Drawings Volume 1 of 1.pdf.crdownload

TENITSUS

TILUTSNART

IUQ

LOCATION PLAN

SITE PLAN

DAS LAND ID: 13755 FACULTY ID: 63400

DEPARTMENT OF ADMINISTRATIVE SERVICES

MICHELLE H. GILMAN

COMMISSIONER

GOVERNOR NED LAMONT

PROJECT NO. BI-2B-455

395 W. MAIN STREET STRUCTURAL UPGRADES

395 WEST MAIN STREET,

WATERBURY, CONNECTICUT

STATE OF CONNECTICUT

BID SET

DECEMBER 11, 2024

ARCHITECT

id3A, LLC

655 WINDING BROOK DR.

GLASTONBURY, CT 06033

860.657.2500

PROJECT

SITE

STRUCTURAL

Conlon Engineering, LLC

246 Federal Road, Suite B23 Brookfield, CT 06702

203.740.0990

MEP

RZ Design Associates, Inc.

750 Old Main Street, Suite 202 Rocky Hill, CT 06067

860.436.4336

WATERBURY

PROJECT

LOCATION

LIST OF DRAWINGS

GENERAL

G-000 COVER SHEET

G-001 GENERAL NOTES, SYMBOLS, LEGENDS AND ABBREVIATIONS

LS-001 CODE SHEET

ARCHITECTURAL

A-001 SITE LOGISTICS PLAN

A-101 FIRST FLOOR PLAN FOR REFERENCE

A-201 FIRST FLOOR DEMOLITION PLAN FIRST FLOOR REFLECTED CEILING PLAN

A-610 CEILING DETAILS

STRUCTURAL

S-101 PARTIAL SECOND FLOOR FRAMING STRENGTHENING PLAN, GENERAL NOTES AND MATERIAL SPECIFICATIONS

S-200 TYPICAL DETAILS AND SECTIONS

FIRE PROTECTION

FPD-101 FIRST FLOOR FIRE PROTECTION DEMOLITION AND REINSTALLATION PLAN

MECHANICAL

MPD-101 FIRST FLOOR MECHANICHAL AND PLUMBING DEMOLITION AND REINSTALLATION PLAN

ELECTRICAL

E-001 ELECTRICAL GENERAL INFORMATION

E-101 ELECTRICAL LIGHTING PLANS

E-201 ELECTRICAL POWER PLANS

AV

ACONC

ASCC

ACE

ACST

AD

ADJ

ADR

AF

AFF

AGGR

AL

ANDZ

AP

APPROX

ARCH

ASP

ACT

AUTO

AUX

AUDIO VISUAL

ARCHITECTURAL CONCRETE

ARCHITECTURAL SELF-CONSOLIDATING CONC

ACCESS CONTROL EQUIPMENT

ACOUSTICAL

AREA DRAIN

ADJACENT

ACCESS DOOR

ACCESS FLOOR

ABOVE FINISHED FLOOR

AGGREGATE

ALUMINUM

ANODIZED

ACCESS PANEL

APPROXIMATE(LY)

ARCHITECT(URAL)

ASPHALT

ACOUSTIC CEILING TILE

AUTOMATIC

AUXILARY

BO

BCL

BD

BEV

BF

BG

BLDG

BLK

BM

BME

BRK

BRZ

BSMT

BOTTOM OF

LOCAL CONTROL PANEL

BOARD

BEVELED

BASEMENT FUNCTIONS

BUMPER GUARD

BUILDING

BLOCK (WOOD BLOCKING)

BEAM

BUILDING MANTAINANCE EQUIPMENT

BRICK

BRONZE

BASEMENT

CB

CBD

CCTV

CF

CG

CJ

C

CLG

CLG HT

CLO

CLR OPNG

CMU

CO

COL

CONC

CONN

CONSTR

CONT

CONTR

CONV

CORR

CP

CPT

CR

CS

CT

CTR

CU

CW

CATCH BASIN

CEMENT BOARD

CLOSED CIRCUIT TELEVISION

CONCRETE FILL

CORNER GUARD(S)

CONTROL JOINT

CENTER LINE

CEILING

CEILING HT

CLOSET

CLEAR OPENING

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONNECT(ION)

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CONVECTOR

CORRIDOR

CEMENT PLASTER

CARPET(ED)

CONCRETE RENDER

CONCRETE SEALER

CERAMIC TILE

CENTER

CUBIC

CURTAIN WALL

E

EA

EB

EC

ED

EGR

EHD

EJ

EL

ELAST

ELEC

ELEC CL

ELEV

ELL

EM

EMER

ENCL

ENTR

EQ

EQPT

ESC

EWC

EXH

EXP

EXPN

EXST

EXT

EAST

EACH

ELECTRIC BOILER

EXPOSED CONSTRUCTION

ELECTRICAL DEVICE

EXTENSIVE GREEN ROOF SYSTEM

ELECTRIC HAND DRYER

EXPANSION JOINT

ELEVATION

ELASTOMERIC

ELECTRICAL

ELECTRICAL CLOSET

ELEVATOR

ELLIPSE

ENTRANCE MAT

EMERGENCY

ENCLOSURE / ENCLOSE(D)

ENTRANCE

EQUAL

EQUIPMENT

ESCALATOR

ELECTRIC WATER COOLER

EXHAUST

EXPOSED

EXPANSION

EXISTING

EXTERIOR

FA

FAAP

FAB

FAF

FAI

FAP

FBP

FD

FDMPR

FDN

FDVC

FE

FEC

FF

FFL

FH

FHC

FHR

FIN

FIN FL

FIN GR

FLEX

FLG

FLMT

FLR

FO

F.O.F.

FR

FRM

FRTW

FS

FSS

FSE

FT

FTG

FWP

FIRE ALARM

FIRE ALARM ANNUNCIATOR PANEL

FABRIC

FLUID APPLIED FLOORING

FRESH AIR INTAKE

FOR ALL POINTS

FABRIC PANEL

FLOOR DRAIN

FIRE DAMPER

FOUNDATION

FIRE DEPARTMENT VALVE CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FLOATING FLOOR

FINISH FLOOR LEVEL

FIRE HYDRANT

FIRE HOSE CABINET

FIRE HOSE RACK (REEL)

FINISHED

FINISH FLOOR

FINISH GRADE

FLEXIBLE

FLASHING

FLUSH MOUNTED

FLOOR(S)

FINISHED OPENING

FACE OF FINISH

FIRE RETARDANT / RATING / RESISTANT

FRAME

FIRE RETARDANT TREATED WOOD

FULL SIZE

FIRE STOPPING SYSTEM

FOOD SERVICE EQUIPMENT

FEET (FOOT)

FOOTING

FABRIC WRAPPED PANEL

G

GA

GALV

GB

GFRC

GFRG

GG

GH

GI

GL

GLSB

GL BLK

GND

GP

GR

GS

GAS

GUAGE

GALVANIZED

GRAB BAR

GLASS FIBER REINFORCED CONCRETE

GLASS FIBER REINFORCED GYPSUM

GLAZING GASKET

GUARD HOUSE(S)

GALVANIZED IRON

GLASS

GLAZED SHADOW BOX

GLASS BLOCK

GROUND

GYPSUM BOARD

GRANITE

GRASS

HB

HD

HDW

HEX

HM

HDRL

HORIZ

HP

HPT

HQ

HR

HT

HVAC

HOSE BIB

HEAD

HARDWARE

HEXAGON(AL)

HOLLOW METAL

HANDRAIL

HORIZONTAL

HEDGE

HIGH POINT

HEADQUARTERS

HOUR

HEIGHT

HEATING, VENTILIATING, AIR CONDITIONING

ID

II

INCL

INFO

INSUL

INTR

ISO

INSIDE DIAMETER

INDUSTRIAL INFRASTRUCTURE

INCLUDE(D) / INCLUSIVE / INCLUDING

INFORMATION

INSULATION

INTERIOR

ISOLATE(D) / ISOLATION

JC

JF

JG

JMB

JT

JANITOR CLOSET

JOINT FILLER

JOINT GASKET

JANITOR MOP BASIN

JOINT

L

LAB

LAM

LAQ

LAV

LB(S)

LF

LH

LONG

LP

LPT

LS

LTG

LVL

LVR

LEATHER

LABORATORY

LAMINATE

LACQUER PANELS

LAVATORY

POUNDS

LIGHT FIXTURE

LEFT HAND

LONGITUDUNAL

LIGHTNING PROTECTION

LOW POINT

LIMESTONE

LIGHTING

LEVEL

LOUVER

MAINT

MACH

MATL

MAX

MECH

MED

MEZZMFR

MFR

MH

MIN

MISC

ML

MLWK

MO

MOD

MP

MR

MRH

MRV

MTD

MTL

MUL

MAINTAIN / MAINTANENCE

MACHINE

MATERIAL

MAXIMUM

MECHANICAL

MEDIUM

MEZZANINE

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

METAL LATH

MILLWORK

MASONRY OPENING

MODULE

METAL PANEL

MARBLE

MIRROR HORIZONTAL

MIRROR VERTICAL

MOUNTED

METAL

MULLION

OA

OC

OD

OF

OFD

OFF

OPNG

OPP

OPPH

OPR

OVERALL

ON CENTER

OUTSIDE DIAMETER

OFFICE INFRASTRUCTURE

OVERFLOW DRAIN

OFFICE

OPENING

OPPOSITE

OPPOSITE HAND

OPERATING / OPERABLE

PA

PAR

PART

PAV

PB

PC

PERF

PERP

PFP

PGL

PL

PLAM

PLAS

PLBG

PLSTC

PLYWD

PNEU

PNL

POL

PR

PREFAB

PROJ

PROP

PSF

PSI

PTD

PTN

PVG

PWR

PUBLIC ADDRESS

PARALLEL

PARTIAL

PAVERS

PLASTERBOARD

PRECAST CONCRETE

PERFORATED

PERPENDICULAR

PREPARED FOR PAINT

PLEXIGLAS

PLATE

PLASTIC LAMINATE

PLASTER

PLUMBING

PLASTIC

PLYWOOD

PNEUMATIC

PANEL

POLISHED

PAIR

PREFABRICATE

PROJECT(S)

