE

N.R.C. NOISE REDUCTION COEFFICIENT

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

NY NEW YORK

NYC NEW YORK CITY

O/A OUTSIDE AIR

O.C. ON CENTER

O.C.C. OCCUPANT

O.D. OUTSIDE DIAMETER

OFF OFFICE

O.H. OPPOSITE HAND

OPNG. OPENING

OPP OPPOSITE

O.W.S.J. OPEN WEB STEEL JOIST

OZ OUNCE

PA PENNSYLVANIA

GENERAL NOTES

NEW WALL

EXISTING WALL TO BE REMOVED

TYPICAL WINDOW

EXISTING WALL

WINDOW WALL

RECESSED ITEM

WALL INDICATIONS DRAWINGS LIST

RESERVED ACCESSIBLITY SYMBOL

(OLD TERM "HANDICAPPED")

1"

SIGNAGE SYMBOL

EX EQUIPMENT SYMBOL

SX

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

STATE PROJECT NUMBER:

RENOVATIONS TO

BROOKLYN SENIOR CENTER

69 SOUTH MAIN STREET

BROOKLYN, CT

ISSUED FOR BID

2025.4

10/16/2026

12" = 1'-0"

/1

5/

1:

:4

A M

G001

GENERAL INFORMATION AND

DRAWING LIST

J. TEBO

ARCHITECTURAL DRAWINGS

A010 DEMOLITION PLANS

A110 FLOOR PLANS

A113 ROOF PLAN

A250 LOWER LEVEL REFLECTED CEILING PLAN

A300 EXTERIOR ELEVATIONS

A400 AREAWAY SECTION AND ENLARGED PLAN

A440 VERTICAL CIRCULATION

A450 ENLARGED BATHROOM PLANS AND ELEVATIONS

A800 DOOR AND FINISH SCHEDULES

A810 WINDOW AND DOOR DETAILS

A850 ELEVATOR DETAILS

A900 SIGNAGE

STRUCTURAL DRAWINGS

MECHANICAL DRAWINGS

M010 MECH LOWER LEVEL DEMO PLAN

M110 MECH LOWER LEVEL DUCT PLAN

M300 MECH ENLARGED PLANS

M500 MECH SCHEDULES

M501 MECH SCHEDULES

M600 MECH DETAILS

M601 MECH DETAILS

PLUMBING DRAWINGS

P001 GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

P010 LOWER LEVEL DEMO PLAN

P110 LOWER LEVEL FLOOR PLAN

P500 SCHEDULES

P600 DETAILS

ELECTRICAL DRAWINGS

E001 ELEC ABBREVIATIONS AND LEGENDS

E002 ELEC GENERAL NOTES

E010 ELEC LOWER LEVEL LIGHTING DEMO PLAN

E020 ELEC LOWER LEVEL POWER DEMO PLAN

E110 ELEC LOWER LEVEL LIGHTING PLAN

E210 ELEC LOWER LEVEL POWER PLAN

E300 ELEC SITE LIGHTING PLAN - BID ALTERNATE

E500 ELEC SCHEDULES

E600 ELEC DETAILS

GENERAL DRAWINGS

G000 COVER SHEET

G001 GENERAL INFORMATION AND DRAWING LIST

G002 BUILDING CODE PLANS & INFORMATION

G003 WALL / PARTITION TYPES

S100 FOUNDATION PLAN

S101 SECTIONS AND TYPICAL DETAILS

S102 EXISTING ROOF PLAN - REPAIRS AND GENERAL NOTES

DN

DN

DN

UP

X

X

IIIB

IIIB

B (BUSINESS)

7. CODES TO WHICH THIS PROJECT WAS DESIGNED

5. ENTIRE BUILDING SPRINKLERED

6. THRESHOLD BUILDING CONDITIONS

CODE INFORMATION

2. CONSTRUCTION TYPE (Chapter 6)

1. GROUP CLASSIFICATION (Chapter 3)

3. FIRE-RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS

4. OCCUPANCY LOAD

NoYes

No

DATE OF ORIGINAL CONSTRUCTION

Minimum Type Required

Actual Type Provided (existing)

DATE OF RENOVATIONS

(Primary)

(Proposed new)

DATE OF PROPOSED RENOVATIONS

Hr(s)

Structural frame: including columns, girders, trusses

2 Bearing walls:

Exterior (Table 602)

Interior

3 Nonbearing walls & partitions

Exterior (Table 602)

4 Nonbearing walls & partitions

Interior

5 Floor Construction (including supporting beams & joists)

6 Roof Construction (including supporting beams & joists)

(Table 601, See Code Plans for specific designations)

Hr(s)

Hr(s)

Hr(s)

Hr(s)

Hr(s)

Hr(s)

Total Exit Capacity for Ground Floor Level

Design Total for Ground Floor Level

Yes

IIIB

2021 IPC/2022 CT

Current

2010 ADA

2021 NFPA 1 & 101 / 2022 CT

ADA Standards for Accessible Design

Section 504

State Fire Prevention / Life Safety Code

State Energy Conservation Code w/ CT Amend.

State Plumbing Code w/ CT Amendments

State Mechanical Code w/ CT Amendments

State Electrical Code w/ CT Amendments

Accessible and Usable Bldgs w/ CT Amendments

2021 IMC / 2022 CT

2021 IECC / 2022 CT

2020 NFPA 70 / 2022 CT

2017 ICC A117.1 / 2022 CT

2021 IEBC/2022 CT State Existing Building Code w/ CT Amendments

2021 IFC/2022 CT State Fire Safety Code

State Building Code w/ CT Amendments 2021 IBC/2022 CT

If any proposed building or addition that exceeds one or more of the following threshold limits mark YES and then refer to CT IBC107.7: (1) four stories, (2) 60 feet high, (3) a clear span of 150 feet wide, or (4) occupancy by 1,000 or more people

CHANGE OF USE

NO

OCCUPANCY PLAN - FIRST FLOOR

B

EXISTING NON-CONFORMING

A-3 (ASSEMBLY)

B A-3

OCCUPANCY PLAN - LOWER LEVEL

(60.66')

60.66'

MAX. ALLOWABLE EGRESS OCC. OF DOOR

ACTUAL EGRESS OCC. OF DOOR

CODE LEGEND

TD 145'

DIRECTION OF TRAVEL W/ ACCUMULATED OCC. LOAD

EXIT CAPACITY

ROOM NUMBER

MAXIMUM TRAVEL DISTANCE FROM FURTHEST POINT

ROOM OCCUPANCY LOAD

DENOTES ACCESSIBLE THRESHOLD 1/2" MAX STEP

W/BEVELED THRESHOLD OR 1/2" STEP W/OUT BEVELED

THRESHOLD

2 HOUR RATED FIRE AND SMOKE BARRIER

1 HOUR RATED FIRE AND SMOKE BARRIER

- DIMENSION OF OPEN PERIMETER ALONG ENTIRE

LONGITUDINAL FACE

COMMON PATH OF TRAVEL

AREA IN SF

OCC. LOAD FACTOR

C216

- DIMENSION OF NON-OPEN PERIMETER ALONG ENTIRE

LONGITUDINAL FACE

198'

