BI-T-619J Drawings.pdf

LOCATION PLAN

SITE PLAN

CONTRACT DRAWINGS

D.C.S FACILITY ID: 62804

GOVERNOR NED LAMONT

PROJECT NO. BI-T-619J

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

MICHELLE H. GILMAN

COMMISSIONER

HVAC ENERGY UPGRADES

ROWLAND GOVERNMENT CENTER

55 WEST MAIN ST,

WATERBURY, CONNECTICUT

FUSS & O'NEILL

ONE FINANCIAL PLAZA, 755 MAIN ST.

HARTFORD, CT, 06103

(860) 646-2469

CAPITAL STUDIO ARCHITECTS, LLC

1379 MAIN STREET

EAST HARTFORD, CT, 06108

(860) 289-3262

NO. TITLE

G-001 COVER SHEET

G-002 CODE SHEET

G-003 PHASING SHEET

S-101 ROOFTOP STRUCTURAL PLAN

S-500 STRUCTURAL DETAILS

A-1.0 ROOF PLAN AND DETAILS

FP-110 FIRE PROTECTION PLANS - FIRST AND SECOND FLOOR

FP-501 FIRE PROTECTION DETAILS

M-001 MECHANICAL GENERAL NOTES

M-111 MECHANICAL PLANS - FIRST FLOOR

M-121 MECHANICAL PLANS - SECOND FLOOR

M-131 MECHANICAL PLANS - THIRD FLOOR

M-141 MECHANICAL PLANS - FOURTH FLOOR

M-151 MECHANICAL PLANS - FIFTH FLOOR

MD-161 ROOFTOP MECHANICAL DEMOLITION PLAN

M-161 ROOFTOP MECHANICAL PLAN

MP-411 BOILER ROOM PIPING PLANS

M-412 BOILER ROOM GAS AND EXHAUST PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

E-001 ELECTRICAL LEGENDS AND GENERAL NOTES

ED-111 ELECTRICAL DEMOLITION - FIRST FLOOR

ED-121 ELECTRICAL DEMOLITION - SECOND FLOOR

ED-131 ELECTRICAL DEMOLITION - THIRD FLOOR

ED-141 ELECTRICAL DEMOLITION - FOURTH FLOOR

ED-151 ELECTRICAL DEMOLITION - FIFTH FLOOR

E-111 ELECTRICAL PLAN - FIRST FLOOR

E-121 ELECTRICAL PLAN - SECOND FLOOR

E-131 ELECTRICAL PLAN - THIRD FLOOR

E-141 ELECTRICAL PLAN - FOURTH FLOOR

E-151 ELECTRICAL PLAN - FIFTH FLOOR

E-461 ROOFTOP ELECTRICAL ENLARGED PLANS

E-501 ELECTRICAL DETAILS

Q U I

T R A N S TU L I T

S U S T I N E T

SITE

PROJECT LOCATION

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CAbel Rectangle

CAbel Text Box

INSTALLATION PLAN - FIRST FLOOR

CAbel Rectangle

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INSTALLATION PLAN - SECOND FLOOR

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CAbel Text Box

INSTALLATION PLAN - THIRD FLOOR

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CAbel Text Box

INSTALLATION PLAN - FOURTH FLOOR

CAbel Rectangle

CAbel Text Box

INSTALLATION PLAN - FIFTH FLOOR

CAbel Rectangle

CAbel Text Box

DEMOLITION AND INSTALLATION PLAN - FIRST FLOOR

CAbel Rectangle

CAbel Text Box

DEMOLITION AND INSTALLATION PLAN - SECOND FLOOR

CAbel Rectangle

CAbel Text Box

DEMOLITION AND INSTALLATION PLAN - THIRD FLOOR

CAbel Rectangle

CAbel Text Box

DEMOLITION AND INSTALLATION PLAN - FOURTH FLOOR

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DEMOLITION AND INSTALLATION PLAN - FIFTH FLOOR

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INSTALLATION PLAN

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ABBREVIATIONS AND LEGENDS

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DEMOLITION AND INSTALLATION PLAN

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DEMOLITION AND INSTALLATION PLAN

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CAbel Text Box

DEMOLITION AND INSTALLATION PLANS

CBA

ALP

G-00220210908A12_CODE SHEET

CODE SHEET

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

NTS

Page 1 of 5 Page 2 of 5 Page 3 of 5

Date: Date:

Project Number: BI-T-619J Project Number: BI-T-619J

CASE 1 - SINGLE OCCUPANCY, ONE-STORY (506.2.1)

Aa=At+ (NS X//) sf sf sfsf

PART 1 - CT STATE BUILDING CODE %

sf1.0 EXISTING BUILDING:

MEZZANINES (505)

Openness (505.2.3)Area limitation (505.2 1)2.0 NEW BUILDINGS OR ADDITIONS:

2.1 Exceeds Threshold Building Limits sf Egress (505.2.2) Equipment platforms (505.3)3.0 OCCUPANCY CLASSIFICATION

3.1 Mixed Occupancies

4.0 HEIGHT AND AREA COMPUTATION + CONSTRUCTION TYPE:

stories UNLIMITED AREA BUILDINGS (507) sf

Nonsprinklered, one-story (507.3) High-hazard use groups (507.8)

Sprinklered, one-story (507.4) Aircraft paint hangar (507.10)

Group E buildings (507.11)Two-story (507.5)

DETERMINE CONSTRUCTION TYPE FRONTAGE INCREASE

Aa = At+ (NS x If) per occupancy

Reduced open space (507.2.1) Motion picture theaters (507.12)99,691 ft2Actual building area sf SouthNorth East West sf Group A-3 buildings (507.6 and 507.7) ft2Allowable area (Table 506.2)

Perimeter (P)ft ft

92’-5”feet 5 storiesActual building height Width of open space (W) (506.3.2) ft sf

SPECIAL PROVISIONS (510)feet stories Frontage increase (lf) (506.3.3) % Aa = At+ (NS x If) per occupancy (copy table as needed)

Special condition applicable (510.1) sfPermitted construction types

Description:sf 1B F W

L=ioo--------0.25 — 30P % sf

CT DAS 3011 (Rev. 04.25.2023) 3000 - Design Phase Forms CT DAS 3011 (Rev. 04.25.2023) CT DAS 3011 (Rev. 04.25.2023)3000 Design Phase Forms 3000 Design Phase Forms

Page 5 of 5Page 4 of 5

Date:Date:

Project Number: BI-T-619JProject Number: BI-T-619J

CONSTRUCTION INFORMATION

PART 2 - CONNECTICUT STATE FIRE SAFETY CODE

5.0 MEANS OF EGRESS:

1.0 CLASSIFICATION OF OCCUPANCY:

2.0 CONSTRUCTION CLASSIFICATION:

6.0 3.0 MINIMUM CONSTRUCTION TYPE REQUIRED;