PROPERTY

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAINTED

PARTITION

PAVING

POWER

QT

QTY

QUARRY TILE

QUANTITY

R

RB

RCF

RCP

RD

RECT

REF

REFR

REG

REINF

REQD

REV

RF

RFA

RM

RND

RO

RH

RISER

RESILIENT BASE

RAISED COMPUTER FLOOR

REFLECTED CEILING PLAN

ROOF DRAIN

RECTANGLE

REFERENCE

REFRIGERATOR

REGISTER

REINFORCED

REQUIRED

REVISION

RESILIENT FLOORING

ROOFING ACCESSORIES

ROOM

ROUND(ED)

ROUGH OPENING

ROBE HOOK

SL

SLDG

SMR

SN

SND

SP

SPE

SPEC

SPS

SQ

SS-n

SSC

SSL

STC

STD

STL

STOR

STRUCT

SURF MTD

SUSP

SWBD

SYMM

SOIL

SLIDE / SLIDING

SHEET METAL ROOFING

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN DISPOSAL

SPECIALTY ITEM(S)

SPORTS EQUIPMENT

SPECIFICATION

SYNTHETIC POLYMER SURFACE

SQUARE

STAINLESS STEEL

SMOKE SEAL COMPOUND

STRUCTURAL SLAB LEVEL

SOUND TRANSMISSION CLASS

STANDARD

STEEL

STORAGE

STRUCTURE

SURFACE MOUNTED

SUSPENDED

SWITCHBOARD

SYMMETRICAL

T

TO

TA

TC

TD

TEL

TEMP

TER

TG

THK

THRES

TOC

TOPO

TPD

TRANS

TRAV

TYP

TREAD

TOP OF

TOILET ACCESSORIES

TRAFFIC COATING

TRENCH DRAIN

TELEPHONE

TEMPORARY

TERRAZZO

TONGUE AND GROOVE

THICK(NESS)

THRESHOLD

TOP OF CURB

TOPOGRAPHY MAP

TOILET PAPER DISPENSER

TRANSOM

TRAVERTINE

TYPICAL

UC

UNFIN

UON

UF

UPS

UR

UNDERCUT

UNFINISHED

UNLESS OTHERWISE NOTED

URBAN FURNITURE

UNINTERRUPTED POWER SUPPLY

URINAL

VAR

VB

VERT

VEST

VIF

VOL

VT

VWC

VARIES

VAPOR BARRIER

VERTICAL

VESTIBULE

VERIFY IN FIELD

VOLUME

VINYL COMPOSITION TILE

VINYL WALL COVERING

W W/ W/O

WC

WCV

WD

WDB

WDF

WDVR

WH

WOC

WP

WPG

WR

WS

WT

WV

WWF

WEST

WITH

WITHOUT

WATER CLOSET / TOILET

WALL COVERING

WOOD

WOOD BASE

WOOD FLOORING

WOOD VENEER

WALL HYDRANT

WHERE OCCURS

WORK POINT

WATERPROOFING MEMBRANE

WEATHER RESISTANT

WEATHER STRIPPING

WEIGHT

WOOD VENEER

WELDED WIRE FABRIC

AND

ANGLE

AT

NUMBER

A

B

ABBREVIATIONS

DB

DBL

DD

DEG

DEPT

DET

DF

DIA

DIAG

DIFF

DIM

DISP

DIV

DMPR

DN

DPL

DP

DR

DW

DWG

DWTR

DECIBEL

DOUBLE

DECK DRAIN

DEGREE(S)

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

AIR DIFFUSER(S)

DIMENSION

DISPENSER

DIVIDE / DIVISION

DAMPER

DOWN

DRAINAGE PANEL

DEMOUNTABLE PARTITION

DRAINAGE

DRYWALL

DRAWING

DUMBWAITER

C

D

E

F

G

H

I

J

L

M

O

P

Q

R

N

NA

NC-n

NIC

NO.

NOM

NRC

NTS

NORTH

NOT APPLICABLE

NOISE CRITERIA

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION COEFFICENT

NOT TO SCALE

N

S

S

SCHED

SCP

SD

SECT

SEG

SH

SHR

SHT

SHTHG

SI

SIM

SJ

SK

SOUTH

SCHEDULE(D)

SKIM COAT OPENING

SOAP DISPENSER

SECTION

SEGMENT(S)

SHOWER HEAD

SHOWER

SHEET

SHEATHING

SIGNAGE

SIMILAR

SEALANT JOINT

SERVICE SINK

T

U

V

W

WALL SECTION

View Name 1/8" = 1'-0"

ROOM NAME

150 SF

ROOM NAME

ROOM NUMBER

DOOR NUMBER

1T

1K

WINDOW TYPE

PARTITION TYPE

CEILING HEIGHT

FF99 EQUIPMENT TAG

ELEVATION ON

SECTIONS & DETAILS

FINISH FLOOR

10'-0"

A101

SIM

DETAIL SECTION

A101

SIM

A101

SIM

INTERIOR ELEVATION

KEY ON PLANS

REVISION TAG

0 GRID LINE

SPOT ELEVATION - PLAN

TRUE NORTH

PROJECT NORTH

ALIGN SYMBOLA

CENTER LINE

SYMBOL

VIEW REFERENCE

NORTH ARROW

SYMBOLS

A101

1 Ref

R e f

1Ref

R e f

SPOT ELEVATION - ELEVATION

MATERIAL TAGMT-99

PLAN DETAIL

BUILDING SECTION 1

A101

SIM

ACT-1

10'-0"

KEYNOTEX

drawing prepared by drawing title descriptiondatemark

BI-2B-455

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF CONSTRUCTION SERVICES

project

CAD no. project no.

date scale drawn by approved by drawing no.

AS NOTED

12/11/2024

H I S T O R Y O F S U B M I S S I O N S

R E V I S I O N S id3A, LLC.

655 WINDING BROOK DR.

GLASTONBURY, CT 06033

P:\103.08.001.rvt

GENERAL NOTES, SYMBOLS,

LEGENDS AND ABBREVIATIONS

G-001

JM

MF

DAS - 395 Main Street Structural Upgrades

395 West Main Street, Waterbury, CT 06702

05.31.24 90% CD Submission

12.11.24 BID SET

SPACE USE LEGEND

BUSINESS

@ 150

VERTICAL PENETRATIONS

Unoccupied

NOT IN SCOPE

5347 SQFT

IN SCOPE

4191 SQFT

BUSINESS

28 OCC

APPLICABLE CODES

2022 CONNECTICUT STATE BUILDING CODE CONSISTING OF THE FOLLOWING MODEL

CODES, AS AMMENDED BY THE STATE OF CONNECTICUT:

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2020 NATIONAL ELECTRICAL CODE (NFPA 70)

2017 ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES

drawing prepared by drawing title descriptiondatemark

BI-2B-455

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF CONSTRUCTION SERVICES

project

CAD no. project no.

date scale drawn by approved by drawing no.

AS NOTED

12/11/2024

H I S T O R Y O F S U B M I S S I O N S

R E V I S I O N S id3A, LLC.

655 WINDING BROOK DR.

GLASTONBURY, CT 06033

P:\103.08.001.rvt

CODE SHEET

LS-001

JM

MF

DAS - 395 Main Street Structural Upgrades

395 West Main Street, Waterbury, CT 06702

1/8" = 1'-0"

FIRST FLOOR PLAN

1 PROVIDE CONSTRUCTION ENCLOSURE

2 CONTRACTOR ACCESS

STAIRWELL MUST REMAIN CLEAR FOR EMPLOYEE EMERGENCY EGRESS.

STAIRWELL MAY BE USED FOR CONTRACTOR ACCESS, HOWEVER, EGRESS

DOORS (INTERIOR AND EXTERIOR) SHALL NOT BE IMPEDED FROM AUTOMATIC

FUNCTION AT ANY TIME, AND STAGING OF MATERIALS WITHIN THE STAIRWELL

IS STRICTLY PROHIBITED

CONTRACTOR ACCESS ROUTE

5 CONSTRUCTION ACCESS VIA WINDOW

6 ELEVATOR ACCESS AT FIRST FLOOR IS PROHIBITED DURING CONSTRUCTION

FLOOR PLAN NOTES

7 RESTROOM FOR CONTRACTOR USE ONLY

8 EMPLOYEE ELEVATOR ACCESS VIA BASEMENT LEVEL ENTRANCE DURING

CONSTRUCTION, SEE DETAIL 2/A-001

9 PROVIDE CONSTRUCTION BARRICADE WITH 3'x7' DOOR AND PANIC

HARDWARE, CLEARLY LABELED "EMERGENCY EGRESS ONLY"

10 PROTECT EXISTING LANDSCAPING

11 ELEVATED PARKING LOT AVAILIBLE FOR CONTRACTOR USE

12 EMPLOYEE EGRESS VIA BASEMENT LEVEL

13 EMPLOYEE ACCESS AND EGRESS VIA BASEMENT LEVEL ENTRANCE

DURING CONSTRUCTION

FLOOR PLAN KEYNOTES

SCOPE OF WORK

KEYNOTE

14 TEMPORARY SECURITY STATION DURING CONSTRUCTION. EMPLOYEE

ACCESS TO THE BUILDING DURING CONSTRUCTION WILL BE LIMITED AND

WILL BE ESCORTED BY SECURITY PERSONNEL AT ALL TIMES

15 RESERVED DAS EMPLOYEE PARKING SPACES

STAIR

ELEV.

ELEV.

STAIR

STAIR

DN

drawing prepared by drawing title descriptiondatemark

BI-2B-455

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF CONSTRUCTION SERVICES

project

CAD no. project no.

date scale drawn by approved by drawing no.

AS NOTED

12/11/2024

H I S T O R Y O F S U B M I S S I O N S

R E V I S I O N S id3A, LLC.

