25032 - Central Falls Public Safety Complex - Phase 0.5 Drawings.pdf

CONSULTANTS:

INDEX OF DRAWINGS

DWG NO DESCRIPTION

Suite 100 Smithfield, Rhode Island

02917

T: 401-232-5010 F: 401-232-5080

WWW.ARCH-ENG.COM

310 George Washington Highway

PROJECT DESIGN BY:

AHARONIAN

& ASSOCIATES, INC.

ARCHITECTS

A1.0 A1.1

PHASE 0.5 BASEMENT PLANS & DETAILS

PHASE 0.5 FIRST FLOOR PLANS

OWNER:

CENTRAL FALLS

PUBLIC SAFETY

COMPLEX

160 ILLINOIS STREET

CENTRAL FALLS

RHODE ISLAND 02863

PROVIDENCE COUNTY

OCTOBER 03, 2025

PHASE 0.5 - ERV-1

CITY OF CENTRAL FALLS

ALBERTO M. DE BURGO

PURCHASING AGENT

ADEBURGO@CITY.CENTRALFALLSRI.GOV

FOR CONSTRUCTION

PRISTINE ENGINEERS, INC.

FP, M, P & E ENGINEER

534 NEW STATE HIGHWAY, SUITE 5

RAYNHAM, MA 02767

A1.2 A1.3

PHASE 0.5 SECOND FLOOR PLANS

PHASE 0.5 ROOF PLAN, SCHEDULE & DETAILS

C.A. PRETZER ASSOCIATES INC

STRUCTURAL ENGINEERS

50 FREEWAY DRIVE

CRANSTON, RI 029010

S1.0 ROOF JOIST REINFORCEMENT

WH

S

GENERATOR

MECHANICAL ROOM

UNION ROOM

H A

LL

R R

RR

DAYROOM

KITCHEN

TRAINING ROOM

FIRE PREVENTION

OFFICE

EMS OFFICE

CLO.

CLO.

CLO.

CHILLER

BOILER

DINING

SW STAIR

SE STAIR

A

LC

O V E

HALL

UNION

STORAGE

PHASE 0.5

BASEMENT PLANS

& DETAILS

A1.0

MG

DRAWING NUMBER:

DRAWN BY:

DATE: PROJ NO:

CHECKED BY:

OCT 14, 2025

DRAWING TITLE:

PROJECT TITLE:

160 ILLINOIS ST

CENTRAL FALLS, RI 02863

PROVIDENCE COUNTY

DISCLAIMER

OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND

SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL

SERVICE AND SHALL REMAIN THE PROPERTY OF THE

ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,

IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR

PURPOSES OR BY ANY OTHER PARTIES THAN THOSE

PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE

EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.

DH

25032

FOR CONSTRUCTION

REMARKSNUMBER DATE

REVISIONS:

AH

AR

O N

IA

N

A

SS

O

C

IA

TE

S

IN

C

T: 401-232-5010 F: 401-232-5080

WWW.ARCH-ENG.COM

AHARONIAN

& ASSOCIATES, INC.

ARCHITECTS

CENTRAL FALLS

PUBLIC SAFETY

COMPLEX

PHASE 0.5

KEYPLAN N

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PROPOSED LOCATION OF ERV-01 DUCTWORK PENETRATION @ CEILING

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(2) 20x10 DUCTS FROM FIRST FLOOR TO BASEMENT. PROVIDE FIRE DAMPERS AT FLOOR PENETRATION. SEAL PENETRATIONS w/ HILTI CP6O6 (SEE PRODUCT APPLICATION + RELATED UL ASSEMBLY ON THIS SHEET)

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GENERAL NOTES:

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1) THE CONTRACTOR SHALL OBTAIN ALL PERMITS & THE CONTRACTOR SHALL OBTAIN ALL PERMITS & INSPECTIONS NECESSARY TO INSURE ISSUANCE OF AN OCCUPANCY CERTIFICATE UPON COMPLETION OF THE WORK. 2) THE CONTRACTOR SHALL MAINTAIN ALL INSURANCE THE CONTRACTOR SHALL MAINTAIN ALL INSURANCE REQ'D BY THE OWNER AND/OR GOVERNMENTAL AUTHORITIES & SHALL PROVIDE PROOF OF SUCH INSURANCE AS REQ'D. 3) ALL WORK SHALL BE IN STRICT ACCORDANCE w/ ALL WORK SHALL BE IN STRICT ACCORDANCE w/ ALL APPLICABLE CODES, CITY OF FALL RIVER, RHODE ISLAND REQ'TS & AS PUT FORTH IN THESE CONSTRUCTION DOCUMENTS. WHERE CONFLICTS OCCUR, THE MOST STRINGENT REQ'TS SHALL BE MET. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING CONSTRUCTION. 5) THE DRAWINGS MAY NOT BE TO SCALE. SEE PLANS THE DRAWINGS MAY NOT BE TO SCALE. SEE PLANS & DETAILS FOR DIMENSIONS. 6) ALL EXTERIOR DIMENSIONS SHOWN ARE TO THE ALL EXTERIOR DIMENSIONS SHOWN ARE TO THE FACE OF FRAMING. ALL INTERIOR DIMENSIONS SHOWN ARE TO THE FACE OF SUBSTRATE. 7) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & ELEVATIONS BEFORE COMMENCING CONSTRUCTION & REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING. 8) THE CONTRACTOR SHALL ANCHOR WALL MOUNTED THE CONTRACTOR SHALL ANCHOR WALL MOUNTED EQUIPMENT & ACCESSORIES TO EXISTING WALLS AS REQ'D FOR PROPER SUPPORT. PROVIDE BLOCKING AS REQ'D. 9) LEVEL OF GYP BD FINISH PER MATERIAL: LEVEL OF GYP BD FINISH PER MATERIAL: UNDER WALL COVERING: 4 UNDER PAINT: 5 10) NOTHING IN THE SPECIFICATIONS OR DRAWINGS NOTHING IN THE SPECIFICATIONS OR DRAWINGS SHALL BE CONSTRUED TO ALLOW WORK NOT IN ACCORDANCE w/ THE 'CODE' REQ'TS. WHEN REQ'TS SHOWN OR SPECIFIED ARE LESS THAN THOSE DICTATED IN THE CODE, THE CONTRACTOR SHALL FURNISH AND/OR INSTALL THE LARGER SIZE OR HIGHER STANDARD WITHOUT EXTRA COST TO THE OWNER. 11) "PROVIDE" SHALL MEAN TO "SUPPLY & INSTALL". "PROVIDE" SHALL MEAN TO "SUPPLY & INSTALL".

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(2) 20x10 DUCTS FROM FIRST FLOOR TO BASEMENT

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PRECAST CONCRETE PLANKS (FLEXICORE) @4'-0" O.C.

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ROUTE DUCTWORK EXHAUST FROM RESTROOM TO RETURN DUCTWORK.

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GC SCOPE NOTES:

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1) THE INTENT OF THIS PROJECT IS A COMPLETE, THE INTENT OF THIS PROJECT IS A COMPLETE, FUNCTIONAL ERV SYSTEM. ALL COMPONENTS, ACCESSORIES, UTILITY CONNECTIONS & MODIFICATIONS, CONTROLS, MODIFICATIONS TO BUILDING INFRASTRUCTURE & ENGINEERING SHALL BE INCLUDED IN THE BASE BID. GC SHALL ENSURE ALL SUBS INCLUDE ALL NECESSARY ITEMS IN THEIR BASE BID. 2) ALL ELECTRICAL SHALL BE PROVIDED ON A DESIGN ALL ELECTRICAL SHALL BE PROVIDED ON A DESIGN BUILT BASIS. 3) ALL DUCTWORK SIZING SHALL BE PROVIDED ON A ALL DUCTWORK SIZING SHALL BE PROVIDED ON A DESIGN BUILT BASIS. (EXCEPTION; TRUNK LINES w/ SIZING NOTED). 4) ALL MODIFICATIONS TO SPRINKLER SYSTEM SHALL ALL MODIFICATIONS TO SPRINKLER SYSTEM SHALL BE PROVIDED ON A DESIGN BUILT BASIS. 5) EXHAUST FANS & DUCTWORK THAT ARE MADE EXHAUST FANS & DUCTWORK THAT ARE MADE OBSOLETE BY THIS SCOPE OF WORK SHALL BE REMOVED IN THEIR ENTIRETY. ROOF PENETRATIONS CAPPED, ELECTRICAL REMOVED BACK TO PANEL & MADE SAFE.