INDICATES LOSS OF EXIT AS PER IBC 1005.5 CT

AMENDMENTS

LOT LINE

SMOKE BARRIER

300SF

420SF

GAME ROOM

STORAGE

KITCHEN

CORRIDOR

RECREATION ROOM

CLO

110A

OFFICE

DIRECTORS OFFICE

CLO

112A

ELEV LOBBY

ELEVATOR

EL1.1

WOMEN

MEN

STAIR

ST1.1

LOBBY

420SF

2618SF

355SF

STO

103A

30SF

177SF

164SF

UP

DN

UP

RAMP UP

EXERCISE ROOM

GROUP EXERCISE ROOM

GAME ROOM

CRAFT ROOM

STORAGE

STORAGE

019A

STORAGE

018A

MECHANICAL

JANITOR

ELECTRICAL

MECHANICAL

MECHANICAL

ELECTRICAL

STAIRS

ST1.0

STORAGE

STORAGE

C O

R R

ID

O

R

CORRIDOR

TOILET

EL. MACHINE ROOM

ELEVATOR

EL1.0

CORRIDOR

CLT

017A

TOILET

STORAGE

321SF

321SF

357SF

357SF

747SF

602SF

138SF

120SF

122SF

75SF

91SF

321SF

96SF

AREA WAY

58SF

34SF

34SF

45SF

1 1 1 1

AOR

AOR

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

STATE PROJECT NUMBER:

RENOVATIONS TO

BROOKLYN SENIOR CENTER

69 SOUTH MAIN STREET

BROOKLYN, CT

ISSUED FOR BID

2025.4

10/16/2026

As indicated

/1

4/

:1 6:

P

M

G002

BUILDING CODE PLANS &

INFORMATION

J. TEBO

1/8" = 1'-0" REFERENCE DWG: 2 / A3001 FIRST FLOOR CODE PLAN

1/8" = 1'-0" REFERENCE DWG: 1 / A3002 LOWER LEVEL CODE PLAN

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

1/

8"

1HR SHAFT WALL

1. 2 1/2" METAL "C-H" STUDS @ 16" O.C.

2. 5/8" GYPSUM WALL BOARD, PAINTED

3. 1" GYPSUM WALL BOARD

UL #U415

STC RATING - N/A

1 2

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

7/

8"

3 5/8" METAL STUD WALL

W/ SOUND BATT

1. 3 5/8" METAL STUDS @ 16" O.C.

2. 5/8" GYPSUM WALL BOARD, PAINTED

3. 3" SOUND ATTENUATION BATT

4. --

5. PUTTY PAD AROUND WALL PENETRATIONS

UL #U404 OR SIMILAR

STC RATING - 44

1B

1 2 3

TOP

VERTICAL SECTION

HORIZONTAL SECTION

1/

4"

3 5/8" METAL

STUD WALL

1. 3 5/8" METAL STUDS @ 16" O.C.

2. 5/8" GYPSUM WALL BOARD, PAINTED

UL # - N/A

STC RATING - 27

1C

1 2

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION M

A

T C

H E

X

IS

T

IN

G

METAL

STUD WALL

W/ SOUND BATT

1. 2 1/2" METAL STUDS @ 16" O.C.

2. 5/8" GYPSUM WALL BOARD, PAINTED

3. 3" SOUND ATTENUATION BATT

UL N/A

STC RATING - N/A

1 2

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

7/

8"

3 5/8" METAL STUD WALL

W/ SOUND BATT

1. 3 5/8" METAL STUDS @ 16" O.C.

2. 5/8" GYPSUM WALL BOARD, PAINTED

3. 3" SOUND ATTENUATION BATT

4. --

5. PUTTY PAD AROUND WALL PENETRATIONS

STC RATING - 44

1A

1 2 3

UL # - N/A

BOTTOM

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

STATE PROJECT NUMBER:

RENOVATIONS TO

BROOKLYN SENIOR CENTER

69 SOUTH MAIN STREET

BROOKLYN, CT

ISSUED FOR BID

2025.4

10/16/2026

1" = 1'-0"

/1

4/

:1 6:

P

M

G003

WALL / PARTITION TYPES

J. TEBO

1" = 1'-0"1 PARTITION TYPES

UP

FOUNDATION NOTES:

1. TOP OF CONCRETE SLAB ELEVATION= MATCH EXISTING SLAB. V.I.F.

2. FLOOR CONSTRUCTION: 5" NORMAL WEIGHT CONCRETE SLAB REINF. WITH 6X6-W2.9XW2.9 W.W.F. (CHAIRED).

REFER TO GENERAL NOTES FOR SUBGRADE REQUIREMENTS.

A B C D E

NEW FOUNDATION WALLS

AT BASE OF STAIR.

REFER TO SECTION. DRILL AND EPOXY

ABUTTING REINFORCING INTO EXISTING

CONCRETE CONSTRUCTION

S100

INFILL OPENINGS PER ARCHITECTURAL

DRAWINGS. REFER TO TYPICAL CONCRETE WALL

INFILL DETAIL. HOLD TOP OF INFILL DOWN AS

REQUIRED FOR PLACEMENT AND VIBRATION.

INFILL GAP WITH DRYPACK AFTER CONCRETE

PLACEMENT.

EXISTING CONCRETE COLUMN

SPALLING TO BE REMOVED AND

REPAIRED BY AN APPROVED

REPAIR PROCEDURE

TOPPING SLAB ON EXISTING SLAB ON

GRADE TO BE FLUSH TO EXISTING DOOR,

REFER TO ARCH'L DRAWINGS. SLOPE TOP

OF TOPPING AWAY FROM DOOR.

CONSTRUCTION SIMILAR TO CONCRETE

PAD ON EXISTING SLAB ON GRADE DETAIL

COORDINATE UTILITY EXIT LOCATIONS WITH M/E/P

DRAWINGS. REFER TO TYPICAL DETAIL OF PIPE

PENETRATIONS BELOW WALL FOOTING DETAIL FOR

REQUIREMENTS WHERE UTILITIES PASS BELOW

WALL FOOTINGS. WHERE UTILITIES PASS

THROUGH WALL, WALL MUST BE SCANNED PRIOR

TO DRILLING AND OPENINGS MUST BE LOCATED

BETWEEN EXISTING REINFORCING. OPENING MUST

NOT BE LOCATED BELOW COLUMNS OR BEAMS

ABOVE.

S101

S101

S101

SIM.

PROVIDE NEW LINTEL ABOVE NEW

OPENINGS IN MASONRY WALLS.

REFER TO EXISTING MASONRY

LINTEL SCHEDULE. COORD. WITH

ARCH'L DRAWINGS.

EXISTING CONCRETE COLUMN

SPALLING TO BE REMOVED AND

REPAIRED BY AN APPROVED

REPAIR PROCEDURE

REMOVE AND REPLACE EXISTING WALL TO INSTALL NEW

ELEVATOR CAB AND TO REMOVE EXISTING WATER

DAMAGED CONSTRUCTION. REFER TO TYPICAL CONCRETE

AND MASONRY WALL INFILL DETAILS. SHORE EXISTING

FLOOR CONSTRUCTION PRIOR TO DEMOLITION, UNTIL NEW

WALL CONSTRUCTION IS COMPLETED AND HAS REACHED

DESIGN STRENGTH

STAIR REPLACEMENT IS AN

ALTERNATE. COORDINATE WITH

ARCH'L DRAWINGS

3/4" CRUSHED

STONE FILL

#5@16"O.C.

VERT. REINF.

ALTERNATE LEGS

#4@12" O.C.

#4 NOSING

(TYPICAL)

M

IN

.6"

8" 8" 8"

2' - 0"

1'

#4@12"O.C.

HORIZ. REINF.

#4@12"O.C.

DOWELS.

EXISTING FOUNDATION TO REMAIN

V.I.F.

6X6-W2.9XW2.9 WWF.

COMPACTED

STONE FILL

4" M

IN

4" MIN.

REMOVE EXISTING SLAB ON GRADE AS

REQUIRED TO INSTALL NEW FOUNDATION.

SLOPE TOP OF SLAB TO DRAIN AS REQUIRED.

#4X2'-0" AT 18" O.C. DRILL AND EPOXY (4" EMBED)

MATCH BOTTOM OF FOUNDATION

WITH BOTTOM OF EXISTING FOUNDATION.