655 WINDING BROOK DR.

GLASTONBURY, CT 06033

P:\103.08.001.rvt

SITE LOGISTICS PLAN

A-001

JM

MF

DAS - 395 Main Street Structural Upgrades

395 West Main Street, Waterbury, CT 06702

WEST MAIN STREET

WEST MAIN STREET

WEST MAIN STREET

STAGING

AREA

SITE LOGISTICS PLAN

BASEMENT ELEVATOR ACCESS

1 1

A

B

C

D

E

1 2

4 5

60' - 0"

1' - 7" 12' - 9" 16' - 0" 16' - 8" 11' - 5" 1' - 7"

1'

0"

1'

CONFERENCE

1-084

CONFRENCE

1-092

VISITING

1-087

VISITING

1-083

HR

1-081

VISITING

1-086

CONFERENCE

1-089

POLICE

1-090

RR

1-091

OFFICE

1-085

WORK RM

1-088

COFFEE

1-082

OFFICE

1-096

OFFICE

1-095

OPEN OFFICE

1-097

VEST.

V-001

LOBBY

1-094

HALL

1-093

ELEV

E-001

STAIR

S-001

TYP.

TYP. TYP.

2 2

FLOOR PLAN LEGEND

FLOOR PLAN NOTES

EXISTING FULL HEIGHT PARTITION

EXISTING PARTIAL HEIGHT PARTITION

AREA NOT IN CONTRACT (NIC)

1. ALL WALLS ARE EXISTING TO REMAIN, INTERIOR PARTITION TYPES INDICATED FOR

INFORMATION ONLY AND ARE RELATED TO TOP OF THE WALL CONDITIONS ONLY

2. FLOOR PLAN IS PROVIDED FOR REFERENCE. EXISTING FINISHES SHALL BE

PROTECTED IN PLACE

1 EXISTING FULL HEIGHT PARTITION

2 EXISTING PARTITION 6" ABOVE CEILING

EXISTING LOW PARTITION 4' A.F.F.4

EXISTING PARTITION TO UNDERSIDE OF ACT

5 REMOVE WINDOW FOR CONSTRUCTION ACCESS, PROTECT

6 PROVIDE CONSTRUCTION BARRIER

FLOOR PLAN KEYNOTES

KEYNOTE TAG

drawing prepared by drawing title descriptiondatemark

BI-2B-455

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF CONSTRUCTION SERVICES

project

CAD no. project no.

date scale drawn by approved by drawing no.

AS NOTED

12/11/2024

H I S T O R Y O F S U B M I S S I O N S

R E V I S I O N S id3A, LLC.

655 WINDING BROOK DR.

GLASTONBURY, CT 06033

P:\103.08.001.rvt

FIRST FLOOR PLAN FOR

REFERENCE

A-101

JM

MF

DAS - 395 Main Street Structural Upgrades

395 West Main Street, Waterbury, CT 06702

1/8" = 1'-0"

FIRST FLOOR PLAN - FOR REFERENCE ONLY

B

C

D

E

4 5

D1

D2

D3

8'-4"

ACT1

8'-0"

ACT1

8'-0"

ACT1

8'-3"

ACT18'-2"

ACT1

8'-5"

ACT1

8'-9 1/2"

METAL

8'-3"

ACT1

7'-4"

ACT1

OFFICEWORK ROOM

VEST.LOBBY

HALL

POLICE

CONFERENCE

RR

VISITINGVISITING

HR

VISITING

CONFERENCE

CONFERENCE

COFFEE

OFFICE

OFFICE

ELEV.

D2 TYP. AT EXTERIOR WINDOWS

OPEN OFFICE

A

B

C

D

E

4 5

8'-3"

ACT2

8'-9 1/2"

ACT2

8'-2"

ACT2

8'-3"

ACT2

8'-4"

ACT3

8'-5"

ACT2

8'-2"

ACT1

8'-0"

ACT1

8'-0"

ACT2

8'-4"

ACT1

8'-0"

GYP

A

A

A-610

A-610

A

F U

LL

T

IL

E

FULL TILE

E Q

F

U

LL

T

IL

E E

Q

FULL TILE

FULL TILE

F U

LL

T

IL

E

CONFERENCE

CONFERENCE

OFFICEWORK ROOM

LOBBY VEST.

RR

CONFERENCE

VISITING VISITING

VISITINGHR

COFFEE

OFFICE

OFFICE

ELEV.

HALL

POLICE

F U

LL

T

IL

E

TYP

FULL TILE

A-610

8'-3"

ACT2

7'-4"

GYP

8" 8"

OPEN OFFICE

RCP DEMOLITION LEGEND

RCP DEMOLITION NOTES

REMOVE EXISTING LIGHT FIXTURE

EXISTING BASE BUILDING CONSTRUCTION TO REMAIN

REMOVE EXISTING LIGHT FIXTURE

REMOVE EXISTING ACOUSTICAL CEILING SYSTEM AND PADS,

INCLUDING ALL ASSOCIATED FRAMING + SUPPORTS

1. VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO BEGINNING WORK.

2. COORDINATE ACCESS POINTS AND STAGING AREAS WITH OWNER/CM PRIOR TO

BEGINNING WORK. SEE SITE LOGISTICS PLAN A-001.

3. PROVIDE TEMPORARY CONSTRUCTION BARRIERS AS REQUIRED TO PROTECT

ADJACENT. AREAS FROM CONSTRUCTION DUST AND DEBRIS

4. FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND

REMOVAL OF ITEMS SHOWN OR NOTED.

5. COORDINATE REMOVAL OF ALL MECHANICAL, ELECTRICAL AND PLUMBING RELATED

ITEMS WITH BOTH NEW AND EXISTING MEP ENGINEERING DOCUMENTS.

6. CONTRACTOR SHALL COORDINATE TEMPORARY POWER REQUIREMENTS DURING

DEMOLITION.

7. REFER TO MEP DOCUMENTS FOR REMOVAL REQUIREMENTS FOR ALL MEP DEVICES AND

ABOVE CEILING ITEMS.

8. TEMPORARILY SUPPORT ALL ITEMS SHOWN TO BE REMOVED BUT REQUIRED TO REMAIN

IN SERVICE DURING DEMOLITION AND CONSTRUCTION (i.e. LIFE SAFETY DEVICES, EXIT

SIGNS, SPRINKLER HEADS, ETC.). SEE MEP DRAWINGS.

9. CONTRACTOR TO NOTIFY ARCHITECT OF ANY UNFORESEEN EXISTING OBSTRUCTIONS

THAT ARISE, PRIOR TO THE INSTALLATION OF ANY LIGHT FIXTURES AND MECHANICAL

DIFFUSERS AND RETURNS.

AREA NOT IN SCOPE

REMOVE EXISTING GWB CEILING, INCLUDING ALL ASSOCIATED

FRAMING

REMOVE EXISTING METAL SLAT CEILING SYSTEM, INCLUDING

ALL ASSOCIATED FRAMING

REMOVE EXISTING LIGHT FIXTURE

D1

D2

REMOVE EXISTING WINDOW AS REQUIRED FOR CONSTRUCTION

ACCESS; PROTECT AND STORE FOR REINSTALLATION

EXISTING SOFFIT TO REMAIN, PROTECT IN PLACE

D3 REMOVE EXISTING ACT AS OCCURS ABOVE METAL CEILING

RCP DEMOLITION KEYNOTES

D4 REMOVE EXISTING EXTERIOR GYP SOFFIT, INCLUDING 2 SURFACE

MOUNTED LIGHTS

1 NEW GWB SOFFITS TO BE PAINTED TO MATCH ADJACENT WALLS.

2. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FIXTURE SCHEDULES FOR

TYPES AND SPECIFICATIONS.

3. FOR DIFFUSERS, SPRINKLERS HEADS, SWITCHING CIRCUITS AND OTHER MEP

ITEMS IN THE CEILING, REFER TO MECHANICAL AND ELECTRICAL DRAWINGS.

4. VERIFY WITH ARCHITECT LOCATION OF VISIBLE CEILING ELEMENTS NOT SHOWN

ON ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION.

5. TYPICAL CEILING COVER PLATE AND DEVICE FINISH SHALL BE WHITE UNLESS

OTHERWISE NOTED.

6. TYPICAL WALL COVER PLATE AND DEVICE FINISH SHALL MATCH (E) ADJCENT

IVORY, FIELD VERIFY.

7. LOCATE SPRINKLER HEADS, EXIT SIGNS, CEILING STROBES, LIGHT FIXTURES,

AUDIO VISUAL DEVICES, SMOKE DETECTORS AND OTHER DEVICES EXPOSED AT

ACOUSTICAL PANEL CEILINGS IN THE CENTER OF THE ACOUSTICAL CEILING PANEL,

UNLESS OTHERWISE NOTED.

8. CEILING SUPPORT SYSTEMS ARE NOT DESIGNED OR INTENDED TO SUPPORT

THE WEIGHT OF ADDITIONAL EQUIPMENT, CABLE, CONDUIT, LIGHTS, MECHANICAL

EQUIPMENT OR OTHER CONSTRUCTION. SUPPORT THESE ITEMS INDEPENDENTLY

FROM THE STRUCTURE ABOVE.

9. NOT USED

10. LIGHT FIXTURES ARE DIMENSIONED TO CENTER OF FIXTURE UNLESS

OTHERWISE NOTED.

11. G.C. IS RESPONSIBLE FOR COORDINATION OF MECHANICAL, ELECTRICAL,

LIGHTING, AND FIRE PROTECTION INSTALLATION. G.C. IS ALSO REQUIRED TO

COORDINATE THE WORK OF THE TENANT'S CONTRACTORS FOR

TELECOMMUNICATIONS, SECURITY, AND AUDIO VISUAL WORK.

12. ALL NEW SPRINKLER HEADS TO BE FLUSH MOUNTED HEADS, CENTERED IN

CEILING TILE. SEE FP DRAWINGS.

RCP FINISH NOTES

RCP NOTES

NEW SOFFITS

AREAS NOT IN SCOPE

EXISTING PARTITION TO REMAIN

NEW 2'X4' ACOUSTICAL CEILING TILE SYSTEM,

SEE SHEET A-610 FOR DETAILS

NEW GWB CEILING

INDICATES ALIGNMENT OF FINISHED SURFACES

A

RECESSED DOWN LIGHT FIXTURE, SEE MEP

DRAWINGS FOR SPECIFICATIONS

2x4 GRID LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

2x2 GRID LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

1 REINSTALL EXTERIOR WINDOW

EXISTING SOFFIT TO REMAIN, TOUCH UP PAINT AS REQUIRED

RESTROOM TO RECEIVE SEPARATE ACT GRID, INSTALL

SOUND INSUL OVER ADJACENT WALLS, 2' MIN. EACH SIDE (SHOWN AS HATCHED)

CEILING GRID START POINT

RCP KEYNOTES

RCP LEGEND

ACT1 B.O.D. TO BE ARMSTRONG CIRRUS HIGH NRC TEGULAR 2x4 TEGULAR W/SUPRAFINE

XL 9/16" GRID, WHITE.

