1.0 2022-05-31 Drawings Task1-Ph2 HH Renov.pdf

PDF 8 MB Posted Mar 20, 2023

Attached to: Repair USDA Headhouse #2 Marucci Center
Solicitation number: 12305B23R0005
Issued by: Department of Agriculture Agricultural Research Service Field Research Implementation and Information Delivery Northeast Area

About this file

Written by GovTribe AI · Dec 28, 2023

This is a request for quotes from the USDA Agricultural Research Service for construction services to repair a USDA headhouse building located in Chatsworth, New Jersey.

The project includes repair and renovation of the existing headhouse building including structural, mechanical, electrical, and plumbing work. Drawings and specifications are provided with the solicitation. Interested vendors must be registered in SAM.gov and follow submission instructions in the solicitation. The anticipated award is a firm fixed-price contract.

The evaluation will consider past performance, technical capability, and price using a lowest price technically acceptable process. The period of performance is 270 days from notice to proceed. Payment and performance bonds are required for awards over $150,000. A site visit is scheduled and questions must be submitted in writing. The government intends to make award without discussions but reserves the right to conduct discussions if in its best interest.

View the file

Other files

File	Type	Posted
A3 Q and A 1 Chatsworth Headhouse.docx	DOCX document	Apr 12, 2023
A3 12305B23R0005.pdf	PDF	Apr 12, 2023
A2 12305B23R0005.pdf	PDF	Mar 29, 2023
A1 12305B23R0005.pdf	PDF	Mar 22, 2023
19.2 12305B23R0005.pdf	PDF	Mar 20, 2023
1.3 SOW 9NOV2022 Chatsworth HH2 Repair.pdf	PDF	Mar 20, 2023
1.4 Specifications Task 1 - Ph2 HH Renov.pdf	PDF	Mar 20, 2023
1.11 Burlington WD.pdf	PDF	Mar 20, 2023
19.0 Prov Clauses - HH Reno.docx	DOCX document	Mar 20, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

VICINITY MAP LOCATION MAP PROJECT SHEET LIST

1415 ELLIOT PLACE NW, SUITE 100,

WASHINGTON, DC 20007

P: 202-393-1523

UNITED STATES DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

PHILLIP E. MARUCCI CENTER FOR BLUEBERRY AND CRANBERRY RESEARCH

REPAIR USDA HEADHOUSE #2, PHASE 2, TASK 1, ELECTRICAL UPGRADE

125A LAKE OSWEGO RD., CHATSWORTH, NJ

CONTRACT #: AG-32SD-C15-0066

TASK ORDER #: 12305B20F0193

USDA JOB #: FY21 NEA UPL-8

Plotted By: BENJAMIN MONTALBANO Plot Date: 5/31/2022 3:26:54 PM Saved By: BENJAMIN.MONTALBANO File: O:\2020\SAG20056.13\23-SAG20056.13_M\15- Task 1 Ph 2 HH CAD\20056.13_PH2_CS-001.dwg Save Date: 05/25/2022 02:11 PM

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

PROJECT NUMBER:

SAG20056.13

TRUE

NORTH

PLAN

NORTH

CS001

COVER SHEET

PROJECT DESCRIPTION

PHASE 2, TASK 1 CONSISTS OF ARCHITECTURAL, STRUCTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING RENOVATIONS TO

THE HEADHOUSE #2 BUILDING. THESE RENOVATIONS INCLUDE

BUT ARE NOT LIMITED TO STRUCTURAL SLAB UNDERPINNING,

NEW FLOORING, CEILING, FINISHES, INSULATION, SIDING, AND A

NEW ROOF TRUSS. A NEW HVAC SYSTEM WILL BE INSTALLED

ALONG WITH PLUMBING UPGRADES, AND NEW ELECTRICAL

OUTLETS.

NJ UCC REQUIRED CODES

1. GENERAL PROVISIONS (NJAC 5:23-1)

2. ADMINISTRATION AND ENFORCEMENT (NJAC 5:23-2)

3. SUBCODES (NJAC 5:23-3)

4. REHABILITATION SUBCODE (NJAC 5:23-6)

4.1. THIS PROJECT CLASSIFIES AS A RENOVATION (NJAC

5:23-6.6)