6.1 Exterior Walls: 4.0 ACTUAL CONSTRUCTION TYPE PROVIDED:

5.0 NOTIFICATION/ALARMS:

STATE OF CT BUILDING/FIRE CODES:6.0 DETECTION:

7.0 EXTINGUISHMENT REQUIREMENTS:

Current State Building Code

Adopted Model Codes

END

following model codes with CT

7.0 FIRE PROTECTION SYSTEM:

Current State Fire Safety Code

Adopted Model Codes

CT DAS 3011 (Rev. 04.25.2023) CT DAS 3011 (Rev. 04.25.2023)3000 Design Phase Forms 3000 Design Phase Forms

Code Building Code

HR(S)

HR(S)

HR(S)

HR(S)

HR(S)

HR(S)

HR(S)

HR(S)

HR(S)

HR(S)

HR(S)

HS(S)

HR(S)

HR(S)

HR(S)

HR(S)

HR(S)

HR(S)

Allowable building height (Tables 504.3 and 504.4)

YES

YES

YES

YES

YES

YES

Building Existing

NO

NO

NO

NO

NO

NO

N/A N/A N/A

N/A

N/A

N/A

BUILDING INFORMATION

FOR CODE ANALYSES

International International International International International International

6.10.1 6.10.2 6.10.3

6.9

6.10

5.1 5.2 5.3 5.4

6.2 6.3

6.1.1 6.1.2

6.3.1 6.3.2

6.3.3 6.3.4

6.8.1 6.8.2 6.8.3

Supporting more than one floor Supporting one floor only or a roof:

Structural Members Supporting Wall

1.1 1.2 1.3

6.4 6.5 6.6 6.7 6.8

Load Bearing

Non-load Bearing

7.1 7.2 7.3 7.4 7.5

Frontage (506.3)

The 2022 SBC adopts the amendments:

Fire Walls & Party Walls Fire Separation Assemblies:

The 2022 Connecticut State Fire Safety Code is based on the International Code Council s widely-adopted 2021 International Codes and referenced NFPA standards and applies to projects with permit applications filed from October 1, 2022.

Plumbing Code Mechanical Code Residential Code Energy Conservation Code

The 2022 Connecticut State Building Code is based on the International Code Council s widely-adopted 2021 International Codes and references the ICC A117.1—2017 standard for accessibility, and applies to projects with permit applications filed from October 1, 2022.

National Electrical Code (NFPA 70) ICC A117.1 Accessible and Usable Buildings & Facilities

The information on this form is intended to expedite the plan review process and is for archival purposes. It assembles all code related information into one table. The information shall be placed on the drawings and become a permanent record of the code information applicable to this building. Use the current International Building Code portion of the current Connecticut State Building Code.

Total Occupant Load (Entire Building) Total Occupant Load (Largest Floor) Total Capacity Of Exits Total Number of Exits

Floor Construction Including Beams Roof Construction

Continuation of Existing Use

Change of Use

Complying with International Existing Building Code

X □ X □

Using Tables 504.3, 504.4 and 506.2, identify the allowable height, stories and area of the single occupancy. The allowable area of a single-occupancy building with no more than one story above grade plane shall be determined in accordance with:

Fire Partitions Dwelling Unit Separations Smoke Barriers Other Non bearing Partitions Interior Bearing Walls, Bearing Partitions, Columns, Girders, Trusses and Framing:

Fire enclosure of exits

Shafts Mixed Use Separation

Other Separation Assemblies:

FIRE RESISTANT RATING OF STRUCTURE ELEMENTS (TABLES 601 and 602) REFER TO CONSTRUCTION

DOCUMENTS FOR THE FOLLOWING:

Fire Suppression System Alarms Automatic Fire Detection System Smoke Control System

Supervision

Total Frontage (F)

* 15 ft. or less:

* 15 ft. or more:

* 20 ft. or more:

* Height to lowest member.

The 2022 FSC adopts the following model codes with CT amendments:

2021 International Fire Code 2021 NFPA 101 Life Safety Code with annexes

Type of construction assumed for review (602.1.1)

X□ X

Project Number:

Project Name:

Project Location:

Date:

BI-T-619J_____________________________________________

Rowland Government Center HVAC Energy Upgrades

55 West Main Street, Waterbury, CT

08/14/2023

X Sa

Tabular Allowable area factor, At (Table 506.2)

NS Tabular Allowable area factor, regardless of whether building is sprinklered (Table 506.2)

Tabular Allowable area factor, At (Table 506.2)

NS Tabular Allowable area factor, regardless of whether building is sprinklered (Table 506.2)

Tabular Allowable area factor, At (Table 506.2)

NS Tabular Allowable area factor, regardless of whether building is sprinklered (Table 506.2)

Increase for frontage, lf (506.3.3)

Allowable Area, Aa

Tabular Allowable area factor, At (Table 506.2)

NS Tabular Allowable area factor, regardless of whether building is sprinklered (Table 506.2)

Tabular Allowable area factor, At (Table 506.2)

NS Tabular Allowable area factor, regardless of whether building is sprinklered (Table 506.2)

Increase for frontage, If (506.3.3)

Allowable Area, Aa

Increase for frontage, lt (506.3.3)

Allowable Area, AaX X □ □ □ □

B S-2

Allowable Area, Aa

Aa =

Building Information For Code Analyses

Building Information For Code Analyses

Building Information For Code Analyses

Building Information For Code Analyses

Building Information For Code Analyses

Increase for frontage, !t (506.3.3)

Allowable Area, Aa

Increase for frontage, If (506.3.3)

Actual stories above grade plane, Sa

Aa =

(NS x I)] sf

[Ar+

________________________________ GENERAL BUILDING LIMITATIONS (Chapters 5 & 6)__________________________________________ Use Case 1 to determine the allowable height and area and permitted types of construction for the building containing a single occupancy, one-story building. Use Case 2 to determine the allowable height and area and permitted types of construction for the building containing a single occupancy, multistory building. Use Case 3 to determine the allowable height and area and permitted types of construction for the building containing a mixed occupancy, one-story building. Use Case 4 to determine the allowable height and area and permitted types of construction for the building containing a mixed occupancy, multistory building.

State of Connecticut Department of Administrative Services

Division of Construction Services Office of State Building Inspector 450 Columbus Blvd, Suite 1303

Hartford, CT 06103

NS x If)] sf

___________________________________ CASE 4 - MIXED OCCUPANCY, MULTISTORY (506.2.4)______________________________________________

Using Table 504.3, 504.4 and 506.2, identify the allowable height, stories and area of each of the separated uses within the building.

