ITB-217173587_NUC Med Camera Replacement. Replacement CD Dwgs.pdf.crdownload

ARCHITECT

SILVER PETRUCELLI & ASSOC.

3190 WHITNEY AVENUE, HAMDEN CT 06518

311 STATE STREET NEW LONDON, CT 06320

PHONE 203 230 9007 silverpetrucelli.com

NOT FOR CONSTRUCTION

NOT FOR CONSTRUCTION

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

NOT FOR CONSTRUCTION

STRUCTURAL

MICHAEL HORTON ASSOCIATES.

780 E MAIN ST SUITE 1, BRANFORD CT 06405

PHONE 203 481 8600 mha-eng.com

NOT FOR CONSTRUCTION

NOT FOR CONSTRUCTION

PROJECT

LOCATION

ARCHITECTURAL DRAWINGS

A001 GENERAL INFORMATION SHEET

A100 DEMOLITION & CONSTRUCTION

A200 CEILING DEMOLITION & CONSTRUCTION

A300 ELEVATIONS, FINISH PLAN, AND SCHEDULES

A310 CASEWORK DETAILS

MECHANICAL DRAWINGS

M001 MECH GENERAL NOTES

M002 MECH ABBREVIATIONS AND LEGENDS

M110 MECHANICAL PLAN

M500 MECH SCHEDULES

M600 MECH DETAILS

PLUMBING DRAWINGS

P001 PL GENERAL NOTES

P002 PL ABBREVIATIONS AND LEGENDS

P111 PL FLOOR PLANS

P500 PL SCHEDULES

P600 PL DETAILS

FIRE PROTECTION DRAWINGS

FP001 FP GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

FP111 FP FIRST FLOOR PLAN

FP500 FP SCHEDULES & DETAILS

ELECTRICAL DRAWINGS

E001 ELECTRICAL ABBREVIATIONS AND LEGENDS

E002 ELECTRICAL GENERAL NOTES

E111 ELECTRICAL MAIN FLOOR LIGHTING PART PLANS

E211 ELECTRICAL MAIN FLOOR POWER PART PLANS

E600 ELECTRICAL DETAILS

SILVER

203 230 9007

3190 WHITNEY AVENUE HAMDEN

silverpetrucelli.com

CT 06320

ASSOCIATESPETRUCELLI +

CT 06518

311 STATE STREET NEW LONDON

02/20/2026100% CONSTRUCTION

DOCUMENTS

PROJECT TITLE:

CAMERA REPLACEMENT AT

UCONN NUCLEAR MED DEPARTMENT

263 FARMINGTON AVE

FARMINGTON, CT

GENERAL DRAWINGS

G001 BUILDING CODE PLANS & INFORMATION

G002 ACCESS LOGISTICS / ENVIRON. PLAN

DRAWING LIST

STRUCTURAL DRAWINGS

S100 FLOOR FRAMING PLANS, NOTES, AND SECTIONS

CODE INFORMATION

1. PROJECT DESCRIPTION:

UCH NUCLEAR MEDICINE CAMERA REPLACEMENT - THE ALTERATIONS TO THE BUILDING

PROPOSED FOR THE PROJECT DO NOT IMPACT OR CHANGE THE CONSTRUCTION

TYPE OR OCCUPANCY CLASS (I2-INSTITUTIONAL).

WORK SCOPE FOR THE PROJECT INCLUDES DEMOLITION/ ALTERATION OF EXISTING

FINISHES, MILLWORK & PARTITION WALLS WITHIN THE SPACE- NEW CONSTRUCTION

INCLUDES NEW FINISHES, MILLWORK, PARTITION WALLS & SIEMENS CAMERA. IN

ADDITION TO PARTITIONS, NEW MECHANICAL, ELECTRICAL & PLUMBING FIXTURES/

DEVICES. EXISTING FIRE ALARM & FIRE PROTECTION DEVICES TO REMAIN / UNCHANGED

3. CLASSIFICATION OF WORK: LEVEL 2

DATE OF ORIGINAL CONSTRUCTION 1975

DATE OF CURRENT CONSTRUCTION 2026

5. CONSTRUCTION TYPE (Chapter 6) (EXISTING, UNCHANGED) Type 1A

4. GROUP CLASSIFICATION (Chapter 3) (PRIMARY) I2- INSTITUTIONAL

6. EXISTING TOTAL:

MAIN LEVEL (SCOPE OF WORK) Total sq. ft. 510 SF

8. OCCUPANCY LOAD:

PROCEDURE FM047 = 293 (@240 SF/OCC)

STRESS FM046 = 147 (@240 SF/OCC)

TOTAL OCCUPANCY (WHOLE NUC. MED. DEPT.)

EXIT CAPACITY

TOTAL EXITS

Total 2

Total 1

Total 39

Total 660

Total 2

8. SPRINKLER PROTECTION: (Entire Building) YES

9. REQUIRED MEANS OF EGRESS:

0-49 MAX OCC. (REQ'D- 1) Exits Provided 2

10. COMMON PATH OF TRAVEL: (Sprinklered BLDG) < 75'-0"

11. EXIT TRAVEL DISTANCE: (Sprinklered BLDG) < 200'-0"

12. DEAN-END CORRIDOR: (Sprinklered BLDG) < 20'-0"

13. FIRE SAFETY CODE DATA

Minimum Construction Required / Actual Construction Provided

Notification / Alarms

Detection

Extinguishment Requirements

1A

YES NO

YES NO

YES NO

X

X

X

2. APPLICABLE BUILDING CODES:

-CONNECTICUT STATE BUILDING CODE (2021 ICC) 2022

-INTERNATIONAL EXISTING BUILDING CODE 2021

-INTERNATIONAL BUILDING CODE 2021

-INTERNATIONAL MECHANICAL CODE 2021

-INTERNATIONAL PLUMBING CODE 2021

-INTERNATIONAL ENERGY CONSERVATION CODE 2021

-NATIONAL ELECTRIC CODE (NFPA 70) 2021

-ICC A117.1 ACCESSIBLE & USABLE 2017

-ADA STANDARDS FOR ACCESSIBLE DESIGN 2010

HOSPITAL AND OUTPATIENT CLINICS AND SUPPORT FACILITIES

-FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS 2022

-FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF OUTPATIENT FACILITIES 2022

-ALL CODE SECTION REFERENCES ARE TO BE CSBC UNLESS OTHERWISE NOTED

7. FIRE-RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS

- STRUCTURAL FRAME:

INCLUDING COLUMNS, GIRDERS, TRUSSES 3 HR(S) N/A

- BEARING WALLS:

EXTERIOR (TABLE 602) 3 HR(S) N/A

INTERIOR 3 HR(S) N/A

- FIRE WALLS AND PARTY WALLS (TABLE 706) 3 HR(S) N/A

- EXIT ENCLOSURES (TABLE 1023) 2 HR(S) N/A

- MIXED USES PER TABLE 508.4 N/A

- EXIST ACCESS CORRIDORS 0 HR(S) 0-HR

- NON BEARING WALLS & PARTITIONS:

EXTERIOR (TABLE 602) PER TABLE 602 N/A

- NON BEARING WALLS & PARTITIONS:

INTERIOR (TABLE 602) 0 HR(S) N/A

- FLOOR CONSTRUCTION:

INCLUDING SUPPORTING BEAMS & JOISTS 2 HR(S) N/A

- ROOF CONSTRUCTION:

INCLUDING SUPPORTING BEAMS & JOISTS 1-1/2 HR(S) N/A

N/A - INDICATES BUILDING ELEMENTS NOT IMPACTED BY PROJECT

CONSTRUCTION (EXISTING BUILDING ELEMENTS COMPLY WITH CODE

REQUIRED RATINGS)

9. ACCESSIBLE BUILDING: DESIGNATED

NON DESIGNATED

MAX. ALLOWABLE EGRESS OCC. OF DOOR

ACTUAL EGRESS OCC. OF DOOR

SYMBOL 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

COMMON PATH OF TRAVEL

AREA IN SF

OCC. LOAD FACTOR

C216

198'

LOT LINE

SMOKE BARRIER

300SF

REQUIRED PROVIDED

COMPUTER ROOM

FM067

150 295

STORAGE

FM068

300 1

RESIDENTS

FM063

150 1 54

ANTE

FM063C

150 1

DARK ROOM

FM064

150 1

COUNT

FM065

150 1

FILE ROOM

FM062

150 2

RECEPTION

FM041A

150 1

CONTROL ROOM

FM042

150 1

WAITING

FM041B

7 14

CORRIDOR

FM041

HOT LAB

FM043A

240 1

CONSULT

FM063B

150 171

VIEWING

FM063A

150 1

TOILET

FM060

TOILET

FM061

PREP / INJECT

FM043

240 2

PROCEDURE

FM044

240 1

PROCEDURE

FM045

240 2

STRESS

FM046

240 1

PROCEDURE

FM047

240 2

PROCEDURE

FM048

240 2

PROCEDURE

FM049

240 1

OFFICE

FM050

150 1

OFFICE

FM051

150 1

CORRIDOR

FM019

SCOPE OF PHASE 1:

CAMERA REPLACEMENT

IN PROCEDURE ROOM

FM047 & RELAYOUT OF

STRESS TEST ROOM

FM046

CORRIDOR

FM073

2 1

23 23

MAX. EXIT TRAVEL DIST. 134'-0"

GRAY SHADED

AREA NOT IN

SCOPE & IS ONLY

SHOWN FOR

REFERENCE

0' 2' 8'

SCALE: 1/8" = 1'-0"

20'

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:

CAMERA REPLACEMENT AT

UCONN NUC MED

263 FARMINGTON AVE

FARMINGTON, CT

100% CONSTRUCTION DOCUMENTS

25.110

02/20/2026

NORTH

KEY PLAN

AREA

AA

ACADEMIC ENTRANCE

AREA A

PROJECT

LOCATION

AREA B

AREA E

AREA C

MAIN ENTRANCE

AREA H

HOSPITAL ENTRANCE

AREA T

AREA F

AREA L

WEST

DOCK

As indicated

2/

/2

4:

:2

PMG001

BUILDING CODE PLANS &

INFORMATION

M. JAEKLE

1/8" = 1'-0"1 FIRST FLOOR CODE PLAN

FREIGHT

ELEVATORS

PROCEDURE

SM047

STRESS

SM046

CORRIDOR

SM073

CORRIDOR

SM072

CORRIDOR

SM091

CORRIDOR

SM105

CORRIDOR

SM019

CORRIDOR

SM031

PROCEDURE

SM054

PROCEDURE

SM055

OFFICE

SM056

OFFICE

SM057

OFFICE

SM069

PROCEDURE

SM045

PROCEDURE

SM044

PASSAGE

SM090

CORRIDOR

SM043

CONTROL ROOM

SM042

PREP / INJECT

SM048

HOT LAB

SM049

VIEWING

SM053

CONSULT

SM052

FILE ROOM

SM051

DARK ROOM

SM064

COUNT

SM065

COMPUTER ROOM

SM067

OFFICE

SM071

OFFICE

SM070

STORAGE

SM068

LINE OF ROOM

FM047 ABOVE

FREIGHT

ELEVATORS

OFFICE

FG110

OFFICE

FG108

PATIENT ROOM

FG112

1. PRIOR TO THE START OF WORK, CONSTRUCT TYPE-A

ENVIRONMENTAL BARRIER (AS DESCRIBED ABOVE). BARRIER

SHALL REMAIN UNTIL SUCH TIME THAT THE UCH PROJECT

MANAGER DEEMS THE CONSTRUCTION TO BE COMPLETE. AT

SUCH TIME THE CONTRACTOR SHALL REMOVE THE BARRIER

AND TOUCH-UP AFFECTED FINISHES.

2. INSTALL AND MAINTAIN "STICKY" TRACK MATS THROUGHOUT

THE DURATION OF THE PROJECT.

3. THE CONTRACTOR SHALL CLEAN COMMON AREA FLOORS

PRIOR TO THE END OF EACH DAY AND OTHERWISE AS NEEDED.

4. FOR ABOVE CEILING WORK IN ROOMS EXTENDING BEYOND THE

PROJECT AREA, SAID WORK SHALL BE PERFORMED DURING

OFF-HOURS AS SCHEDULED BY THE UCH PROJECT MANAGER.

THE DOORS TO SUCH ROOMS SHALL BE CLOSED AND THE

SUPPLY AIR DIFFUSERS SHALL BE COVERED WITH THE

EXHAUST REGISTERED FILTERED AS INDICATED ABOVE.

ROOMS SHALL BE CLEANED BY THE CONTRACTOR THEN

TERMINALLY CLEANED BY UCH PRIOR TO REOCCUPYING FOR

PATIENT USE

5. FOR ABOVE CEILING WORK IN LABOR OR DELIVERY ROOMS

(FG108, FG110, AND FG112, SAID WORK SHALL BE PERFORMED

DURING REGULAR HOURS (8AM-4PM). HOWEVER, ONCE THE

DURATION OF WORK IS KNOWN, OFF-HOURS MAY BE REQUIRED

TO REDUCE IMPACT ON CLINICAL OPERATIONS. THE PROJECT

MANAGER SHALL SCHEDULE ALL SAID WORK AND TIME FRAMES

WITH THE CONTRACTOR AND LABOR AND DELIVERY NURSE

MANAGER.

THE DOORS TO SUCH ROOMS SHALL BE CLOSED, THE SUPPLY

AIR DIFFUSERS SHALL BE COVERED AND THE EXHAUST AND OR

RETURN AIR REGISTERS FILTERED AS INDICATED ABOVE. RUN

HEPA FILTERED NEGATIVE AIR MACHINE AS INDICATED ABOVE.

ROOMS SHALL BE CLEANED BY THE CONTRACTOR THEN

TERMINALLY CLEANED BY UCH PRIOR TO REOCCUPYING FOR

PATIENT USE.

ACCESS LOGISTICS AND

ENVIRONMENTAL CONTROL NOTES

CONTRACTOR ROUTE

GENERAL NOTES

THE CONTRACTOR SHALL BE REQUIRED TO WORK IN AREAS IN OR

ADJACENT TO PATIENT CARE ACTIVITIES. AS A RESULT, THE

CONTRACTOR, SHALL BE RESPONSIBLE TO PROVIDE EFFECTIVE

MEANS AND METHODS BASED ON THE INFORMATION CONTAINED

HEREIN TO ENSURE THAT THE ENVIRONMENT FOR PATIENT CARE IS

FULLY MAINTAINED.

PRIOR TO BEGINNING ANY PHASED WORK, THE CONTRACTOR SHALL

REVIEW INSTALLATION OF ENVIRONMENTAL CONTROL MEASURES

AS INDICATED IN THE CONTRACT DOCUMENTS WITH THE UCHC

REPRESENTATIVE AND INFECTION CONTROL SPECIALIST.

WORK OCCURRING IN SUCH SPACES SHALL HAVE HEPA FILTERED

NEGATIVE AIR PRESSURE FROM THE SURROUNDING OCCUPIED

SPACES.

DISCONNECT HVAC SUPPLY DIFFUSERS AND PLUG TO PREVENT

SUPPLY AIR FROM ENTERING THE SPACE.

DISCONNECT THE HVAC RETURN REGISTER AND WRAP INLET

WITH AN 80% FILTER.

AIM HEPA FILTERED EXHAUST AIR TOWARD EXISTING RETURN

AIR INLET (DO NOT DIRECTLY CONNECT, HANG APPROX 6"

AWAY FROM INLET OPENING.)

IN AREAS WHERE PORTIONS OF THE CEILING SYSTEM IS REMOVED,

THE AREA BETWEEN THE REMAINING CEILING SYSTEM AND THE

STRUCTURE ABOVE SHALL BE SEALED WITH FIRE RATED

POLYETHYLENE (TO AID IN THE ABILITY TO CREATE A NEGATIVE

PRESSURE ENVIRONMENT).

THE ROOM WALLS IN THIS PART OF THE BUILDING ARE

CONSTRUCTED FULL HEIGHT TO THE STRUCTURE ABOVE. FIRE

RATED POLYETHYLENE WILL NOT BE NECESSARY.

REMOVAL OF DAILY CONSTRUCTION DEBRIS AND STAGING OF THE

AREA WITH NEW CONSTRUCTION MATERIALS SHALL BE

PREDETERMINED AND PRE-APPROVED ROUTE AND SHALL BE

LIMITED TO OFF HOURS ONLY.

BARRIER PLAN

X

0'

SCALE: 3/32" = 1'-0"

2' 10' 30'

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:

CAMERA REPLACEMENT AT

UCONN NUC MED

263 FARMINGTON AVE

FARMINGTON, CT

100% CONSTRUCTION DOCUMENTS

25.110

02/20/2026

NORTH

KEY PLAN

AREA

AA

ACADEMIC ENTRANCE

AREA A

PROJECT

LOCATION

AREA B

AREA E

AREA C

MAIN ENTRANCE

AREA H

HOSPITAL ENTRANCE

AREA T

AREA F

AREA L

WEST

DOCK

As indicated

2/

/2

4:

:2

P

MG002

ACCESS LOGISTICS / ENVIRON.