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ROUTE SUPPLY DUCTWORK TO TRAINING + DAYROOM.

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GC COORD NOTES:

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1) GC SHALL VERIFY POTENTIAL CONFLICTS BETWEEN GC SHALL VERIFY POTENTIAL CONFLICTS BETWEEN EXIST CONDITIONS AND THE NEW HVAC SYSTEM PRIOR TO START OF THE WORK. 2) GC SHALL PROVIDE IN THEIR BASE BID ALL GC SHALL PROVIDE IN THEIR BASE BID ALL MODIFICATIONS AND/ OR ADJUSTMENTS OF THE EXISTING CONDITIONS AS REQUIRED TO ACCOMMODATE THE NEW DUCTWORK IN AREAS AFFECTED BY THE WORK SCOPE. 3) SUCH MODIFICATIONS WILL INCLUDE, BUT NOT LIMITED SUCH MODIFICATIONS WILL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: EXISTING SPRINKLER PIPING AND HEADS EXISTING ELECTRICAL CONDUITS ELECTRICAL PANEL + BREAKER MODIFICATIONS

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PROVIDE CONNECTION TO RESTROOM EXHAUST DUCT. REMOVE ALL ABANDONED DUCTWORK.

AutoCAD SHX Text PROVIDE STEEL SQUARE FORMED ADJUSTABLE, BACKPAN STAMPED, CORE REMOVABLE, AND MULTI- LOUVERED CEILING DIFFUSERS CONSTRUCTED TO MAINTAIN 360 DEGREE DISCHARGE AIR PATTERN, BAKED ENAMEL FINISH, COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD RANGE. . TYP OF 4

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VARIES

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VARIES

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ETR FLOOR FINISH

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ASSUMED ETR STRUCT CONC TOPPING

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ETR FLEXICORE PRECAST PANEL

AutoCAD SHX Text FLEXICORE CUTTING NOTES: 1. PREFERRED CUT LOCATION IS NEAR THE PREFERRED CUT LOCATION IS NEAR THE MIDSPAN OF THE PLANK AND AWAY FROM SUPPORTS. 2. DO NOT CORE OR SAW THROUGH DO NOT CORE OR SAW THROUGH PRESTRESSING STRANDS. IF STRANDS ARE ENCOUNTERED, THE OPENING MUST BE RELOCATED OR ENGINEERED. 3. REINFORCE THE PLANK AROUND THE REINFORCE THE PLANK AROUND THE OPENING. 4. FIELD PATCHING WITH GROUT OR FIELD PATCHING WITH GROUT OR CONCRETE TOPPING AROUND THE CUT EDGE. 5. THE DESIGNATED STRUCTURAL ENGINEER THE DESIGNATED STRUCTURAL ENGINEER RESPONSIBLE FOR THIS WORK SHOULD BE CONSULTED BEFORE WORK BEGINS. THE FINAL LOCATION AND REQUIRED REINFORCEMENT WILL BE DETERMINED BY THE EOR.

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ETR FLOOR FINISH

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ASSUMED ETR STRUCT CONC TOPPING

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ETR PLANK CORE

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

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PHASE 0.5 BASEMENT PLAN

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PLAN

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

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PHASE 0.5 BASEMENT CEILING FRAMING PLAN

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PLAN

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SCALE: 1 1/2" = 1'-0"

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FLEXICORE SLAB CUTTING DETAILS

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3A - CROSS SECTION

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3B - LONGITUDINAL SECTION

W D

C

C

V

BUNK ROOM

DISPATCH

CHIEFS OFFICE

RR

CLO.CLO.

CLO.

RR

RR

DEPUTY CHIEF OFFICE

OIC ROOM

LOCKER ROOM

MAIN RESTROOM

CLO.