5 ALIGN GRID OVER WALL

ACT2 B.O.D. TO BE ARMSTRONG ULTIMA HIGH NRC 2x4 TEGULAR W/SUPRAFINE XL 9/16"

GRID, WHITE.

ACT3 B.O.D. TO BE ARMSTRONG CLEANASSURE DISINFECTABLE PRODUCTS 2x4 TEGULAR

W/SUPRAFINE XL 9/16" GRID, WHITE.

6 EXTERIOR GYP SOFFIT, SEE DETAIL 6/A610

NEW SOUND INSULATION

7 NEW GYP SOFFIT, SEE DETAIL 5/A610

NEW EXTERIOR GWB CEILING

drawing prepared by drawing title descriptiondatemark

BI-2B-455

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF CONSTRUCTION SERVICES

project

CAD no. project no.

date scale drawn by approved by drawing no.

AS NOTED

12/11/2024

H I S T O R Y O F S U B M I S S I O N S

R E V I S I O N S id3A, LLC.

655 WINDING BROOK DR.

GLASTONBURY, CT 06033

P:\103.08.001.rvt

FIRST FLOOR DEMOLITION

PLAN FIRST FLOOR REFLECTED

CEILING PLAN

A-201

JM

MF

DAS - 395 Main Street Structural Upgrades

395 West Main Street, Waterbury, CT 06702

1/8" = 1'-0"

FIRST FLOOR DEMOLITION CEILING PLAN

1/8" = 1'-0"

FIRST FLOOR REFLECTED CEILING PLAN KEY PLAN

TYPICAL MAIN RUNNER.

TYPICAL CROSS MEMBER.

TYPICAL STABILIZER BAR.

SEE NOTE 9.

#12 HANGER WIRES ANCHORED

TO STRUCTURE ABOVE.

TYPICAL WALL.

#12 HANGER WIRES ANCHORED

TO STRUCTURE ABOVE

(PREFERRED) OR ANGLED TO

WALL. SEE NOTE 7.

WHERE PERIMETER WIRES MUST

BE ANCHORED TO WALLS USE

METAL L-CLIPS SCREWED INTO

METAL STUD WALL FRAMING

±10° MAX.

SLOPE

3/8" MIN

3/8" MIN

7/8" WALL ANGLE MIN

OR LESS

8"

TYPICAL MAIN RUNNER.

TYPICAL STABILIZER BAR AT

PERIMETER. SEE NOTE 9.

#12 HANGER WIRES ANCHORED

TO STRUCTURE ABOVE

(PREFERRED) OR ANGLED TO

WALL. SEE NOTE 7.

TYPICAL WALL.

WHERE PERIMETER WIRES MUST

BE ANCHORED TO WALLS USE

METAL L-CLIPS SCREWED INTO

METAL STUD WALL FRAMING

±10° MAX.

SLOPE

3/8" MIN

7/8" WALL ANGLE MIN

3/8" MIN

OR LESS

8"

CEILING TILE

NOTCHED CEILING - ALL EDGES NOTCHED IN

FEILD TO BE PAINTED AND FINISHED TO

MATCH MANUFACTURES FINISHED EDGE - TYP

HANGER WIRES TO STRUCTURE

ABOVE ATTACHED TO FIXTURE

HOUSING - SEE NOTES

TYPICAL RECESSED LIGHT FIXTURE.

TYPICAL SUSPENDED ACOUSTIC

CEILING GRID TEE.

TYPICAL SEISMIC CLIP SCREWED

TO LIGHT FIXTURE WITH MINIMUM

#8X 1/4" SHEET METAL SCREWS.

NOTES

M A

IN

M A

IN

M A

IN

M A

IN

M A

IN

M A

IN

M A

IN

M A

IN

M A

IN

TYPICAL

CROSS

TEE

TYPICAL 7/8" WALL

ANGLE AT PERIMETER.

TYPICAL PERIMETER STABILIZER BAR

TO KEEP PERIMETER COMPONENTS

FROM SPREADING APART.

TYPICAL 12 GAUGE WIRE GRID

SUPPORT TO STRUCTURE OR

WALL ABOVE, SEE NOTE 7.

THESE DETAILS ARE FOR IBC TYPE "C" SEISMIC CEILING DESIGN,

AND FOR CISCA ZONES 0 TO 2.

TYPICAL 12 GAUGE WIRE GRID

SUPPORT TO STRUCTURE OR

WALL ABOVE, SEE NOTE 7.

TYPICAL PERIMETER

STABILIZER BAR TO KEEP

PERIMETER COMPONENTS

FROM SPREADING APART.

TYPICAL 12 GAUGE WIRES AT

4'-0" O.C. TO STRUCTURE

ABOVE.

1. CEILINGS WITH AN AREA OF 144 SQUARE FEET OR LESS AND SURROUNDED BY

WALLS THAT CONNECT DIRECTLY TO THE STRUCTURE ABOVE ARE EXEMPT FROM

THESE REQUIREMENTS.

2. CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD SCREW

ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT THE CEILING ON ONE

SINGLE LEVEL EXTENDING FROM WALL TO WALL ARE EXEMPT FROM THESE

REQUIREMENTS.

3. EACH INDIVIDUAL FIXTURE AND ATTACHMENTS WITH A COMBINED WEIGHT OF 10

LBS. OR LESS SHALL HAVE ONE NO. 12 GAUGE WIRE HANGER CONNECTED FROM

THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THE WIRE DOES NOT NEED

TO BE TAUGHT.

EACH INDIVIDUAL FIXTURE AND ATTACHMENTS WITH A COMBINED WEIGHT OF 56

LBS. OR LESS SHALL HAVE TWO NO. 12 GAUGE WIRE HANGERS ATTACHED AT

DIAGONAL CORNERS OF THE FIXTURE AND CONNECTED FROM THE FIXTURE

HOUSING TO THE STRUCTURE ABOVE. THESE WIRES NEED NOT BE TAUGHT.

ANY FIXTURE AND ATTACHMENTS WITH A COMBINED WEIGHT GREATER THAN 56

LBS. MUST BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE.

4. THE MAIN RUNNER/CROSS RUNNER INTERSECTIONS AND ALL GRID SPLICES MUST

BE AN AVERAGE ULTIMATE TEST STRENGTH OF 60 LBS. OR MORE IN BOTH

TENSION AND COMPRESSION. THE TENSILE TEST MUST ALLOW FOR A 5" OFFSET

OF THE CONNECTION IN ANY DIRECTION.

5. THE ACTUAL AVERAGE WEIGHT OF THE CEILING SYSTEM INCLUDING GRID, PANELS

OR TILE, LIGHT FIXTURES, AND AIR TERMINALS MUST BE 2.5 LBS PER SQUARE

FOOT OR LESS. ALL OTHER SERVICES MUST BE SUPPORTED INDEPENDENTLY AND

NOT FROM THE CEILING SYSTEM. FOR CEILINGS THAT HAVE AN AVERAGE WEIGHT

GREATER THAN 2.5 LBS. PER SQUARE FOOT, THE CEILING MUST BE INSTALLED AS

SPECIFIED FOR CISCA ZONES 3-4. OTHER DEVIATIONS OR VARIATIONS MUST BE

SUBSTANTIATED BY VERIFIABLE ENGINEERING DATA.

6. THE SUSPENDED CEILING SYSTEM MUST NOT BE USED TO PROVIDE LATERAL

SUPPORT FOR WALLS OR PARTITIONS. WALLS AND PARTITIONS MAY BE

ATTACHED TO THE CEILING GRID PROVIDED THEY ALLOW THE CEILING MEMBRANE

TO MOVE LATERALLY TO ACCOMMODATE THE REQUIRED CLEARANCES.

7. ALL PERIMETER CLOSURE ANGLES OR CHANNELS MUST PROVIDE A SUPPORT 7/8"

OR GREATER. A PERIMETER END OF A GRID MEMBER MUST REST LEDGE OF 3/8"

CLEARANCE FROM AN EDGE OR ON THE LEDGE OR MOLDING WITH AT LEAST A 8

WALL AS SHOWN IN THE DETAILS. FOR PERIMETER CLOSURE ANGLES THAT 3/8",

THE PERIMETER ENDS OF EACH PROVIDE A SUPPORT LEDGE OF LESS THAN 3/8"

CROSS RUNNER AND MAIN RUNNER SHALL BE INDEPENDENTLY SUPPORTED

WITHIN 8" FROM EACH WALL OR CEILING DISCONTINUITY.

THIS SUPPORT SHALL BE A NO. 12 GAUGE HANGER WIRE TO PREVENT THE GRID

FROM FALLING. THIS WIRE NEED NOT BE VERTICAL, BUT SHOULD NOT BE OUT OF

PLUMB BY MORE THAN A 1 IN 6 ANGLE. A 3/8" GRID END CLEARANCE MUST BE

MAINTAINED.

8. ALL CEILING PENETRATIONS SUCH AS COLUMNS, PIPING, ETC. AND

INDEPENDENTLY SUPPORTED FIXTURES OR SERVICES ARE TO BE CONSIDERED

AS PERIMETER CLOSURES THAT ALSO MUST ALLOW THE NOTED CLEARANCES BY

USING SUITABLE ESCUTCHEONS OR CLOSURE DETAILS.

9. AT WALL CLOSURE LEDGES, THE CROSS RUNNER AND MAIN RUNNER ENDS SHALL

BE PREVENTED FROM SPREADING APART FROM EACH OTHER.

10. PERMANENT ATTACHMENTS TO THE WALL ANGLES (E.G. POP RIVETS) FOR GRID

ALIGNMENT PURPOSES IS NOT PERMITTED.

