RFQ26006607 Schofield Armory Full Set Drawings.pdf

GENERAL LOCATION OF

PROPOSED WORK TO BE

COMPLETED

SHEET LIST

NOT TO SCALE

Site Locus

Sheet Number Sheet Name Sheet Issue Date G-0.1 Title Page 10/30/2024 G-0.2 General Notes 10/30/2024 EX-1.1 Floor Plans 10/30/2024 EX-1.2 Floor Plans 10/30/2024 A-1.0 Demolition Plan 10/30/2024 A-1.1 Floor Plans 10/30/2024 A-1.2 Reflected Ceiling Plan 10/30/2024 A-1.3 Floor Plans 10/30/2024 A-2.1 Elevations 10/30/2024 A-2.2 Elevations 10/30/2024

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

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DESCRIPTION

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Title Page

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

401-404-4930 Providence, RI 02903

ARCHITECTS

www.fedhillgroup.com

SCHOFIELD ARMORY - RHODE ISLAND NATIONAL GUARD

PROPOSED RENOVATIONS FOR THE

Project Number: 3876081

100% - ISSUED FOR CONSTRUCTION

10/30/24

G-0.1

RHODE ISLAND AIR NATIONAL GUARD

SCHOFIELD ARMORY

705 NEW LONDON AVENUE, CRANSTON, RHODE ISLAND

MD-1.0 Mechanical - Demolition Plan 9/12/2024 M-0.1 Mechanical - Legends & Notes 9/12/2024 M-1.0 Mechanical - Floor Plan 9/12/2024 M-2.0 Mechanical - Schedules & Details 9/12/2024 M-3.0 Mechanical - Specifications 9/12/2024 M-3.1 Mechanical - Specifications 9/12/2024 FP-0.1 Fire Protection - Legends & Notes 9/12/2024 FP-1.0 Fire Protection - Floor Plan 9/12/2024 FP-2.1 Fire Protection - Specifications 9/12/2024 ED-1.0 Electrical - Demo Floor Plan 9/12/2024 E-0.1 Electrical - Legends & Notes 9/12/2024 E-0.2 Electrical - Legends & Notes 9/12/2024 E-1.0 Electrical - Floor Plans 9/12/2024 E-2.0 Electrical - Fire Alarm Legends & Notes 9/12/2024 E-3.0 Electrical - Schedules 9/12/2024 E-3.1 Electrical - Details 9/12/2024 E-4.0 Electrical - Specifications 9/12/2024 E-4.1 Electrical - Specifications 9/12/2024 E-4.2 Electrical - Specifications 9/12/2024

PROJECT LOCATION:

PROJECT TITLE:

Cassidy Petit

RI

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

Date:

DESCRIPTION

Drawn By:

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Pr op os ed

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G-0.2

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General Notes

A

B

C

D

E

ABBREVIATIONS

THE FOLLOWING ARE ABBREVIATIONS OF COMMONLY USED TERMS IN GENERAL PRACTICE THROUGHOUT THE CONSTRUCTION INDUSTRY. NOT ALL ABBREVIATIONS IN USE HAVE BEEN REPRESENTED AND IT RESTS UPON THE READER TO CLARIFY ANY CONFUSION OR QUESTIONS REGARDING THESE, OR ANY, ABBREVIATIONS OR TERMS USED THROUGHOUT THE

DOCUMENTS. ABBREVIATIONS MAY BE UTILIZED WITH, OR WITHOUT, PUNCTUATION.

ABV.

A/C

ACT

A.P.

A.D.

ADA

A.F.F.

ALT.

ALUM.

ANC.

ARCH.

ASPH.

AVG.

AWI

- ABOVE

- AIR CONDITIONING

- ACOUSTIC CEILING TILE

- ACCESS PANEL

- AREA DRAIN

- AMERICANS WITH DISABILITIES ACT

- ABOVE FINISHED FLOOR

- ALTERNATE

- ALUMINUM

- ANCHOR/ANCHORAGE

- ARCHITECTURAL/ARCHITECT

- ASPHALT/ASPHALTIC

- AVERAGE

- AMERICAN WOODWORING

INSTITUTE

B.

BAT.

BD.

BOT.

B.R.D.

- BASELINE

- BATTERY

- BOARD

- BOTTOM

- BACKUP ROOF DRAIN

C.L.

C.

CFMF

C.I.P.

CLG.

CL.

CLOS.

CMU

COL.

CONC.

CONN.

CONST.

CONT.

C.J.

C.T.

CPT.

- CENTERLINE

- CENTER

- COLD-FORM METAL FRAMING

- CAST IN PLACE

- CEILING

- CLOSET

- CLOSET

- CONCRETE MASONRY UNIT

- COLUMN

- CONCRETE

- CONNECTION or CONNECTOR

- CONSTRUCTION

- CONTINUOUS

- CONTROL JOINT

- CERAMIC TILE

- CARPET

DEG.

DEMO

DES.

D.F.

D.H.

DR.

D.S.

DIAM.

DIM.

DWG(S)

DTL.

DW

- DEGREE(S)

- DEMOLISH

- DESIGNATION

- DRINKING FOUNTAIN

- DOOR HEIGHT

- DOOR

- DOWNSPOUT

- DIAMETER

- DIMENSION

- DRAWING(S)

- DETAIL

- DISHWASHER

E.C.B.

ELEC.

EL.

ELEV.

E.O.D.

EQ.

E.S.

EXP.

EXT.

EXT'G.

E.W.

E.J.

- EMERGENCY CALL BOX

- ELECTRIC or ELECTRICAL

- ELEVATION

- ELEVATION or ELEVATOR

- EDGE OF DECK

- EQUAL

- EXPOSED STRUCTURE

- EXPANSION

- EXTERIOR

- EXISTING

- EACH WAY

- EXPANSION JOINT

F F.E.

F.E.C.

F.F.E.

FIN.

FIN.FLR.

F.O.B.

F.O.W.

F.D.

FRT

FT

- FIRE EXTINGUISHER

- FIRE EXTINGUISHER CABINET

- FINISH FLOOR ELEVATION

- FINISHED

- FINISHED FLOOR

- FACE OF BRICK

- FACE OF WALL

- FLOOR DRAIN

- FIRE TREATED WOOD

- FOOT or FEET

G

GA.

GALV.

G.C.

GR.

GWB

- GAUGE

- GALVANIZED

- GENERAL CONTRACTOR

- GROUND

- GYPSUM WALLBOARD

H H.

HDWD

HOR.

H.P.

HR.

HVAC

- HEIGHT or HIGH

- HARDWOOD

- HORIZONTAL

- HIGH POINT

- HOUR

- HEATING, VENTILATION &

AIR CONDITIONING

I I.D.

IN.

INSUL.

INT.

- INSIDE DIAMETER

- INCH

- INSULATION

- INTERIOR

J

JAN.

JT.

- JANITOR

- JOINT

L L

LAM.

LAV.

LB.

L.C.C.

LT.

- LENGTH

- LAMINATED

- LAVATORY

- POUND

- LEAD COATED COPPER

- LIGHT

M

MAX.

M.D.F.

M.D.O.

MIN.

MTL.

MTD.

- MAXIMUM

- MEDIUM DENSITY FIBERBOARD

- MEDIUM DENSITY OVERLAY

- MINIMUM

- METAL

- MOUNTED

N N.I.C.

NO.

NOM.

N.T.S.

- NOT IN CONTRACT

- NUMBER

- NOMINAL

- NOT TO SCALE

O O.C.

O/C O.D.

O.H.

OZ.

- ON CENTER

- ON CENTER

- OUTSIDE DIAMETER

- OPPOSITE HAND

- OUNCE

P

PR.

P.C.

PL

P.LAM

PNL.

PSF

PSI

P.T.

PTD.

PVC

- PAIR

- PRE-CAST

- PLATE

- PLASTIC LAMINATE

- PANEL

- POUNDS PER SQUARE FOOT

- POUNDS PER SQUARE INCH

- PRESSURE TREATED

- PAINTED

- POLYVINYL CHLORIDE

R

RAD.

R.A.R.

R.C.P.

R.D.

REF.

REFER.

REQ.

- RADIUS

- RETURN AIR REGISTER

- REFLECTED CEILING PLAN

- ROOF DRAIN

- REFERENCE

- REFRIGERATOR

- REQUIRED or REQUIREMENT

S

SGFT

SIM.

SPK.

SQ.

STL.

STC

STD.

SUSP.

S.S.

STRUC.

SIM.

SP.

SPEC.