CLO.

VEST.

SW STAIR

SE STAIR

HALL

HALL

SECRETARY

OFFICE

REC

OF

PHASE 0.5 FIRST

FLOOR PLANS

A1.1

MG

DRAWING NUMBER:

DRAWN BY:

DATE: PROJ NO:

CHECKED BY:

OCT 14, 2025

DRAWING TITLE:

PROJECT TITLE:

160 ILLINOIS ST

CENTRAL FALLS, RI 02863

PROVIDENCE COUNTY

DISCLAIMER

OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND

SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL

SERVICE AND SHALL REMAIN THE PROPERTY OF THE

ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,

IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR

PURPOSES OR BY ANY OTHER PARTIES THAN THOSE

PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE

EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.

DH

25032

FOR CONSTRUCTION

REMARKSNUMBER DATE

REVISIONS:

AH

AR

O N

IA

N

A

SS

O

C

IA

TE

S

IN

C

T: 401-232-5010 F: 401-232-5080

WWW.ARCH-ENG.COM

AHARONIAN

& ASSOCIATES, INC.

ARCHITECTS

CENTRAL FALLS

PUBLIC SAFETY

COMPLEX

PHASE 0.5

KEYPLAN N

AutoCAD SHX Text

PROPOSED LOCATION OF DUCTS FOR ERV-01

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(2) 20x16 DUCTS FROM SECOND TO FIRST FLOOR.

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ROUTE DUCTWORK EXHAUST FROM MAIN RESTROOM TO RETURN DUCTWORK.

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ROUTE SUPPLY DUCTWORK TO HALLWAY + BUNK ROOM

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(2) 20x16 DUCTS FROM SECOND TO FIRST FLOOR. PROVIDE FIRE DAMPERS AT FLOOR PENETRATION. SEAL PENETRATIONS W/ HILTI CP6O6 (SEE A1.0 FOR PRODUCT APPLICATION + RELATED UL ASSEMBLY)

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PROVIDE CONNECTION TO RESTROOM EXHAUST DUCT. REMOVE ALL ABANDONED DUCTWORK.

AutoCAD SHX Text PROVIDE STEEL SQUARE FORMED ADJUSTABLE, BACKPAN STAMPED, CORE REMOVABLE, AND MULTI- LOUVERED CEILING DIFFUSERS CONSTRUCTED TO MAINTAIN 360 DEGREE DISCHARGE AIR PATTERN, BAKED ENAMEL FINISH, COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD RANGE. TYP OF 2

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EXIST STEEL DECK W/ CONC TOPPER

AutoCAD SHX Text GC NOTE: POTENTIAL CONFLICT POTENTIAL CONFLICT W/ SPRINKLER MAIN + BRANCH IN THIS AREA. SPRINKLER PIPING TO BE RELOCATED AS REQ'D

AutoCAD SHX Text PROVIDE DECK-TO-DECK DUCT CHASE IN THIS ROOM. CHASE CONST: 5/8 TYPE 'X' GYP BD ON 1 5/8" x 16 GA

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LINE OF EXIST STEEL JOISTS @ 4'-0" O.C.

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

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PHASE 0.5 FIRST FLOOR PLAN

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AutoCAD SHX Text N

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PLAN

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

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PHASE 0.5 FIRST FLOOR CEILING FRAMING PLAN

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PLAN

D

ET

C

O M

M A N D

ER

(O

S

PI

N A

LT'S OFFICE

INTERVIEW

ROOM

CLO.

DOMESTIC

VIOLENCE

TRAINING

ROOM

FAMILY

SERVICES

HALL

R

ES

TR

O

O M

LA

R G

E M

EN

S

CLO.