LOCATION OF PROJECT,

HEADHOUSE #2 AND

USDA GREENHOUSE

LOCATION OF PROJECT,

35 MILES FROM ATLANTIC CITY

ADMINISTRATION CENTER

CS SHEET 01 OF 01

PROJECT DRAWING LIST

SHEET DRAWING TITLE

1 CS001 COVER SHEET

2 A001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3 A101 DEMOLITION PLAN

4 A102 NEW CONSTRUCTION

5 A103 BUILDING ELEVATIONS AND SECTIONS

6 A104 ROOF DEMOLITION AND NEW CONSTRUCTION

7 A105 WALL SECTIONS

8 A401 DOOR AND FINISH SCHEDULE AND DETAILS

9 M001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

10 MD101 MECHANICAL DEMOLITION

11 M101 MECHANICAL NEW WORK

12 M601 MECHANICAL SCHEDULES

13 M701 MECHANICAL DETAILS

14 P001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

15 P101 PLUMBING DEMOLITION & NEW WORK

16 P501 PLUMBING DETAILS

17 E001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

18 ED101 ELECTRICAL DEMOLITION

19 E101 ELECTRICAL LIGHTING

20 E201 ELECTRICAL POWER

21 E501 ELECTRICAL POWER RISER DIAGRAM AND SCHEDULES

22 E701 ELECTRICAL DETAILS

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SETTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text 03/11/2022

AutoCAD SHX Text

95%%% SUBMISSION

AutoCAD SHX Text

SHS

AutoCAD SHX Text

USDA CONTRACT: #AG-32SD-C-15-0066 ORDER#12305B20F0193

AutoCAD SHX Text

USDA HEADHOUSE # 2 RENOVATION

AutoCAD SHX Text

ORIGINAL DRAWING SIZE IS 30" X 42", SCALE ENTITIES ACCORDINGLY IF REDUCED.

AutoCAD SHX Text

CHATSWORTH NJ

AutoCAD SHX Text

TASK 1, PHASE 2

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

RUTGERS UNIVERSITY

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

FINAL

AutoCAD SHX Text

ABBREVIATIONS

Plotted By: BENJAMIN MONTALBANO Plot Date: 5/31/2022 4:00:59 PM Saved By: BENJAMIN.MONTALBANO File: O:\2020\SAG20056.13\10-SAG20056.13_Arch\15- Ph 2 CAD\A0.01.dwg Save Date: 05/31/2022 04:00 PM

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

PROJECT NUMBER:

SAG20056.13

TRUE

NORTH

PLAN

NORTH

A001

GENERAL NOTES,

SYMBOLS AND

ABBREVIATIONS

A SHEET 01 OF 07

GENERAL NOTES SYMBOLS

1. THESE DOCUMENTS HAVE BEEN PREPARED TO ADHERE TO THE 2014 INTERNATIONAL BUILDING CODE, INCLUDING ITS ADOPTED REFERENCES, STANDARDS SUPPLEMENTS, THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT THEIR WORK ADHERES THERE TO, AND TO ALL APPLICABLE REGULATIONS AND ORDINANCES.

2. THE CONSTRUCTION DOCUMENTS ARE COMPOSED OF THE CONSTRUCTION DRAWINGS.

3. THESE DRAWINGS ARE DIAGRAMMATIC ONLY, ESTABLISHING RELATIONSHIP AND DIMENSIONAL INTENTS. DO NOT SCALE THE DRAWINGS.

EACH SUBCONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS BEFORE BEGINNING THEIR WORK. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS, OR ANY AMBIGUITIES OR INCONSISTENCIES CONTAINED THEREIN, SHALL BE REPORTED TO THE PROJECT MANAGER AT THE EARLIEST OPPORTUNITY, AND A SUITABLE RESOLUTION ESTABLISHED PRIOR TO THE SUBMITTAL OF BIDS AND THE BEGINNING OF THE AFFECTED WORK. WORK THAT PROCEEDS IN VIOLATION OF THIS PRINCIPLE IS ENTIRELY AT THE CONTRACTOR'S OWN RISK AND THE COSTS OF ANY CHANGES REQUIRED BY THE OWNER TO

SUITABLY MODIFY SUCH WORK SHALL BE BORNE SOLELY BY THE CONTRACTOR.

4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE LEGALLY REGISTERED AND LICENSED TO COMPLETE THEIR WORK IN THE STATE OF NEW JERSEY. ALL CONTRACTORS SHALL CARRY WORKMAN'S COMPENSATION INSURANCE AND ALL OTHER

INSURANCES, AS REQUIRED BY LAW, AND AS OTHERWISE INDICATED BY THE OWNER.

5. EACH CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED FOR THE FULL PERFORMANCE OF THEIR WORK, UNLESS SPECIFICALLY NOTED OTHERWISE. ALL WORK SHALL BE ACHIEVED IN A GOOD WORKMANLIKE STANDARD OF CARE. EACH TRADE SHALL AFFORD ALL OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR WORK. ALL SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH ALL ADJACENT TRADES SO AS TO FACILITATE THE GENERAL PROGRESS OF THE WORK. ANY WORK TO BE COMPLETED OR REVISITED AFTER THE CERTIFICATE OF SUBSTANTIAL COMPLETION SHALL BE

COORDINATED WITH THE PROJECT MANAGER PRIOR TO SUCH WORK BEING DONE.