- STRUCTURAL GLAZING FACING TILE

- SIMILAR

- SPEAKER

- SQUARE

- STEEL

- SOUND TRANSMISSION COEFFICIENT

- STANDARD

- SUSPENDED

- STAINLESS STEEL

- STRUCTURE or STRUCTURAL

- SIMILAR

- SPACE(S)

- SPECIFIED or SPECIFICATION d

- POUND

- AT

- PENNY

- PLUS OR MINUS

T T&B T&G

TEL.

TEMP.

TH.

T.O.

T.O.B.

T.O.F.

T.O.S.

T.O.W.

T.P.D.

TRT'D

TYP.

- TOP AND BOTTOM

- TOUNGE AND GROOVE

- TELEPHONE

- TEMPORARY

- THICK or THICKNESS

- TOP OF

- TOP OF BEAM

- TOP OF FOOTING

- TOP OF STEEL

- TOP OF WALL

- TOILET PAPER DISPENSER

- TREATED

- TYPICAL

U U.L.

U.O.N.

U.P.S.

- UNDERWRITER'S LABORATORY

- UNLESS OTHERWISE NOTED

- UNINTERRUPTED POWER SERVICE

V V.B.

VEN.

VNR

VERT.

- VAPOR BARRIER

- VENEER

- VENEER

- VERTICAL

W W.

WB

W.C.

WD

W.F.

WP.

W/ W.W.F.

- WIDTH

- WHITEBOARD (WRITING)

- WATER CLOSET

- WOOD

- WIDE FLANGE

- WORKPOINT

- WITH

- WELDED WIRE FABRIC

GENERAL NOTES

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

VIEW DIRECTION

SYMBOLS LEGEND FINISHES LEGEND

ROOM FINISHES TAG

WALL TYPE TAGX

X

X-X DETAIL / SHEET TAG

X

X-X SECTION / ELEVATION TAG

X DEMOLITION TAG

WINDOW TAG

DOOR TAG (COMMERCIAL)XXX.X

THE FOLLOWING ARE SOME OF THE SYMBOLS FOUND THROUGHOUT

THESE DOCUMENTS. ANY CONFUSION OR QUESTIONS REGARDING

THESE AND/OR ANY OF THE SYMBOLS USED IN THESE DOCUMENTS

SHOULD BE DIRECTED TO THE ARCHITECT IMMEDIATELY.

X

X DOOR TAG (RESIDENTIAL)

X

WALL FINISH

FLOOR FINISH

CEILING FINISH

WALL BASE

X X X

LEGEND

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL MATERIALS AND CONDITIONS EXISTING AND NEW WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEOUIATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONSTRUCTION SHALL ASSUME SOLE RESPONSIBILITY FOR ANY DAMAGES AND

INURIES RESULTING FROM AND DURING THE EXECUTION OF THE WORK.

2. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE ITEMS WITHIN THE SPACE, ABOVE ALL CEILINGS (INCLUDING BUT NOT LIMITED TO: STRUCTURAL MEMBERS, MECHANICAL DUCTWORK & INSULATION, ELECTRICAL CONDUIT, RACEWAYS, SPRINKLER SYSTEMS, LIGHT FIXTURES, CEILING SYSTEMS, AND ANY SPECIAL STRUCTURAL SUPPORTS REOUIRED) AND SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR INDICATED IN THE DRAWINGS AND THE FINISH SCHEDULE (CEILING HEIGHT DIMENSIONS ARE THE FINISH SURFACE OF THE CEILING).

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE SITE. REMOVE AND DISPOSE DAILY.

4. THE CONTRACTOR SHALL NOT SEPARATE CONSTRUCTION DOCUMENTS FOR DISTRIBUTION TO SUPPLIERS AND SUBCONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND CROSS-REFERENCING DRAWINGS.

5. BIDDERS SHALL VISIT THE SITE AND BUILDING AND CAREFULLY EXAMINE THE AREAS IN OUESTION AS TO CONDITIONS WHIOH MAY AFFECT PROPER EXECUTION OF THE WORK ALL DIMENSIONS AND OUANTITIES SHALL DETERMINED OR VERIFIED BY THE CONTRACTOR. NO CLAIMS FOR EXTRA COSTS WILL BE ALLOWED BECAUSE OF LACK OF FULL KNOWLEDGE OF THE EXISTING

CONDITIONS UNLESS AGREED TO IN ADVANCE WITH THE OWNER OR ARCHITECT.

6. ALTHOUGH NOTES HEREIN MAY READ "REMOVE & DISPOSE", THE OWNER SHALL HAVE THE RIGHT TO FIRST REFUSAL OF ALL FURNISHINGS, EOUIPMENT, ETC IF OWNER DECIDES TO KEEP ITEMS, CONTRACTOR SHALL CAREFULLY REMOVE ITEM AND STORE AS DIRECTED BY THE OWNER. ALL OTHER ITEMS SHALL BE DISPOSED OF IN A PROPER MANNER AND AS APPROVED BY THE

ARCHITECT.

7. REFER TO CONTRACTORS UNIT COSTS AND ALTERNATES IN THE PROIECT MANUAL/CONTRACT DOCUMENTS, IF APPLICABLE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL DEMOLITION REQUIRED FOR A COMPLETE AND PROPER JOB.

WHETHER OR NOT REFERENCE IS MADE BY WAY OF NOTES AND DESIGNATIONS. THE CONTRACTOR IS EXPECTED TO PROVIDE THE

SPECIFIED & INTENDED SCOPE OF WORK.

9. ALL WORK SHALL COMPLY WITH OSHA, FEDERAL, STATE BUILDING AND FIRE AND LIFE SAFETY CODES, WHICHEVER IS MOST

STRINGENT.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND EXAMINING THE EXISTING SYSTEMS, MATERIALS, EQUIPMENT, AND OTHER RELATED ITEMS OF WORK PRIOR TO SUBMITTING BID AND PRIOR TO STARTING CONSTRUCTION.

11. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND ACCEPT RESPONSIBILITY FOR DIMENSIONAL CORRECTNESS.

12. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE

13. UNDER NO CIRCUMSTANCE SHALL A STRUCTURAL MEMBER BE DRILLED, CUT, OR ALTERED WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. ALL BUILDING PERMITS, APPROVALS, INSPECTIONS INCLUDING OCCUPANCY APPROVALS/PERMITS SHALL BE

OBTAINED AND PAID FOR BY THE CONTRACTOR.

14. ALL PRODUCTS, FIXTURES, AND MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS

15. THE BIDDER ACKNOWLEDGES THAT THEY ARE FAMILIAR WITH THE LOCATION, JOB CONDITIONS AND HAVE FAMILIARIZED THEMSELVES WITH ALL PHYSICAL CONDITIONS. NO CHANGE ORDERS WILL BE GRANTED ON THE BASIS OF UNFAMILIARITY.

16. IN THE CASE OF CONTRADICTORY INFORMATION CONTAINED WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL BE

REQUIRED TO PROVDE THE MORE STRICT OR EXPENSIVE REQUIREMENT.

17. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS NOTED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR ANY AND ALL CLARIFICATIONS. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND

COORDINATED WITH ALL OF THE WORK RELATING TO ALL OF THE TRADES ASSOCIATED.

18. IN CASE OF A CONFLICT BETWEEN DRAWING AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK FAILURE TO NOTIFY THE ARCHITECT SHALL ABSOLVE THE ARCHITECT OF ALL

RESPONSIBILITY.

19. CONTRACTOR SHALL PROMDE AND INSTALL ALL STIFFENERS, BRACINGS, BACK-UP PLATES AND SUPPORTING BRACKETS REOUIRED FOR THE INSTALLATION OF ALL THE CASEWORK, TOILET ACCESSORIES AND ALL FLOOR-MOUNTED OR SUSPENDED

MECHANICAL AND ELECTRICAL EQUIPMENT WHETHER NOTED OR NOT.

20. COLORS SHALL BE SELECTED FROM THE MANUFACTURER'S FULL RANGE OF COLOR OFFERING WITHOUT PENALTY OR

COST INCREASE.

21. ALL EXCAVATION AND WORK AFFECTING THE GRADE AND SUB-GRADES THROUGHOUT THE PROJECT SHALL NOT BE COMPLETED WITHOUT A DIG-SAFE APPLICATION AND APPLICATION NUMBER PROVIDED TO THE GOVERNMENT. IN ADDITION, THE CONTRACTOR(S) SHALL SUPPLY A COMPLETED BCE WORK CLEARANCE REQUEST (673 ABW FORM 3)

22. IN THE CASE OF CONTRADICTORY INFORMATION, REQUIREMENTS, CONDITION, ETC. IN THESE DRAWINGS AND/OR PROJECT MANUAL, THE MORE RESTRICTIVE CONDITION/REQUIREMENT SHALL BE USED WITH NO INCREASE IN COST.