For buildings with more than three stories above grade plane, the total building area shall be such that the aggregate sum of the ratios of the actual area of each story divided by the allowable area of such stories, determined in accordance with Equation below based on the applicable provisions of Section 508.1, shall not exceed three.

___________________________________ CASE 2 - SINGLE OCCUPANCY, MULTISTORY (506.2.3)______________________________________________

Using Tables 504.3, 504.4 and 506.2, identify the allowable height, stories and area of the single occupancy. The allowable area of a single-occupancy building with more than one story above grade plane shall be determined in accordance with:

_______________________ CASE 3 - MIXED OCCUPANCY, ONE-STORY (506.2.2)______________ Using Table 504.3, 504.4 and 506.2, identify the allowable height, stories and area of each of the separated uses within the building.

The allowable area of a mixed-occupancy building with no more than one story above grade plane shall be determined for each applicable occupancy with:

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G-00320210908A12_G-001.dwg

PHASING PLAN

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

NTS

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CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

JDE

JLL

S-10120210908.A12_STR01.dwg

PLAN

ROOFTOP STRUCTURAL

1/8" = 1'-0"

GENERAL NOTES:

2 641.3 5.8

4’3" 12’-4” 18’-11 32’-0" 32’-0" 32’-0” 26’-0” 6-0” 1. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS:

RTU-1 THRU 4 9,057 LBS

I I I I I I I I 2.

I

EXG W18X35 EXG W18X35 EXG W18X35 EXG W18X35 EXG W18X35

3.

I

I 4.

EXG W18X35 EXG W16X26 EXG W16X26 EXG W16X26 EXG W12X26I

(o 5.

8‘—9"± 7‘—6"± J se O lO 6.

EXG W18X35 EXG W16x26 EXG W16x26 EXG W18x40 EXG W12x26

W8X18

STRUCTURAL STEEL NOTES:I

I 1.

EXG W16X57 EXG W16X57 EXG W16X57 EXG W18X35 EXG W16X26

OQ CO

2. GENERAL

A.

I

EXG W16X57 EXG W16X26 EXG W16X26 EXG W18X40 EXG W12X26

(o PROVIDE ACCESS FOR INSPECTION OF ALL SHOP AND FIELD CONNECTIONS FOR PROPER MATERIALS AND WORKMANSHIP.B.EXG W18X46 I C.J se O

IO

EXG W16X57 EXG W16X26 EXG W12X26 D.i iI 7/

L E.

EXG W18X46

EXG W16X26 F.

EXG W18X76 EXG W16X26 EXG W16X26D i H—

EXG W18X40EXG W24X94

EXG W18X35 EXG W16X26

I

G.EXG W16X57 EXG W18X40 EXG W12X26

6’-5”± (o

EXG W18X35 EXG W18X40J se Ol l H.

O

EXG W16X57 EXG W16X26 EXG W18X40 EXG W12X26

I. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.

3. CONNECTIONSEXG W18X35 EXG W16X26

I A.

EXG W18X76 EXG W18X106 EXG W18X40 EXG W18X40 EXG W16X26i

B.

EXGt W18X35 EXG W18X35I STAIRS + LI W8X181------- ) C.

-H

EXG W16X57 EXG W18X50 EXG W18X35 s EXG W16X26 EXG W12X26 —N)

7-11”±(o (o EXG W16X31N IX BOLTS USED IN STRUCTURAL STEEL FRAMING CONNECTIONS SHALL BE A MINIMUM OF 3/4” DIAMETER.00 D.I EXG W16X26

J se O E.O

EXG W16X57 EXG W16X26 EXG W18X35 EXG W16X26 EXG W12X26

i F. STRUCTURAL STEEL FRAME SHALL BE LEVEL AND PLUMB PRIOR TO COMPLETING CONNECTIONS

4.

EXG W16X26I

EXG W18X76 EXG W16X57 EXG W16X57 EXG W16X57 EXG W16X26

B.i I

I I I I METAL ROOF DECK NOTES:

EXG W14X22 EXG W16X26

EXG W16X26 EXG W16X26 1.O

)XA.I 0

2.1 I I IIEXG W14X22 EXG W16X26

EXG W16X26Z.5

W18X35 3.EXG

EXG W16XG6EXG W18X35 EXG W18X35

I I I IEXG W16X36 EXG W16X36

4. MINIMUM YIELD STRENGTH 33 KSI

TOP OF STEEL ELEVATION = 73-6” (V.I.F.) TO MATCH EXISTING ROOF FRAMING ELEVATION.1.

2. SEE S-500 AND A-1.0 FOR ADDITIONAL INFORMATION. AIIIIIII///, %

C 26052

(—9 t02

W18X35 W16X36

EXG

EXG

8X35 6x36

W1 W1

EXG

EXG

OVERSIZED OR SLOTTED HOLES SHALL NOT BE USED FOR ANY CONNECTIONS UNLESS SPECIFICALLY INDICATED ON THE DRAWING

OR APPROVED IN WRITING BY THE ENGINEER.

I I i

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES , ETC, WITH THE

WORK OF THE OTHER TRADES.

ELEVA TOR

PENTHOUSE

CONNECTION OF DECK UNITS TO EACH OTHER AND TO SUPPORTS SHALL BE DESIGNED BY THE DECK SUPPLIER CONSISTENT WITH THE DECK PROPERTIES AND MANUFACTURER’S RECOMMENDATIONS. SEE SPECIFICATION FOR TYPE OF FASTENERS AND

SPACING FOR ATTACHMENT OF METAL ROOF DECK.

R —

EXG

W8X18

EXG

W8X18

EXG

W8X18

EXG

W8X18 i i i i i i i i i i i i i i i i i

WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS TEMPERATURES SHALL BE IN ACCORDANCE WITH THE AISC AND AWS SPECIFICATIONS. ANY STRUCTURAL STEEL DAMAGED IN WELDING IS TO BE REPLACED OR REINFORCED AS

ACCEPTABLE TO THE STRUCTURAL ENGINEER.

ALL STRUCTURAL WORK SHOWN OR SPECIFIED ON THESE DRAWINGS IS SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. ASPECTS OF THE WORK FOUND NOT IN CONFORMANCE WITH THE STRUCTURAL DOCUMENTS SHALL BE CORRECTED

AS DIRECTED BY THE ENGINEER.

THE TERM ’BEYOND’ USED IN SECTION VIEWS OF STRUCTURAL ELEMENTS INDICATES THAT SAID ELEMENT IS NOT IN THE LINE OF THE SECTION CUT; HOWEVER, IT PROVIDES A GREATER UNDERSTANDING OF THE STRUCTURE.

i i i i i i

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

(THERE WILL BE NO RELAXATION OF THIS RESTRICTION FOR ANY TRADE).