CAPTAINS OFFICE

(TOUGAS) EXERCISE

ROOM

E R

EVIDENCE

ROOM #1

DETECTIVE BUREAU

OFFICE

FORENSICS

BREAK ROOM

MENS

LOCKER

ROOM

PHASE 0.5 SECOND

FLOOR PLANS

A1.2

MG

DRAWING NUMBER:

DRAWN BY:

DATE: PROJ NO:

CHECKED BY:

OCT 14, 2025

DRAWING TITLE:

PROJECT TITLE:

160 ILLINOIS ST

CENTRAL FALLS, RI 02863

PROVIDENCE COUNTY

DISCLAIMER

OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND

SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL

SERVICE AND SHALL REMAIN THE PROPERTY OF THE

ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,

IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR

PURPOSES OR BY ANY OTHER PARTIES THAN THOSE

PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE

EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.

DH

25032

FOR CONSTRUCTION

REMARKSNUMBER DATE

REVISIONS:

AH

AR

O N

IA

N

A

SS

O

C

IA

TE

S

IN

C

T: 401-232-5010 F: 401-232-5080

WWW.ARCH-ENG.COM

AHARONIAN

& ASSOCIATES, INC.

ARCHITECTS

CENTRAL FALLS

PUBLIC SAFETY

COMPLEX

PHASE 0.5

KEYPLAN N

AutoCAD SHX Text

ROUTE DUCTWORK EXHAUST FROM RESTROOM TO RETURN DUCTWORK.

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REINFORCE JOISTS AS REQ'D TO SUPPORT NEW ERV LOAD. SEE STRUCTURAL DWG

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PROPOSED LOCATION OF DUCTS FOR ERV-01

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ROUTE SUPPLY DUCTWORK TO HALLWAY + TRAINING ROOM.

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(2) 20x18 DUCTS FROM ROOF TO SECOND FLOOR. PROVIDE FIRE DAMPERS AT FLOOR PENETRATION. SEAL PENETRATIONS W/ HILTI CP6O6 (SEE A1.0 FOR PRODUCT APPLICATION + RELATED UL ASSEMBLY)

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(2) 20x18 DUCTS FROM ROOF TO SECOND FLOOR

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LINE OF EXIST STEEL JOISTS @ 4'-0" O.C.

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AutoCAD SHX Text A1.3

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PROVIDE CONNECTION TO RESTROOM EXHAUST DUCT. REMOVE ALL ABANDONED DUCTWORK.

AutoCAD SHX Text PROVIDE DECK-TO-DECK DUCT CHASE IN THIS ROOM. CHASE CONST: 5/8 TYPE 'X' GYP BD ON 1 5/8" x 16 GA

AutoCAD SHX Text PROVIDE STEEL SQUARE FORMED ADJUSTABLE, BACKPAN STAMPED, CORE REMOVABLE, AND MULTI- LOUVERED CEILING DIFFUSERS CONSTRUCTED TO MAINTAIN 360 DEGREE DISCHARGE AIR PATTERN, BAKED ENAMEL FINISH, COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD RANGE. TYP OF 4

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EXIST STEEL DECK W/ CONC TOPPER

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STARTING POINT FOR JOIST LAYOUT

AutoCAD SHX Text PROVIDE DUCTWORK TRANSITION ABOVE 2ND FLOOR CEILING AS REQ'D TO FIT ROOF TOP UNIT DROP

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

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PHASE 0.5 SECOND FLOOR PLAN

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AutoCAD SHX Text N

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PLAN

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

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PHASE 0.5 SECOND FLOOR/ROOF FRAMING PLAN

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PLAN

PHASE 0.5 ROOF

PLAN, SCHEDULE

& DETAILS

A1.3

MG

DRAWING NUMBER:

DRAWN BY:

DATE: PROJ NO:

CHECKED BY:

OCT 14, 2025

DRAWING TITLE:

PROJECT TITLE:

160 ILLINOIS ST

CENTRAL FALLS, RI 02863

PROVIDENCE COUNTY

DISCLAIMER

OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND

SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL

SERVICE AND SHALL REMAIN THE PROPERTY OF THE

ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,

IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR

PURPOSES OR BY ANY OTHER PARTIES THAN THOSE

PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE

EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.

DH

25032

FOR CONSTRUCTION

REMARKSNUMBER DATE

REVISIONS:

AH

AR

O N

IA

N

A

SS

O

C

IA

TE

S

IN

C

T: 401-232-5010 F: 401-232-5080

WWW.ARCH-ENG.COM

AHARONIAN

& ASSOCIATES, INC.