WALL FINISH

A - PAINT

B - WALLPAPER

C- WOOD / PANEL

D - FRP PANEL

CEILING FINISH

E - TAPE/COMPOUND (SMOOTH)

F - PLASTER (SMOOTH)

G - PLASTER (SKIP TROWEL)

H - WOOD / PANEL

I - ACOUSTIC CEILING TILE

J - METAL PANEL

K - OPEN TO STRUCTURE (PAINT)

FLOOR FINISH

L - PREFINISHED WOOD STRIP

M - SOLID WOOD (SITE FINISH)

N - VINYL COMPOSITION TILE

0 - CERAMIC TILE

P - VINYL PLANK FLOORING

Q - CARPET TILE

R - CONCRETE SEALANT

S - EPOXY

T - ATHLETC MAT

WALL BASE

U - WOOD / NATURAL

V - WOOD / PAINT

W - VINYL BASE

X - RUBBER BASE

Y - CERAMIC TILE COVE

Cassidy Petit

RI

Signature

COMMAND'G OFFICER

COMPANY OFFICERS

ADVISORS

N.C.O. STAFF

CONFERENCE ROOM A

LOBBY

UNIT STORAGE

ORDINANCE

OFF. TOILET

E.M. TOILET

OFFICE B

LOCKER RM

J.C.

PUB. TOILET

KITCHEN

010 BOILER RM

MAINTENANCE

DRILL HALL

TARGET AREA

OFF. LOCKER RM

80' - 9 1/2" 57' - 6" 3' - 3 1/2"

/2

/2

/2

9'

8"

24' - 9 1/4" 8" 8" 35' - 2" 1' - 0" 19' - 0" 1' - 0"

1'

0"

1'

0"

/2

/2

8"

/4

4"

9'

8" 4"

9'

8" 4"

/4

4'

0" 4"

9'

0"

1' - 8" 13' - 2" 4" 11' - 4" 3' - 0"

4'

4'

4"

1'

0"

1' - 0" 24' - 10"

6' - 0" 3 1/2" 19' - 6 1/2"

8"3' - 3"

4" 8' - 6" 1' - 4" 8' - 10 1/2" 8" 28' - 8" 8" 8' - 10 1/2" 1' - 0"

4" 4'

0"

2' - 9 1/2"4' - 0" 5' - 6 1/2" 16' - 0" 5' - 0"

1' - 2"3' - 4" 4' - 0" 3' - 4" 6' - 8" 3' - 8"

8"8"

3'

6"

8"

3'

6"

8" 1'

4"

1/

2"

1'

0"

/2

1'

0"

/2

4'

0" 4'

8"

3' - 4" 10' - 8" 4' - 0" 3' - 4"

10' - 0"

3'

4"

4' - 0" 6' - 0"

3'

4" 9'

4"

3'

4" 4'

0"

3'

4" 5'

3/ 4"

3'

4" 3'

4"

8"

8"

26' - 10" 87' - 5"

9'

9"

3'

4"5' - 0" 2'

0"

1' - 4"

3' - 4"2' - 8"2' - 8"8"3' - 4"8"

4'

0"

1'

4"

8" 3' - 4" 5' - 4" 2' - 8" 5' - 4" 3' - 4"

7' - 0"

LI

NE

O F

M

EZ

ZA

NI

NE

A

BO

VE

55' - 8 3/4"

OFFICE A

002.1

CONFERENCE ROOM B

A-1.1

PROPOSED AREA OF SCOPE OF WORK

TYPICAL EXISTING CONDITIONS NOTES

1.

2.

EXISTING PLAN / LAYOUTS IS BASED ON EXISTING CONDITION DRAWINGS PROVIDED BY THE RHODE

ISLAND NATIONAL GUARD AND SHALL SERVE AS REFERENCE ONLY.

ALL CONDITIONS AND DIMENTIONS SHALL BE VERIFIED BY THE GENERAL CONTRACTOR & TRADES.

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

Date:

DESCRIPTION

Drawn By:

lo ca te d at fo r:

Pr op os ed

R en ov at io ns www.fedhillgroup.com

Sc ho fie ld

A rm or y

- R I N at io na l G ua rd

N ew

L on do n

A ve nu e

C ra ns to n, R

I 0

10/30/2024

EX-1.1

JBB

Floor Plans

SCALE: 1/8" = 1'-0"EX-1.1

1 Existing Ground Floor Plan

Cassidy Petit

RI

RTU#1

RTU#3

EXISTING

CONDENSER STAND

RTU

RTU

± 80' - 9 1/2" ± 57' - 6"

± 138' - 3 1/2"

9 1

/2"

1 1 /2"

± 26' - 10" ± 87' - 5" ± 33' - 4"

6"

9 1

/2"

8"

9 1 /2"

1'

- 4

± 6' - 0"

5"

9"

± 6' - 0"

± 121' - 9"

UPPER ROOF

LOWER ROOF

EXISTING ROOF

ACCESS HATCH

EX-1.2

EX-1.2

EX-1.2

5 EX-1.2

ROOF DRAIN W/

STRAINER BASKET

LOWER ROOF

TYPICAL EXISTING CONDITIONS NOTES

1.

2.

EXISTING PLAN / LAYOUTS IS BASED ON EXISTING CONDITION DRAWINGS PROVIDED BY THE RHODE

ISLAND NATIONAL GUARD AND SHALL SERVE AS REFERENCE ONLY.

ALL CONDITIONS AND DIMENTIONS SHALL BE VERIFIED BY THE GENERAL CONTRACTOR & TRADES.

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

Date:

DESCRIPTION

Drawn By:

lo ca te d at fo r:

Pr op os ed

R en ov at io ns www.fedhillgroup.com

Sc ho fie ld

A rm or y

- R I N at io na l G ua rd

N ew

L on do n

A ve nu e

C ra ns to n, R

I 0

10/30/2024

EX-1.2

JBB

Floor Plans

SCALE: 1/8" = 1'-0"EX-1.2

1 Existing Roof Plan

SCALE: 1" = 1'-0"EX-1.2

2 Reference View 1

SCALE: 1" = 1'-0"EX-1.2

3 Reference View 2

SCALE: 1" = 1'-0"EX-1.2

4 Reference View 3

SCALE: 1" = 1'-0"EX-1.2

5 Reference View 4

Cassidy Petit

RI

80' - 9 1/2"

24' - 9 1/4"

8"3' - 3"

1'

4"

1/ 2"

1'

0"

3' - 4" 10' - 8" 4' - 0" 3' - 4"

7' - 0"

/2

55' - 8 3/4"

N.C.O. STAFF

CONFERENCE ROOM A

LOBBY

OFFICE B

OFFICE A

CONFERENCE ROOM B

(N.I.C.)

(N.I.C.)

ETR ETR

ETR ETR

6 67

7 7 7 7

(N .I.C

PROPOSED SCOPE

OF WORK

EXISTING TO

REMAIN

PROPOSED SCOPE

OF WORK

EXISTING TO

REMAIN

PR

OT

EC

T

EX

IS

TI

NG

G

LA

ZI

NG

FE

NE

ST

RA

TI

ON

S

YS

TE

M

PROTECT EXISTING GLAZING / FENESTRATION SYSTEM

1 THROUGHOUT ENTIRE ROOM

2 THROUGHOUT ENTIRE ROOM

THROUGHOUT

ENTIRE ROOM

THROUGHOUT

ENTIRE ROOM

1 THROUGHOUT ENTIRE ROOM

2 THROUGHOUT ENTIRE ROOM

1 THROUGHOUT ENTIRE ROOM

2 THROUGHOUT ENTIRE ROOM

3 THROUGHOUT ENTIRE ROOM

4 44

4 4

8 8 8

PROVIDE TEMPORARY DUST PROTECTION.

SEE NOTES BELOW.

PROVIDE TEMPORARY DUST PROTECTION.

SEE NOTES BELOW.

8" CMU WALL TO REMAIN

CORE MASONRY AS REQUIRED FOR

NEW CONDENSATE PIPING

PROTECT FLOOR FINISHESPROTECT FLOOR FINISHES

PROTECT

FLOOR

FINISHES

PROPOSED AREA OF WORK

GENERAL DEMOLITION NOTES

1.

2.

3.

4.

5.

CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BE FULLY AWARE OF EXISTING

CONDITIONS PRIOR TO THE START OF WORK. CONTRACTOR SHALL IDENTIFY ALL

EXISTING ITEMS OF WORK SCHEDULED TO REMAIN OR SALVAGED FOR REUSE OR BE

TURNED OVER TO THE OWNER.

ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE,

LOCAL, AND FEDERAL REGULATIONS. CONTRACTOR SHALL SECURE AND PAY FOR

ALLREQUIRED PERMITS AND FEES.

COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER FOR SHUTDOWN

PERIODS AND SEQUENCE OF WORK. ARRANGE WITH OWNER AND/OR APPROPRIATE

UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATIONS.

PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES & PROTECTIVE ENCLOSURES

REQUIRED TO PROPERLY SECURE, ISOLATE, AND WEATHERPROOF AREAS OF WORK

AND EXISTING AREAS AND ELEMENTS TO REMAIN. THE CONTRACTOR SHALL

PERFORM THE WORK OF THIS CONTRACTIN A MANNER THAT CAUSES NO

DISRUPTION TO THE CONTINUOUS OPERATION (OR HABITATION) OF THE

STRUCTURE AND SITE FOR THEIR INTENDED PURPOSE.

REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR SALVAGE OR REUSE IN

ACCORDANCE WITH ALL LOCAL REGULATIONS. ALL SCHEDULED ITEMS TO BE

TURNED OVER TO THE OWNER, LOCAL AUTHORITIES AND UTILITIES SHALL BE

PROTECTED DURING DEMOLITION OPERATIONS AND DELIVERED TO THE

APPROPRIATE PARTY IN UNDAMAGED CONDITION.

ALL ITEMS SCHEDULED TO BE SALVAGED OR REUSED SHALL BE REMOVED WITH

CARE, STORED, AND PROTECTED FROM DAMAGE UNTIL INCORPORATED IN THE

PROPOSED WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE

WALL / FIXTURE EXISTING TO REMAIN

WALL / FIXTURE TO BE REMOVED & DISPOSED OF AS NOTED ON PLAN

LEGEND

6.

7.

8.

9.

10.

11.

12.

AND/OR RESTORE ANY ITEMS SCHEDULED FOR SALVAGE AND REUSE THAT ARE

DAMAGED DURING THE COURSE OF CONTRACT OPERATIONS. THE OWNER SHALL BE

THE SOLE JUDGE OF SUITABILITY OF ITEMS SALVAGED FOR REUSE IN THE WORK.

IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN

DEMOLITION WORK. MECHANICAL, ELECTRICAL AND OTHER WORK RELATED TO A

WALL OR AREA SCHEDULED FOR DEMOLITION AND REMOVAL SHALL BE

PERFORMED WHETHER NOTED OR NOT.

THE EXTENT OF ALL SPECIFIC DEMOLITION SHALL BE COORDINATED WITH ANY

STRUCTURAL ENGINEERING DOCUMENTS AS WELL AS ONSITE INVESTIGATION BY

THE CONTRACTOR.

WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL

SURFACES FOR INSTALLATION OF NEW FINISHES, REMOVE ALL PROJECTIONS AND

VOIDS, AND SECURE OR REMOVE AND REPLACE ANY EXISTING LOOSE OR

OTHERWISE UNSUITABLE SUBSTRATE MATERIAL.

COORDINATE ALL DEMOLITION OPERATIONS WITH ALL APPLICABLE PROJECT

PHASING PLANS THAT MAY BE PART OF THE BIDDING AND/OR THESE DOCUMENTS.

ALL ITEMS SCHEDULED TO BE REMOVED SHALL BE DISPOSED OF PROPERLY AS

MANDATED BY ALL STATE LAWS AND STATUTES.

SHORE ALL ASSEMBLIES AT, ADJACENT TO, AND IN THE AREA OF ALL DEMOLITION.

PROTECT ALL FINISHES AND SUBSTRATES FROM DAMAGE.

TERMINATE, CAP AND REMOVE ALL ABANDONED ELECTRICAL, PLUMBING,

MECHANICAL,TEL/DATA, AND FIRE PROTECTION ITEMS BACK TO ITS SOURCE.

DEMOLITION LEGEND

REMOVE / DEMOLISH CEILING/ GRID

REMOVE / DEMOLISH LIGHT FIXTURES

REMOVE / DEMOLISH FLOORING TO SLAB3

REMOVE / DEMOLISH DOOR FRAME5

REMOVE / DEMOLISH PARTITIONS & ASSEMBLY6

7 REMOVE, SALVAGE, REFINISH, AND REINSTALL RADIATOR COVER

REMOVE / DEMOLISH MECHANICAL UNITS / DUCTWORK

HAZARDOUS MATERIALS NOTES

1.

2.

3.

4.

5.

AREA HAS BEEN TESTED FOR ASBESTOS AND TEST HAVE RETURNED

NEGATIVE RESULTS. SEE PROJECT MANUAL.

LEAD HAS BEEN TESTED AS BEING PRESENT ON THE EXISTING EXPOSED

STRUCTURAL BEAMS AND ON THE WALL SURFACES BEHIND THE

EXISTING FIN TUBE ENCLOSURES. SEE PROJECT MANUAL.

ANY MATERIALS UNCLEANED AND SUSPECTED TO CONTAIN

HAZARDOUS MATERIALS SHALL BE TESTED AND RESULTS PRESENTED

TO ARCHITECT/OWNER.

PROVIDE UP TO TEN (10) MATERIAL TESTS AS PART OF THIS WORK FOR

SUSPECTED MATERIALS UNCOVERED.

ANY TEST SHALL BE AUTHORIZED & REVIEWED BY ARCHITECT BEFORE

UNDERTAKING ANY TEST.

TEMPORARY DUST PROTECTION

1.

2.

PROVIDE SCRIM & DUST BARRIER FROM FLOOR TO 96" A.F.F. MIN. -

MAINTAIN DURING CONSTRUCTION.

PROVIDE WALK-OFF MATS AT ALL ACCESS POINTS - MAINTAIN DURING

CONSTRUCTION.

REMOVE / DEMOLISH ELECTRICAL PANELS /

WIRING - RELOCATE OR DEMOLISH ABANDONED

1.

2.

3.

4.

5.

6.

7.

ALL EXISTING FURNISHINGS, EQUIPMENT, ETC. SHALL BE REMOVED BY THE OWNER

PRIOR TO MOBILIZATION.

REMOVE ANY MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT AS REQUIRED

TO COMPLETE THE PROPOSED WORK THROUGHOUT THE SPACE.

REMOVE EXISTING ROOF TOP AIR HANDLING UNITS, ALL ASSOCIATED GAS, POWER,

AND CONTROLS.

REMOVE ALL EXISTING DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND HANGERS.

REMOVE EXISTING THERMOSTATS.

EXISTING BASEBOARD TO REMAIN.

REMOVE AND DISPOSE ALL EXISTING LIGHTING FIXTURES.

ADDITIONAL DEMOLITION SCOPE

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

Date:

DESCRIPTION

Drawn By:

lo ca te d at fo r:

Pr op os ed

R en ov at io ns www.fedhillgroup.com

Sc ho fie ld

A rm or y

- R I N at io na l G ua rd

N ew

L on do n

A ve nu e

C ra ns to n, R

I 0

10/30/2024

A-1.0

JBB

Demolition Plan

SCALE: 1/4" = 1'-0"A-1.0

1 Ground Floor Demolition Plan

NOT TO SCALEA-1.0

2 Building LBuilding Locus

Cassidy Petit

RI

80' - 9 1/2"

9'

8"

24' - 9 1/4"

8"3' - 3"

1'

4"

1/ 2"

1'

0"

3' - 4" 10' - 8" 4' - 0" 3' - 4"

10' - 0"

7' - 0"

N.C.O. STAFF

LOBBY

CONFERENCE ROOM A

OFFICE A

CONFERENCE ROOM B

OFFICE B

9' - 6 3/4" 24' - 8" 20' - 4 1/8"

ETRETR

ETRETR

E.T.R.

N.I.C.

E.T.R.

N.I.C.

E.T.R.

N.I.C.

2 2 1

A-2.1

A-2.2 2 A-2.2

A-2.1

6 8

/2

SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1

HEIGHT TO BOTTOM OF BEAM

±8' - 4"

HEIGHT TO DECK

±9' - 3 3/4"

(N.I.C.)

(N.I.C.)