ALL STRUCTURAL STEEL SHALL BE NEW, CLEAN, AND STRAIGHT AND SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE A.I.S.C. CODE OF STANDARD PRACTICE (ADOPTED JUNE 2021), EXCEPT AS MODIFIED IN THESE NOTES

AND THE PROJECT SPECIFICATIONS.

METAL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK INSTITUTE PROJECT SPECIFICATIONS. SEE

PLAN FOR DECK TYPE AND GAGE.

PROVIDE NO LESS THAN 3/16” WELDS EXCEPT ALONG EDGES OF MATERIALS THAT ARE 1/4” OR LESS IN THICKNESS, FOR EDGES OR MATERIALS THAT ARE 1/4” OR LESS IN THICKNESS, USE THE MAXIMUM SIZE WELD PERMITTED BY THE GOVERNING AISC

SPECIFICATION.

DIMENSIONS OF EXISTING STRUCTURES SHOWN ON THESE PLANS HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS AND ASSUMED CORRECT, BUT ARE NOT GUARANTEED. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS IN THE FIELD.

ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR WELDS. ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS

WILL BE REJECTED.

INFILL EXG ROOF DECK OPENINGS WITH-------------

3”X20 GAGE GALV. TYPE N ROOF DECK TO

MATCH EXG. CONTRACTOR TO FIELD VERIFY

EXG ROOF DECK TYPE. (TYP OF 2)

O

S 6

8 —

SEE DETAIL

1/S-500 (TYP)

PERMANENT FRAMING AND FINAL CONNECTION DETAILS ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION SEQUENCES, MEANS, AND METHODS; AND FOR THE DESIGN OF TEMPORARY LATERAL AND VERTICAL BRACING.

TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL THE COMPLETE VERTICAL AND LATERAL FORCE RESISTING SYSTEMS HAVE

BEEN INSTALLED.

J O)

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF METAL ROOF DECK AND STRUCTURAL STEEL FOR REVIEW BEFORE PROCEEDING WITH WORK. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND ACCEPT FULL RESPONSIBILITY FOR DIMENSIONAL CORRECTNESS. SHOP DRAWINGS SHALL BEAR THE REVIEW AND APPROVAL STAMP OF THE CONTRACTOR.

DO NOT SUSPEND POINT LOADS FROM DECK INCLUDING HANGERS FOR CEILINGS, PIPES, DUCTS, EQUIPMENT, ETC.

CONTRACTOR INSTALLING SUCH POINT LOADS SHALL PROVIDE SUB-FRAMING TO TRANSFER LOAD TO STRUCTURE SUPPORTING

DECK.

WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS QUALIFICATION TESTS. THE ENGINEER MAY

REQUEST SUCH EVIDENCE AT ANY TIME DURING THE PROJECT.

THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY FABRICATION OR ERECTION ERRORS OR DEVIATIONS AND

SHALL RECEIVE WRITTEN APPROVAL BEFORE ANY FIELD CORRECTIONS ARE MADE.

STEEL FRAMED OPENINGS FOR MECHANICAL, ELECTRICAL, PLUMBING AND OTHER ITEMS HAVE BEEN SHOWN BASED ON DESIGN DRAWINGS THAT WERE AVAILABLE FOR COORDINATION PRIOR TO THE ISSUANCE OF THE FINAL BID DOCUMENTS. THESE ITEMS ARE SHOWN TO ASSIST THE CONTRACTOR IN UNDERSTANDING THE GENERAL SCOPE OF WORK, BUT ARE NOT INTENDED TO REPRESENT EXACT LOCATIONS, QUANTITIES, OR COMPLETE EXTENT OF REQUIRED COORDINATION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH ALL OTHER TRADES. THE CONTRACTOR SHALL PROVIDE STEEL FRAMES FOR ALL OPENINGS AS REQUIRED BY THE TYPICAL FRAMED OPENINGS DETAIL ON DRAWING S-500 WHETHER THEY ARE SHOWN OR NOT SHOWN IN THE

DRAWINGS.

UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE TIGHTENED TO THE ’’SNUG TIGHT” CONDITION DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH.

THE SNUG TIGHT CONDITION MUST ENSURE THAT THE PLIES OF THE CONNECTED MATERIAL HAVE BEEN BROUGHT INTO SNUG

CONTACT.

AFTER ERECTION IS COMPLETE, TOUCH-UP ALL SHOP PRIMED COATS DAMAGED DURING TRANSPORTATION AND ERECTION AND

PRIME ALL FIELD WELDS USING THE SAME PAINT USED FOR SHOP PRIMING.

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SEE DETAIL

2/S-500 (TYP)

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A. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE COAT OF AN APPROVED SHOP PRIMER APPLIED IN ACCORDANCE WITH THE

MANUFACTURER’S RECOMMENDATIONS, UNLESS NOTED OTHERWISE. SURFACE PREPARATION OF STEEL PRIOR TO SHOP PAINTING

SHALL CONFORM TO SSPC-SP 3.

PROVIDE ANGLE FRAME AT

DECK OPENING. SEE DETAIL

3/S-500. (TYP)

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ASTM A992 (50 KSI)

ASTM A36

ASTM A325

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-----PROVIDE ANGLE FRAME AT

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3/S-500. (TYP)

PARTIAL STRUCTURAL ROOF FRAMING PLAN

1/8” = 1’-0”

NOTES:

MATERIAL SPECIFICATIONS:

W,WT SHAPES

L SHAPES, MISC. PLATES & BARS,

BOLTS

THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS FOR THE 2022 CONNECTICUT STATE BUILDING CODE, EXCEPT AS AMENDED, ALTERED OR DELETED BY THE ADDITIONAL PROVISIONS IN THE

CONNECTICUT SUPPLEMENT.

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project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

JDE

JLL

S-50020210908.A12_STR01.dwg

DETAILS

STRUCTURAL

AS NOTED

SEE MECHANICALEXG METAL DECK EXG METAL DECK

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TYPICAL CONNECTION AT EXISTING BEAM

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TYPICAL ROOF CURB CONNECTION

3” = 1-0”

EXG WIDE ELANGE

PER PLAN

1/2" = 1-0”

*0* C,, $030% 29T C • drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

WATERBURY, CT

professional seal

1379 MAIN STREET

CAPITAL STUDIO ARCHITECTS, PC

EAST HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

E

F

0.5 1 1.3 2 3 4 5

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THROUGH EXISTING ROOF.

REFER TO ENGINEERING

DRAWINGS

PROVIDE DUCT OPENING

THROUGH EXISTING ROOF.

REFER TO ENGINEERING

DRAWINGS

PROVIDE PEDESTAL.

MATCH EXISTING.

MATCH EXISTING

DIMENSION FROM

EXISTING RTU

EXISTING PEDESTAL

EXISTING PEDESTAL

EXISTING PEDESTAL

RTU ON EXISTING CURBS

AND PEDESTAL SUPPORT.