ARCHITECTS

CENTRAL FALLS

PUBLIC SAFETY

COMPLEX

PHASE 0.5

KEYPLAN N

3 SCHOOL STREET, TAUNTON, MA 02780 | (508) 977-9353

WWW.PRISTINEENGINEERS.COM

(FOR UNIT DESIGN/SPEC ONLY)

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PROPOSED LOCATION OF NEW ERV-01

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HEATING AND COOLING SYSTEM UNIT SCHEDULE

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DESIGNATION

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UTILITY

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INSTALLATION LOCATION

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AREA SERVED

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H.P. COOLING (MBH)

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ERV-1

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ENERGY RECOVERY VENTILATOR

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ROOF

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FD OFFICES

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TRANSFER TYPE

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SUPPLY AIR (CFM)

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EXHAUST AIR (CFM)

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B.O.D. MFR.

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MODEL

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HEAT TYPE

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COOLING TYPY

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WEIGHT (LBS)

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RECOVERY RATIO

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H.P. HEATING (MBH)

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ELEC HEATING (KW)

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POWER

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EX. HP

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EX. EXT. SP

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SUPP. HP

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SUPP. EXT. SP

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ENTHALPY

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GREENHECK

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RVE-40-36D-7B-1-1A

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HEAT PUMP

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HEAT PUMP

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AutoCAD SHX Text 68%

AutoCAD SHX Text 37.0

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84A MCA, 90A MOP, 70.2 FLA 230V/60HZ/3P

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AutoCAD SHX Text ERV-1 NOTES 1) PROVIDE PERMATECTOR FINISH ON OUTDOOR UNIT PROVIDE PERMATECTOR FINISH ON OUTDOOR UNIT 2) PROVIDE BACNET CONTROL INTERFACE PROVIDE BACNET CONTROL INTERFACE 3) SUPPLY AND EXHAUST FANS TO BE ADJUSTABLE VIA DIGITAL INPUT SUPPLY AND EXHAUST FANS TO BE ADJUSTABLE VIA DIGITAL INPUT 4) PROVIDE DAMPER CONTROL AND LOW LEAKAGE DAMPER ON O.A INTAKE PROVIDE DAMPER CONTROL AND LOW LEAKAGE DAMPER ON O.A INTAKE 5) PROVIDE 14" ROOF CURB PROVIDE 14" ROOF CURB 6) PROVIDE FACTORY SERVICE OUTLET PROVIDE FACTORY SERVICE OUTLET 7) PROVIDE CONENSATE OVERFLOW SWITCH PROVIDE CONENSATE OVERFLOW SWITCH 8) PROVIDE ELECTROFIN COATING ON ALL EXTERIOR COILS PROVIDE ELECTROFIN COATING ON ALL EXTERIOR COILS 9) PROVIDE SPARE FILTERS PROVIDE SPARE FILTERS 10) PROVIDE SPARE DESICANT WHEEL SECTIONS FOR UNIT PROVIDE SPARE DESICANT WHEEL SECTIONS FOR UNIT 11) PROVIDE SPARE BELTS PROVIDE SPARE BELTS 12) PROVIDE BIPOLAR IONIZATION ON VENTILATION AIR CHAMBERS PROVIDE BIPOLAR IONIZATION ON VENTILATION AIR CHAMBERS 13) PROVIDE HAIL GUARDS FOR UNITPROVIDE HAIL GUARDS FOR UNIT