V.I.F.

#4@12"O.C.

DOWELS

CUT DOWN TOP OF EXISTING

FOUNDATION WALL

M

IN

5"

M

IN

8"

6X6-W2.9XW2.9 WWF.

ARCH'L DRAWINGS

5' - 0" COORD. WITH

t/

CLASS "B" LAP

ADD #4@12"O.C. WHERE

NO REINFORCING IS

INDICATED (TYPICAL)

DOWELS MAY BE USED AS AN

ALTERNATE AT CONSTRUCTION

JOINTS AND ELSEWHERE

1 1/2" KEY

PROPOSED JOINT LOCATION

SUBMIT ON SHOP DRAWINGS

FOR REVIEW

KEY

1 1/2"

ADD (2)-#4X2'-6"

EACH FACE AT

TWICE THE SPACING

OF HORIZ. WALL REINF.

HORIZ. REINF. IS

CONT. THRU JOINT

"t

INTERSECTION CONSTRUCTION JOINTCORNER

STANDARD

90° HOOK

ADD #4@12"O.C.

WHERE NO REINF.

IS INDICATED

2'-0" AT ADDED REINF.

CLASS "B" LAP

CONTROL JOINT

3/4" CHAMFER AT

EXPOSED FACES

CUT EVERY OTHER BAR

AT JOINT

FOR REINFORCING

REFER TO DETAILS

NOTE: CONTROL JOINT SPACING IN FOUNDATION WALLS SHALL NOT

EXCEED 30 FEET. 50% OF HORIZONTAL REINFORCEMENT SHALL

EXTENT THROUGH JOINT AND HAVE A CLASS " B" SPLICE (PER ACI

318-05)

2"

45.00°

6"

OPENING

(2)-#5X5'-0" LG.

1. COORDINATE WITH MECHANICAL DRAWING FOR QUANTITY, SIZE AND LOCATION.

2. PROVIDE PADS AT GENERATORS, REFRIGERATOR AND FREEZER UNITS. COORDINATE WITH ELECTRICAL

& KITCHEN DRAWINGS FOR SIZE AND LOCATION.

(4

S

ID

ES

2'

M

IN

8" 8"

#4@12"O.C. TOP &

BOTTOM, EACH WAY

2" M

IN

M

IN

.FINISH GRADE FINISH GRADE

(2)-#5 CONT. (TYP.)

1'

M

IN

1'-0" MIN. COMPACTED STONE

FILL

TYP.

CLASS "B" SPLICE

DETAILED

FOOTING REINF.

TOP REINFORCING

WHERE DETAILED

WALL REINFORCING,

REFER TO SECTIONS

(TYPICAL)

MIN.

H

H

TY

P

2'

M A

X

TYP.

4' - 0" MIN.

CLASS "B" SPLICE

CLASS "B" SPLICE

TYP.

CLASS "B" SPLICE

TYP.

CLASS "B" SPLICE

EXCAVATION SLOPE

BASED ON SITE SOILS

NOTE:

CONTRACTOR SHALL SUBMIT A PLAN INDICATING THE PROPOSED LOCATION OF

CONTROL AND CONSTRUCTION JOINTS PRIOR TO PLACING CONCRETE FOR SLAB.

REFER TO GENERAL NOTES FOR SUBGRADE PREPARATION. REMOVE ALL FILL MATERIALS BELOW SLAB ON GRADE

TYPICAL THICKENED EDGE

THICKENED SLAB

AT EDGE

SUPPORTED W.W.F.

ON CHAIRS

SLAB ON GRADE

2T

T

10" 1"

SAWCUT SLAB JOINT

t/ t

2"

SAWCUT JOINT

VAPOR RETARDER

REFER TO PLAN NOTE

FOR SLAB CONSTRUCTION

SUPPORTED W.W.F. ON

CHAIRS

REFER TO GENERAL NOTES FOR

SUBGRADE REQUIREMENTS

2"

SLAB ON BASE

REFER TO PLAN

VAPOR RETARDER

1/4"X4 1/2"X4 1/2"

TAPERED PLATE

DOWELS AT 18" O.C. MAX.

S

EE

P

LA

N V

A R

IE

S

CONSTRUCTION JOINT

LAP SCHEDULE

SIZE

4500 PSI

TOP

19"24"

OTHERS

#3

25"32"#4

31"40"#5

37"48"#6

54"70"#7

62"80"#8

70"91"#9

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

MEP & DOOR REPLACEMENTS

BROOKLYN COMMUNITY CENTER

31 TIFFANY STREET

BROOKLYN, CT

ISSUED FOR BID

25-135

10/16/2026

As indicated

/1

/2

:0

:3

A

M

S100

FOUNDATION PLAN

A. Close

3/4" = 1'-0"3 TYPICAL WALL REINFORCING DETAIL

3/4" = 1'-0"7 TYPICAL SLAB ON GRADE DETAIL

3/4" = 1'-0"4 TYPICAL AT REENTRANT SLAB CORNERS

3/4" = 1'-0"5 TYPICAL CONCRETE EQUIPMENT PAD ON GRADE

1/2" = 1'-0"6 TYPICAL STEPPED FOOTING DETAIL

1/8" = 1'-0" REFERENCE DWG: 1 / S1011 BASEMENT/FOUNDATION

3/4" = 1'-0" REFERENCE DWG: 1 / S1002 STAIR SECTION

FIRST FLOOR LEVEL

0"

BASEMENT/FOUNDATION

-12' - 0"

SLAB ON GRADE

REINFORCED WITH

6X6-W2.9XW2.9 W.W.F.

#4 CONT. NOSING

BAR TYP.

RAILING REQUIRED BY ARCHITECTURAL

DRAWINGS. REFER TO ARCHITECTURAL

DRAWINGS FOR REQUIREMENTS

#4 AT 18" O.C. TYP.

#4 AT 12" O.C. CONT. HORIZ.

REINFORCING, TYP.

DRILL AND EPOXY REINFORCING

ABUTTING EXISTING CONSTRUCTION

INTO EXISTING FOUNDATION (4"

EMBED)

(3)-#5 CONT. IN FOOTING

FINISH GRADE

REFER TO SITE DRAWINGS

#5 AT 16" O.C. VERTICAL REINF.

CENTERED TYPICAL

ALTERNATE DOWEL LEGS

1'

8" 8" 8"

2' - 0"

BASEMENT/FOUNDATION

-12' - 0"

8" 8" 8"

2' - 0"

1'

SITE CONCRETE

REFER TO ARCHITECTURAL

DRAWINGS

(2)-#5 CONT. IN WALL

FOOTING

#4 AT 12" O.C. CONT.

HORIZ. REINFORCING

#5 AT 16" O.C. VERTICAL

REINFORCING CENTERED

ALTERNATE DOWEL LEGS

#4 AT 18" O.C.

REFER TO ARCHITECTURAL DRAWINGS

FOR STAIR GROOVE

REQUIREMENTS

COORDINATE STEP

GEOMETRY WITH

ARCHITECTURAL DRAWINGS

M

IN

5"

#4 NOSING

BAR (TYP.)

(TYP)

"Ld"

1/2" DEEP SAWCUT TO MAKE EDGES OF

REMOVAL PERPENDICULAR TO EXPOSED

FACE

RUBBED FINISH SMOOTH AND EVEN WITH

ADJACENT CONCRETE.

IF EXISTING REINFORCEMENT IS

DAMAGED BEYOND THE

REQUIREMENTS NOTED IN THE

CONCRETE REPAIR NOTES,

REFER TO REPAIR DETAIL ON

THIS SHEET

.REMOVE CONCRETE TO 3/4" MIN. BEHIND

REINFORCING BARS.