REFER TO ENGINEERING

DRAWINGS FOR UNIT

INFORMATION.

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SUPPORT. REFER TO

ENGINEERING DRAWINGS

FOR UNIT INFORMATION.

RTU ON EXISTING CURBS

AND PEDESTAL SUPPORT.

REFER TO ENGINEERING

DRAWINGS FOR UNIT

INFORMATION.

RTU ON CURBS AND

PEDESTAL SUPPORT.

REFER TO ENGINEERING

DRAWINGS FOR UNIT

INFORMATION.

ALIGN DUCT

OUTLET WITH

EXISTING OPENING

BELOW

ALIGN DUCT INLET

WITH EXISTING

OPENING BELOW

ALIGN DUCT OUTLET

WITH EXISTING

OPENING BELOW

ALIGN DUCT INLET

WITH EXISTING

OPENING BELOW

ALIGN DUCT INLET

WITH EXISTING

OPENING BELOW

EXISTING

PENTHOUSE

REMOVE EXISTING RTU. CUT EXISTING ROOF SYSTEM

DOWN TO TOP OF METAL DECK UNDER UNIT AND UP TO

12" BEYOND UNIT FOOTPRINT. REPAIR ROOF SYSTEM

UNDER AND AROUND UNIT AFTER ROOF OPENING

PATCHING AND INSTALLATIONS. MATCH EXISTING ROOF

SYSTEM. SALVAGE BALLAST STONES FOR REUSE.

REFER TO ENGINEERING DRAWINGS FOR ROOF OPENING

REQUIREMENTS AND SCOPE OF WORK.

A1.0

A1.0

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METAL CAP FLASHING EXTEND ROOF

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DECK

PREFAB RAIL SYSTEM

MODEL #ER-4B STYLE

BY RPS ACCESSORIES

BASIS OF DESIGN

1' - 0" MIN.

TYP.

4"

EXISTING

ROOF SYSTEM

EXISTING METAL DECK

WITH FIREPROOFING

PROVIDE 2X P.T. WOOD BLOCKING

DUCT OPENING

20 GA. GALV. METAL BELOW

ENTIRE UNIT. SECURE TO

ANGLE AND SEAL ALL JOINTS

WITH DUCT SEALANT. MATCH

EXISTING

REFER TO ENGINEERING DRAWINGS

FOR STRUCTURAL INFORMATION

RESTORE FIREPROOFING

SYSTEM AS NEEDED. MATCH

EXISTING

2 LAYERS 5/8" GLASS MAT SHEATHING

BATT INSULATION AT VOID

PREFAB MECHANICAL UNIT CURB

REFER TO MEP DRAWINGS. RPS

ACCESSORIES MODEL #RC-2A

BASIS OF DESIGN

EXTEND FLASHING MEMBRANE OVER CURB

METAL FLASHING

MEMBRANE FLASHING WITH

FASTENERS @ 12" O.C..

LAP EDGE SEALANT

CUT OUT ROOF SYSTEM

WHERE CURBS ARE TO

BE INSTALLED

PATCH ROOF WITH

BALLASTED ROOF

SYSTEM TO MATCH

EXISTING

FULLY ADHERED

MEMBRANE FLASHING.

OVERLAP JOINT 4" TO

EACH SIDE. PROVIDE

LAP EDGE SEALANT

8"

GENERAL NOTES - CONSTRUCTION

1. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND ANY

DISCREPANCIES SHALL BE PROMPTLY REPORTED TO THE ARCHITECT.

2. WHERE THE DRAWINGS AND SPECIFICATIONS CONFLICT THE MOST STRINGENT,

GREATEST QUANTITY AND OR BEST QUALITY SHALL BE USED.

3. PATCH, REPAIR, AND REFINISH ALL SURFACES EXPOSED BY DEMOLITION WORK

OR CUTTING TO ALIGN WITH EXISTING SURFACES SCHEDULED TO REMAIN.

4. REFER TO ENGINEERING DRAWINGS FOR STRUCTURAL, MECHANICAL, AND

ELECTRICAL SCOPE OF WORK.

ROOF TOP EQUIPMENT CURB AND RAIL

EQUIPMENT CURB BASIS OF DESIGN: RPS ACCESSORIES MODEL #RC-2A STYLE, 18 GA.

GALVANIZED STEEL, 1 1/2", 3 LBS DENSITY FIBERGLASS INSULATION, P.T. WOOD

NAILER, "A" STYLE FLUSH, UNITIZED CONSTRUCTION, CONTINUOUS WELDED CORNER

SEAMS.

OTHER MANUFACTURERS:

1. THE PATE COMPANY MODEL #EB-5 ROOF CURB

2. THYBAR CORPORATION TYPE TC-1 ROOF CURB

EQUIPMENT RAIL BASIS OF DESIGN: RPS ACCESSORIES MODEL #ER-4B STYLE, 18 GA.

GALVANIZED STEEL, GALVANIZED CAP FLASHING, P.T. WOOD NAILER, "B" STYLE,

UNITIZED CONSTRUCTION, CONTINUOUS WELDED CORNER SEAMS.

OTHER MANUFACTURERS:

1. THE PATE COMPANY MODEL #ES-5B EQUIPMENT SUPPORT

2. THYBAR CORPORATION TYPE #TEMS-1 EQUIPMENT SUPPORT

1/8" = 1'-0"

FP-01_ROOF PLAN

CR

AS NOTED

DH

1 1/2" = 1'-0"

MECHANICAL UNIT RAIL DETAIL

1 1/2" = 1'-0"