AutoCAD SHX Text MECHANICAL NOTES 1) SCHEDULE INDICATES A BASIS OF DESIGN PRODUCT. PRODUCTS MEETING PERFORMANCE AND SCHEDULE INDICATES A BASIS OF DESIGN PRODUCT. PRODUCTS MEETING PERFORMANCE AND CONSTRUCTION REQUIREMENTS BY ALTERNATE MANUFACTURERS IS PERMITTED. 2) PRODUCTS SHALL ALL BE BY SAME MANUFACTURER FOR EASE OF SERVICE AND MAINTENANCE. PRODUCTS SHALL ALL BE BY SAME MANUFACTURER FOR EASE OF SERVICE AND MAINTENANCE. CONSIDERATION MAY BE GIVEN TO HAVE DIFFERENT INDOOR UNIT VENDORS FROM OUTDOOR UNIT VENDORS AT OWNERS DISCRETION. 3) ALTERNATE PRODUCT MANUFACTURERS AND MODELS TO BE SUBMITTED FOR REVIEW BY ENGINEER ALTERNATE PRODUCT MANUFACTURERS AND MODELS TO BE SUBMITTED FOR REVIEW BY ENGINEER PRIOR TO ORDER, BASING OF ANY PROPOSAL OR PRICING UPON, OR OTHERWISE. 4) ALTERNATE MANUFACTURERS OFFERING SIMILAR PRODUCTS INCLUDE BUT ARE NOT LIMITED TO ALTERNATE MANUFACTURERS OFFERING SIMILAR PRODUCTS INCLUDE BUT ARE NOT LIMITED TO RENEWAIRE, LENNOX, TRANE, RUSKIN, AND YORK.

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EXISTING ROOF NOTES:

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1. THIS WORK INTENDS TO AFFECT THE EXISTING ROOF AS MINIMUM AS THIS WORK INTENDS TO AFFECT THE EXISTING ROOF AS MINIMUM AS POSSIBLE. ANY DISTURBED OR DAMAGED AREA SHALL BE REPAIRED TO MATCH THE EXISTING ROOF CONSTRUCTION. 2. GC SHALL VERIFY WITH OWNER IF THE EXISTING ROOF IS UNDER WARRANTY. GC SHALL VERIFY WITH OWNER IF THE EXISTING ROOF IS UNDER WARRANTY. IF IT IS, ANY WORK RELATED TO IT SHALL BE PERFORMED BY WARRANTY HOLDER AT THE EXPENSE OF GC. 3. GC SHALL INSTALL A FACTORY-BUILT INSULATED CURB, COMPATIBLE WITH GC SHALL INSTALL A FACTORY-BUILT INSULATED CURB, COMPATIBLE WITH THE EXISTING MEMBRANE SYSTEM. WATER TEST (FLOOD OR HOSE TEST) BEFORE RTU INSTALLATION. 4. HEAT-WELD NEW MEMBRANE PATCH THAT EXTENDS AT LEAST 12" BEYOND HEAT-WELD NEW MEMBRANE PATCH THAT EXTENDS AT LEAST 12" BEYOND THE NEW CURB AND LAPS 6" TO 8" OVER THE EXISTING MEMBRANE. TO 8" OVER THE EXISTING MEMBRANE. 8" OVER THE EXISTING MEMBRANE. 5. CLEAN AND PRIME BOTH EXISTING AND NEW MEMBRANE SURFACES BEFORE CLEAN AND PRIME BOTH EXISTING AND NEW MEMBRANE SURFACES BEFORE WELDING. 6. SEAL ALL EDGES AND LAPS WITH MANUFACTURER-APPROVED SEALANT. SEAL ALL EDGES AND LAPS WITH MANUFACTURER-APPROVED SEALANT. 7. PROVIDE CRICKETS OR TAPERED INSULATION AS REQUIRED TO DIRECT PROVIDE CRICKETS OR TAPERED INSULATION AS REQUIRED TO DIRECT WATER AWAY FROM THE CURB BASE TO PREVENT PONDING. 8. GC SHALL PROVIDE TEMPORARY WATERPROOF COVERS FOR PROTECTION GC SHALL PROVIDE TEMPORARY WATERPROOF COVERS FOR PROTECTION FROM THE ELEMENTS UNTIL ERV EQUIPMENT IS INSTALLED AND SEALED.

AutoCAD SHX Text TIE BACK ANCHOR (TYP OF 2) BASIS OF DESIGN: CB-12 ANCHOR AS MANUFACTURED BY GUARDIAN FALL PROTECTION.