PLAN

M. JAEKLE

3/32" = 1'-0"2 MAIN FLOOR AREA ACCESS LOGISTICS AND ENVIRON. CONTROL PLAN

3/32" = 1'-0"1 GROUND FLOOR AREA ACCESS LOGISTICS AND ENVIRON. CONTROL PLAN

NOTE: GREY SHADED PLAN REGION INDICATES AREA OUTSIDE THE

PROJECT SCOPE OF WORK. SOME SCOPE CREEP MAY OCCUR

WITH MEPFP DRAWINGS & SHOULD BE COORDINATED - REFER TO

THESE DRAWINGS FOR ADDITIONAL SCOPE OF WORK AREA

12 13

A

B

EX. W18

EX. W16X26 (28)

EX. W16X26 (28)

EX. W16X26 (28)

EX

. W

X5

(2

6)

EX. W18

EX

. W

EX. W16X26 (28)

EX. W16X26 (28)

EX. W16X26 (28)

NEW CAMERA EQUIPMENT.

MAXIMUM OPERATING WEIGHT

9100LBS. COORDINATE FINAL LOCATION

WITH EQUIPMENT MANUFACTURER. ATTACH

EQUIPMENT PER MANUFACTURER'S REQUIREMENTS

L7 X4

X3 /8 L7X4X3/8

L7 X4

X3 /8

NEW ANGLE FRAME.

REFER TO SECTION

ANCHOR PLATE, QUANTITY AND SIZE OF

CONNECTORS BY EQUIPMENT MANUFACTURER.

REFER TO TYPICAL SECTION ON S100 FOR ANCHORAGE

TO STEEL DECK.

S100

V.I.F.

26' - 0"

V .I.

F.

8'

V .I.

F.

8'

V .I.

F.

8'

INSTALL ANGLE AT

ANCHOR POINT. COORD.

WITH EQUIPMENT

MANUFACTURER.

EXISTING 5 1/4" TOTAL THICKNESS

SLAB ON DECK (3 1/4" LIGHTWEIGHT

CONCRETE ON 2" STEEL DECKING). V.I.F.

1" M

IN

ANGLES PARALLEL TO DECK

SPAN DO NOT NEED TO BE DRYPACKED.

CONTRACTOR OPTION TO PROVIDE BOLTED

CONNECTION, SIMILAR TO CONNECTION TO

EXISTING BEAMS IN PLACE OF WELDING

1/4"

CONTRACTOR

OPTION TO

FIELD WELD

1 1/4"

1/

4"

1/ 2"

1/

4"

1/4"

TYP.

EX. FLOOR BEAM. V.I.F.

DRYPACK BETWEEN ANGLE AND DECK AT EACH BOTTOM

RIB LOCATION TO PROVIDE FULL BEARING

COORDINATE BEAM LOCATIONS WITH

EQUIPMENT LOCATIONS

WHERE EXISTING FRAMING IS FIREPROOFED,

REPAIR DISTURBED FIREPROOFING AREAS

AFTER WORK IS COMPLETE, TYP.

NEW EQUIPMENT. COORDINATE FINAL LOCATIONS

OF STEEL FRAMING WITH FINAL LOCATION OF NEW

EQUIPMENT. ATTACHMENT OF NEW EQUIPMENT IS

PER MANUFACTURER'S REQUIREMENTS.

L4X4X5/16X0'-5" (TYPICAL)

WITH (2)-3/4"Ø A325N BOLTS,

CONTRACTOR TO WELD TO

NEW ANGLE FRAME WITH

1/4" WELD ON 3 SIDES

CONTRACTOR OPTION TO

BOLT NEW ANGLE CONNECTION

TO EXISTING BEAM. BOLTED CONNECTIONS

SHALL BE MAG-DRILLED. FLAME CUTTING

OR PLASMA CUTTING ARE NOT ACCEPTABLE.

FLOOR FRAMING NOTES

1. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, FRAMING, AND ELEVATIONS PRIOR TO BEGINNING ANY WORK.

2. MHAI HAS NOT BEEN MADE AWARE OF ANY NEW FLOOR OPENINGS REQUIRED IN THE INSTALLATION OF THE NEW EQUIPMENT.

MHAI MUST BE NOTIFIED IF ANY NEW FLOOR OPENINGS ARE REQUIRED AS THEY MAY REQUIRE ADDITIONAL REINFORCEMENT.

OPENINGS FOR EQUIPMENT ANCHORING ARE ACCEPTABLE.

3. THE ANCHORAGE OF THE NEW EQUIPMENT MUST MEET EQUIPMENT MANUFACTURER'S REQUIREMENTS AND IS NOT PART OF

MHAI'S SCOPE.

GENERAL NOTES

GENERAL

GOVERNING CODE: 2022 CONNECTICUT STATE BUILDING CODE, (2021

INTERNATIONAL BUILDING CODE).

DESIGN LOADS: CITY OF FARMINGTON

MINIMUM LIVE LOADS: LABORATORIES: 60 PSF +

EQUIPMENT WEIGHT

1. 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.

2. LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO

REQUIREMENTS OF OTHER (NON-STRUCTURAL) DISCIPLINES ARE SHOWN FOR

BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL OBTAIN FROM THE HEATING

AND VENTILATING, ELECTRICAL, PLUMBING AND OTHER SUBCONTRACTORS THE FINAL

APPROVED SIZE AND LOCATION OF ALL OPENINGS AND WORK TO BE PROVIDED FOR

THEIR TRADE IN ROOFS, FLOORS AND WALLS, WHETHER SHOWN OR NOT SHOWN ON

STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSMISSION

OF REQUIREMENTS, LOCATIONS AND DETAILS TO STRUCTURAL SUBCONTRACTORS.

EXCESS COST RELATED TO VARIATION IN MECHANICAL REQUIREMENTS ARE NOT TO

BE BORNE BY THE OWNER.

3. EQUIPMENT WEIGHTS USED IN DESIGN OF SUPPORTING ELEMENTS HAVE

BEEN INDICATED ON THE DRAWINGS. CONTRACTOR SHALL NOTIFY MHAI PRIOR TO

INSTALLATION IF ACTUAL WEIGHT EXCEEDS WEIGHT SHOWN ON DRAWINGS.

4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL

APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF

CONSTRUCTION.

5. SHOP DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR AND

SUBCONTRACTOR AND BEAR CHECKER'S INITIALS BEFORE BEING SUBMITTED TO THE

ARCHITECT FOR APPROVAL.

6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ANGLES

AND EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK.

7. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY

FOR THE SAME AND SIMILAR SITUATIONS THROUGHOUT THE BUILDING, UNLESS

OTHERWISE SPECIFICALLY NOTED.

8. IN CASES OF DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND

SUBMITTED SHOP DRAWINGS, THE CONTRACT DOCUMENTS SHALL GOVERN

INSTALLATION OF MATERIALS.

STRUCTURAL STEEL

MATERIALS:

STRUCTURAL STEEL ASTM A 36

BOLTS ASTM A325

ANCHOR BOLTS ASTM F1554, GRADE 36

WELDING ELECTRODE ASTM E 70

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. CONNECTIONS:

CONNECTIONS SHALL BE MADE USING 3/4" DIAMETER ASTM

A325 BOLTS (SNUG TIGHT OR SLIP CRITICAL) OR WELDS,

UNLESS NOTED OTHERWISE.

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.

4. NO WELDING OR FINAL BOLTING SHALL BE DONE UNTIL AS MUCH OF THE

STRUCTURE THAT WILL BE STIFFENED THEREBY HAS BEEN PROPERLY ALIGNED.

5. SEQUENCE OF PLACING WELDS SHALL BE SUCH AS TO AVOID DISTORTION

OF MEMBERS.

6. SPRAY-ON FIREPROOFING SHALL BE APPLIED TO ALL STRUCTURAL STEEL

TO ACHIEVE REQUIRED FIRE RATING, UNLESS OTHER PROTECTIVE COATING IS

INDICATED ON THE ARCHITECTURAL DRAWINGS.

7. EXISTING STEEL SURFACES TO RECEIVE FIELD WELDS SHALL BE

THOROUGHLY CLEANED UNTIL FREE FROM PAINT, RUST, GREASE, ETC.

8. STEEL CONTRACTOR SHALL PROVIDE SKETCHES FOR ALL CORRECTIVE

FIELD WORK WHICH SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR

APPROVAL. ALL SKETCHES SHALL BE SIGNED AND SEALED BY THE STEEL

FABRICATORS CONNECTIONS ENGINEER.

9. ALL THREADED RODS OR BOLTS INDICATED TO BE DRILLED AND EPOXIED

SHALL UTILIZE HILTI HIT-HY200 ADHESIVE OR APPROVED EQUAL.