MECHANICAL CURB DETAIL

A-1.0

ROOF PLAN & DETAILS

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- FIRST AND SECOND FLOOR

FIRE PROTECTION PLANS

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

WATERBURY, CT

professional seal

PO Box 1002

NORTHEAST FIRE SYSTEMS, LLC

WILBRAHAM, MA 01095

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

AS NOTED

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FIRE PROTECTION DETAILS

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

WATERBURY, CT

professional seal

PO Box 1002

NORTHEAST FIRE SYSTEMS, LLC

WILBRAHAM, MA 01095

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

NTS

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M-00120210908A12_M-001.dwg

MECHANICAL ABBREVIATIONS AND LEGENDS

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

NTS

MECHANICAL SYMBOL LEGEND

BALL VALVE

TWO WAY CONTROL VALVE

AHU AIR HANDLING UNIT

THREE WAY CONTROL VALVE

BD BACKDRAFT DAMPER

GATE VALVE

CBF CARBON FILTER ex GLOBE VALVECF CIRCULATING FAN

BALANCE VALVECFM CUBIC FEET PER MINUTE

O.S. & Y VALVECPU CENTRAL PROCESSING UNIT

CHECK VALVEDDC DIRECT DIGITAL CONTROL

HOSE BIB WITH VALVEEF EXHAUST FAN

EXPT EXPANSION TANK PRESSURE REDUCING VALVE

FCFU PRESSURE RELIEF VALVE

FLR FLOW SWITCH

GPM GALLON PER MINUTE STRAINER

GV GRAVITY VENT

AIR VENT

HP HORSEPOWER

PIPE UP

HVAC

0 PIPE DOWN

LCD TEE DOWN

M TEE

NFPA

III UNION

VIBRATION ISOLATOROA

OD OUTSIDE DIAMETER ONE WAY CEILING DIFFUSER

PUMPP

TWO WAY CEILING DIFFUSERPSI POUNDS PER SQUARE INCH

TRA RETURN AIR

TWO WAY CEILING DIFFUSER (CORNER)RGV ROOF GRAVITY VENTILATOR

T

RTU ROOF TOP UNIT THREE WAY CEILING DIFFUSER

SUPPLY AIRSA T

FOUR WAY CEILING DIFFUSERSMOKE DETECTORSD

SUPPLY FANSF

CEILING RETURN GRILLE (TYPICAL)

SFT SHOT FEEDER TANK

TCU TEMPERATURE CONTROL UNIT CEILING LINEAR SLOT DIFFUSER[ ]

TDV TRIPLE DUTY VALVE V 22’ DUCT ELBOWTYP TYPICAL

Al ANALOG INPUT 45’ DUCT ELBOW AO ANALOG OUTPUT a 90° ROUND DUCT ELBOWDI DIGITAL INPUT

DO DIGITAL OUTPUT

90’ MITERED DUCT ELBOW

TCC

45’ BRANCH DUCT TAKEOFFVAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

FLEX DUCT CONNECTIONZD ZONE DAMPER

FIRE DAMPER

VOLUME DAMPERTV. D.

PRESSURE GAUGE WITH VALVE

THERMOMETER

CO SENSORCD

CO2 SENSOR

T SPACE AIR TEMPERATURE SENSOR

RELATIVE HUMIDITY SENSORRH

TEMP CONTROLLER (HEAT/COOL) BY EQUIP MFGRT

VFD VARIABLE FREQUENCY DRIVE

AUTOMATIC TEMPERATURE CONTROLS PANELATC

DUCT TYPE SMOKE DETECTORDS

AE

AFF

TEMPERATURE CONTROLS

CONTRACTOR

MECHANICAL

ABBREVIATIONS

N M++

NATIONAL FIRE

PROTECTION ASSOCIATION

OUTSIDE AIR

AIR ELIMINATOR

ABOVE FINISHED FLOOR

HEATING, VENTILATION,

AND AIR CONDITIONING

LIQUID CRYSTAL DISPLAY

MOTORIZED DAMPER

CO2 PURGING FAN/CARBON FILTER UNIT

FLOOR

IE

E I o

N

Elizabeth.Landry

M-11120210908A12_M-110.dwg

- FIRST FLOOR

MECHANICAL PLANS

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

Elizabeth.Landry Stamp

CAbel Rectangle

CAbel Text Box

INSTALLATION PLAN - FIRST FLOOR

CAbel Rectangle

CAbel Rectangle

CAbel Text Box

DEMOLITION AND

CAbel Rectangle

CAbel

FIRST FLOOR MECHANICAL INSTALLATION PLAN

M-12120210908A12_M-110.dwg

- SECOND FLOOR

MECHANICAL PLANS

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

Elizabeth.Landry Stamp

CAbel Rectangle

CAbel Text Box

INSTALLATION PLAN - SECOND FLOOR

CAbel Rectangle

CAbel Rectangle

CAbel Text Box

DEMOLITION AND

CAbel Rectangle

CAbel

SECOND FLOOR MECHANICAL INSTALLATION PLAN

M-13120210908A12_M-110.dwg

- THIRD FLOOR

MECHANICAL DEMOLITION AND NEW WORK

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

LINETYPE LEGEND

EXISTING TO REMAIN\

NEW WORK

DEMOLITION

MAP REFERENCE

GENERAL NOTES:

1.

6.

3 521.3 3 521.3

1=—F F

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M3CONF.

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40x12 RETURN DUCT

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34X18 RETURN DUCT

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40x12 RETURN DUCT

EXISTING TO REMAIN

34X18 RETURN DUCT

EXISTING TO REMAIN

34X18 RETURN DUCT

EXISTING TO REMAIN

32x12 SUPPLY DUCT

EXISTING TO REMAIN

40x12 RETURN DUCT

EXISTING TO REMAIN

40x12 RETURN DUCT

EXISTING TO REMAIN

32x12 SUPPLY DUCT

EXISTING TO REMAIN

32x12 SUPPLY DUCT

EXISTING TO REMAIN

REMOVE 2” HWS AND HWR

IN FRONT OF RETURN DUCT

EXECUTIVE

SECRETARY

LEGAL SERVICES

DIV. CHIEF

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M3 (3101 1

CUSTOMIZED—

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(3107

DRAWING BACKGROUND IS A COMPILATION OF HISTORIC DRAWINGS RECEIVED ELECTRONICALLY BY FUSS & O’NEILL IN MAY 2023, CLIENT AUTOCAD FILES, AND LIMITED FIELD INVESTIGATION

PERFORMED BY FUSS AND O’NEILL, INC. FROM MAY 2023 THROUGH AUGUST 2023

M3

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(3111

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REROUTE 2” HWS AND HWR

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RETURN DUCT. SEE DETAIL

4/M-503.

M1 (3119

4.

5.

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CUSTOMIZED—

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(3107

E2 (3114

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EXTEND 40X12 RETURN DUCT

6’. CONNECT TO EXISTING

RETURN DUCT. RELOCATE

EXISTING LIGHT FIXTURE

HANGERS, DIFFUSER

HANGERS, AND CEILING

HANGERS PER TECHNICAL

SPECIFICATIONS. SEE DETAIL

5/M-503.

REROUTE EXISTING 60 FLEX

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RETURN. CONNECT TO

EXISTING DIFFUSER

MULTI-PURPOSE

CONFERENCE

(3126

EXTEND 40X12 RETURN DUCT

6’. CONNECT TO EXISTING

RETURN DUCT. RELOCATE

EXISTING LIGHT FIXTURE

HANGERS, FLEXIBLE CONDUIT,

AND CEILING HANGERS PER

TECHNICAL SPECIFICATIONS.

INSTALL DUCT SMOKE DETECTORS ON EACH RETURN AIR INLET

PER MANUFACTURER INSTRUCTIONS. LOCATE AS FAR AWAY

FROM AIR INLETS AND FITTINGS AS POSSIBLE TO REDUCE

TURBULENCE AT SMOKE DETECTOR.