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LINE OF ROOF JOISTS TO BE REINFORCED (SEE STRUCT DWG)

AutoCAD SHX Text ELECTRICAL NOTES 1) ELECTRICAL SHALL BE PROVIDED ON A DESIGN BUILT BASIS. ELECTRICAL SHALL BE PROVIDED ON A DESIGN BUILT BASIS. 2) PROVIDE DISCONNECT SWITCH AND A DEDICATED ELECTRICAL RECEPTACLE (115V) NEAR THE ERV. PROVIDE DISCONNECT SWITCH AND A DEDICATED ELECTRICAL RECEPTACLE (115V) NEAR THE ERV. 3) ERV DEDICATED CIRCUIT SHALL BE CONNECTED TO THE MAIN DISTRIBUTION PANEL USING ERV DEDICATED CIRCUIT SHALL BE CONNECTED TO THE MAIN DISTRIBUTION PANEL USING AVAILABLE SPARE BREAKERS. THE ETR MDP IS LOCATED AT THE BUILDING NORTHWEST CORNER, AT THE BASEMENT LEVEL. 4) THE UNIT MUST BE PROPERLY GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE THE UNIT MUST BE PROPERLY GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES. 5) FOLLOW THE SPECIFIC WIRING DIAGRAM FOR CONNECTING THE UNIT AND ITS CONTROLS. FOLLOW THE SPECIFIC WIRING DIAGRAM FOR CONNECTING THE UNIT AND ITS CONTROLS.

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INSULATED SELF FLASHING MECHANICAL CURB SIZE AS REQD

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CONT MTL EDGE FLASHING

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CONT MEMBRANE FLASHING

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PROVIDE SEALANT OVER ALL FASTENERS - TYP

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LAP SEALANT

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LINE OF DUCTWORK

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ETR MEMBRANE SYS

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CONT PT WD BLKG AS REQ'D TO MATCH INSUL HEIGHT

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SEE STRUCT DWG FOR ROOF JOISTS REINFORCEMENT

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

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PHASE 0.5 ROOF PLAN

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PLAN

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AutoCAD SHX Text A1.3

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SCALE: 1 1/2" = 1'-0"

ROOF CURB DETAIL

S1.0

1 PARTIAL ROOF FRAMING PLAN

S1.0

S1.0

2 PARTIAL ROOF SECTION

S1.0

S1.0

3 SECTION

2-12

NEW 3 4" DIA. x 24'-0" LONG

SMOOTH STEEL A36 BAR,

EACH SIDE

NEW 3 4" DIA. x 24'-0" LONG

SMOOTH STEEL A36 BAR,

EACH SIDE

4" AT END

2-12 4" AT END

EXISTING ROOF JOIST

S1.0

4 SECTION

BEGIN CUT FROM JOINT

AT EITHER SIDE OF PLANK

REINFORCING TENDON

CUTTING OF MORE THAN

ONE REINFORCING TENDON,

NOT ALLOWED.

S1.0 5 SECTION @ 1st. FL. DUCT CHASE

PLANK AT 1st. FLOOR

NOTE: DO NOT OVER CUT BEYOND HOLE SIZE.

S1.0

JMF

DRAWING NUMBER:

DRAWN BY:

DATE: PROJ NO:

CHECKED BY:

OCT. 14, 2025

DRAWING TITLE:

PROJECT TITLE:

160 ILLINOIS ST

CENTRAL FALLS, RI 02863

PROVIDENCE COUNTY

DISCLAIMER

OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND

SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL

SERVICE AND SHALL REMAIN THE PROPERTY OF THE

ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED,

IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR

PURPOSES OR BY ANY OTHER PARTIES THAN THOSE

PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE

EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.

25032

FOR CONSTRUCTION

REMARKSNUMBER DATE

REVISIONS:

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T: 401-232-5010 F: 401-232-5080

WWW.ARCH-ENG.COM

AHARONIAN

& ASSOCIATES, INC.

ARCHITECTS

CENTRAL FALLS

PUBLIC SAFETY

COMPLEX

PHASE 0.5

KEYPLAN N

TPG

Cranston, R.I. 02920

PHONE 401-785-2690

50 Freeway Drive

DESIGN, CONSULTATION, INVESTIGATION

C.A. PRETZER ASSOC. INC.

STRUCTURAL ENGINEERS

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