REMOVE ALL DETERIORATED CONCRETE

AND REPLACE WITH NEW CONCRETE WITH

1/2" MAX AGGREGATE SIZE OR APPROVED

REPAIR PRODUCT.

APPLY BONDING AGENT TO

EXISTING CONCRETE PRIOR TO

INSTALLING REPAIR MATERIAL

MIN.

1' - 0"

MIN.

1' - 0"

2'

M A

X.

2"

EXISTING FOUNDATION WALL

AND FOOTING. VERIFY IN FIELD

2" DRYPACK

PIPE PENETRATION

NOTE:

DO NOT LOCATE PENETRATIONS THROUGH COLUMN FOOTINGS.

COORDINATE WITH SITE MECHANICAL, PLUMBING, AND ELECTRICAL

DRAWINGS FOR LOCATIONS AND ELEVATIONS.

UNDERPINNING AT PIPE PENETRATIONS.

UNDERPINNING MUST BE PERFORMED

IN SEGMENTS NOT TO EXCEED 4' IN LENGTH.

UNDERPINNING TO MATCH WIDTH

OF EXISTING FOOTING.

PIPE SLEEVE

DIAMETER 2" LARGER

THAN PENETRATING

PIPE

WITH NEW CONCRETE (3000 PSI)

INFILL EXISTING WALL OPENING

3"

#4 AT 12" O.C. EACH WAY,

EACH FACE

DRILL AND SET #4X1'-0"

DOWELS AT 12" O.C.

INTO EXISTING CONCRETE

WALL WITH INJECTION ADHESIVE

3"

BENTONITE WATERSTOP

BOTH SIDES AND BOTTOM WALL

TYP.

6" EMBED

EXISTING CONCRETE

WALL

3"

DRILL AND SET #5X2'-0"

DOWELS INTO EXISTING

WALL WITH HILTI HIT-HY270

3"

BENTONITE WATERSTOP

BOTH SIDES AND BOTTOM WALL

WHERE BELOW GRADE

EXISTING MASONRY

WALL

SOLID GROUT ALL CORES

BELOW GRADE

#5 IN TOP COURSE, BOTTOM COURSE

AND 48" O.C. MAX.

EACH FACE IN SOLID GROUTED COURSE

#5 VERTICAL AT ENDS AND AT 32" O.C.

IN SOLID GROUTED CORE. DOWEL INTO

EX. WALL, SIMILAR TO HORIZONTAL

REINFORCING

TYP.

6" TOOTH IN NEW

MASONRY WHERE

REQUIRED BY ARCH'L

DRAWINGS

WITH NEW MASONRY

INFILL EXISTING WALL OPENING

EXISTING MASONRY LINTEL SCHEDULE

MARK CMU OPENING WIDTH LINTEL

(3)-L7X4X3/8 L.L.V.

(MIN. 8" BEARING)

UP TO 9'-6"EXISTING

12" BLOCK

NOTE:

1. PROVIDE LINTELS WHERE NEEDED. NOT SHOWN ON THE DRAWINGS

2. ALL EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED

3. COORDINATE ALL OPENINGS WITH ARCHT & MECH DRAWINGS.

4. GROUT CORES SOLID BELOW LINTEL BEARING FULL HEIGHT TO UNDERSIDE OF LINTEL.

5. LINTELS FOR EXISTING 8" AND 12" CMU WERE DESIGNED BASED ON A BEARING WALL SUPPORTING 15'

OF ROOF, WITH 8' OF CMU ABOVE LINTEL. CONTRACTOR TO CONTACT STRUCTURAL ENGINEER, MICHAEL

HORTON ASSOCIATES, INC. FOR ALL FIELD CONDITIONS WITH BEARING WALLS SUPPORTING MORE THAN

15' OF ROOF ABOVE AND ALL OPENINGS LARGER THAN THOSE IN THE LINTEL SCHEDULE.

L5X3 1/2X5/16 (4" MIN. BEARING)UP TO 6'-0"

EXISTING

INTERIOR

4" MASONRY

L7X4X3/8 (4" MIN. BEARING) 6'-0" TO 10'-0"

UP TO 9'-6" EXISTING

8" BLOCK

(2)-L7X4X3/8 L.L.V.

(MIN. 8" BEARING)

EXISTING

INTERIOR

4" MASONRY

SAWCUT & REMOVE EXISTING

SLAB TO PLACE NEW UTILITIES.

REPLACE WITH NEW CONCRETE

SLAB ON GRADE.

EXISTING

SLAB ON

GRADE

6X6-W2.9XW2.9 WWF.

NEW UTILITY, REFER TO

MECHANICAL, ELECTRICAL &

PLUMBING DRAWINGS

COMPACTED

STONE FILL

OTH

IC

KN

ES

S M

A

TC

H E

X.

S

LA

B

M

IN

4"

4" MIN

6" M

IN

VAPOR RETARDER

FOUNDATIONS

1. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF FOUNDATION WALLS TO PREVENT MOVEMENTS DUE TO UNBALANCED EARTH PRESSURE. WHERE EARTH IS ON ONE SIDE ONLY, BACKFILLING AND COMPACTION SHALL NOT START UNTIL FLOOR SLAB OR ADEQUATE BRACING IS PROVIDED FOR WALL SUPPORT (EXCEPT AT RETAINING

WALLS).

2. ALL FOOTINGS ARE TO REST ON UNDISTURBED NATURAL SOIL, AS DEFINED IN THE SPECIFICATIONS, OR CONTROLLED COMPACTED FILL, REGARDLESS OF ELEVATIONS SHOWN ON DRAWINGS. FOOTING BOTTOM ELEVATIONS SHALL NOT BE

HIGHER THAN INDICATED ON THE FOUNDATION PLAN, NOR LESS THAN 3'-6" BELOW FINISH GRADES.

3. IF FILL MATERIALS ARE ENCOUNTERED AT FOOTING BEARING ELEVATIONS, ALL FILL MATERIAL SHALL BE EXCAVATED AND DISPOSED OF LEGALLY OFF-SITE. THE OVER EXCAVATION SHALL BE BACKFILLED WITH CONTROLLED COMPACTED FILL TO THE

BOTTOM OF FOOTING ELEVATION AS REQUIRED.

4. ALL CONTROLLED COMPACTED BACKFILL UNDER FOOTINGS AND WITHIN THE FOOTPRINT OF THE STRUCTURE SHALL BE

COMPACTED TO 95% OF THE MODIFIED OPTIMUM DENSITY.

5. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE AT LEAST 3'-6" BELOW FINISHED GRADE. PRIOR TO PROCEEDING WITH

FOOTING EXCAVATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF FINISH GRADES AND BOTTOM

OF EXTERIOR FOOTING ELEVATIONS TO MAINTAIN THE 3'-6" FROST PROTECTION.

6. ALL SOIL SURROUNDING AND UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND FROST ACTION DURING THE

COURSE OF CONSTRUCTION.

7. FOOTING BOTTOMS SHALL STEP AT THE RATE OF 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL WITH A MAXIMUM VERTICAL STEP

OF 2'-0".

8. WHERE SUBSURFACE PIPING PASSES THROUGH FOUNDATION WALLS, THE TOP OF THE FOOTINGS SHALL BE AT LEAST 8" BELOW THE INVERT ELEVATION OF THE PIPING AND CONDUITS. COORDINATE ALL INVERTS WITH MECHANICAL, PLUMBING, ELECTRICAL, AND SITE UTILITY DRAWINGS.

9. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUBSURFACE PIPING OR CONDUIT, BOTTOM OF FOOTINGS SHALL BE AT LEAST

8" BELOW INVERT ELEVATION OF PIPING OR CONDUITS.

10. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES.

11. PLACEMENT OF ALL COMPACTED FILL MATERIALS MUST BE UNDER SUPERVISION OF AN APPROVED TESTING LABORATORY

(SEE SPECIFICATIONS). CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL SUBGRADE HAS BEEN CHECKED IN PLACE

AND APPROVED BY TESTING LABORATORY.

12. EXISTING ON-SITE EXCAVATED MATERIALS SHALL NOT BE ACCEPTABLE BACKFILL MATERIAL BELOW BUILDING FOUNDATIONS, SLABS ON GRADE, OR FOR BACKFILLING OF FOUNDATION WALLS, OR WITHIN 2 FEET OF PAVEMENT GRADES UNLESS

APPROVED BY THE GEOTECHNICAL ENGINEER OF RECORD.

13. FOUNDATION DESIGN SITE PREPARATION: THE FOUNDATION DESIGN AS INDICATED ON THE STRUCTURAL DRAWINGS HAS BEEN BASED ON THE FOLLOWING SITE PREPARATION. THE SITE HAS BEEN PREPARED BY THE EXCAVATION AND REMOVAL FROM THE SITE OF ALL EXISTING FILL AND CONTAMINATED SOILS. THE FOUNDATION DESIGN IS BASED ON THE CONTROLLED

BACKFILLING OF THE SITE EXCAVATION WITH CONTROLLED FILL COMPACTED TO AT LEAST 95% OF THE MODIFIED OPTIMUM

DENSITY IN ACCORDANCE WITH ASTM D1557.

SLAB ON GRADE

1. ALL INTERIOR SLABS ON GRADE SHALL BEAR ON A 15 MIL, CLASS A, VAPOR RETARDER OVER A MINIMUM OF 4 INCHES OF 3/4" COMPACTED PROCESSED AGGREGATE FILL, OVER A MINIMUM OF 6 INCHES OF COMPACTED GRAVEL FILL.

a. ALL JOINTS OF THE VAPOR RETARDER SHALL BE SEALED WITH TAPE. TURN THE VAPOR BARRIER UP AT ALL

TERMINATIONS AGAINST FOUNDATION WALLS AND SEAL JOINT BY CONTINUOUSLY TAPING.

1. IF FILL MATERIALS ARE ENCOUNTERED SLAB SUBGRADE ELEVATIONS, ALL FILL MATERIAL SHALL BE EXCAVATED AND DISPOSED OF LEGALLY OFF-SITE. THE OVER EXCAVATION SHALL BE BACKFILLED WITH CONTROLLED COMPACTED FILL TO THE

BOTTOM OF THE SLAB SUBGRADE AS REQUIRED. ALL CONTROLLED COMPACTED BACKFILL UNDER SLABS WITHIN THE FOOTPRINT OF THE STRUCTURE SHALL BE COMPACTED TO 95% OF THE MODIFIED OPTIMUM DENSITY.

3. EXISTING ON-SITE EXCAVATED MATERIALS SHALL NOT BE ACCEPTABLE BACKFILL MATERIAL BELOW BUILDING SLABS ON

GRADE UNLESS APPROVED BY THE GEOTECHNICAL ENGINEER OF RECORD.

4. CONTRACTOR SHALL CONSOLIDATE ALL SLAB CONCRETE USING VIBRATIONAL METHODS IN CONFORMANCE WITH ACI 309, AGUIDE FOR CONSOLIDATION OF CONCRETE.

CONCRETE

MATERIALS:

CONCRETE SHALL MEET THE REQUIREMENTS OF THE EXPOSURE CATEGORY LISTED BELOW PER ACI 318 CHAPTER 19, AND SHALL HAVE THE MAXIMUM WATER TO CEMENT RATIO, TARGET AIR CONTENT AND DEVELOP STRENGTH IN 28 DAYS

AS FOLLOWS:

LOCATION EXPOSURE STRENGTH MAXIMUM WATER TARGET AIR

CATEGORY (PSI) TO CEMENT RATIO CONTENT

FOUNDATIONS F2 4500 0.45 6%

SLABS ON GRADE F0 3500 N/A N/A

EXTERIOR CONCRETE

MATS AND SLABS ON

GRADE F2 4500 0.45 6%

* INCLUDES ANY EXTERIOR CONCRETE PADS, SLABS, ETC. NOTED ON THE STRUCTURAL DRAWINGS. REFER

TO SITE CONCRETE SPECIFICATIONS FOR ALL OTHER EXTERIOR CONCRETE REQUIREMENTS.

1. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS MUST FOLLOW ACI 318-19.

2. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ACI GUIDELINES FOR HOT AND COLD WEATHER CONCRETE

AND SHALL SUBMIT PROCEDURES FOR RECORD PRIOR TO COMMENCING WORK.

3. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

4. NO TACK WELDING OF REINFORCING WILL BE PERMITTED

5. UNLESS NOTED OTHERWISE, ALL LAP SPLICES SHALL BE CLASS B, IN ACCORDANCE WITH ACI 318-19.

6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185

7. WIRE MESH REINFORCEMENT MUST LAP ONE MESH SIZE AT SIDES AND ENDS AND BE WIRED TOGETHER.

8. WELDED WIRE FABRIC SIDE LAPS SHALL BE STAGGERED TO AVOID FOUR MESH THICKNESS AT COINCIDING

END LAP AND SIDE LAP LOCATION.

9. NO CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0.1% CHLORIDE BY WEIGHT OF

ADMIXTURES SHALL BE USED IN THE CONCRETE.

10. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE AT LEAST 3'-6" BELOW FINISHED GRADE. PRIOR TO

PROCEEDING WITH FOOTING FORMWORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF BOTTOM OF EXTERIOR FOOTING ELEVATIONS WITH THE FINISH GRADES AND MAINTAINING THE 3'-6" FROST PROTECTION. WHERE SUBSURFACE PIPING PASSES THROUGH FOUNDATION WALLS, THE TOP OF FOOTINGS SHALL BE AT LEAST 8" BELOW THE INVERT ELEVATION OF THE PIPING AND CONDUITS.

COORDINATE ALL INVERTS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, SITE AND SITE

UTILITY DRAWINGS. PIPING OR CONDUITS SHALL NOT PASS THROUGH COLUMNS OR PIERS.

11. ALL HORIZONTAL STEEL SHOWN IN SECTIONS AND DETAILS SHALL BE CONTINUOUS, UNLESS OTHERWISE

NOTED. ALL LAPS SHALL BE CLASS AB@ SPLICES IN ACCORDANCE WITH ACI 318. PROVIDE 90 DEGREE HOOKS ORIENTED VERTICALLY IN WALL AT LOCATIONS WHERE HORIZONTAL REINFORCING IS INTERRUPTED BY

TOP OR BOTTOM OF WALL STEPS OR AT WALL ENDS THAT DO NOT OCCUR AT WALL CORNERS.

12. AT INTERSECTIONS OF REINFORCED CONCRETE WALLS, PROVIDE CORNER DOWELS OF SAME SIZE AND AT

THE SAME SPACING AS THE SMALLER HORIZONTAL REINFORCING. DOWELS SHALL HAVE A CLASS B LAP

WITH HORIZONTAL REINFORCING IN EACH DIRECTION.

13. PROVIDE DRILLED AND EPOXIED DOWELS OF SAME SIZE TO MATCH NEW REINFORCING WHERE NEW

CONSTRUCTION ABUTS EXISTING CONCRETE CONSTRUCTION. LENGTH SHALL BE THE REQUIRED

EMBEDMENT DEPTH PER THE ANCHOR BOLT/EPOXY MANUFACTURER PLUS A CLASS B LAP SPLICE FOR THE

SIZE OF BAR.