DUCT SMOKE DETECTOR LOCATION SHOWN IS APPROXIMATE.

EXISTING DUCT AND PIPE SIZES ESTIMATED BASED ON LIMITED

FIELD INVESTIGATION AND EXISTING DRAWINGS. CONTRACTOR

TO VERIFY IN FIELD.

PROVIDE BIRD SCREEN ON ALL PLENUM RETURN DUCTS.

INSTALL VOLUME DAMPERS DOWNSTREAM OF DUCT SMOKE

DETECTORS. LOCATION OF VOLUME DAMPERS SHOWN IS

APPROXIMATE.

CONTRACTOR TO FIELD-LOCATE AND INSTALL ACCESS PANELS

FOR DUCT SMOKE DETECTORS IN COORDINATION WITH OWNER.

SEE SPECIFICATION 233300.

REMOVE EXISTING 60

DUCT IN FRONT OF

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(3124

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(3127

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(3130

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(3106

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(3137

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(3120

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EXTEND 34X18 RETURN DUCT 9’.

CONNECT TO EXISTING RETURN

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CONDUIT PER TECHNICAL

SPECIFICATIONS.

SUPPLY DUCT

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RELOCATE EXISTING LIGHT

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Elizabeth.Landry

CAbel Rectangle

CAbel Text Box

INSTALLATION PLAN - THIRD FLOOR

CAbel Rectangle

CAbel Rectangle

CAbel

THIRD FLOOR MECHANICAL INSTALLATION PLAN

M-14120210908A12_M-110.dwg

- FOURTH FLOOR

MECHANICAL DEMOLITION AND NEW WORK

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

LINETYPE LEGEND

EXISTING TO REMAIN\

NEW WORK

DEMOLITION

MAP REFERENCE

GENERAL NOTES:

1.

6.

3 521.3 3 521.3

REMOVE 80 SUPPLY DUCT

| i

FLEEF F[O o

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30x12 SUPPLY DUCT

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LOBBY

M1 (4115

30x12 SUPPLY DUCT

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MV DIVISION

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(4120

FILE RM.

(4124

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FILE RM.

(4124

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M3 (4121

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(4131

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(4126

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(4102

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60 SUPPLY DUCT

SMALL

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(4104

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AREA

DRAWING BACKGROUND IS A COMPILATION OF HISTORIC DRAWINGS RECEIVED ELECTRONICALLY BY FUSS & O’NEILL IN MAY 2023, CLIENT AUTOCAD FILES, AND LIMITED FIELD INVESTIGATION

PERFORMED BY FUSS AND O’NEILL, INC. FROM MAY 2023 THROUGH AUGUST 2023

OFFICE

EQUIPMENT

LOBBY

(4106

M2

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(4128

M2 (4119

4.

5.

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CLOSET

(4102

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M1 (4116

M2

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REROUTE 80 DUCT BELOW

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2/M—504.

COM. VEHICLE

SAFETY

FILES

(4123

COM. VEHICLE

SAFETY

M1 (4116

AS/LOGISTICAL

SERVICES

(4130

EXISTING TO REMAIN

SUPPLY DUCT

M1 (4115

EXISTING TO REMAIN

SUPPLY DUCT

REMOVE 16X10 SUPPLY

DUCT IN FRONT OF

RETURN GRILLE

OFFICE

EQUIPMENT

EXTEND 40X12 RETURN

DUCT 55” FROM WALL.

CONNECT TO EXISTING

RETURN DUCT.

PROVIDE 60 FLEX DUCT.

CONNECT TO EXISTING 60

DUCT AND DIFFUSER.

ROUTE FLEX DUCT BELOW

RETURN AIR DUCT. SEE

DETAIL 1/M-504.

INSTALL DUCT SMOKE DETECTORS ON EACH RETURN AIR INLET

PER MANUFACTURER INSTRUCTIONS. LOCATE AS FAR AWAY

FROM AIR INLETS AND FITTINGS AS POSSIBLE TO REDUCE

TURBULENCE AT SMOKE DETECTOR.

DUCT SMOKE DETECTOR LOCATION SHOWN IS APPROXIMATE.

EXISTING DUCT AND PIPE SIZES ESTIMATED BASED ON LIMITED

FIELD INVESTIGATION AND EXISTING DRAWINGS. CONTRACTOR

TO VERIFY IN FIELD.

PROVIDE BIRD SCREEN ON ALL PLENUM RETURN DUCTS.

INSTALL VOLUME DAMPERS DOWNSTREAM OF DUCT SMOKE

DETECTORS. LOCATION OF VOLUME DAMPERS SHOWN IS

APPROXIMATE.

CONTRACTOR TO FIELD-LOCATE AND INSTALL ACCESS PANELS

FOR DUCT SMOKE DETECTORS IN COORDINATION WITH OWNER.

SEE SPECIFICATION 233300.

EXTEND 40X12 RETURN

DUCT 10’ FROM WALL.

CONNECT TO EXISTING

RETURN DUCT. RELOCATE

EXISTING LIGHT FIXTURE

HANGERS, CEILING

HANGERS, AND PIPE

HANGERS PER TECHNICAL

SPECIFICATIONS.

EMPLOYEE

LOUNGE

(4108

AS/LOGISTICAL

SERVICES

(4130

SMALL

CONFERENCE

(4104

M3 (4113

EXTEND 40X12 RETURN DUCT

10’ FROM WALL. CONNECT TO

EXISTING. RELOCATE LIGHT

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M3 (4103

LOBBY

(4100

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(4108

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(4105

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(4129

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(4122

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(4123

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DIFFUSER AND SUPPLY DUCT

4A-60BC

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EXISTING TO REMAIN

DIFFUSER AND SUPPLY DUCT

EXISTING TO REMAIN

SUPPLY DUCT

(c)-

EXISTING TO REMAIN

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EXTEND 38X16 RETURN DUCT

6’ FROM WALL. CONNECT TO

EXISTING RETURN DUCT.

RELOCATE EXISTING LIGHT

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EXISTING TO REMAIN

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(c)-

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M1

Elizabeth.Landry

CAbel Rectangle

CAbel Text Box

INSTALLATION PLAN - FOURTH FLOOR

CAbel Rectangle

CAbel Rectangle

CAbel

FOURTH FLOOR MECHANICAL INSTALLATION PLAN

M-15120210908A12_M-110.dwg

- FIFTH FLOOR

MECHANICAL DEMOLITION AND NEW WORK

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA, 755 MAIN ST.

FUSS & O' NEILL

HARTFORD, CT

55 WEST MAIN STREET

HVAC, Energy Upgrades

BID SET

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

LINETYPE LEGEND

EXISTING TO REMAIN\

NEW WORK

DEMOLITION

MAP REFERENCE

GENERAL NOTES:

1.