L4X4X3/8 ANGLE INSTALL

SNUG TIGHT TO UNDERSIDE OF

COMPOSITE DECKING. COORDINATE

LOCATIONS, QUANTITY, AND NUMBER

OF FASTENERS WITH EQUIPMENT

MANUFACTURER. ANGLES TO BE 2'-0" MIN.

LENGTH. WHERE ANGLES ARE INSTALLED AT

AN ANGLE TO DECK SPAN, EXTEND ANGLES SO

THEY CONTACT A MINIMUM OF 3 DECK FLUTES.

MOUNTING PLATES PER MANUFACTURER

SIZE AND QUANTITY OF ANCHORS PER

MANUFACTURER

INSTALL DOUBLE NUTS WHERE ANCHOR

ALIGNS WITH A DECK UPPER FLUTE

WHERE ANCHOR ALIGNS WITH

DECK UPPER FLUTE

WHERE ANCHOR ALIGNS WITH

DECK LOWER FLUTE

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:

CAMERA REPLACEMENT AT

UCONN NUC MED

263 FARMINGTON AVE

FARMINGTON, CT

100% CONSTRUCTION DOCUMENTS

25.110

02/20/2026

KEY PLAN

AREA

AA

ACADEMIC ENTRANCE

AREA A

PROJECT

LOCATION

AREA B

AREA E

AREA C

MAIN ENTRANCE

AREA H

HOSPITAL ENTRANCE

AREA T

AREA F

AREA L

WEST

DOCK

As indicated

/1

/2

:5 :4

P

MS100

FLOOR FRAMING PLANS, NOTES,

AND SECTIONS

JS

1/4" = 1'-0" REFERENCE DWG: 2 / S1001 PARTIAL FLOOR FRAMING PLAN

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

1 1/2" = 1'-0"3 ANCHORAGE AT SLAB ON DECK

ABBREVIATIONS (NOT ALL ARE USED)

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS PRIOR TO FABRICATION, FURNISHING AND 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 HANDICAP ACCESSIBLE DOOR HARDWARE SHALL BE PROVIDED TO COMPLY WITH ADA, ANSI AND ALL OTHER APPLICABLE CODES.

6. 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.

7. 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.

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

9. 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.

10. 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.

11. 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 RESISTANCE AND FIRE RATING WHERE INDICATED ON CODE PLANS AND OTHER DRAWINGS. COORDINATE WITH M.E.P.FP. DRAWINGS FOR ALL OPENINGS REQUIRED.

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

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

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

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

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

GENERAL NOTES

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

DRAWING NUMBER

CX

DETAIL NUMBER

CONSTRUCTION NOTE

ROOM NUMBER

DX DEMOLITION NOTE

ROOM NAMEROOM NAME

ROOM IDENTIFICATION

CEILING PLAN

ROOM IDENTIFICATION

ROOM NAME

CEILING FINISH

FINISH FLOOR PLAN

ROOM IDENTIFICATION

ROOM NAME

SQ FT

ROOM NUMBER

GRAPHIC SYMBOLS

X

AXXX

REVISION CLOUD & MARK

WALL / PARTITION TYPE

x x

COLUMNS (EXISTING)

DETAIL CALL OUT

"XX" DRAWING NUMBER

"#" INTERIOR ELEVATION

DRAWING NUMBER

WALL SECTION

X

AXXX

AXXX#

X

X

AXXX

NORTH ARROW

XX

BRICK

CONCRETE

CONCRETE MASONRY UNIT (CMU)

RIGID BOARD INSULATION

INSULATION (BATT)

GYPSUM BOARD

PLYWOOD

ACOUSTICAL TILE OR PANEL

WOOD TRIM/FINISH

EXISTING DOOR

NEW DOOR

EXISTING DOOR TO BE REMOVED

MATERIAL CONVENTIONS

DOOR INDICATIONS

METAL FRAMINGNEW WALL

EXISTING WALL TO BE REMOVED

TYPICAL WINDOW

EXISTING WALL

RECESSED ITEM

WALL INDICATIONS

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

Room name

RB-1

PT-1

CPT-1

ROOM NUMBER

WALL FINISH

BASE FINISH

FLOOR FINISH

9' - 0"

ACT-1

OFFICE

CEILING HEIGHT

DOUBLE LEAF DOOR

DOUBLE ACTING DOOR

SLIDING DOOR

EX EQUIPMENT SYMBOL

XXX DOOR NUMBER

MAX

10"

UNOBSTRUCTED

SIDE REACH

(308.3.1)

MAX

10"

OBSTRUCTED

HIGH SIDE REACH

(308.3.2)

>10" - 24"

OBSTRUCTED

HIGH SIDE REACH

(308.3.2)

UNOBSTRUCTED

FORWARD REACH

(308.2.1)

20" MAX

OBSTRUCTED HIGH

FORWARD REACH

(308.2.2)

>20" - 25"

OBSTRUCTED

FORWARD REACH

(308.2.2)

* 12" MIN. IF BOTH LATCH & CLOSER ARE PROVIDED

** 48" MIN. IF BOTH LATCH & CLOSER ARE PROVIDED

FRONT APPROACH,

PULL SIDE

(404.2.3.2)

FRONT APPROACH,

PUSH SIDE

HINGE APPROACH ALTERNATE HINGE

APPROACH

* 48" MIN. IF BOTH LATCH & CLOSER

ARE PROVIDED

** 54" MIN. IF CLOSER IS PROVIDED

LATCH APPROACH

22" MIN.

60" MIN. 48" MIN.

42" MIN. 36" MIN. 24" MIN.

22" MIN.

24" MIN.

ICC/ANSI A117.1-2009

ADA AND/OR BARRIER FREE HANDICAPPED

ACCESSIBILITY GUIDELINES

*WHERE BOTH CLOSER &

LATCH ARE PROVIDED

GENERAL NOTE:

ALL DIMENSIONS

SHOWN ARE FINISH

FACE DIMENSIONS.

M A

X

M A

X

M

IN

. 44

M A

X

M A

X

M

IN

M

IN

M A

X

M

IN

M

IN

M

IN

M A

X

M A

X

M

IN

M

IN

M A

X

M

IN

M

IN

ACCESSIBILITY GUIDELINES

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

1/

4"

3 5/8" METAL STUD WALL

W/ GYPSUM BOARD, ONE SIDE 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 # - N/A

STC RATING - 35

1 2 3

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

7/

8"

INFILL 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. EXISTING METAL STUD WALL CONSTRUCTION

5. PUTTY PAD AROUND WALL PENETRATIONS

UL #U404 OR SIMILAR

STC RATING - 44

1 2 3

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

1 2 3

6"

FINISH CEILING

SYSTEM - SEE

RCP

A

LI

G N

INTERIOR PARTITION TYPES

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

EXISTING 3 5/8" METAL STUD WALL

W/ THERMAFIBER SAFB

1. 3 5/8" METAL STUDS (20 GA.) @ 16" O.C.

2. 5/8" FIRE CODE GYPSUM WALL BOARD, PAINTED

3. 3" THERMAFIBER SAFB INSULATION

4. --

5. PUTTY PAD AROUND WALL PENETRATIONS

UL #U404 OR SIMILAR

STC RATING - 44

EX-A

1 2 3

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:

CAMERA REPLACEMENT AT

UCONN NUC MED

263 FARMINGTON AVE

FARMINGTON, CT

100% CONSTRUCTION DOCUMENTS

25.110

02/20/2026

As indicated

2/

/2

4:

:2

P

MA001

GENERAL INFORMATION SHEET

M. JAEKLE

1. READ ALL GENERAL NOTES ON DRAWING A001.

2. COORDINATE THIS DRAWING WITH OTHER DEMOLITION DRAWINGS AND PROJECT NOTES.

3. THE UCHC REPRESENTATIVE SHALL RESERVE THE RIGHT TO HAVE ANY ITEM SCHEDULED FOR REMOVAL

TURNED OVER TO THE AGENCY. THE CONTRACTOR SHALL REVIEW THESE ITEMS WITH THE UCHC

REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF THE WORK

4. PROPERLY DISPOSE OF ALL ITEMS IDENTIFIED IN DEMOLITION NOTES BELOW, UNLESS OTHERWISE NOTED AS

"SALVAGE".

5. DEMOLITION TAGS WITHOUT LEADERS AND LOCATED BENEATH EXISTING ROOM NAMES SHALL APPLY IN

ENTIRETY TO THE ROOM IN WHICH THEY ARE LOCATED.

6. COORDINATE ARCHITECTURAL DEMOLITION WORK WITH ALL OTHER TRADES, INCLUDING HAZARDOUS MATERIAL

ABATEMENT DRAWINGS.