14. ALL KEYS IN CONCRETE WALLS SHALL BE 2 X 4 UNLESS NOTED OTHERWISE.

15. SEE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, SITE UTILITY AND EQUIPMENT DRAWINGS FOR

CONCRETE PADS, SLEEVES, OPENINGS, RECESSES, AND BUILT-IN WORK IN CONCRETE ELEMENTS.

16. THE CONTRACTOR SHALL FURNISH, LOCATE AND INSTALL ALL ACCESSORIES FOR PROPER ANCHORAGE OF WOOD AND METAL FRAMING, WOOD BLOCKING, BRICK WORK AND MASONRY UNITS. THEY SHALL BE

SOLELY RESPONSIBLE FOR FURNISHING, LOCATING AND ENSURING PROPER QUANTITY OF ALL FASTENING

DEVICES.

17. PROVIDE CLEARANCE FROM EDGE OF REINFORCING TO EDGE OF CONCRETE AS FOLLOWS:

FOOTINGS (AGAINST EARTH) 3"

BEAMS (LONGITUDINAL REINFORCING) 2"

COLUMNS AND PIERS (VERTICAL REINFORCING) 2"

WALLS, EXTERIOR FACE (#5 AND SMALLER) 1 1/2"

WALLS, EXTERIOR FACE (#6 AND LARGER) 2"

SLABS (INTERIOR) 3/4"

SLABS (EXTERIOR) 1 1/2"

SLABS ON GRADE (W.W.F.) 1/3 X THK. FROM TOP SURFACE

18. JOINTS NOT INDICATED ON THE DRAWINGS SHALL BE MADE SO AS TO LEAST IMPAIR THE STRENGTH OF

THE STRUCTURE. THERE SHALL BE NO HORIZONTAL JOINTS IN BEAMS OR SUSPENDED SLABS.

19. REINFORCING STEEL SHOP DRAWINGS SHALL INDICATE THE SEQUENCE IN WHICH LAYERS OF CROSSING REINFORCING SHOULD BE PLACED, IN ORDER TO PRODUCE THE CORRECT OUTERMOST LAYER AS INDICATED

ON THE DRAWINGS.

20. ALL REINFORCING, THREADED RODS OR BOLTS INDICATED TO BE DRILLED AND EPOXIED SHALL UTILIZE HILTI

HIT-HY200 ADHESIVE OR APPROVED EQUAL.

1. COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR QUANTITY, SIZE AND LOCATION.

2. CONCRTRE STREGTH EQUALS 3,500 PSI AT 28 DAYS.

EXISTING CONCRETE

SLAB ON GRADE

D R

A W

IN

G

S

R

EF

ER

T

O M

EC

H

'L

1" C

LE

A

R

6X6-W2.9XW2.9 W.W.F

5/8"Ø AB'S @18" O.C.

DRILL AND EPOXY

MECHANICAL UNIT

REFER TO MECHANICAL

DRAWINGS

NUT (TYPICAL)

3" E

M B

ED

INTENTIONALLY ROUGHEN

SURFACE

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

MEP & DOOR REPLACEMENTS

BROOKLYN COMMUNITY CENTER

31 TIFFANY STREET

BROOKLYN, CT

ISSUED FOR BID

25-135

10/16/2026

As indicated

/1

/2

:0

:3

A

M

S101

SECTIONS, TYPICAL DETAILS, AND

GENERAL NOTES

A. Close

3/4" = 1'-0" REFERENCE DWG: 1 / S1001 SECTION: STAIR REPLACEMENT ALTERNATE

3/4" = 1'-0" REFERENCE DWG: 1 / S1002 SECTION: STAIR REPLACEMENT ALTERNATE

3/4" = 1'-0"3 TYPICAL SPALL REPAIR

3/4" = 1'-0"5 TYPICAL DETAIL OF PIPE PENETRATIONS BELOW EXISTING WALL FOOTING

3/4" = 1'-0"4 TYPICAL FOUNDATION WALL INFILL

3/4" = 1'-0"6 TYPICAL MASONRY WALL INFILL

3/4" = 1'-0"7 TYPICAL DETAIL FOR NEW UTILITIES BELOW EX. SLAB ON GRADE.

3/4" = 1'-0"8 TYPICAL CONCRETE EQUIPMENT ON EXISTING SLAB ON GRADE DETAIL

ROOF CONSTRUCTION NOTES:

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING FRAMING SIZES, SPACING AND LOCATIONS

PRIOR TO SUBMITTING SHOP DRAWINGS

A B C D E

EX. WOOD TRUSS AT

24' O.C. V.I.F.

EX. WOOD TRUSS AT

24' O.C. V.I.F.

EX

. W

O O

D T

R U

S S

A T

' O

.C . V

.I.

F.

EX

. W

O O

D T

R U

S S

A T

' O

.C . V

.I.

F.

EX. WOOD TRUSS AT

24' O.C. V.I.F.

EX. W8

EX

. W

EX

. W

EX. W8

S102

S102

S102

S102

S102

S102

S102

S102

PROVIDE CONNECTION

OF WF FRAMING TO

EXISTING COLUMN

SIMILAR TO 3/S102

PROVIDE CONNECTION

OF WF FRAMING TO

EXISTING COLUMN

SIMILAR TO 3/S102

PROVIDE CONNECTION

OF WF FRAMING TO

EXISTING COLUMN

SIMILAR TO 3/S102

PROVIDE CONNECTION

OF WF FRAMING TO

EXISTING COLUMN

SIMILAR TO 3/S102

A

EXISTING TIE. V.I.F.

ALL TRUSSES HAVE A TIE TO THE

WALL PLATE. IF EXISTING TRUSSES DO

NOT HAVE A TIE, PROVIDE A SIMPSON

H3 FROM TRUSS TO WALL PLATE

EXISTING WOOD PLATE

EXISTING THREADED ROD CONNECTOR. MULTIPLE

LOCATIONS WERE OBSERVED WHERE CONNECTOR

DID NOT HAVE A NUT. AT THESE LOCATIONS

PROVIDE A WASHER AND NUT. IF EXISTING

ROD WILL NOT ACCEPT A NUT PROVIDE A NEW

5/8"Ø HAS THREADED ROD 6" FROM THE EXISTING

THREADED ROD. CONNECT TO EXISTING

WALL WITH HILTI HIT-HY 270 EPOXY. PROVIDE

2X2X1/4 PLATE WASHER BETWEEN

NUT AND WOOD PLATE.

EXISTING WOOD TRUSS

B

EXISTING CONCRETE COLUMN

V.I.F.

EXISTING WOOD PLATE

TO REMAIN.

MAG-DRILL EXISTING FLANGE. INSTALL NEW

1/2"Ø A307N BOLT AT 24" O.C. THROUGH

EXISTING PLATES AND BEAM FLANGE.

PROVIDE 2X2X1/4 PLATE WASHER BETWEEN

NUT AND WOOD PLATE. STANDARD

WASHER IS ACCEPTABLE AGAINST STEEL.

EXISTING WOOD TRUSS

PROVIDE NEW SIMPSON H2.5A

FROM EACH TRUSS TO SUPPORTING PLATE

EXISTING STEEL BEAM

V.I.F.

NEW L6X4X3/8X0'-7" LLH

INSTALL (2)-5/8"Ø HAS THREADED RODS INTO EX.

CONCRETE

COLUMN WITH HILTI HIT-HY 200 (6" EMBED)

ANCHORS TO BE 4" APART.

MAG-DRILL EXISTING BEAM WEB AND INSTALL

(2)-3/4" A325N BOLTS.