6.

© O 3 5 3 52 21.3 1.3

1 1

Si FREMOVE 72X41 ETURN [O OM1 M1 dM2 M2

CONFERENCECONFERENCE

| C5107 | C5107I I F I I I I F I I Ia a [C5101 C5101

I I I I I I (5119 I I I I I I

H- HI E—

G ACTIVE FILESI I I I L OFFICE EQUIPMENT I I I I I I 1 OFFICE EQUIPMENT I I

II 5 IISDM2 M2V ) (5120y 0 MlI 0 [7 7CONFERENCE CONFERENCE I I I I I

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UCONN EXECUTIVE UCONN EXECUTIVEA. I A. I

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Z.5 Z.5

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FIFTH FLOOR MECHANICAL DEMOLITION FIFTH FLOOR MECHANICAL NEW WORK1 2SCALE: 1/16”=1’-0” SCALE: 1/16”=1’-0”

La wDN

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LOBBY

P2 C5111

62X36 RETURN DUCT

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40X12 RETURN DUCT

EXISTING TO REMAIN

62X36 RETURN DUCT

EXISTING TO REMAIN

PROVIDE 40X12 RETURN DUCT

SERVING 5TH FLOOR PLENUM.

ADMIN.

MANAGER

ADMIN.

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BOARD OF

PAROLE

UBRARY

(5125

2.

3.

UCONN

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BOARD OF

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M1 (5110

M1 (5110

P2 C5111

H.C.T. ' (5141

DRAWING BACKGROUND IS A COMPILATION OF HISTORIC DRAWINGS RECEIVED ELECTRONICALLY BY FUSS & O’NEILL IN MAY 2023, CLIENT AUTOCAD FILES, AND LIMITED FIELD INVESTIGATION

PERFORMED BY FUSS AND O’NEILL, INC. FROM MAY 2023 THROUGH AUGUST 2023

LOUNGE

(5126

4.

5.

EXTEND 40X12 RETURN

DUCT 3’ FROM WALL.

CONNECT TO EXISTING

RETURN DUCT. RELOCATE

LIGHT FIXTURE HANGERS

AND FLEX CONDUIT PER

TECHNICAL SPECIFICATIONS.

SEE 4/M-504.

H.C.T.

RECEPTION

(5113

30X36 SUPPLY DUCT

UP TO RTU EXISTING

TO REMAIN

30X36 SUPPLY DUCT

UP TO RTU EXISTING

TO REMAIN

62X36 SUPPLY DUCT

UP TO RTU EXISTING

TO REMAIN

62X36 SUPPLY DUCT

UP TO RTU EXISTING

TO REMAIN

PROVIDE 70X30 SUPPLY

DUCT FROM RTU SUPPLY

PENETRATION LOCATION TO

EXISTING SUPPLY CHASE. SEE

M-161 FOR RTU LOCATION.

EXTEND 40X12 RETURN

DUCT 26” FROM WALL.

CONNECT TO EXISTING

RETURN DUCT.

ACTIVE FILES

CHAIRMAN

(5105

INSTALL DUCT SMOKE DETECTORS ON EACH RETURN AIR INLET

PER MANUFACTURER INSTRUCTIONS. LOCATE AS FAR AWAY

FROM AIR INLETS AND FITTINGS AS POSSIBLE TO REDUCE

TURBULENCE AT SMOKE DETECTOR.

DUCT SMOKE DETECTOR LOCATION SHOWN IS APPROXIMATE.

EXISTING DUCT AND PIPE SIZES ESTIMATED BASED ON LIMITED

FIELD INVESTIGATION AND EXISTING DRAWINGS. CONTRACTOR

TO VERIFY IN FIELD.

PROVIDE BIRD SCREEN ON ALL PLENUM RETURN DUCTS.

INSTALL VOLUME DAMPERS DOWNSTREAM OF DUCT SMOKE

DETECTORS. LOCATION OF VOLUME DAMPERS SHOWN IS

APPROXIMATE.

CONTRACTOR TO FIELD-LOCATE AND INSTALL ACCESS PANELS

FOR DUCT SMOKE DETECTORS IN COORDINATION WITH OWNER.

SEE SPECIFICATION 233300.

LOUNGE

C5126

P2 (5108

OFFICE

(5134

LOBBY

C5100

C-3 (5124

C-3 (5106

PROVIDE 72X46 RETURN

DUCT FROM RTU RETURN

PENETRATION LOCATION TO

EXISTING RETURN CHASE. SEE

M-161 FOR RTU LOCATION.

D.E.C.D.

C5128

E-1 C5123

P2 (5108

C-3 (5124

OFFICE

(5134

REMOVE RETURN OPENINGS

TO 5TH FLOOR PLENUM

ASST.-

PROF.

(5147

ASST. -

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(5146

UCONN

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(5136

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SECRETARY/RECEPTION

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(5133

E-1 (5123

62X36 RETURN DUCT

UP TO RTU EXISTING

TO REMAIN

C-3 (5106

62X36 RETURN DUCT

UP TO RTU EXISTING

TO REMAIN

INSTALL 40X12 RETURN

DUCT. CONNECT TO EXISTING

RETURN DUCT. RELOCATE

EXISTING SUPPLY DUCT AND

LIGHT FIXTURE HANGERS.

SEE 3/M-504.

REMOVE 72X46 RETURN

DUCT IN PLENUM

DUCT UP TO RTU. SEAL

PENETRATION PER

STRUCTURAL DRAWINGS

D.E.C.D.

C5128

UCONN AVC

(5136

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E-1 <5122—

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C5129

I

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C5147

ASST. -

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C5146

ASST.

PROF.-

C142

80 SUPPLY FLEX DUCT ASST

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DUCT EXISTING TO REMAIN

DORNNT

FILES.

C5140 o L (5120) o Z Z

I

----IP

ASST.------L_

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ASST.

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C5142

80 SUPPLY FLEX DUCT

ROUTED ABOVE RETURN 3145

DUCT EXISTING TO REMAIN---- #=il I

I.C.T.

COMP. OP.

(5116

M1

M1

Elizabeth.Landry

CAbel Rectangle

CAbel Text Box

INSTALLATION PLAN - FIFTH FLOOR

CAbel Rectangle

CAbel Rectangle

CAbel

FIFTH FLOOR MECHANICAL INSTALLATION PLAN

MD-16120210908A12_M-150.dwg

DEMOLITION PLAN

ROOFTOP MECHANICAL

CAD no.

08/12/2026 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

ROWLAND GOVERNMENT CENTER

BI-T-619J

WATERBURY, CT

professional seal

ONE FINANCIAL PLAZA,…