A-610

CORNER MOLDING;

L-BEAD, TYPICAL @

ALL OUTSIDE EDGES

5/8" GWB TYP

ACT, TYPICAL

STUD FRAMING EXTENDED TO

EXISTING STRUCTURE ABOVE.

PROVIDE DIAGONAL BRACING AS

REQUIRED.

1"

PER PLAN

6"

ACT

PER PLAN

ACT

PER PLAN

drawing prepared by drawing title descriptiondatemark

BI-2B-455

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF CONSTRUCTION SERVICES

project

CAD no. project no.

date scale drawn by approved by drawing no.

AS NOTED

12/11/2024

H I S T O R Y O F S U B M I S S I O N S

R E V I S I O N S id3A, LLC.

655 WINDING BROOK DR.

GLASTONBURY, CT 06033

P:\103.08.001.rvt

CEILING DETAILS

A-610

JM

MF

DAS - 395 Main Street Structural Upgrades

395 West Main Street, Waterbury, CT 06702

3" = 1'-0"1

CROSS MEMBER @ PERIMETER WALL

3" = 1'-0"2

MAIN MEMBER @ PERIMETER WALL

3/4" = 1'-0"3

CEILING @ RECESSED LIGHT FIXTURE

1/4" = 1'-0"4

TYP ROOM CLG PLAN (ROOMS GREATER THAN 144 SF IN AREA)

3" = 1'-0"5

NEW GWB SOFFIT

PARTIAL SECOND FLOOR FRAMING PLAN

1/8" = 1'-0"

'-7

'-1 0"±

'-4

'-1

12'-9"± 16'-0"± 16'-8"± 11'-5"±

'-0

4'-

0"±

4'-0"±

· DO NOT SCALE THIS DRAWING. ALL DIMENSIONS AND ELEVATIONS SHALL BE V.I.F. BY

CONTRACTOR.

· (J-X) INDICATES EXIST. STEEL BAR JOIST TO BE REINFORCED. SEE 3/S-200 FOR

REINFORCEMENT SCHEDULE AND DETAIL.

· (B-X) INDICATES EXIST. STEEL BEAM TO BE REINFORCED. SEE 1/S-200 FOR

REINFORCEMENT SCHEDULE AND DETAIL.

· INDICATES EXIST. CONC. FRAMED PORTION OF FLOOR NOT IN SCOPE

OF WORK.

EX

. 1

2K 5 (

J-4

EX

. 1 2K

5 (

2K 5 (

2K

5 (

. W

6K 4 (

J-3

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 (

6K 4 ( x1

5 ( B-

7) x1

5 (

7)

EX

W6x20, [DROPPED]

EX. W10

EX. W10

EX. W12

CA

NT

CANT.

EX. W21

EX. W18

EX. W16

EX. W18

6K 4 (

J-1

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K 4 (

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K

4 (

6K 4 (

6K

4 ( x1

9 (

5) x1

9 (

5)

EX. W18x35 (B-3)EX. W14x22 (B-4)CANT.

. B

M V.

I.F

0K 1 (

J-2

0K 1 (

0K 1 (

0K 1 (

0K 1 (

0K 1 (

0K 1 (

0K 1 (

0K 1 (

EX. W14x30 (B-6)CANT.

EX. W18x50 (B-2)

EX. W18x60 (B-1)EX. W14CANT.

drawing prepared by drawing title descriptiondatemark

BI-2B-455

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF CONSTRUCTION SERVICES

project project no.

date scale drawn by approved by drawing no.

AS NOTED

12/11/2024

H I S T O R Y O F S U B M I S S I O N S

R E V I S I O N S

CONLON ENGINEERING, LLC.

246 FEDERAL RD, B-23 BROOKFIELD CT.

BROOKFIELD, CT 06804

19179.03 CE P/No.

90% CD Submission05.31.24

BID SET12.11.24

DAS - 395 Main Street Structural Upgrades

395 West Main Street, Waterbury, CT 06702

PART. SECOND FLOOR FRAMING

PLAN & GENERAL NOTES

S-101

N.D.

C.T.O.

GENERAL NOTES:

1. THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE STRUCTURAL WORK ASSOCIATED WITH STRUCTURAL UPGRADES FOR THE PORTION OF THE FLOOR FRAMING

INDICATED AT 395 W MAIN STREET, WATERBURY, CT.

2. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED/ANALYZED FOR THE FOLLOWING LOADS:

A. FLOOR LIVE LOAD:

OFFICES 50 PSF + 15 PSF PARTITION

CORRIDORS ABOVE FIRST FLOOR 80 PSF

B. EARTHQUAKE DESIGN DATA:

EARTHQUAKE DESIGN FOR EXISTING BUILDINGS:

NOT REQUIRED SINCE THE PROPOSED ADDITIONS AND ALTERATIONS DO NOT INCREASE THE DEMAND-CAPACITY RATIO IN ANY LATERAL LOAD CARRYING STRUCTURAL ELEMENT BY MORE THAN 10 PERCENT CUMULATIVE SINCE THE ORIGINAL CONSTRUCTION.

C. EXISTING BUILDINGS:

THE PROPOSED ALTERATIONS DO NOT INCREASE THE FORCE IN ANY STRUCTURAL ELEMENT BY MORE THAN 5 PERCENT NOR DO THEY DECREASE THE STRENGTH OF ANY STRUCTURAL ELEMENT TO LESS THAN REQUIRED BY THE BUILDING CODE FOR NEW STRUCTURES.

D. VIBRATION DESIGN CRITERIA:

MAXIMUM PEAK ACCELERATION 0.005 g

3. THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE CONSTRUCTION OF THE BUILDING WORK SHOWN ON THESE DRAWINGS HAS BEEN COMPLETED. THE STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY EXTENDS TO ALL RELATED ASPECTS OF THE CONSTRUCTION ACTIVITY INCLUDING, BUT NOT LIMITED TO, ERECTION METHODS, ERECTION SEQUENCE, TEMPORARY BRACING, FORMS, SHORING, USE OF EQUIPMENT, AND SIMILAR CONSTRUCTION PROCEDURES. REVIEW OF THE CONSTRUCTION BY THE ENGINEER IS FOR CONFORMANCE WITH DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. LACK OF COMMENT ON THE PART OF THE ENGINEER WITH REGARD TO CONSTRUCTION PROCEDURES IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE PROCEDURES.

4. SHORING NOTE: THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PROVIDING AND INSTALLING ALL TEMPORARY SHORING THAT IS REQUIRED TO SUPPORT INSTABILITIES OF EXISTING STRUCTURE DURING CONSTRUCTION AND DUE TO THE REMOVAL OF EXISTING SUPPORTING WALLS AND EXISTING FRAMING MEMBERS FOR INSTALLATION OF NEW FRAMING AND FOUNDATIONS. SHORING SHALL BE FULLY INSTALLED AND STABLE PRIOR TO REMOVAL OF EXISTING STRUCTURAL ELEMENTS. THESE SHORING REQUIREMENTS ARE GENERALLY SHOWN ON THE DRAWINGS. HOWEVER, ALL CONDITIONS MAY NOT BE SHOWN DUE TO HIDDEN

CONDITIONS AT EXISTING STRUCTURES.

5. JOBSITE SAFETY AND CONSTRUCTION PROCEDURES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. REVIEW OF THE CONSTRUCTION BY THE ENGINEER IS FOR CONFORMANCE WITH DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S PROVISIONS FOR JOB SITE SAFETY. LACK OF COMMENT BY THE ENGINEER IS

NOT TO BE INTERPRETED AS APPROVAL OF THOSE ASPECTS OF WORK.

6. ONE BLACKLINE PRINT OF ALL ERECTION AND DETAIL SHOP DRAWINGS FOR STRUCTURAL STEEL INDICATING THE FABRICATOR, MANUFACTURER, FINISH, LAYOUT, AND ALL ACCESSORIES MUST BE SUBMITTED TO AND BE CHECKED BY THE CONTRACTOR AND SUBCONTRACTOR AND BEAR THE CHECKER'S INITIALS BEFORE

SUBMISSION TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.

7. TESTING AND INSPECTION OF STRUCTURAL STEEL AND OTHER WORK IS DESCRIBED IN THE PROJECT "STATEMENT OF SPECIAL INSPECTIONS". THE CONTRACTOR SHALL REVIEW THE “STATEMENT OF SPECIAL INSPECTIONS" AND COORDINATE THE SCHEDULING OF INSPECTIONS WITH THE SPECIAL INSPECTOR.

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

WITH ANY WORK.

9. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

NOTED "±" THAT ARE INDICATED ON THE DRAWINGS.

10. THESE DRAWINGS ARE SUPPLEMENTED BY A DETAILED TECHNICAL SPECIFICATION. THE NOTES SHOWN UNDER CERTAIN CATEGORIES OF WORK ARE INTENDED TO

SUMMARIZE BASIC REQUIREMENTS.

11. WORK SHOWN AS "TYPICAL DETAILS" APPLY THROUGHOUT THE PROJECT AS REQUIRED. WORK SHOWN AS "SECTIONS" SHALL BE CONSIDERED TO APPLY FOR THE

SAME AND SIMILAR CONDITIONS IN THE BUILDING.

12. SOME DETAILS OF THE WORK ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. A CAREFUL REVIEW AND STUDY OF THESE DETAILS IS NECESSARY BEFORE THE FULL

SCOPE OF THE WORK CAN BE COMPREHENDED.

13. DO NOT SCALE DRAWINGS.

SPECIAL NOTES TO THE CONTRACTOR:

1. CONTRACTORS MUST REVIEW THE WORK AREA PRIOR TO SUBMITTING CONSTRUCTION PROPOSALS TO DETERMINE THE FULL SCOPE OF WORK INVOLVED. THE DRAWINGS MAY NOT SHOW ALL PIPING, CONDUITS, EQUIPMENT, AND FIXTURES THAT MAY HAVE TO BE RE-ROUTED OR TEMPORARILY DISLOCATED TO PERFORM THE

STRUCTURAL WORK SHOWN.

2. THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS AND ELEVATIONS OF THE EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK.