7. WHERE INCONSISTENCIES OCCUR, NOTIFY THE DESIGN TEAM AND ASSUME THE GREATER VALUE FOR BIDDING

PURPOSES.

8. CONTRACTORS SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.

9. SAW CUT AND REMOVE CONCRETE SLAB & SUB-BASE AT ALL AREAS AS NECESSARY TO ALLOW FOR NEW

UNDERSLAB PIPING, CONDUIT, RADON PITS & UTILITIES. COORDINATE w/ M/E/P/S/FP DRAWINGS

10. ITEMS IDENTIFIED WITH DASHED LINES, AS SHOWN BELOW, BUT WITHOUT TAGS SHALL BE ASSUMED AS ITEMS

TO BE DEMOLISHED.

11. PROVIDE NEW OPENINGS IN EXISTING WALLS AS NECESSARY FOR ALL NEW PENETRATIONS BY DUCT, PIPE, CONDUIT, ETC. REFER TO STRUCTURAL LINTEL SCHEDULE FOR HEADER SIZES.

TYPICAL DEMOLITION DESIGNATION

DEMOLITION GENERAL NOTES

D

A

STRESS

FM046

PROCEDURE

FM047

PROCEDURE

FM048

CORRIDOR

FM073

PROCEDURE

FM045

D04

D05

D08

D09

D10

D11

D12

D02 D13

D07

D07

D07

D07

D07

D07

D07 D07

D08

D10

D12

D12

D12

D06

3' -2

/8

D13

D01

D09

D14 D14

A

PROCEDURE

FM045

STRESS

FM046

PROCEDURE

FM047

PROCEDURE

FM048

CORRIDOR

FM073

REFERENCE FROM

FORMER DEMO WALL

1' -0

1'-1 1/2" +/-

'-0

2'

-5

/4

6" 12'-0"

A

PROCEDURE

FM045

STRESS

FM046

PROCEDURE

FM047

PROCEDURE

FM048

CORRIDOR

FM073

A3003

A300

A300 6

A300 7

A3005

5'-9 5/8" 6"6'-11"

3' -5

2' -4

'-6

C01

C02

C03

C04

C05

C07

C08

C10

C11

C12

C13

C02

C01

C03

C03

C04

C05

C08

C10

A3009

C05

C05

C06

'-2

14'-5 1/2"

A310

13'-10"

A

PROCEDURE

FM045

STRESS

FM046

PROCEDURE

FM047

PROCEDURE

FM048

CORRIDOR

FM073

E1

E2

E3

E4

E5

E6

E7

E8 E9

E10

E17

E18

E11

E12

E13

E14

E15

E16

'-6

M

IN

. C

LE

A R

3' -0

MIN. CLEAR

3'-0"

M

IN

. C

LE

A R

3' -0

DASHED LINE INDICATES

AREA TO BE FREE OF

ANY OBSTRUCTION FOR

THE PRESENT OR

FUTURE COLLIMATOR

CART TRAVEL PATH

1. AFTER REMOVAL OF FLOORING AND ALL RESIDUAL ADHESIVE, VERIFY THAT THE SUBSTRATE IN THE AREA IDENTIFIED IS FLAT AND LEVEL. PROVIDE FIELD PLAN (EXISTING CONDITIONS) FOR ARCHITECT AND

EQUIPMENT MANUFACTURER'S REVIEW

2. WITHIN THE FIELD, VERIFY THAT THE LEVELNESS FROM EDGE TO EDGE IN BOTH DIRECTIONS FROM EACH CORNER DOES NOT EXCEED 1/8" IN 10'-0" OF RUN. FILL AREA AS REQUIRED TO CONFORM WITH ARDEX-SD-

F CEMENT BASED FINISHING UNDERLAYMENT

3. INCREMENTALLY (24" O/C IN EACH DIRECTION) MEASURE FOR FLOOR FLATNESS. AREAS OF ELEVATED SURFACES (HIGH) SHALL BE GROUND DOWN AND AREAS WITH DEPRESSED SURFACES SHALL BE FILLED WITH ARDEX-SD-F CEMENT BASED FINISHING UNDERLAYMENT TO PROVIDE A FLAT AND LEVEL SURFACE

OVER THE 12'-0" X 14'-0" AREA

FLOOR LEVELNESS NOTES X

SIEMENS EVO CAMERA EQUIPMENT LEGEND

ITEM DESCRIPTION

MAX HEAT

OUTPUT

(btu)

WEIGHT

(lbs)

E1

E2

E3

E4

E5

DIMENSIONS (INCHES)

SYMBIA EVO GANTRY WITH

COLLIMATORS

FRONT PHS

AUTOMATIC COLLIMATOR

CHANGER-ACC WITH AQC -

PRODUCTIVITY PACKAGE

PHS CABLE ON THE FLOOR

STANDARD

PHS STANDARD PIVOT

E6

E7

REAR PHS WITH SNAC

PATIENT BOOM SWING ARM

E8

E9

COLLIMATOR CART (EMPTY)

(OPTION)

UPS FOR SPECT (OPTION)

E10

E11

TVSS SURGE PROTECTION UPS

FOR SPECT (OPTION)

SYMBIA EVO SYNGO

ACQUISITION WORKPLACE CPU

E12

E13

E14

UPS FOR E.SOFT / C.CAM (OPTION)

TVSS FOR UPS FOR

E.SOFT / C.CAM (OPTION)

E15

DEDICATED RECONSTRUCTION

SYSTEM WORKPLACE

E16 DVD (OPTION)

E17

E18

SYMBIA.NET WORKPLACE CPU

(OPTION)

SYMBIA.NET WORKPLACE

KEYBOARD AND MONITOR (OPTION)

W D

SYMBIA EVO SYNGO ACQUISITION

WORKPLACE MONITOR

5,123 6,114 89 83 89

H

- 1,966 27 97 1/2 23 3/16

- 658 33 24 1/2 24 1/2

- 331 - - -

- 400 47 1/2 32 5/8 39 7/8

1,024 124 10 28 3/8 17 7/8

- 11 8 6 10

2,732 55 8 20 3/4 17 3/4

* 31 20 1/4 19 1/2 21

148 45 6 13/16 13 3/16 10 3/16

- 11 2 3/4 2 3/4 4 1/2

3,757 55 8 21 18

1,434 51 8 21 17 1/2

* 55 17 5/8 18 5/16 17

EX

REMARKS

3,415 BTU ON STANDBY. WORST CASE

WEIGHT 6,114 LBS. WITH 1 SET HIGH

ENERGY COLLIMATORS 275 LBS. EACH

MAXIMUM HEIGHT 41"

WEIGHT CALCULATED WITH 1 SET

LOW AND MEDIUM ENERGY

COLLIMATORS.

41" CABLE EXPOSED ON THE FLOOR

STANDARD PIVOT - 33 DEGREES

ON FLOOR

NOTE INDIVIDUAL COLLIMATORS

ADD 80 LBS - 275 LBS. PER

COLLIMATOR TO CART WEIGHT.

ON TOP OF UPS FOR SPECT

OFF FLOOR

*BTU'S INCL. W/ ACS CPU

ON FLOOR

ON TOP OF UPS FOR E.SOFT / C.CAM

OFF FLOOR

ON CUSTOMER'S COUNTER

OFF FLOOR

*BTU'S INCL. W/ ACS CPU

ON FLOOR

SYMBOL LEGEND

- NEW METAL STUD PARTITIONS

- ROOM NUMBER

- PARTITION TYPE

- CONSTRUCTION NOTE

1A

- ROOM NAME

- WALL SECTION NUMBER

- SHEET NUMBER

- INTERIOR ELEVATION NUMBER

- SHEET NUMBER

CO#

A101

A420

ROOM NAME

- EXISTING WALL

- EXISTING WALL / MATERIALS TO

BE REMOVED

1. READ ALL GENERAL NOTES ON DRAWING A001.

2. COORDINATE THIS DRAWING WITH OTHER PROJECT DRAWINGS AND PROJECT NOTES.

3. INTERIOR PARTITION DIMENSIONS ARE FROM OUTSIDE FACE OF GWB.

4. CONTRACTORS SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.

5. THE EXISTING CORRIDOR WALL IS A 0-HR SMOKE PARTITION. ALL NEW PENETRATIONS SHALL BE SMOKE SEALED, EXISTING PENETRATIONS (THROUGH THIS WALL, WITHIN THE PROJECT AREA) SHALL BE SMOKE SEALED.

6. PATCH TO MATCH ALL EXISTING WALLS, CEILINGS, AND SURFACES TO REMAIN THAT ARE AFFECTED BY THE NEW

WORK.