(N .I.C

PROVIDE NEW GWB BULKHEAD

PROVIDE NEW GWB BULKHEAD

PROVIDE NEW

GWB BULKHEAD

PROVIDE NEW GWB BULKHEADPROVIDE NEW GWB BULKHEAD

1' - 0" 1'

0"

1'

0"

1'

0"

1'

0"

A-1.2

PROPOSED SCOPE

OF WORK

EXISTING TO

REMAIN

PROPOSED SCOPE

OF WORK

EXISTING TO

REMAIN

CORE THE MASONRY FOR THE PROPOSED

CONDENSATE LINE AND PROVIDE BACKER ROAD

AND SEALANT AT THE PIPE PENETRATION.

PATCH EXISTING FLOOR SLAB

SMOOTH AS REQUIRED TO RECEIVE

NEW CARPET TILE FINISH

(THROUGHOUT ROOM)

PROPOSED AREA OF WORK

PROVIDE NEW PARTITION

LEGEND

EXISTING PARTITION TO REMAIN

1.

2.

3.

4.

5.

6.

THE CONTRACTOR SHALL ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN,

TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL

UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

THE CONTRACTOR SHALL SUBMIT SAMPLES FOR APPROVAL PRIOR TO PURCHASING

MATERIALS.

CARPET TRANSITIONS AT ROOMS SHALL BE AT CENTERLINE OF DOOR WHEN

CLOSED, TYPICAL, UNLESS OTHERWISE NOTED.

RUBBER BASE TYPES SHALL BE CONTINUOUS ROLL GOOD LENGTHS, 4" HIGH

UNLESS OTHERWISE NOTED. USE STRAIGHT BASE THROUGHOUT AT CARPET AND

COVE BASE AT RESILIENT FLOORING UNLESS OTHERWISE NOTED.

ALL CARPET TO RESILIENT FLOORING TRANSITIONS BETWEEN ROOMS SHALL

RECEIVE RUBBER TRANSITION STRIPS, WHICH SHALL MATCH SPECIFIED WALL BASE

MFR. & FINISH.

FLOOR FINISHES AND WALL BASE TO CONTINUE UNDER COUNTERTOPS AND ANY

MILLWORK OPENINGS.

FINISH GENERAL NOTES (APPLICABLE TO ENTIRE PROJECT)

7.

8.

9.

10.

11.

12.

13.

14.

15.

THE CONTRACTOR SHALL CONFIRM THAT WALLS HAVE BEEN PATCHED AND

PROPERLY PREPARED TO RECEIVE NEW FINISH. THE PAINTER SHALL REPORT TO

THE CONTRACTOR ANY AREAS THAT ARE NOT READY TO RECEIVE PAINT.

PROVIDE PRIMER AND TWO FINISH COATS AT ALL PAINTED AREAS.

HOLLOW METAL FRAMES SHALL BE PAINTED, 2 COATS SEMI-GLOSS ENAMEL PAINT.

REFER TO FINISH FLOOR PLAN FOR SPECIFIC LOCATIONS OF ACCENT PAINTS.

REFER TO ELEVATIONS FOR SPECIFIC LOCATIONS OF SPECIALITY FINISHES

INCLUDING, BUT NOT LIMITED TO, PLASTIC LAMINATE, SOLID SURFACE, WALL

COVERING, TACKABLE SURFACES, ETC.

REFER TO REFLECTED CEILING PLAN FOR ACOUSTICAL CEILING TILE LOCATIONS.

REFER TO ELECTRIC DRAWINGS FOR ELECTRIC RECEPTACLE COVER COLORS.

ALL WALLS TO BE PAINTED (PT-1) UNLESS OTHERWISE NOTED.

WHERE LEVELING MATERIAL IS REQUIRED AT FLOORING MATERIAL TRANSITIONS,

SLOPE SHALL NOT EXCEED 1:20.

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

5/8" GYPSUM WALLBOARD

WALL TYPE1WALL TYPE

EXISTING CMU WALL

WALL FINISH

AS PER SCHEDULE

5/8" 3 5/8" 5/8"

5/8" GYPSUM WALLBOARD

WALL FINISH

AS PER SCHEDULE

5/8" GYPSUM WALLBOARD

WALL FINISH

AS PER SCHEDULE

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

5/8" 3 5/8" VARIES

NEW EXISTING

" M

IN

" M

IN

3" SOUND ATTENUATION BLANKET

TAPE & FINISH BOTH

SIDES (LEVEL IV)

TAPE & FINISH

(PLAN VIEW) (PLAN VIEW)1.

2.

NOTE:

PROVIDE SLIP-TRACK ASSEMBLY AT HEAD OF WALL.

STUDS SHALL EXTEND TO UNDERSIDE OF DECK

UNLESS NOTED OTHERWISE.

3" SOUND ATTENUATION BLANKET

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

Date:

DESCRIPTION

Drawn By:

lo ca te d at fo r:

Pr op os ed

R en ov at io ns www.fedhillgroup.com

Sc ho fie ld

A rm or y

-R I N at io na l G ua rd

N ew

L on do n

A ve nu e

C ra ns to n, R

I 0

10/30/2024

A-1.1

JBB

Floor Plans

SCALE: 1/4" = 1'-0"A-1.1

1 Proposed Ground Floor Plan

NOT TO SCALEA-1.1

2 bldg loc1

ROOM FINISH SCHEDULE

ROOM NUMBER ROOM NAME FLOOR BASE WALL FINISH CEILING REMARKS

102 CONFERENCE ROOM A EXISTING TO REMAIN VINYL WALL BASE PAINT (PT-1) 2x2 A.C.T. (PT-2) 103 OFFICE A EXISTING TO REMAIN VINYL WALL BASE PAINT (PT-1) 2x2 A.C.T. (PT-2) 104 OFFICE B EXISTING TO REMAIN VINYL WALL BASE PAINT (PT-1) 2x2 A.C.T. (PT-2) 105 CONFERENCE ROOM B CARPET TILE VINYL WALL BASE PAINT (PT-1) 2x2 A.C.T. (PT-2)

NOT TO SCALE

WALL TYPES3

A.1-1

Building Locus

NOTE:

1 REMOVE AND SALVAGE EXISTING RADIATOR COVERS - REFINISH AND REPAIR TO "AS NEW" STATUS & REINSTALL. CLEAN ALL EXISTING FINNED RADIATION AND PIPING &

REPAIR PER MECHANICAL SCOPE OF WORK

COLOR SCHEDULE:

PT-1 PAINT COLOR 1 (TBD)

PT-2 DRYFALL PAINT COLOR 2 (AT BULKHEAD INTERIOR - TBD)

PT-3 PAINT COLOR 3 (TBD)

Cassidy Petit

RI

N.C.O. STAFF

LOBBY

CONFERENCE ROOM A

OFFICE A

CONFERENCE ROOM B

OFFICE B

(N.I.C.)

(N.I.C.)

(N.I.C.)

PROVIDE NEW GWB BULKHEAD

PROVIDE NEW GWB BULKHEAD PROVIDE NEW GWB BULKHEADPROVIDE NEW GWB BULKHEADPROVIDE NEW GWB BULKHEAD

A-1.2

TYP.

A-1.2

TYP.

A-1.2

TYP.

7' - 6" + 7' - 6"7' - 6"

FINISH CEILING HEIGHTFINISH CEILING HEIGHTFINISH CEILING HEIGHTFINISH CEILING HEIGHT

7' - 6"

1'

0"

1' - 0"

1'

0"

1'

0"

1'

0"

PROPOSED SCOPE

OF WORK

EXISTING TO

REMAIN

PROPOSED SCOPE

OF WORK

EXISTING TO

REMAIN

FULLY PAINT INTERIOR OF ENTIRE

BULKHEAD AND DECK AREA

FULLY PAINT INTERIOR OF ENTIRE

BULKHEAD AND DECK AREA

FULLY PAINT INTERIOR OF ENTIRE

BULKHEAD AND DECK AREA

FULLY PAINT INTERIOR OF ENTIRE

BULKHEAD AND DECK AREA

FULLY PAINT INTERIOR OF ENTIRE

BULKHEAD AND DECK AREA

A-1.2

TYP. 3

A-1.2

TYP.

NOTE:

REFER TO MEP/FP DRAWINGS FOR FINAL

LOCATION OF CEILING FIXTURES.

PROPOSED AREA OF WORK

CEILING GENERAL NOTES

1.

2.

3.

ALL LIGHT FIXTURES SHALL BE INSTALLED IN THE CENTER OF ALL

ACOUSTIC CEILING TILES UNLESS NOTED

PROVIDE ALL EXPANSION JOINT ASSEMBLIES AS REQUIRED BY CEILING

MANUFACTURER'S WRITTEN INSTRUCTIONS

CENTER ALL NEW SPRINKLER HEADS IN CENTER OF CEILING TILES.