3. THE SCHEDULING OF ALL PHASES OF THE WORK, INCLUDING ANY TEMPORARY SERVICE OUTAGES, SHALL BE COORDINATED WITH THE OWNER'S DESIGNATED

ON-SITE REPRESENTATIVE.

4. BEFORE ANY WORK IS STARTED, THE WORK AREA MUST BE SECURELY DUST-PROOFED.

5. ALL FINISHES OR MATERIALS DAMAGED IN THE PERFORMANCE OF THE WORK SHALL BE RESTORED TO ORIGINAL CONDITION. TEMPORARILY RELOCATED UTILITIES

OR EQUIPMENT SHALL BE PUT BACK IN PROPER POSITION.

6. THE EXISTING FRAMING CONNECTIONS ARE ASSUMED TO BE CAPABLE OF SUPPORTING THE ADDITIONAL LOADS IMPOSED BY THIS WORK, EXCEPT WHERE NOTED ON PLAN. THE CONTRACTOR SHALL EXPOSE THE CONNECTIONS NOTED ON PLAN FOR VERIFICATION BY THE ENGINEER.

7. AT THE COMPLETION OF THE WORK, ALL TEMPORARY DUST-PROOFING AND CONSTRUCTION DEBRIS IS TO BE REMOVED, AND THE AREA LEFT IN A CLEAN AND NEAT

MANNER.

DEMOLITION NOTES:

1. CONDUCT DEMOLITION AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED

FACILITIES.

2. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM OWNER.

3. CONDUCT DEMOLITION TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE

AROUND DEMOLITION AREA.

4. PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR

COLLAPSE OF CONSTRUCTION TO REMAIN.

5. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

6. CLEAN ADJACENT AREAS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF DEMOLITION.

STRUCTURAL STEEL NOTES:

1. MATERIALS:

WIDE FLANGE SHAPES: ASTM A992 GRADE 50

AMERICAN STANDARD SHAPES, ANGLES, PLATES AND BARS: ASTM A36

STRUCTURAL STEEL TUBING, RECTANGULAR AND SQUARE: ASTM A500, GRADE C (Fy=50 KSI) STRUCTURAL STEEL TUBING, ROUND: ASTM A500, GRADE C (Fy=46 KSI) STRUCTURAL STEEL PIPE: ASTM A53, GRADE B (Fy=35 KSI)

BOLTS GRADE A325

WELDING ELECTRODE ASTM E70XX, LOW HYDROGEN

2. ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY'S AWS D1.1 "STRUCTURAL WELDING CODE-STEEL" CODE FOR ARC AND GAS WELDING AND BE

PERFORMED BY A CERTIFIED WELDER IN ACCORDANCE WITH A.W.S. STANDARDS.

3. HIGH STRENGTH BOLTS: INSTALL HIGH-STRENGTH BOLTS ACCORDING TO RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS' (RCSC'S) "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A 490 BOLTS" FOR TYPE OF BOLT AND TYPE OF JOINT SPECIFIED:

JOINT TYPE: SNUG TIGHTENED

4. STRUCTURAL STEEL SHALL BE CLEANED IN ACCORDANCE WITH THE STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION SP-3 FOR POWER TOOL CLEANING (EXCEPT FOR STEEL EXPOSED TO WEATHER) AND PAINTED TO A MINIMUM DRY FILM THICKNESS OF 2 MILS WITH THE SPECIFIED PRIMER.

5. PROVIDE 1/4" CLOSURE PLATE WITH SEAL WELD AT ENDS OF ALL HSS MEMBERS.

6. FABRICATOR SHALL HOLD A CURRENT AISC CERTIFICATION FOR "STANDARD FOR STEEL BUILDING STRUCTURES (STD)".

7. FOR MISCELLANEOUS STEEL, SEE ARCHITECTURAL DRAWINGS.

8. EXISTING STEEL SURFACES TO RECEIVE FIELD WELDS SHALL BE THOROUGHLY CLEANED AND FREE FROM PAINT, RUST, GREASE, ETC.

TYPICAL WIDE FLANGE BEAM STRENGTHENING DETAIL AND SCHEDULE

NO SCALE

NO SCALE

SECTION

3/4" = 1'-0"

EXIST. STEEL BM., SEE PLAN

NEW BOTTOM FLANGE

REINFORCEMENT ⅊, SEE

SCHEDULE FOR SIZE

NEW TOP FLANGE REINFORCEMENT

ANGLES, SEE SCHEDULE FOR SIZE

A 2-12

B 3-6

EXIST. STEEL JOIST,

SEE PLAN

NEW TOP CHORD

REINFORCEMENT BAR, SEE

SCHEDULE FOR DIAMETER

TYP.

3-12

TYPICAL K-SERIES STEEL JOIST STRENGTHENING DETAIL AND SCHEDULE

EXIST. BEAM SIZEMARK

W18x60B-1

WIDE FLANGE BEAM REINFORCEMENT SCHEDULE

WEB REINFORCEMENT

N/A

N/A

N/A

W14x22 N/A

W10x19B-5

W14x30B-6

B-2

B-3

B-4

W18x50

W18x35

N/A

N/A

TOP FLANGE REINFORCEMENT

(2) L2x2x1/4

(2) L2x2x1/4

(2) 1-1/2"Ø SCH. 80 PIPE

N/A

(2) L3x2x3/8 (LLH)

WELD A END WELD LENGTH

1/4 12"

1/4

1/4

RADIUS

N/A

12"

1/4 12"

12"

12"

12"

BOTTOM FLANGE REINFORCEMENT WELD B

5/16

5/16

5/16

1/4

3/16

5/16

EXIST. JOIST SIZEMARK

16K4J-1

K-SERIES STEEL JOIST REINFORCEMENT SCHEDULE

WEB REINFORCEMENT

N/A

N/A

N/A

C10x15.3

12K5 N/A

J-2

J-3

J-4

10K1

16K4

TOP CHORD REINFORCEMENT

(2) 1"Ø BAR

(2) 3/4"Ø BAR C6x8.2

C6x10.5(2) 3/4"Ø BAR

WELD A END WELD LENGTH

RADIUS 8"

RADIUS

RADIUS

8"

RADIUS 8"

8"

BOTTOM CHORD REINFORCEMENT WELD B

3/16**

3/16**

3/16**

3/16**

(2) 3/4"Ø BAR C6x8.2

NEW BOTTOM CHORD

REINFORCEMENT CHANNEL

(FLANGES POINTING DOWN), SEE

SCHEDULE FOR SIZE

(2) L2-1/2x2x3/8 (LLH)

EXIST. STEEL BM., SEE PLAN

NEW BOTTOM FLANGE REINFORCEMENT

TEE, SEE SCHEDULE FOR SIZE

NEW TOP FLANGE REINFORCEMENT

PIPES, SEE SCHEDULE FOR SIZE

B

TYP.

3-12

TYP.

2-12

W10x15B-7 N/A WT4x17.5(2) 1" SCH. 80 PIPE RADIUS 12"1/4

WT6x15

NOTES:

1. BEAM REINFORCEMENT SHALL START/END 18" FROM FACE OF BEAM SUPPORT

2. REINFORCEMENT SHALL BE CONTINUOUS ALONG THE LENGTH OF THE BEAM

3. REINFORCEMENT IS NOT REQUIRED ON CANTILEVERED END OF BEAM

W6, SEE PLAN

EXIST. TOP CHORD

EXTENSION TO BE

SUPPORTED

HSS 4x4x1/4 STUB COLUMN WITH 5"x5"x3/8" CAP AND BASE ⅊

EXIST. W8 TO BE

SUPPORTED, TYP.

EXIST. W14

BEAM TO BEAM CONNECTION BY

STEEL FABRICATOR, CONNECTION

SHALL BE DESIGNED FOR 6 KIP

(LRFD), TYP. EA. END

TOP OF SECOND FLOOR

SLAB

3/16

TYP.

NOTES:

1. TOP CHORD REINFORCEMENT SHALL START/END 3" FROM FACE OF THE JOIST SEAT.

2. BOTTOM CHORD REINFORCEMENT SHALL START/END AT FINAL PANEL POINT.

3. "**" INDICATES WELD SIZE IS LIMITED BY THICKNESS OF BASE METAL, PROVIDE MAX. SIZE OF FILLET WELD POSSIBLE

FOR FIELD CONDITIONS

A

A

B 2-12

TYP.

3/16

TYP., ALL MEMBERS TO W6

9"x5/8" ⅊

9"x5/8" ⅊

9"x5/8" ⅊

7"x3/8" ⅊

8"x1/4" ⅊ drawing prepared by drawing title descriptiondatemark

BI-2B-455

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF CONSTRUCTION SERVICES

project project no.

date scale drawn by approved by drawing no.

AS NOTED

12/11/2024

H I S T O R Y O F S U B M I S S I O N S

R E V I S I O N S

CONLON ENGINEERING, LLC.

246 FEDERAL RD, B-23 BROOKFIELD CT.

BROOKFIELD, CT 06804

19179.03 CE P/No.

90% CD Submission05.31.24

BID SET12.11.24

DAS - 395 Main Street Structural Upgrades

395 West Main Street, Waterbury, CT 06702

TYPICAL DETAILS AND

SECTIONS

S-200

N.D.

C.O.

B

C

D

E

1 2 3

5FIRE PROTECTION DEMOLITION NOTES

1. BEFORE SUBMITTING BID, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FULLY FAMILIAR WITH THE EXISTING CONDITIONS AND THE DOCUMENTS OF OTHER TRADES UNDER WHICH THEIR WORK WILL BE ACCOMPLISHED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS, OMISSIONS OR ERRORS MADE AS A RESULT OF FAILURE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS.

2. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE NOTIFICATION OF OUTAGE AND IMPAIRMENT TO THE EXISTING FIRE PROTECTION SYSTEMS TO THE GENERAL CONTRACTOR, BUILDING OWNER AND LOCAL AUTHORITIES. LEAVE SPRINKLER SYSTEM OPERATIONAL DURING CONSTRUCTION TO

GREATEST EXTENT POSSIBLE.

3. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ANY DAILY INTERRUPTIONS OR SHUTDOWNS OF THE EXISTING SYSTEMS IN ADVANCE WITH OWNER'S DESIGNATED REPRESENTATIVE. THIS SHALL INCLUDE SERVICES INTERRUPTIONS AND CONNECTIONS, MECHANICAL AND ELECTRICAL DISRUPTIONS EFFECTING OTHER TRADES. INCLUDE ALL WORK REQUIRED TO ALLOW PHASED CONSTRUCTION WHERE NECESSARY.

4. DEMOLITION DRAWINGS ARE STRICTLY DIAGRAMMATIC AND SHOW GENERAL ARRANGEMENT AND APPROXIMATE LOCATION OF EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW ALL EQUIPMENT, PIPING OR CONDUIT TO BE REMOVED. EQUIPMENT NOT BEING REUSED SHALL BE REMOVED, INCLUDING ALL ASSOCIATED HANGERS, SUPPORTS, PIPES, CONDUITS, WIRES, AND

CONTROLS BACK TO THE POINT OF ORIGIN.

5. REFER TO THE ARCHITECTURAL DEMOLITION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THE FULL EXTENT OF THE DEMOLITION AND RECONSTRUCTION SCOPE OF WORK SHALL BE DETERMINED BY THE ENTIRE SET OF BID DOCUMENTS.

6. THE CONTRACTORS SHALL COORDINATE THE DEMOLITION SCOPE OF WORK WITH THE GENERAL CONTRACTOR'S OR CONSTRUCTION MANAGER'S PHASING SCHEDULE PRIOR TO COMMENCEMENT OF WORK. CARE MUST BE TAKEN SO AS NOT TO DESTROY, REMOVE OR DEMOLISH ANY EQUIPMENT, APPURTENANCES OR DEVICES INTENDED TO REMAIN. PROVIDE TEMPORARY SERVICES AND SYSTEM MODIFICATIONS TO

ACCOMMODATE CONTINUOUS OPERATION OF ACTIVE SYSTEM.

7. THE LOCATION OF EXISTING FIRE SUPPRESSION SYSTEM SHOWN ON FLOOR PLANS, IS BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO COMMENCEMENT OF CONSTRUCTION, EXACT QUANTITY AND LOCATION(S) OF EXISTING EQUIPMENT, PIPING, SPRINKLER HEADS, ETC. TO BE REMOVED AND ADJUST AS NECESSARY. THE CONTRACTOR SHALL OBTAIN EXISTING SHOP DRAWINGS AND

BASE BUILDING DESIGN DOCUMENTS FROM THE OWNER WHERE AVAILABLE.

8. ALL EQUIPMENT, SPRINKLERS AND ASSOCIATED PIPING INDICATED TO BE REMOVED OR RELOCATED, SHALL BE DISCONNECTED AND REMOVED, INCLUDING HANGERS AND OTHER COMPONENTS, UP TO NEAREST EXISTING ACTIVE MAIN OR BRANCH LINE AND CAPPED AS CLOSE TO THE ACTIVE LINE AS POSSIBLE. NO EQUIPMENT, PIPING, OR CONDUIT SHALL BE ABANDONED IN PLACE, UNLESS SPECIFICALLY NOTED.

9. ALL SYSTEMS TO BE REMOVED SHALL BE REMOVED BACK TO THE POINT OF SOURCE. THE CONTRACTOR SHALL VERIFY WHICH SYSTEMS MUST REMAIN ACTIVE TO SERVE ADJACENT SPACES DURING CONSTRUCTION. SHOULD THE CONTRACTOR ENCOUNTER, DURING DEMOLITION OF EXISTING WALLS OR CHASES, ANY PIPING OR CONDUIT WHICH MUST REMAIN ACTIVE, IMMEDIATELY GIVE NOTICE TO THE ENGINEER, GENERAL CONTRACTOR

OR CONSTRUCTION MANAGER.

10. ALL SALVAGEABLE MATERIALS OR EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER AT THE END OF EACH DAY. ITEMS REMOVED AND NOT REUSED OR CLAIMED BY THE OWNER SHALL BECOME PROPERTY OF THE TRADE CONTRACTOR AND SHALL BE TRANSPORTED

FROM THE SITE. SITE STORAGE OF REMOVED ITEMS WILL NOT BE PERMITTED.

11. MODIFICATION TO EXISTING SPRINKLER PIPING SYSTEM, MUST BE CONFIRMED BY HYDRAULIC CALCULATIONS, PERFORMED BY THE CONTRACTOR'S LICENSE PROFESSIONAL ENGINEER AND APPROVAL MUST BE GRANTED BEFORE COMMENCING INSTALLATION OF WORK.

12. WHERE EXISTING PIPING, SPRINKLERS OR EQUIPMENT ARE INDICATED TO REMAIN, BUT ARE IN CONFLICT WITH NEW EQUIPMENT INSTALLATION, THEY SHALL BE REMOVED AND REROUTED AS NECESSARY TO ACCOMMODATE THE NEW INSTALLATION.

13. PROPERLY DISPOSE OF ALL DEMOLISHED EQUIPMENT IN COMPLIANCE WITH DAS SPECIFICATIONS; THIS APPLIES TO HAZARDOUS MATERIALS AND

CONTAMINATED ITEMS TO BE DEMOLISHED.

14. NOTE: WHERE EXISTING UPRIGHT SPRINKLER HEADS ARE INSTALLED WITH REDUCING TEE OUTLET LESS THAN 1" DIA., THEY SHALL BE REMOVED AND REPLACED WITH A MINIMUM 1" FULL SIZE TEE OUTLETS. INSTALLATION OF NIPPLES LESS THAN 1" DIA. WILL NOT BE PERMITTED.

15. THE FIRE PROTECTION CONTRACTOR SHALL BE ON SITE FOR THE DURATION OF ALL OUTAGES. IF ANY SHUTDOWN REQUIRES SPRINKLER SYSTEM TO BE OUT OF ORDER FOR MORE THAN 4 HOURS IN A 24 HOUR PERIOD, THE CONTRACTOR SHALL PROVIDE FIRE WATCH PER CODE AND SHALL

COMPLY WITH THE FACILITY STANDARDS AND THE REQUIREMENTS OF THE AHJ.

FIRE PROTECTION GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH CURRENT APPLICABLE CODES, ORDINANCES, THE REGULATORY AGENCIES HAVING JURISDICTION AND THE SPECIFICATIONS. THE SPECIFICATIONS MAY EXCEED THE REQUIREMENTS OF THE CODE, IN WHICH CASE, THE

SPECIFICATION MUST BE FOLLOWED.

THE INTENT OF THESE DOCUMENTS IS FOR THE MEP TRADES TO FURNISH AND INSTALL COMPLETE MECHANICAL AND ELECTRICAL SYSTEMS. THE SPECIFIED FIRE PROTECTION SYSTEM SHALL BE COMPLETE IN ALL RESPECTS; OPERATIONAL, TESTED, ADJUSTED, APPROVED BY THE

AUTHORITIES HAVING JURISDICTION AND READY FOR BENEFICIAL USE BY THE OWNER.

THE TRADES SHALL OBTAIN AND REVIEW ALL CONTRACT DOCUMENTS BEFORE SUBMITTING A BID. INFORMATION IS PROVIDED ON THE VARIOUS DRAWINGS, SCHEDULES, SPECIFICATIONS AND ALL OF THE VARIOUS DOCUMENTS IN THE BIDDING PACKAGE. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND FORM A TOTAL PROJECT DESIGN AND INFORMATION SOURCE FOR CONSTRUCTION PURPOSES.

THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT.

COORDINATE LOCATIONS OF EQUIPMENT WITH OTHER TRADES BEFORE AND DURING CONSTRUCTION. ANY MODIFICATION TO THE EQUIPMENT LAYOUT, REQUIRED FOR INSTALLATION, IS TO BE PERFORMED UNDER THE CONTRACT AGREEMENT, AT NO ADDITIONAL COST. REFER TO DETAILS, SCHEDULES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF EQUIPMENT AND PIPING. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF

EQUIPMENT AND PIPING INSTALLATION WITH ALL THE TRADES BEFORE COMMENCING WORK.

EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS, WHEN EQUIPMENT MUST BE LOCATED ABOVE AN INACCESSIBLE CEILING (GYP BOARD OR EQUIVALENT), OR BEHIND A WALL, AN APPROPRIATE ACCESS DOOR SHALL BE PROVIDED. ACCESS DOORS FOR FIRE RATED WALLS AND CEILINGS SHALL BE FURNISHED WITH A MINIMUM 1-1/2 HOUR LABEL "B" UL LISTED RATING OR GREATER AS REQUIRED BY THE ASSEMBLY RATING.

THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ACCESS PANELS FOR ALL VALVES AND DEVICES, REQUIRING ACCESS, WITH THE

ARCHITECT, PRIOR TO INSTALLATION OF SUCH DEVICES OR OTHER APPURTENANCES.

WHERE A CONFLICT OCCURS BETWEEN THE DOCUMENTS, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CARRY AS PART OF THE

BID THE LARGER QUANTITY AND/OR MORE EXPENSIVE ITEM(S).

THIS CONTRACT SHALL INCLUDE ALL THE NECESSARY PIPING, FITTINGS, TRANSITIONS ETC. AS REQUIRED TO INSTALL PIPING AND EQUIPMENT, AND TO AVOID ANY CONFLICTS WITH OTHER TRADES AND THE BUILDING STRUCTURE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS, OMISSIONS OR ERRORS HE MAKES AS A RESULT OF HIS FAILURE TO COORDINATE WITH OTHER TRADES OR BECOME FULLY

FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES.

DO NOT INSTALL ANY PIPING OVER ELECTRICAL PANELS, TRANSFORMERS, SPECIAL EQUIPMENT, OR THROUGH ELECTRICAL ROOMS, DATA ROOMS, ELEVATOR MACHINE ROOM, STAIRWELL OR STAIRWELL WALLS THAT ARE NOT ASSOCIATED WITH OR SERVE THE RESPECTIVE ROOMS.

COORDINATE THE LOCATION OF ELECTRICAL EQUIPMENT IN THE FIELD AND ADJUST AS NECESSARY.