7. AT INTERSECTION OF DEMOLISHED WALLS FROM EXISTING WALLS TO REMAIN AND ITEMS REMOVED, THE

CONTRACTOR SHALL PATCH AREAS TO MATCH EXISTING AND MAKE READY TO RECEIVE NEW PAINT.

8. FLOOR PENETRATION FILL: IN AREAS OF REMOVAL OF FLOOR PENETRATING ITEMS, FASTEN 18 GA. METAL FORM

TO UNDERSIDE OF HOLE, FILL HOLE WITH NON-SHRINK GROUT FOR FULL THICKNESS OF FLOOR SLAB. FINISH TO

BE FLUSH WITH ADJACENT FLOOR SURFACE

9. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ITEMS UNLESS NOTED OTHERWISE.

10. ATTACHMENT BLOCK: THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY ATTACHMENT BLOCKING

FOR SUPPORT OF ALL ITEMS PRIOR TO THE INSTALLATION OF ALL FINISH (WALL/CEILING) MATERIALS. FAILURE TO DO SO SHALL RESULT IN THE CONTRACTOR HAVING TO OPEN THE AREA AND SUBSEQUENTLY INSTALLING ALL REQUIRED ANCHORAGE SUPPORTS NECESSARY FOR THE COMPLETE INSTALLATION OF SAID ACCESSORY DEVICE, AND REINSTALLATION OF THE APPLIED FINISH MATERIALS.

11. ALL NEW WALL AND PARTITION ASSEMBLIES SHALL EXTEND TO UNDERSIDE OF DECK UNLESS OTHERWISE NOTED.

12. SEE ALSO M. E. P. FP. DRAWINGS TO COORDINATE ALL REQUIRED TRENCHING AT CONCRETE SLABS. SAW CUT

SLAB TO THE REQUIRED EXTENT, INSTALL UTILITIES, INFILL SLAB FLUSH WITH ADJACENT. SEE ALSO OTHER DETAILS IN THE DRAWINGS AS APPLICABLE. COORDINATE NEW OPENINGS REQUIRED IN EXISTING WALLS TO

ACCOMMODATE NEW DUCTS, PIPES, AND CONDUITS.

CONSTRUCTION GENERAL NOTES

THIS PLAN IS PROVIDED FOR REFERENCE ONLY. REFER TO MANUFACTURERS INSTALLATION DRAWINGS FOR

COORDINATION OF EQUIPMENT.

CLASS 1 IMAGING ROOM REQUIRES A 3-FOOT CLEARANCE AROUND ALL CIRCULATION SIDES OF A FREESTANDING IMAGING DEVICE, INCLUDING THE PATIENT IMAGING TABLE, BED/COUCH, GANTRY, OR

ASSEMBLY.

EQUIPMENT GENERAL NOTES

FINISHED ROOM HEIGHT: MINIMUM CEILING HEIGHT 8'-0"

ENVIRONMENTAL REQUIREMENTS:

PLEASE SEE EQUIPMENT LEGEND TO GET SPECIFIC COMPONENT

HEAT DISSIPATION.

COMBINED CONTROL AND SCANNER ROOM:

THE COMBINED ROOM AREA SHOULD MAINTAIN BETWEEN 65°F-86°F

(± 8°F/HR.) WITH A RELATIVE HUMIDITY OF 20-80%, NON-

CONDENSING.

VENTILATION AND AIR FILTERS:

FOR EXTERNAL AIR SUPPLY (FRESH AIR) IT IS RECOMMENDED THAT

COURSE FILTERS OF THE CLASS EU3 TO EU4 BE USED ON-SITE TO

FILTER OUT DUST PARTICLES > 10µm.

POWER REQUIREMENTS: SEE E DWGS FOR MORE INFORMATION

ITEM 1 (R) - 208 VAC SINGLE PHASE; 30 AMPS. DEDICATED OUTLET

FOR SYMBIA EVO SYSTEM. INSTALL A TWIST-LOCK NEMA L6-30 R

RECEPTACLE TO RECEIVE L6-30P PLUG FOR INSTALLATION OF THE

SIEMENS GANTRY POWER CABLES. LOCATED 12" ABOVE FINISHED

FLOOR.

ITEM 2 (R1) - 100 VAC TO 120 VAC SINGLE PHASE; 20 AMPS.

DEDICATED DOUBLE DUPLEX OUTLET FOR COMPUTERS

NOTE: THE SPECT UPS (OPTION) IS RATED FOR 200-240 VAC INPUT

VOLTAGE. THE SPECT UPS AUTO-CONFIGS OUT TO THE SPECT

SYSTEM AT 208 VAC.

* POWER SUPPLIED FOR SIEMENS MEDICAL SOLUTIONS EQUIPMENT

SHALL BE DEDICATED SERVICES KEPT ENTIRELY FREE AND

INDEPENDENT OF ALL OTHER BUILDING WIRING AND EQUIPMENT

SUCH AS: ELEVATORS, GENERATORS, PUMPS, HVAC SYSTEMS, ETC.

FLOOR REQUIREMENTS: SEE S DWGS FOR MORE INFORMATION

1) THE MINIMUM ALLOWABLE CONCRETE THICKNESS FOR

NONSEISMIC REGIONS OF THE SCANNER ROOM FLOOR IS 6".

2) FLOOR LEVELNESS REFER TO THE FLOOR LEVELNESS CHECK

3) EXISTING MOUNTING FRAME ATTACHED TO THE CONCRETE

FLOOR WITH SCREWS, HAVE TO BE REMOVED. REWORK THE FLOOR

(WITH THE RESPECT TO BEING LEVEL, MATERIAL), IF REQUIRED.

4) THE BASE FRAME PLATE-FOOT ARE MOUNTED TO THE FLOOR

USING (4) 3/4" X 8" ANCHORS. SEE STRUCTURAL DRAWINGS

5) THE MINIMUM REQUIREMENTS FOR COMPRESSIVE STRENGTH

FOR THE FLOOR COVERING BASED ON SYMBIA COLLIMATOR CART

SHALL BE 375 PSI. THIS IS BASE ON WORSE CASE LOADING WITH 2-

HIGH ENERGY AND 2-MEDIUM ENERGY COLLIMATORS PLACED ON

THE COLLIMATOR CART.

NOISE LEVEL:

SYMBIA EVO SYSTEM NOTES

DECIBEL LEVEL

(APPROX. AT 2'-0"

DISTANCE)

63.2 62.1

SYSTEM COMPONENT

GANTRY

PHS

NOTE: GREY SHADED PLAN REGION INDICATES AREA OUTSIDE

THE PROJECT SCOPE OF WORK. SOME SCOPE CREEP MAY

OCCUR WITH MEPFP DRAWINGS & SHOULD BE COORDINATED -

REFER TO THESE DRAWINGS FOR ADDITIONAL SCOPE OF

WORK AREA

0' 1' 4' 10'

SCALE: 1/4" = 1'-0"

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:

CAMERA REPLACEMENT AT

UCONN NUC MED

263 FARMINGTON AVE

FARMINGTON, CT

100% CONSTRUCTION DOCUMENTS

25.110

02/20/2026

NORTH

KEY PLAN

AREA

AA

ACADEMIC ENTRANCE

AREA A

PROJECT

LOCATION

AREA B

AREA E

AREA C

MAIN ENTRANCE

AREA H

HOSPITAL ENTRANCE

AREA T

AREA F

AREA L

WEST

DOCK

As indicated

2/

/2

4:

:3

P

MA100

DEMOLITION & CONSTRUCTION

M. JAEKLE

1/4" = 1'-0"2 CONSTRUCTION PLAN

1/4" = 1'-0"1 DEMOLITION PLAN

DEMOLITION KEYNOTES

D01 CAREFULLY REMOVE & RELOCATE EXISTING LAB EQUIPMENT, INCLUDING BED, TREADMILL, LINEN CART, MOBILE

WORKSTATION, CODE CART, ETC.

D02 CAREFULLY REMOVE EXISTING CAMERA & ASSOCIATED EQUIPMENT. REFER TO M/E/P DRAWINGS FOR ADDITIONAL

INFORMATION.

D03 DEMOLISH EXISTING WORKSTATION, COUNTER SUPPORTS AND CABINETS ABOVE. PATCH/REPAIR WALL SURFACE AS

REQUIRED

D04 DEMOLISH EXISTING METAL STUD AND DRYWALL CONSTRUCTION ABOVE CABINETS TO BE DEMOLISHED.

D05 DEMOLISH EXISTING WALL CONSTRUCTION BETWEEN FM046 AND FM047

D06 DEMOLISH EXISTING CORRIDOR WALL CONSTRUCTION, DOOR AND FRAME TO THE EXTENT SHOWN ON PLAN. SAVE

DOOR FRAME AND DOOR FOR REINSTALLATION.