PROVIDE NUT ABOVE AND BELOW ANGLE.1 1/2"

PROVIDE NEW SIMPSON H2A

FROM EACH TRUSS TO SUPPORTING TRUSS

ROOF EAVE

16' - 8"

EXISTING CONCRETE COLUMN

V.I.F.

EXISTING WOOD PLATE

TO REMAIN.

MAG-DRILL EXISTING FLANGE. INSTALL NEW

1/2"Ø A307N BOLT AT 24" O.C. THROUGH

EXISTING PLATES AND BEAM FLANGE.

PROVIDE 2X2X1/4 PLATE WASHER BETWEEN

NUT AND WOOD PLATE. STANDARD

WASHER IS ACCEPTABLE AGAINST STEEL.

EXISTING WOOD TRUSS

PROVIDE NEW SIMPSON H2.5A

FROM EACH TRUSS TO SUPPORTING PLATE

EXISTING STEEL BEAM

V.I.F.

NEW L6X4X3/8X0'-7" LLH

INSTALL (2)-5/8"Ø HAS THREADED RODS INTO EX. CONCRETE

COLUMN WITH HILTI HIT-HY 200 (6" EMBED) ANCHORS TO BE 4" APART.

MAG-DRILL EXISTING BEAM WEB AND INSTALL (2)-3/4" A325N BOLTS.

PROVIDE NUT ABOVE AND BELOW ANGLE.

1 1/2"

GENERAL

1. GOVERNING CODE: 2022 STATE OF CONNECTICUT BUILDING CODE, (2021 INTERNATIONAL BUILDING CODE).

1. DESIGN LOADS: TOWN OF BROOKLYN

3. CONSTRUCTION LIVE LOADS: 20 PSF

a. ROOF LOAD:

ROOF SNOW LOAD CRITERIA:

Pg = 35 PSF

Ce = 0.9 Is = 1.0

Ct= 1.1

Pf = 24.23 PSF

WITH INCREASES FOR SNOW DRIFTING, UNBALANCES AND SLIDING PER SECTION 1608 (2021 IBC).

MINIMUM ROOF LIVE LOAD = 30 PSF

ROOF DEAD LOAD = 15 PSF

b. WIND LOAD CRITERIA: SECTION 1609 (2021 IBC)

ULTIMATE WIND SPEED VU = 125 MPH

NOMINAL DESIGN WIND VASD = 97 MPH

RISK CATEGORY II, Iw = 1.0

EXPOSURE CLASSIFICATION "B".

MINIMUM WIND LOAD ON PRIMARY STRUCTURE = 16 PSF

WIND LOADS ON SECONDARY ELEMENTS SHALL CONFORM WITH ASCE 7-16.

COMPONENT AND CLADDING DESIGN WIND PRESSURES:

ROOF ZONE 1: POSITIVE: 22.59 PSF

NEGATIVE: -40.57 PSF

ROOF ZONE 2e,2r: POSITIVE: 22.59 PSF

NEGATIVE: -55.97 PSF

ROOF ZONE 3e,3r: POSITIVE: 16.00 PSF

NEGATIVE: -37.00 PSF

WALL ZONE 4: POSITIVE: 30.3 PSF

NEGATIVE: -32.9 PSF

WALL ZONE 5: POSITIVE: 30.3 PSF

NEGATIVE: -40.6 PSF

ROOF OVERHANG ZONE 2: -67.01 PSF

ROOF OVERHANG ZONE 3: -79.85 PSF

DESIGN WIND PRESSURE IS COMPUTED BASED ON ULTIMATE WIND SPEED USING 10 SQUARE FOOT OF AREA.

c. SEISMIC LOAD CRITERIA: AS PER SECTION 1613 (2021 IBC) WITH:

RISK CATEGORY = II

SEISMIC IMPORTANCE FACTOR, Ie = 1.0

Ss = 0.184g, S1 = 0.054g

SOIL SITE CLASS = D, DEFAULT

SPECTRAL RESPONSE COEFFICIENTS, Sds = 0.197G, Sd1 = 0.087g

SEISMIC DESIGN CATEGORY, B

PROVIDED FOR SECONDARY COMPONENTS ONLY, BUILDING FRAME NOT IMPACTED BY SCOPE OF WORK.

d. ASSUMED BEARING PRESSURE ON UNDISTURBED SOIL: 3000 PSF

4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THE GENERAL STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN.

5. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE

CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT.

a. THE CONTRACTOR SHALL PROVIDE SHORING CALCULATIONS AND SHORING DRAWINGS, INDICATING THE WORK TO

BE PROVIDED, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CONNECTICUT.

6. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL

PHASES OF CONSTRUCTION.

7. SHOP DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR AND SUBCONTRACTOR AND BEAR CHECKER'S INITIALS BEFORE

BEING SUBMITTED TO THE ARCHITECT FOR APPROVAL.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ANGLES AND EXISTING CONDITIONS BEFORE PROCEEDING

WITH ANY WORK.

9. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND SIMILAR SITUATIONS

THROUGHOUT THE BUILDING, UNLESS OTHERWISE SPECIFICALLY NOTED.

10. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO SUBMITTING THEIR BID FOR REFERENCE TO ALL NOTES ON ARCHITECTURAL DRAWINGS REFERRING TO “SEE STRUCTURAL DRAWINGS”. IF THE SIZE OF ELEMENTS AND DETAILING OF MEMBERS IS NOT INDICATED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO REQUEST

THE MISSING INFORMATION IN PREPARATION OF THEIR BID. THESE REFERENCED ITEMS SHALL BE PART OF THE BASE BID.

11. IN CASES OF DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND SUBMITTED SHOP DRAWINGS, THE CONTRACT

DOCUMENTS SHALL GOVERN INSTALLATION OF MATERIALS.

12. WOOD BLOCKING THAT IS NOT PART OF THE PRIMARY STRUCTURAL FRAME IS NOT OWNED BY MHAI. THE GENERAL CONTRACTOR OR CONSTRUCTION MANAGER IS RESPONSIBLE FOR COORDINATING THE PARTIES THAT OWN THE BLOCKING, INCLUDING THE CONNECTION OF THE BLOCKING TO ANY SUPPORTING MATERIAL. THIS INCLUDES BUT IS NOT LIMITED TO:

BLOCKING BELOW MECHANICAL EQUIPMENT, BLOCKING FOR ROOFING ATTACHMENT, AND BLOCKING FOR WINDOW SYSTEM

CONNECTIONS

CONTRACTOR’S DELEGATED DESIGN

1. CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CONNECTICUT TO

PERFORM THE DESIGN OF THE FOLLOWING:

1. TEMPORARY SHORING OF EXISTING STRUCTURAL MEMBERS.

2. ALL NON-STRUCTURAL EQUIPMENT ATTACHMENT TO SUPPORTING STRUCTURE, THIS INCLUDES BUT IS NOT

LIMITED TO MECHANICAL CURB ATTACHMENTS, HANGING CONNECTIONS OF MEP ITEMS, ETC.

2. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY THE ENGINEER AND SUBMITTED FOR REVIEW.

WOOD FRAMING

1. CONNECTIONS AND FASTENINGS: ALL MEMBERS SHALL BE FASTENED AT THEIR JUNCTIONS WITH APPROVED CONNECTORS, SPIKES, NAILS, STRAPS, OR OTHER DEVICES. ALL CONNECTORS AND FASTENERS FOR USE WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED, GALVANIZED OR STAINLESS STEEL. ALL BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL

BE HOT DIPPED, GALVANIZED OR STAINLESS STEEL.

2. PROVIDE A MINIMUM 0.131 x 3” COMMON WIRE NAIL FOR ALL FRAMING. NAILING SHALL BE IN ACCORDANCE WITH THE "FASTENING SCHEDULE", IN CHAPTER 23 OF THE 2021 IBC CODE PER THE STATE OF CONNECTICUT BUILDING CODE.