LEGEND

2' x 2' ACOUSTIC CEILING TILE

SPRINKLER HEAD

(SEE FIRE PROTECTION)

2' x 2' LIGHT FIXTURE

(SEE ELECTRICAL)

3 5/8" STEEL TRACK - TOP & BOTTOM

5/8" GYPSUM WALLBOARD (LEVEL IV FINISH) W/ PAINT FINISH

DECK

±9'-4"

CEILING

MOUNTING HEIGHT

7'-6" (MIN.)

7'-5" A.F.F.

EXISTING GLAZING TO REMAIN

PROVIDE CONT. 2X10 FRT TREATED BLOCKING FOR FUTURE BLINDS

5/8" GYPSUM WALLBOARD (LEVEL IV FINISH) W/ PAINT FINISH (PT-3)

1'

ANCHOR TRACK TO DECK

3 5/8" 26 GAUGE STEEL STUDS @ 16" O.C.

± 12"

FULLY PAINT INTERIOR OF ENTIRE BULKHEAD AND DECK AREA (PT-2)

2' x 2' ACOUSTIC CEILING TILE & GRID

PROVIDE 3 5/8" 26 GAUGE

METAL BRACE @ 48" O.C. (TYP.)

ANCHOR TO DECK

PT-3

PAINT

PT-2 PAINT

SCRIBE GWB TO PROFILE TO UNDERSIDE OF DECK - CAULK JOINT

CASSETTE TYPE FAN COIL UNIT

(SEE MECHANICAL)

CASSETTE TYPE FAN COIL UNIT

(SEE MECHANICAL)

RETURN DIFFUSER

(SEE MECHANICAL)

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

Date:

DESCRIPTION

Drawn By:

lo ca te d at fo r:

Pr op os ed

R en ov at io ns www.fedhillgroup.com

Sc ho fie ld

A rm or y

- R I N at io na l G ua rd

N ew

L on do n

A ve nu e

C ra ns to n, R

I 0

10/30/2024

A-1.2

JBB

Reflected Ceiling Plan

SCALE: 1/4" = 1'-0"A-1.2

1 Proposed Ground Floor Reflected Ceiling Plan

NOT TO SCALEA-1.2

2 bldg loc2Building Locus

SCALE: 1 1/2" = 1'-0"A-1.2

3 Bulkhead Detail

Cassidy Petit

RI

RTU#4

EXISTING CONDENSER

STAND (TO REMAIN)

± 80' - 9 1/2" ± 57' - 6"

± 138' - 3 1/2"

9 1

/2"

8"

9 1

/2"

1'

- 4

± 6' - 0"

REMOVE EXISTING

ROOF CURB AND INFILL

REMOVE EXISTING ROOF

CURB AND INFILL OPENING

INTAKE VENT

(SEE MECHANICAL)

EXHAUST VENT

(SEE MECHANICAL)

RTU#3

CONDENSING UNITS

A-1.3

TYP.

A-1.3

TYP.

NOTE:

EXISTING ROOF IS NOT UNDER A CURRENT WARRANTY.

ANCHOR CONDENSER STANDS TO 6x6 P.T.

CONTINUOUS TIMBERS - SEE MECHANICAL

CUT BACK & FLASH NEW ROOF CURBS INTO EXISTING

ROOF MEMBRANE SEE SHEET M-2.0

EXISTING

CURB OPENING

EXISTING

DECK NEW 0.060 EPDM MEMBRANE

EPDM COVERBOARD

3.3" RIGID INSULATION

1/2" CDX PLYWOOD

2x6 P.T. @ 12" O.C.

2-2x6 P.T. LEDGER EPOXY ANCHORED TO GYPSUM DECK

EXISTING

GYPSUM DECK

FULL LAP SPLICE W/ 0.060 EPDM

2x PRESSURE TREATED LUMBER BLOCKING

2x PRESSURE TREATED LUMBER BLOCKING

ALIGN

FILL ENTIRE BAYS WITH THERMAL BATT INSULATION

BACKER ROD & SEALANT AT PERIMETER

PREFABRICATED CURB UNIT - SEE MECHANICAL

RIGID INSULATION ADHERED TO DECK

EXISTING GYPSUM DECK (3" VIF)

EXISTING STEEL BEAM

2x P.T. WOOD BLOCKING TO MATCH INSULATION DEPTH

SINGLE PLY ROOF MEMBRANE

W/ BASE BATTEN

SEAM EDGE TREATMENT

CURB OPENING

CUT/REMOVE ROOF

DECK AS REQUIRED

DECK

1'

0" (M

IN

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

Date:

DESCRIPTION

Drawn By:

lo ca te d at fo r:

Pr op os ed

R en ov at io ns www.fedhillgroup.com

Sc ho fie ld

A rm or y

- R I N at io na l G ua rd

N ew

L on do n

A ve nu e

C ra ns to n, R

I 0

10/30/2024

A-1.3

JBB

Floor Plans

SCALE: 1/8" = 1'-0"A-1.3

1 Proposed Roof Plan

SCALE: 3" = 1'-0"A-1.3

2 Typical RTU Infill

NOT TO SCALEA-1.3

3 Typical Curb Detail

Cassidy Petit

RI

LEVEL 1 FFL

0"SEE NOTE 1

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

8'

4"

1' - 0"

A-1.2

TYP.

SEE NOTE 1

SPANDREL PANEL

TO SLAB

SPANDREL

PANEL TO SLAB LEVEL 1 FFL

0"

SEE NOTE 1

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

8'

4"

1' - 0" A-1.2

TYP.

BEAM

PAINT ENTIRE SURFACE

PROVIDE VINYL WALL BASE

SPANDREL

PANEL TO SLAB

LEVEL 1 FFL

0"SEE NOTE 1

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

8'

4"

1' - 0" A-1.2

TYP.

ETR

PROVIDE VINYL WALL BASE

PAINT ENTIRE SURFACE PAINT ENTIRE SURFACE

SPANDREL PANEL

TO SLAB

LEVEL 1 FFL

0"SEE NOTE 1

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

8'

4"

1' - 0"

A-1.2

TYP.

BEAM

SPANDREL PANEL

TO SLAB

SPANDREL PANEL

TO SLAB

LEVEL 1 FFL

0"

8'

4"

SEE NOTE 1

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

SEE NOTE 1

SPANDREL

PANEL TO SLAB

SPANDREL

PANEL TO SLAB

LEVEL 1 FFL

0"

8'

4"

SEE NOTE 1

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6" 1' - 0"

A-1.2

TYP.

BEAM

2'

0"

FULL LENGTH OF NEW PARTITION

PROVIDE VINYL WALL BASE

PROVIDE FRT TREATED IN-WALL

BLOCKING IN THIS AREA

PAINT ENTIRE SURFACE

LEVEL 1 FFL

0"

8'

4"

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

PAINT ENTIRE SURFACE

ETR

PROVIDE VINYL WALL BASE

LEVEL 1 FFL

0"

8'

4"

SEE NOTE 1

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6" 1' - 0"

A-1.2

TYP.

PAINT ENTIRE SURFACE

PROVIDE VINYL WALL BASE

BEAM

SPANDREL PANEL

TO SLAB

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

Date:

DESCRIPTION

Drawn By:

lo ca te d at fo r:

Pr op os ed

R en ov at io ns www.fedhillgroup.com

Sc ho fie ld

A rm or y

- R I N at io na l G ua rd

N ew

L on do n

A ve nu e

C ra ns to n, R

I 0

10/30/2024

A-2.1

JBB

Elevations

SCALE: 1/2" = 1'-0"A-2.1

1 Conference Room A - Elevation 1

SCALE: 1/2" = 1'-0"A-2.1

2 Conference Room A - Elevation 2

SCALE: 1/2" = 1'-0"A-2.1

3 Conference Room A - Elevation 3

SCALE: 1/2" = 1'-0"A-2.1

4 Conference Room A - Elevation 4

SCALE: 1/2" = 1'-0"A-2.1

5 Conference Room B - Elevation 5

SCALE: 1/2" = 1'-0"A-2.1

6 Conference Room B - Elevation 6

SCALE: 1/2" = 1'-0"A-2.1

7 Conference Room B - Elevation 7

SCALE: 1/2" = 1'-0"A-2.1

8 Conference Room B - Elevation 8

1.

2.

NOTE:

REMOVE AND SALVAGE EXISTING RADIATOR COVERS - REFINISH AND REPAIR TO "AS

NEW" STATUS & REINSTALL. CLEAN ALL EXISTING FINNED RADIATION AND PIPING.

FINAL LOCATION / HEIGHT OF SURFACE MOUNTED RACEWAY SHALL BE DETERMINED

IN THE FIELD - MATCH COLOR TO WINDOW FRAME & SPANDREL.