D07 REMOVE EXISTING FLOOR COVERING AND ROLLUP BASE AT PERIMETER OF ROOMS F046 AND FM047.

D08 REMOVE EXISTING WINDOW BLINDS AT EXTERIOR WINDOWS.

D09 REMOVE A PORTION OF EXISTING WALL CONSTRUCTION TO PROVIDE ACCESS FOR CORE BORE AT FLOOR LEVEL.

D10 REMOVE EXISTING WHITEBOARD(S)/TACKBOARD(S). TURN OVER TO THE UCH PROJECT MANAGER FOR DETERMINIATION

OF REUSE.

D11 REMOVE EXISTING WORK SURFACE AND METAL STUD AND DRYWALL ABOVE IN ROOM FM046

D12 REMOVE EXISTING FRP WAINSCOTT & ALL RESIDUAL ADHESIVE IN ROOM FM046

D13 REMOVE EXISTING ROOM SIGNS.

D14 REMOVE EXISTING PAINTINGS ON WALL AND RETURN TO OWNER FOR REINSTALLATION

1/4" = 1'-0"3 FLOOR LEVELNESS CHECK

1/4" = 1'-0"4 EQUIPMENT PLAN

D#

CONSTRUCTION KEYNOTES - PLAN

C01 PATCH / REPAIR WALLS AT ITEMS REMOVED IN FM046 AND FM047. PRIME PAINT AREA(S). PREP FOR FINISH

PAINT.

C02 INSTALL NEW FLOORING WITH ROLL UP BASE IN FM046 AND FM047. SEE FINISH SCHEDULE.

C03 PAINT NEW WALLS (1) PRIME COAT AND (2) FINISH COATS IN FM046, FM047, AND CORRIDOR.

C04 PAINT EXISTING WALLS (1) FINISH COAT IN FM046 AND FM047.

C05 INSTALL NEW WALL PROTECTION RAILS AT COLLIMATOR ALCOVE (WP-1)

C06 INSTALL NEW STAINLESS STEEL SINK AND EXISTING FAUCET. SEE PLUMBING DRAWINGS FOR FIXTURE

INFORMATION

C07 INSTALL NEW STORAGE CABINETRY. REFER TO ELEVATIONS.

C08 INSTALL NEW ROLLER SHADES AT EXTERIOR WINDOWS (WT-1).

C10 MODIFY EXISTING HAND RAILING AT CORRIDOR

C11 REINSTALL RELOCATED DOOR AND FRAME. REMOVE EXISTING DOOR HARDWARE AND INSTALL NEW LOCKSET

C12 PATCH AND REPAIR WALL AT AREA OF INTERCOM REMOVED.

C13 INSTALL NEW BALL IN WALL DEVICE (LOC IN SAME POSITION AS REMOVED UNDER PREVIOUS PROJECT).

C#

STRESS

FM046

PROCEDURE

FM047

PROCEDURE

FM048

PROCEDURE

FM045

CORRIDOR

FM073

ACT-1

9' - 0"

ACT-1

9' - 0"

C01

C03

C04C04

C03

C03

C02

C01

ALIGN

S O

F F

IT

2' -4

E

Q E

Q

EQEQ

E Q

E Q

EQ EQ

A200

A200

A200

A200

A200

A200

A200

A200

A200

A200

A200

A200

A200

GYP-1

7' - 1"

GYP-1

7' - 1"

GYP-1

10' - 9"

GYP-1

10' - 9"

A

DC1

DC2

DC3

DC4

DC1

1'-7 1/2"

DC1

STRESS

FM046

PROCEDURE

FM047

PROCEDURE

FM048

PROCEDURE

FM045

CORRIDOR

FM073

DC2

1. IT IS NOT THE INTENT OF THE CONTRACT DRAWINGS TO SHOW ALL EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS APPLICABLE TO THIS PROJECT, AND SHALL INCLUDE ALL REQUIREMENTS NECESSARY FOR THE COMPLETION OF THE WORK, BASED ON THE EXISTING

CONDITIONS.

2. THE UCHC REPRESENTATIVE SHALL RESERVE THE RIGHT TO HAVE ANY ITEM SCHEDULED FOR REMOVAL

TURNED OVER TO THE AGENCY. THE CONTRACTOR SHALL REVIEW THESE ITEMS WITH THE UCHC

REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF THE WORK

3. THE CONTRACTOR SHALL DISPOSE OF ITEMS DEEMED NOT NEEDED. USED ELECTRONIC PRODUCTS AND FLUORESCENT BULBS MUST BE DISPOSED OF PROPERLY AND MUST NOT ENTER THE NORMAL TRASH

STREAM,

4. IT IS INTENT FOR ITEMS SCHEDULED FOR REMOVAL THAT THE ITEM BE REMOVED IN ITS ENTIRETY UNLESS

NOTED OTHERWISE

5. REMOVAL OF EXISTING CEILING SYSTEMS SHALL INCLUDE: SUPPORTING DEVICES, LIGHT FIXTURES, OCCUPANCY SENSORS, SPRINKLER HEADS, SUPPLY AND RETURN AIR DIFFUSERS. SCOPE OF THE WORK SHALL BE SHOWN ON RESPECTIVE ELECTRICAL, MECHANICAL, AND FIRE SUPPRESSION TRADE DRAWINGS.

6. CONTRACTOR SHALL PROVIDE ADDITIONAL SUPPORT AND RESTRAINT FOR EXISTING PIPING, DUCTWORK

AND EQUIPMENT IN AREAS WHERE CEILINGS ARE REMOVED AS WORK OF THIS PROJECT.

7. SUPPORT AND RESTRAINT OF EXISTING SERVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF

SECTION 15140.

TYPICAL DEMOLITION DESIGNATION

REFLECTED CEILING DEMOLITION GENERAL NOTES

1. THE EXISTING FLOOR ASSEMBLY CONSTRUCTION WITH SPRAY FIREPROOFING IS 2-HR RATED. PRIOR TO STEEL ERECTION, THE CONTRACTOR SHALL REMOVE FIREPROOFING MATERIALS ONLY AS NECESSARY TO INSTALL AND ATTACH NEW STEEL REINFORCING MEMBERS. REFER TO STRUCTURAL FOR MORE INFORMATION.

AFTER STEEL ATTACHMENT, SPRAY FIREPROOF ALL UNCOATED STEEL SURFACES, INCLUDING SUPPORTS AND METAL DECKING, WITH NEW FIREPROOFING AS REQUIRED TO ACHIEVE AND MAINTAIN A 2-HR RATING.

2. THROUGH FLOOR CONDUIT PENETRATIONS SHALL BE FIRESTOPPED WITH MATERIALS AND METHODS REQUIRED TO PROVIDE A UL ASSEMBLY OF 2HRS. REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND SIZE

OF PENETRATIONS.

3. THROUGH FLOOR PLUMBING PENETRATIONS SHALL BE FIRESTOPPED WITH MATERIALS AND METHODS REQUIRED TO PROVIDE A UL ASSEMBLY OF 2HRS. REFER TO PLUMBING DRAWINGS FOR LOCATION AND SIZE

OF PENETRATIONS.

ATTACHMENT BLOCK: THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY ATTACHMENT BLOCKING FOR SUPPORT OF ALL ITEMS PRIOR TO THE INSTALLATION OF ALL FINISH (WALL/CEILING) MATERIALS. FAILURE TO DO SO SHALL RESULT IN THE CONTRACTOR HAVING TO OPEN THE AREA AND SUBSEQUENTLY INSTALLING ALL REQUIRED ANCHORAGE SUPPORTS NECESSARY FOR THE COMPLETE INSTALLATION OF SAID ACCESSORY DEVICE, AND REINSTALLATION OF THE APPLIED FINISH MATERIALS.