IT IS NOT THE INTENT OF THE DRAWINGS TO SHOW INDIVIDUAL BRANCH PIPING TO EACH AND EVERY SPRINKLER HEAD, ONLY THE SPRINKLER OR STANDPIPE MAIN ROUTING IS INDICATED TO AIDE IN COORDINATION WITH ALL TRADES. THE ENTIRE FIRE SUPPRESSION SYSTEM SHALL BE FULLY

OPERATIONAL AND READY FOR BENEFICIAL USE BEFORE THE JOB IS CONSIDERED COMPLETE.

REFER TO THE LATEST ARCHITECTURAL PLANS FOR CEILING CONSTRUCTION, ELEVATIONS, SECTIONS, DETAILS, LOCATIONS OF SOFFITS, CEILING POCKETS, STEPPED CEILING, SKYLIGHT, ETC. PROVIDE ADDITIONAL PIPING AND SPRINKLER HEADS AS THE CONDITIONS WARRANT.

WHERE SPRINKLER HEADS ARE SHOWN ON CONTRACT DOCUMENTS, THEY ARE INDICATED FOR GENERAL COORDINATION PURPOSES ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM FULL COMPLIANCE WITH APPLICABLE CODES AND GOOD INSTALLATION PRACTICE. THE CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL SPRINKLERS AS NECESSARY DUE TO OBSTRUCTION FOR A COMPLETE SPRINKLER SYSTEM PER NFPA 13.

SPRINKLER HEAD LOCATIONS SHALL BE COORDINATED WITH THE LATEST ARCHITECTURAL REFLECTED CEILING PLANS, LIGHT FIXTURES, DIFFUSERS, SPEAKERS, SMOKE DETECTORS, MECHANICAL AND ELECTRICAL EQUIPMENT. INSTALL SPRINKLER HEADS BENEATH DUCTS AND CEILING MOUNTED EQUIPMENT MORE THAN 4 FEET WIDE. FULL SPRINKLER COVERAGE TO ACCOUNT FOR OBSTRUCTIONS IS THE RESPONSIBILITY

OF THE INSTALLING PROFESSIONAL.

SPRINKLER HEADS SHALL NOT BE INSTALLED DIRECTLY FROM THE BOTTOM OF HORIZONTAL SPRINKLER MAINS OR BRANCH LINES. ALL CONNECTIONS TO SPRINKLER HEADS SHALL BE MADE FROM THE TOP OR SIDES OF THE MAIN OR BRANCH LINES.

BRANCH PIPING TO SPRINKLER HEADS SHALL BE A MINIMUM OF 1" DIA. WITH FULL SIZE REDUCING TEE OR LARGER. INSTALLATION OF REDUCING TEES LESS THAN 1" DIA. WILL NOT BE ALLOWED. INSTALLATION OF NIPPLES LESS THAN 1" DIA. WILL NOT BE PERMITTED.

INSTALL ALL PIPING WITH PROVISION FOR COMPLETE DRAINAGE. WET-PIPE SPRINKLER SYSTEM MAY BE INSTALLED LEVEL AND WITHOUT SLOPE.

ALL FIRE PROTECTION PIPING SHALL HAVE SEISMIC BRACING IN ACCORDANCE WITH THE STATE BUILDING CODE, NFPA 13 AND THE AUTHORITY HAVING JURISDICTION. SUBMIT ENGINEERED INSTALLATION DETAILS AND CALCULATIONS PER THE SPECIFICATIONS. THE CONTRACTOR'S SEISMIC ENGINEER SHALL REVIEW THE INSTALLATION AND PROVIDE A DETAILED REPORT FOR THE RECORD.

KEY PLAN

A

B

C

D

E

1 2 3

OFFICE

1-078

OFFICE

1-076

HR

1-091

VISITING

1-086

CONFERENCE

1-080

POLICE

NO #

HALL

NO #

RR

1-081

VEST.

NO #

OFFICE

1-085

WORK ROOM

1-088

CONFERENCE

1-092

CONFERENCE

1-084

STAIRWELL

NO #

drawing prepared by drawing title descriptiondatemark

BI-2B-455

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF CONSTRUCTION SERVICES

project

CAD no. project no.

date scale drawn by approved by drawing no.

AS NOTED

12/11/2024

H I S T O R Y O F S U B M I S S I O N S

R E V I S I O N S

RZ Design Associates, Inc.

750 Old Main St, Suite 202

Rocky Hill, CT 06067

90% CD Submission05.31.24

BID SET12.11.24

FIRST FLOOR FIRE

PROTECTION DEMOLITION AND

REINSTALLATION PLAN

FPD-101

FM

RR

DAS - 395 Main Street Structural Upgrades

395 West Main Street, Waterbury, CT 06702

1/8" = 1'-0"1

FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN

SPRINKLER DEMOLITION AND REINSTALLATION NOTES:

1. REMOVE ALL SPRINKLER PIPING, HEADS AND ASSOCIATED HANGERS AS

REQUIRED FOR THE INSTALLATION OF THE NEW STRUCTURAL REINFORCING

STEEL. COORDINATE WITH GENERAL CONTRACTOR PRIOR TO REMOVAL.

FIELD VERIFY ALL SPRINKLER PIPING LOCATIONS AND SIZES PRIOR TO

REMOVAL.

2. REINSTALL SPRINKLER PIPING, HEADS AND ASSOCIATED HANGERS.

COORDINATE SPRINKLER HEAD LOCATIONS WITH NEW LIGHTING LAYOUT.

PROVIDE ALL ADDITIONAL HARDWARE TO HANG FROM THE NEW

REINFORCING STEEL. REFER TO THE STRUCTURAL DRAWINGS AND DETAILS

FOR THE REINFORCING STEEL.

1/8" = 1'-0"4

FIRST FLOOR FIRE PROTECTION PLAN

(EX) 3" UP

(EX) 1/2" UP

(EX) 1/2" UP

(EX) 3"S

(EX) 3/4"DHW

(EX) 3/4"DCW

(EX) 3" DN

PD01

PD01

PD01

MD01

30x12

30x16

14ø10ø

12ø

12ø

12ø x x

10ø

6ø

6ø

12ø

10ø

18x1012ø 8ø

6ø

6ø

6ø

8ø

14ø x

24x12 ø ø

10ø12ø

6ø

8ø

8ø ø ø ø

8ø

6ø

MD01

MD01

MD01

MD01

MD01

ZONE

DAMPER

ZONE

DAMPER

ZONE

DAMPER

ZONE

DAMPER

ZONE

DAMPER

M01

M01

M01

M01

HVAC GENERAL NOTES

1. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH CURRENT APPLICABLE CODES, ORDINANCES, THE REGULATORY AGENCIES HAVING JURISDICTION AND THE SPECIFICATIONS. THE SPECIFICATIONS MAY EXCEED THE

REQUIREMENTS OF THE CODE, IN WHICH CASE, THE SPECIFICATION MUST BE FOLLOWED.

2. THE INTENT OF THESE DOCUMENTS IS FOR THE MEP TRADES TO FURNISH AND INSTALL COMPLETE MECHANICAL AND ELECTRICAL SYSTEMS. THE SPECIFIED HVAC SYSTEM SHALL BE COMPLETE IN ALL RESPECTS; OPERATIONAL, TESTED, ADJUSTED, APPROVED BY THE AUTHORITIES HAVING JURISDICTION AND READY FOR BENEFICIAL USE BY THE OWNER.

3. THE TRADES SHALL OBTAIN AND REVIEW ALL CONTRACT DOCUMENTS BEFORE SUBMITTING A BID. INFORMATION IS PROVIDED ON THE VARIOUS DRAWINGS, SCHEDULES, SPECIFICATIONS AND ALL OF THE VARIOUS DOCUMENTS IN THE BIDDING PACKAGE. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND FORM A TOTAL PROJECT DESIGN AND

INFORMATION SOURCE FOR CONSTRUCTION PURPOSES.

4. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. COORDINATE LOCATIONS OF EQUIPMENT WITH OTHER TRADES BEFORE AND DURING CONSTRUCTION. ANY MODIFICATION TO THE EQUIPMENT LAYOUT, REQUIRED FOR INSTALLATION, IS TO BE PERFORMED UNDER THE CONTRACT AGREEMENT, AT NO ADDITIONAL COST. REFER TOP DETAILS, SCHEDULES AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF EQUIPMENT AND PIPING. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF EQUIPMENT AND PIPING INSTALLATION WITH ALL THE

TRADES BEFORE COMMENCING WORK.

6. WHERE A CONFLICT OCCURS BETWEEN THE DOCUMENTS, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CARRY AS PART OF THE BID THE LARGER QUANTITY AND/OR MORE EXPENSIVE ITEM(S).

7. THIS CONTRACT SHALL INCLUDE ALL THE NECESSARY PIPING, FITTINGS, TRANSITIONS ETC. AS REQUIRED TO INSTALL PIPING AND EQUIPMENT, AND TO AVOID ANY CONFLICTS WITH OTHER TRADES AND THE BUILDING STRUCTURE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS, OMISSIONS OR ERRORS HE MAKES AS A RESULT OF HIS FAILURE TO COORDINATE WITH OTHER TRADES OR BECOME FULLY FAMILIAR WITH THE PROJECT

DOCUMENTS OF ALL TRADES.

8. ALL SUPPLY RECTANGULAR 90° ELBOWS SHALL HAVE TURNING VANES.

9. PROVIDE DUCT TAKE-OFF TYPES AND VOLUME DAMPERS PER THE SPECIFICATIONS AND DUCT TAKE-OFF DETAILS ON DRAWINGS. TAKE-OFFS SHOWN ON FLOOR PLANS DO NOT REPRESENT THE SPECIFIC TYPE OF TAKE-OFF REQUIRED;

CONSULT THE DETAILS AND SPECIFICATIONS.

10. PROVIDE VOLUME DAMPERS ON ALL SUPPLY, EXHAUST, AND RETURN BRANCH DUCTS.

11. COORDINATE AND VERIFY LOCATIONS OF ALL ITEMS REQUIRING ACCESS WITH ARCHITECT IN FIELD., INCLUDING

VALVES, VOLUME DAMPERS, FIRE DAMPERS, ETC.

12. ALL DUCTWORK AND PIPING CROSSING SEISMIC JOINTS SHALL ACCOMMODATE DIFFERENTIAL…