3. ALL PREFABRICATED STEEL CONNECTORS INDICATED ON THE DRAWINGS SHALL BE AS MANUFACTURED BY SIMPSON

STRONG-TIE OR APPROVED EQUAL. ALL SUBSTITUTIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT ON THE PROJECT. CONTRACTOR SHALL ANTICIPATE THE LEAD TIMES REQUIRED FOR OBTAINING THE CONNECTORS INDICATED ON THE

DRAWINGS AND ALLOW SUFFICIENT TIME TO ORDER AND OBTAIN IN ORDER AS TO NOT DELAY THE WORK.

POST-INSTALLED ANCHORS

1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR

TYPES OR APPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH THEIR RESPECTIVE ICC-ES REPORT AND MANFACTURER’S

PUBLISHED INSTALLATION INSTRUCTIONS:

*SAFE SET CONSISTS OF HOLLOW DRILL BIT WITH HILTI VC SYSTEM

2) EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED REINFORCING BARS SHALL CONSIST OF THE FOLLOWING ADHESIVE ANCHOR TYPES OR APPROVED EQUAL WITH APPROVAL FOR DEVELOPMENT OF BAR USING ACI PROVISIONS FOR

EMBEDMENT DEPTHS GREATER THAN 20 BAR DIAMETERS AND INSTALLED IN ACCORDANCE WITH THEIR RESPECTIVE ICC-ES

REPORT AND MANFACTURER’S PUBLISHED INSTALLATION INSTRUCTIONS

*SAFE SET CONSISTS OF HOLLOW DRILL BIT WITH HILTI VC SYSTEM

3) FOR ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY THE CONTRACTOR SHALL PERFORM A PULL TEST ON 5% OF ALL ANCHORS TO VALIDATE THAT THE ANCHORS ACHIEVE THE MINIMUM TENSION CAPACITY SPECIFIED IN ESR-4144. AN ADDITIONAL 20% OF ALL ANCHORS SHALL BE TESTED USING A CALIBRATED TORQUE WRENCH TO A MINIMUM 60 FT-LBS TORQUE. TESTING SHALL BE PERFORMED AT RANDOM AND VARIED LOCATIONS THROUGHOUT THE PROJECT WHERE ANCHORS

ARE INSTALLED

4) ALL ANCHORS INTO CONCRETE SHALL BE INSTALLED AFTER THE CONCRETE HAS ACHIEVED IT'S 28-DAY DESIGN STRENGTH, BUT NOT LESS THAN 21 DAYS AFTER CONCRETE PLACEMENT.

5) ALL ADHESIVE ANCHORS INSTALLED IN THE HORIZONTAL, UPWARD INCLINED, AND OVERHEAD ORIENTATIONS SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION PER ACI. OVERHEAD ADHESIVE ANCHORS SHALL BE INSTALLED USING THE

HILTI PROFI PISTON PLUG SYSTEM.

6) ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT IN BOTH DRY AND WATER SATURATED CONCRETE, INCLUDING AN ICC-ES REPORT SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE, SEISMIC USE, LOAD RESISTANCE, INSTALLATION CATEGORY, IN-SERVICE

TEMPERATURE, INSTALLATION TEMPERATURE, ETC.

7) USE OF DIAMOND CORE BIT WITH ROUGHENING TOOL REQUIRES APPROVAL FROM ENGINEER OF RECORD PRIOR TO DRILLING.

UNLESS OTHERWISE SHOWN IN THE DRAWINGS. ALL HOLES SHALL BE DRILLED PERPENDICULAR TO THE CONCRETE SURFACE.

8) FOR PROJECTS MEETING IBC 2012 OR LATER, ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION IS REQUIRED FOR ALL INSTALLERS OF ADHESIVE ANCHORS IN HORIZTONAL OR UPWARDLY INCLINED ORIENTATION. THE HILTI ADHESIVE ANCHOR

INSTALLER CERTIFICATION PROGRAM (HAAICP) IS AN APPROVED EQUIVALENT.

9) CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ON-SITE ANCHOR INSTALLATION

TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. CONTRACTOR SHALL SUBMIT DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL INSTALLING ANCHORS HAVE RECEIVED THE REQUIRED TRAINING PRIOR TO THE

COMMENCEMENT OF WORK.

10) ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

11) CONTINOUS OR PERIODIC SPECIAL INSPECTION FOR POST INSTALLED ANCHORS SHALL BE PERFORMED IN ACCORDANCE WITH

SECTION 4.3/4.4 OF THE ICC-ES REPORT FOR THE INDIVIDUAL ANCHOR. SPECIAL INSPECTOR SHALL BE NOTIFIED PRIOR TO

COMMENCEMENT OF WORK TO COORDINATE INSPECTION EFFORTS.

12) THE DESIGN OF STRAIGHT POST-INSTALLED REINFORCING BARS SHALL BE PERFORMED PER THE DEVELOPMENT AND SPLICE REQUIREMENTS OF THE ACI 318 BUILDING CODE REQUIREMENTS. THE POST-INSTALLED REINFORCING BAR SYSTEM IS AN ALTERNATIVE TO CAST-IN-PLACE REINFORCING BARS GOVERNED BY ACI 318 AND IBC CHAPTER 19. SUBSTITUTION REQUESTS

FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. THE

ADHESIVE SYSTEM SHALL BE QUALIFIED FOR DEVELOPMENT LENGTH APPLIATION.

13) EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS

NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL

DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE

CONCRETE ANCHORS, BY HILTI PS 1000 OR OTHER GPR, X-RAY, CHIPPING OR OTHER MEANS.

STRUCTURAL STEEL

MATERIALS:

STRUCTURAL STEEL ASTM A 36

ALL W SHAPES ASTM A 992, GR.50

STRUCTURAL STEEL TUBING ASTM A500, GRADE C

STRUCTURAL STEEL PIPE ASTM A53, GRADE B

BOLTS ASTM A325

ANCHOR BOLTS ASTM F1554, GRADE 36

WELDING ELECTRODE ASTM E 70

WELDABLE REBAR ASTM A706, GRADE 60

1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO AMERICAN INSTITUTE OF STEEL

CONSTRUCTION SPECIFICATION, AISC 360-10. ALL REACTIONS SHOWN ON PLAN HAVE BEEN DEVELOPED USING ALLOWABLE

STRESS DESIGN.

2. WELDING SHALL CONFORM TO THE CODE FOR "ARC AND GAS WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN

WELDING SOCIETY. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER.

3. FOR MISCELLANEOUS STEEL NOT SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL

DRAWINGS.

4. CONNECTIONS:

MINIMUM CONNECTION ANGLE THICKNESS SHALL BE 5/16". MINIMUM SHEAR PLATE IS 3/8”.

CONNECTIONS SHALL BE MADE USING 3/4" DIAMETER ASTM A325 BOLTS (SNUG TIGHT OR SLIP CRITICAL) OR WELDS, UNLESS NOTED OTHERWISE. IF TENSION CONTROL BOLTS ARE USED, CONNECTIONS SHALL BE DESIGNED

FOR SLIP CRITICAL BOLT ALLOWABLE LOAD VALUES USING CLASS A FAYING SURFACE.

USE LARGER OF 1/4" FILLET WELDS OR MINIMUM SIZE PER AISC REQUIREMENTS WHERE NO WELD SIZE IS SHOWN

ON DRAWINGS.

WELDS IN EXCESS OF 24" IN LENGTH SHALL BE 3" STITCH WELDS AT 8" ON CENTERS, UNLESS SPECIFICALLY

SHOWN ON DRAWINGS TO BE CONTINUOUS.

5. NO WELDING OR FINAL BOLTING…