GROUND FLOOR ABOVE CEILING NOTES X

RCP SYMBOL LEGEND

- ACOUSTICAL CEILING TILES & GRID W/

SUPPORTS

- PAINTED GYPSUM BOARD CEILING

- EXIT SIGN, REFER TO ELECTRICAL DRAWINGS

- RECESSED LIGHT FIXTURES,

REFER TO ELECTRICAL DRAWINGS

- RECESSED LIGHT FIXTURE,

REFER TO ELECTRICAL DRAWINGS

ROOM NUMBER

ROOM NAME

9' - 0"

CEILING FINISH,

REFER TO PROJECT MANUAL

SCHEDULE OF FINISHES

CEILING HEIGHT

ROOM CEILING TAG

SECONDARY CEILING TAG

ACT-1

OFFICE

9' - 0"

ACT-1 CEILING FINISH,

REFER TO PROJECT MANUAL

SCHEDULE OF FINISHES

CEILING HEIGHT

- SUPPLY DIFFUSER,

REFER TO MECHANICAL DRAWINGS

- RETURN DIFFUSER,

REFER TO MECHANICAL DRAWINGS

- CONCEALED SPINKLER HEAD,

REFER TO FIRE PROTECTION DRAWINGS

- EXPOSED SPINKLER HEAD,

REFER TO FIRE PROTECTION DRAWINGS

- CONSTRUCTION NOTE

- PLAN/SECTION/DETAIL NUMBER

- SHEET NUMBER

Cxx

A101

SIM

- PENDANT STYLE LIGHT FIXTURE,

REFER TO ELECTRICAL DRAWINGS

- SURFACE MOUNTED LIGHT FIXTURE,

REFER TO ELECTRICAL DRAWINGS

- LINEAR RECESSED STYLE LIGHT FIXTURE,

REFER TO ELECTRICAL DRAWINGS

NOTE: GREY SHADED PLAN REGION INDICATES AREA OUTSIDE

THE PROJECT SCOPE OF WORK. SOME SCOPE CREEP MAY

OCCUR WITH MEPFP DRAWINGS & SHOULD BE COORDINATED -

REFER TO THESE DRAWINGS FOR ADDITIONAL SCOPE OF

WORK AREA

1. REFER TO PROJECT MANUAL & FINISH LEGEND FOR CEILING FINISHES.

2. COORDINATE THIS DRAWING WITH OTHER PROJECT DRAWINGS AND PROJECT NOTES

3. THE CONTRACTOR SHALL SURVEY THE PROJECT SITE AND MAKE PART OF THE BID ALL NECESSARY ITEMS (CEILING TILES AND GRID REPLACEMENT) SUCH THAT AT THE END OF THE PROJECT THE CEILING AREAS

ARE COMPLETE WITHOUT OPENINGS OR MISSING CEILING COMPONENTS.

REFLECTED CEILING GENERAL NOTES

A B

LINE OF ROOM

FM047 ABOVE

CENTERLINE OF

EQUIPMENT ACCESS

ABOVE

OUTLINE OF

NEW SIEMENS

CAMERA ABOVE

LINE OF CORRIDOR

FM073 ABOVE

OFFICE

FG110

OFFICE

FG108

PATIENT ROOM

FG112

3 TURNS MIN. IN

1 1/2" - TYP.

12 GAUGE

VERTICAL

HANGAR @ 4'-0"

O.C.

CROSS RUNNER

3 TURNS MIN. IN

1 1/2" - TYP.

MAIN RUNNER

12 GAUGE VERTICAL HANGER

@ 4'-0" O.C.

CROSS RUNNER

NOTE:

BRACING TO OCCUR @

4'-0" O.C. - TYP. - ALL ACT LOCATIONS

MAIN RUNNER

45°

45°

45°

45°

HANGERS @ 2'-6" O.C. (MAX)

SECURE TO STRUCTURE ABOVE

ADJACENT WALL CONSTRUCTION - SEE

PLANS AND PARTITION TYPES

FOR ALL NEW CEILINGS SEE

REFLECTED CEILING PLANS

FOR CEILING HEIGHTS

FOR ACT CEILINGS: ACOUSTICAL CEILING TILE

& SUSPENSION SYSTEM

FOR GYP. BD. CEILINGS: DRYWALL GRID SYSTEM

w/ MAIN BEAMS @ 48" O.C. (SLOPED/CURVED)

REFER TO RCP AND DETAILS

FOR GYP. BD. CEILINGS: 5/8" GYP. BD (PTD)

5/8" GYP. BD. ON SUSPENDED CEILING SYSTEM.

6" M

IN

5/8" GYP. BD. ON 3 5/8"

METAL STUDS @ 16" O.C.

EXTEND STUDS TO

UNDERSIDE OF DECK

ABOVE.

METAL STUDS WITH TOP

& BOTTOM RUNNER.

METAL STUD BRACE

@ 32" O.C.

S E

E R

C P

A N

D

S C

H E

D . F

O R

H E

IG

H

T

D T

Y P

E

S E

E R

C P

A

H E

D

F O

R

E

IG

H

T A

N D

T Y

P E

HANGERS @ 2'-6" O.C. SECURE TO DECK ABOVE -

COORDINATE WITH OBSTACLES INCLUDING DUCTWORK.

ACOUSTICAL CEILING TILE

& SUSPENSION SYSTEM

E X

IS

T

IN

G

S O

F F

IT

V E

R

IF

Y H

E

IG

T

IN

F

IE

LD

S E

E R

C P

A

H E

D

F O

R

E

IG

H

T A

N D

T Y

P E

EXISTING GYP. BD. ON

SUSPENDED CEILING SYSTEM.

EXISTING GYP. BD. ON 3 5/8"

METAL STUDS EXTENDED TO

UNDERSIDE OF DECK ABOVE.

EXISTING METAL STUDS WITH

TOP & BOTTOM RUNNER.

EXISTING METAL STUD BRACE

@ 32" O.C.

SUSPENDED ACT. CEILING

SYSTEM.

HANGERS @ 2'-6" O.C. SECURE

TO DECK ABOVE - COORDINATE

WITH OBSTACLES INCLUDING

DUCTWORK.

0' 1' 4' 10'

SCALE: 1/4" = 1'-0"

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:

CAMERA REPLACEMENT AT

UCONN NUC MED

263 FARMINGTON AVE

FARMINGTON, CT

100% CONSTRUCTION DOCUMENTS

25.110

02/20/2026

KEY PLAN

AREA

AA

ACADEMIC ENTRANCE

AREA A

PROJECT

LOCATION

AREA B

AREA E

AREA C

MAIN ENTRANCE

AREA H

HOSPITAL ENTRANCE

AREA T

AREA F

AREA L

WEST

DOCK

As indicated

2/

/2

4:

:3

P

MA200

CEILING DEMOLITION &

CONSTRUCTION

M. JAEKLE

1/4" = 1'-0"2 CEILING CONSTRUCTION PLAN

1/4" = 1'-0"1 CEILING DEMOLITION PLAN

CONSTRUCTION KEYNOTES - RCP

C01 INSTALL A NEW ACOUSTICAL CEILING ASSEMBLY (ACT-1) TO INCLUDE LIGHTING, HAVAC, FIRE SUPPRESSION. HEIGHT ABOVE FLOOR TO MATCH EXISTING, VERIFY HEIGHT IN

FIELD.

C02 INSTALL REMOVED CEILING PADS AND GRID SECTIONS TAKEN FROM FM047 TO

REPLACE DAMAGED PADS AND RELOCATED PADS FROM LIGHT AND DIFFUSER

LOCATIONS, AS REQUIRED.

C03 REINSTALL EXISTING HVAC DIFFUSERS AND GRILLES IN NEW LOCATION. SEE

MECHANICAL DRAWINGS FOR MORE INFORMATION

C04 GYPSUM FINISHED SOFFIT (85" AFF). FRAME WITH 3-5/8" METAL STUDS AT 16" O.C.

APPLY 1 LAYER OF 5/8" GYPSUM BOARD. REFER TO ELEVATIONS & WALL TYPES.

DEMOLITION KEYNOTES - RCP

DC1 REMOVE EXISTING CEILING ASSEMBLY, REMOVE AND CLEAN HVAC DIFFUSERS AND RETURN

GRILLE FOR REUSE. KEEP ENOUGH OF THE REMOVED CEILING PADS FROM FM046 TO INFILL

CEILING PADS AT FM047.

DC2 REMOVE EXISTING CEILING TRACK AND CURTAIN AND RETURN TO OWNER.

DC3 REMOVE EXISTING EL PASO DEVICE. SAVE FOR REUSE.

DC4 REMOVE EXISTING EL PASO DEVICE AND ASSOCIATED WIRING.

DC#

C#

1/4" = 1'-0"3 GROUND FLOOR ABOVE CEILING PLAN

1 1/2" = 1'-0"4 SEISMIC BRACING DETAIL

1 1/2" = 1'-0" REFERENCE DWG: 2 / A2005 ACT / GYPSUM BOARD CEILING TO WALL DETAIL, TYP.

1 1/2" = 1'-0" REFERENCE DWG: 2 / A2006 ACT TO GYPSUM BOARD SOFFIT

1 1/2" = 1'-0" REFERENCE DWG: 2 / A2007 A.C.T. TO EXSTING GYP. SOFFIT

FINISH PLAN LEGEND

ROOM NUMBER

Room name

RB-1

PT-1

CPT-1

ROOM NAME

WALL FINISH

BASE FINISH

A. REFER TO PROJECT MANUAL AND FINISH LEGEND FOR FINISH

TYPES AND ABBREVIATIONS.

B.