Cassidy Petit

RI

LEVEL 1 FFL

0"

8'

4"

SEE NOTE 1

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

SEE NOTE 1

SPANDREL

PANEL TO SLAB

LEVEL 1 FFL

0"

8'

4"

SEE NOTE 1

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"1' - 0"

A-1.2

TYP.

BEAM

PAINT ENTIRE SURFACE

PROVIDE VINYL WALL BASE

SPANDREL

PANEL TO SLAB

LEVEL 1 FFL

0"

8'

4"

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

PAINT ENTIRE

SURFACE

PROVIDE VINYL WALL BASE

ETR

LEVEL 1 FFL

0"

8'

4"

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"1' - 0"

A-1.2

TYP.

SEE NOTE 1

BEAM

PAINT ENTIRE SURFACE

PROVIDE VINYL WALL BASE

SPANDREL

PANEL TO SLAB

LEVEL 1 FFL

0"

8'

4"

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

SEE NOTE 1

SPANDREL PANEL

TO SLAB

SPANDREL

PANEL TO SLAB

LEVEL 1 FFL

0"

8'

4"

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6" 1' - 0"

A-1.2

TYP.

SEE NOTE 1

BEAM

PAINT ENTIRE SURFACE

PROVIDE VINYL WALL BASE

SPANDREL

PANEL TO SLAB

LEVEL 1 FFL

0"

8'

4"

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6"

PAINT ENTIRE SURFACE

PROVIDE VINYL WALL BASE

PAINT ENTIRE SURFACE

PROVIDE VINYL WALL BASE

ETR

LEVEL 1 FFL

0"

8'

4"

BOTTOM OF DECK

± 9' - 4"

LEVEL 1 CL

7' - 6" 1' - 0"

A-1.2

TYP.

SEE NOTE 1

BEAM

PAINT ENTIRE SURFACE

PROVIDE VINYL WALL BASE

SPANDREL

PANEL TO SLAB

PRE-DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

ISSUED FOR BIDDING

ISSUED FOR CONSTRUCTION

ISSUED FOR PERMIT ONLY

AS-BUILT / PROJECT

NON-CONFORMED

ISSUED FOR CONSTRUCTION

CONFORMED

CLOSEOUT

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

(AFFIX SEAL HERE)

This drawing and all information contained within is the property of the Federal Hill Group, LLC and all of its affiliates. Any unauthorized use and/or reproduction not authorized by the aforementioned is a violation of its terms of use and is strictly forbidden. This document is protected by the copyright laws of the United States and all violations shall be prosecuted to the maximum extent of the law including the pursuing of civil penalties and damages.

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

REVISION NO.

AND DATE

Date:

DESCRIPTION

Drawn By:

lo ca te d at fo r:

Pr op os ed

R en ov at io ns www.fedhillgroup.com

Sc ho fie ld

A rm or y

- R I N at io na l G ua rd

N ew

L on do n

A ve nu e

C ra ns to n, R

I 0

10/30/2024

A-2.2

JBB

Elevations

SCALE: 1/2" = 1'-0"A-2.2

1 Office A - Elevation 1

SCALE: 1/2" = 1'-0"A-2.2

2 Office A - Elevation 2

SCALE: 1/2" = 1'-0"A-2.2

3 Office A - Elevation 3

SCALE: 1/2" = 1'-0"A-2.2

4 Office A - Elevation 4

SCALE: 1/2" = 1'-0"A-2.2

5 Office B - Elevation 5

SCALE: 1/2" = 1'-0"A-2.2

6 Office B - Elevation 6

SCALE: 1/2" = 1'-0"A-2.2

7 Office B - Elevation 7

SCALE: 1/2" = 1'-0"A-2.2

8 Office B - Elevation 8

1.

2.

NOTE:

REMOVE AND SALVAGE EXISTING RADIATOR COVERS - REFINISH AND REPAIR TO "AS

NEW" STATUS & REINSTALL. CLEAN ALL EXISTING FINNED RADIATION AND PIPING.

FINAL LOCATION / HEIGHT OF SURFACE MOUNTED RACEWAY SHALL BE DETERMINED

IN THE FIELD - MATCH COLOR TO WINDOW FRAME & SPANDREL.

Cassidy Petit

RI

PROPOSED

SCOPE OF WORK

EXISTING

TO REMAIN

PROPOSED

SCOPE OF WORK

EXISTING

TO REMAIN

T

TT

EXISTING BASEBOARD EXISTING BASEBOARD EXISTING BASEBOARD

EX

IS

TI

N

G B

AS

EB

O

AR

D

RTU-3

RTU-3

EXISTING

CONDENSING UNITS

MECHANICAL DEMOLITION NOTES:

1. REMOVE EXISTING ROOF TOP AIR HANDLING UNITS,

ALL ASSOCIATED GAS, POWER AND CONTROLS.

ROOF CAPS & PATCHING BY ROOFING

CONTRACTOR.

2. REMOVES ALL EXISTING DUCTWORK, DIFFUSERS,

REGISTERS, GRILLES & HANGERS.

3. REMOVE EXISTING THERMOSTATS.

4. EXISTING BASEBOARD TO REMAIN.

Federal Hill Group,LLC

222 Atwells Avenue Second Floor

© Federal Hill Group, LLC - Architects

401-404-4930 Providence, RI 02903

ARCHITECTS

Revisions:

Date: Drawn By:

Pr op os ed

A dd iti on

R en ov at io ns

Sc ho fie ld

A rm or y www.fedhillgroup.com

CONSTRUCTION

12 SEPTEMBER 2024

ISSUED FOR

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....NR.

WILLIAM T. MAYER III

MECHANICAL

MD-1.0

Mechanical - Floor Plan

Mechanical - Roof Plan

Mechanical - Demolition Plan

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N.C.O. STAFF

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CONFERENCE ROOM A

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LOBBY

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OFFICE B

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OFFICE A

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CONFERENCE ROOM B

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%%UREVISION NO.

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%%UAND DATE

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%%UDESCRIPTION

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12 SEPTEMBER 2024

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PRE-DESIGN

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SCHEMATIC DESIGN

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DESIGN DEVELOPMENT

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NOT FOR CONSTRUCTION

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ISSUED FOR CONSTRUCTION

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ISSUED FOR PERMIT ONLY

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AS-BUILT / PROJECT

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NON-CONFORMED

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ISSUED FOR CONSTRUCTION

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CONFORMED

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CLOSEOUT

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text H

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AutoCAD SHX Text D

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AutoCAD SHX Text F

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AutoCAD SHX Text S

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GRF

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MD-1.0

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

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AutoCAD SHX Text

MD-1.0

AutoCAD SHX Text

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

GENERAL CONSTRUCTION NOTES:

1. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL CODES AND ALL

OTHER REGULATIONS GOVERNING WORK OF THIS NATURE.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY

A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED.

3. THIS CONTRACTOR, PRIOR TO SUBMITTING HIS BID, SHALL VISIT THE PROJECT SITE TO

FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. REQUESTS FOR COMPENSATION

FOR EXTRA WORK, WHICH WOULD HAVE BEEN EVIDENT BY COMPLIANCE WITH THE

PREVIOUS STATEMENT, WILL NOT BE CONSIDERED. THE CONTRACTOR SHALL CONDUCT

A THOROUGH FIELD INVESTIGATION TO VERIFY WORK SHOWN ON THE DRAWINGS. THE

DRAWINGS REFLECT THE BEST AVAILABLE INFORMATION FROM EXISTING PLANS AND

SITE INVESTIGATIONS.

4. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE

MANUFACTURER'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW THE EXACT ROUTING

OF SYSTEMS OR LOCATION OF COMPONENTS. THE EXACT LOCATIONS, DIMENSIONS AND

ALL OTHER DETAILS OF EQUIPMENT ARE THE RESPONSIBILITY OF THIS CONTRACTOR.

THIS CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT

PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE.

PROVIDE ALL DUCT AND PIPE TRANSITIONS REQUIRED FOR CONNECTION TO EQUIPMENT.

5. THIS CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS

PRIOR TO PROCEEDING WITH ANY WORK. WHERE DISCREPANCIES OCCUR BETWEEN

THESE DOCUMENTS AND EXISTING CONDITIONS, THE DISCREPANCY SHALL BE

REPORTED TO THE OWNER AND/OR ENGINEER FOR EXPEDITING AND RESOLVE.

6. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL

BE EXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS

OF THE BUILDING WHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY

MEANS OF TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST AND DEBRIS WITHIN

THE CONSTRUCTION AREA.

7. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND DEBRIS

CAUSED BY THE PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT.

8. ALL OPENINGS IN WALLS SHALL BE KEPT PROPERLY SEALED AT ALL TIMES, EXCEPT

WHEN BEING WORKED ON TO PRECLUDE THE POSSIBILITY OF FLOODING DUE TO STORM

OR OTHER CAUSES.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS OWN

PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION

OF PROPERTIES AGAINST FIRE, THEFT, AND ENVIRONMENTAL CONDITIONS.

10. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES PRIOR TO

FABRICATION, PURCHASE AND/OR INSTALLATION OF ALL WORK. ALL OFFSETS IN PIPING

AND DUCTS TO AVOID OBSTRUCTIONS SHALL BE PROVIDED AT NO COST TO THE OWNER.

11. CONTRACTOR SHALL REFER TO THE COMPLETE SET OF CONTRACT DOCUMENTS

INCLUDING SPECIFICATIONS AND OTHER TRADES FOR A FULL UNDERSTANDING OF ALL

WORK REQUIRED.

12. WHERE USED THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL".

13. PROVIDE ALL REQUIRED RIGGING TO ACCOMMODATE THE REMOVAL & INSTALLATION OF

ALL EQUIPMENT.

14. PROVIDE ACCESS PANELS FOR ALL CONCEALED DAMPERS, VALVES, AND EQUIPMENT.

15. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THE

ENGINEER OR ARCHITECT.

16. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF

REGISTERS, DIFFUSERS, AND GRILLES.

17. CONTRACTOR SHALL SPRAY PAINT INSIDE OF DUCT BLACK, BEHIND ALL GRILLES AND

REGISTERS.

18. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS IN A

NEAT AND WORKMANLIKE MANNER AND BE SUPPORTED AS REQUIRED BY CODES.

DUCTWORK AND PIPING SHALL BE SET UP AND DOWN AND OFFSET AS REQUIRED TO

SUIT FIELD CONDITIONS. DIELECTRIC COUPLINGS SHALL BE USED WHERE DISSIMILAR

METALS ARE JOINED.

19. IF A SECTION OF DUCT OR PIPE IS NOT LABELED FOR SIZE, THEN THE LARGER SIZE

INDICATED ON THE DRAWINGS SHALL PREVAIL. SIZE OF DUCT RUN-OUTS TO DIFFUSERS

SHALL EQUAL DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED.

20. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR PIPING. DO

NOT LEAVE PIPING OPEN ENDED.

21. PROVIDE CONDENSATE PUMPS THROUGHOUT CONDENSATE DRAINAGE SYSTEM AS

REQUIRED TO PROPERLY REMOVE CONDENSATE. PROVIDE A PER PUMP LINE-ITEM

ALLOWANCE.

22. REFRIGERANT PIPE SIZING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

LENGTH OF PIPE, ELEVATION CHANGE AND EQUIPMENT ORIENTATION SHALL BE TAKEN

INTO ACCOUNT.

23. SUCCESSFULLY PRESSURE TEST ALL REROUTED PIPING SYSTEMS. TEST SHALL BE

PERFORMED AT TWICE SYSTEM OPERATING PRESSURES. REPAIR AND RETEST AS

REQUIRED UNTIL SYSTEMS PROVE TIGHT.

24. ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 10' FROM THE

ROOF EDGE. EQUIPMENT INSTALLED CLOSER THAN 10' SHALL REQUIRE THE

INSTALLATION OF GUARD RAILS.

25. ALL CONCEALED ELECTRICAL CONNECTIONS SHALL BE HARD WIRED. PLUGS SHALL NOT

BE USED AS A DISCONNECTING MEANS IN CONCEALED LOCATIONS.

26. CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROLS INCLUDING WIRING,

TUBING, AND THERMOSTATS (WITH LOCKING COVERS) AND ALL MISCELLANEOUS

APPURTENANCES TO MEET THE INTENT OF THESE DOCUMENTS.

27. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR,

INSTALLED IN THE DUCTWORK BY MECHANICAL CONTRACTOR AND WIRED BY THE

ELECTRICAL CONTRACTOR.

28. ALL FRESH AIR INTAKES & DIRECT VENTS SHALL TERMINATE AT LEAST 10' HORIZONTALLY

FROM ANY GAS METERS.

29. ALL THERMOSTATS, CONTROL SWITCHES, ETC. SHALL BE INSTALLED 48" AFF.

GENERAL RENOVATION NOTES:

1. ALL SHUT DOWNS OF EXISTING SYSTEMS SHALL BE SCHEDULED AND APPROVED BY THE OWNER

PRIOR TO COMMENCING WITH WORK.

2. NO DUCTWORK, PIPING, EQUIPMENT, ETC. SHALL BE REMOVED, DISCONNECTED, OR SHUT DOWN

WITHOUT PRIOR REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO

REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK

ARE AFFECTED BY ANY SHUTDOWN, REMOVAL, OR DISCONNECTION, 1 WEEK NOTICE MUST BE

GIVEN TO THE OWNER INDICATING WHICH AREAS WILL BE AFFECTED, WHEN THE PROPOSED

SHUTDOWN WILL OCCUR, AND FOR HOW LONG A PERIOD.

3. USE OF THE OWNER'S ELEVATORS AND BUILDING CORRIDORS FOR HANDLING OF THE OWNER'S

AND REMOVED EQUIPMENT AND MATERIALS SHALL BE AT THE DIRECTION OF THE OWNER AND

SHALL BE COORDINATED WITH HIS OPERATIONS.

4. ALL ITEMS REMOVED SHALL BECOME PROPERTY OF THE OWNER AND SHALL BE DISPOSED OF AS PER OWNER'S INSTRUCTIONS, UNLESS INDICATED OTHERWISE. ALL ITEMS WHICH ARE NOT TO BE

STORED ON SITE BY OWNERS SHALL BE REMOVED FROM THE BUILDING IMMEDIATELY.

5. DISCONNECT AND REMOVE ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, FLUES, REGISTERS, SUPPORTS, HANGERS, AND ALL OTHER MECHANICAL COMPONENTS MADE OBSOLETE BY THIS

PROJECT.

6. PRIOR TO RENOVATION, CONTRACTOR TO RECORD ALL SUPPLY & RETURN MAIN AIRFLOWS &

SUBMIT A COPY TO THE ENGINEER. ALL READINGS SHALL BE PERFORMED BY A CERTIFIED NEBB

CONTRACTOR. COMPARE NEW EQUIPMENT VALUES & ALERT DISCREPANCIES FOR ENGINEER

FEEDBACK. AT THE END OF THE PROJECT EXISTING SYSTEMS SHALL BE BALANCED TO

PRE-CONSTRUCTION VALUES OR ADJUSTED VALUES BASED ON PRE-CONSTRUCTION TESTING

ENGINEERING FEEDBACK.

7. ALL NEW, RELOCATED, OR EXISTING EQUIPMENT AFFECTED BY THIS SCOPE OF WORK SHALL BE

REBALANCED BEFORE BEING PLACED IN SERVICE.

8. PROVIDE ALL REQUIRED CUTTING AND PATCHING AS REQUIRED TO COMPLETE THE INSTALLATION OF NEW MECHANICAL SYSTEM. PATCH ALL SURFACES TO MATCH AND MAINTAIN ALL FIRE RATINGS.

9. EXISTING ROOF CUTTING, FLASHING, SEALING, ETC. TO BE ACCOMPLISHED BY A ROOFING

CONTRACTOR APPROVED BY THE EXISTING ROOF MANUFACTURER AND INSTALLED IN

ACCORDANCE WITH ROOF MANUFACTURER'S RECOMMENDATIONS SO AS NOT TO VOID ROOF

WARRANTY.

10. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED AS SUCH ON THE DRAWINGS. ALL MATERIALS AND EQUIPMENT LISTED AS NEW

MUST BE NEW.

11. THE FIRE PROOFING OF THE EXISTING STRUCTURE IS NOT TO BE REMOVED FOR THE INSTALLATION

OF HANGERS, SUPPORTS AND DUCTWORK ETC. IF FIRE PROOFING IS DAMAGED, IT SHALL BE

REPAIRED AT THE EXPENSE OF THE TRADE.

AIR CONDITIONING UNIT

AC CONDENSING UNIT

AIR HANDLING UNIT

AIR SEPARATOR

BOILER

BASE BOARD

BRANCH CONTROLLER

BOILER PUMP

BUFFER TANK

CRITICAL COOLING AC UNIT

COOLING COIL

CC CONDENSING UNIT