6. NO PROVISION IN THE CONTRACT DOCUMENTS, NOR FINAL PAYMENT, SHALL RELIEVE THE CONTRACTOR OR SUBCONTRACTORS OF THE RESPONSIBILITY FOR NEGLIGENCE, FAULTY MATERIALS OR POOR WORKMANSHIP. UPON WRITTEN NOTICE, THE CONTRACTOR SHALL REMEDY ANY DEFECTS AND PAY ALL EXPENSES FOR ANY OTHER DAMAGE TO OTHER WORK RESULTING THEREFROM. ALL WORK IS TO BE GUARANTEED FOR THE PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, EXCEPT FOR EXTENDED DATES AS OTHERWISE

DEFINED IN THE CONTRACT DOCUMENTS.

7. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT MANAGER ALL STAGING OF THE WORK AND SHALL COORDINATE, 14 DAYS IN ADVANCE OF ANY INTERRUPTIONS IN THE NORMAL OPERATION OF THE BUILDING (ELECTRICAL, MECHANICAL, PLUMBING, ETC..).

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS AND REFUSE ON A DAILY

BASIS AND SHALL PAY ALL FEES INCURRED THEREBY.

9. NO SUBSTITUTIONS SHALL BE ALLOWED IN BASE BID. ALL SUBSTITUTIONS MUST BE REVIEWED AND APPROVED BY THE PROJECT

MANAGER.

10. THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL AND OR WORK THAT IS NOT IN STRICT ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

11. ADJACENT AREAS TO REMAIN IN OPERATION DURING CONSTRUCTION, PROTECT THESE AREAS, EQUIPMENT AND PERSONNEL FROM

DAMAGE/DANGER AND PROVIDE DUST PROTECTION BARRIERS DURING CONSTRUCTION.

12. PROTECT AND REPAIR ALL AREAS AFFECTED BY THE CONSTRUCTION AS REQUIRED TO MAINTAIN THEIR EXISTING APPEARANCE, UNLESS

NOTED OTHERWISE.

13. CONTRACTOR TO SUPPLY SHOP DRAWINGS TO THE DESIGN TEAM FOR APPROVAL. SHOP DRAWINGS TO INCLUDE DIMENSIONS AND

NOTATION OF COORDINATION

BASIS OF DESIGN

WIND 120 MHP, RISK CAT II, EXPOSURE C, Q =26.63 PSF ICE 1",SNOW 20 PSF,RAIN 15'@5,89 IN/HR @60'@3,11 IN/HR CEILING 10 PSF DUE TO 4:12 PITCH AND ATTIC SPACE BEING CREATED WITH OVER 24" OF HEIGHT

- FRONT TO BACK TRUSSES @ 24" O.C.

- ANTISYMMETRIC ROOF OVERHANGS

- TRUSS LOADS:

· + 2,656 #/TRUSS GRAVITY

· -1,474 #/TRUSS UPLIFT

- WALL LOADS

· + 25.6 PSF

· - 21.3 PSF

- WALL UPLIFT

· PLYWOOD SIZE AND FASTENED DEFINED

· UPLIFT STRAP FOR TRUSS DEFINED

- WALL GRAVITY

· POCKET FOOTING DEFINED TO GO UNDER THE EXISTING SLAB EDGE. FACTORY OF SAFETY OF 2 WAS USED DUE TO UNKNOWN

SOIL CONDITIONS. POCKET HAS ROUGHLY A 3" TO 4 " PLACEMENT POCKET.

· USE A 4,000 PSI 2" HOSE PUMP MIX SHOULD FLOW REAL UNDER SLAB TO ACHIEVE DESIRED COLD JOINT.

- WALL SHEAR

· NAILING PATTERN DEFINED ALONG WITH LENGTH. SEE NOTE "N" ON SHEET A102.

DETAIL NUMBER

DETAIL TITLE

DRAWING NUMBER ON WHICH DETAIL IS DRAWN

DRAWING NUMBER FROM WHICH DETAIL IS TAKEN

DETAIL NUMBER

DETAIL

DRAWING NUMBER ON WHICH DETAIL IS DRAWN

DRAWING NUMBER FROM WHICH DETAIL IS TAKEN

DETAIL NUMBER

ELEVATION

DRAWING NUMBER ON WHICH DETAIL IS DRAWN

DRAWING NUMBER FROM WHICH DETAIL IS TAKEN

DOOR NUMBER

ROOM NUMBER

SEE SCHEDULES

WINDOW NUMBER

PARTITION TYPE SEE SCHEDULES

COLUMN GRID

LINE

REVISION NUMBER

BRICK/CLAY TILE

C.M.U.

CONCRETE

EARTH

EXISTING CONDITION

GRANULAR FILL

INSULATION

METAL

PLASTER OR GROUT

PLYWOOD

WOOD ROUGH

EXISTING PARTITION TO REMAIN - SEE PLAN NOTES

EXISTING CONSTUCTION TO BE REMOVED - SEE PLAN NOTES FOR PARTIAL OR COMPLETE DEMOLITION

NEW PARTITION - SEE PLAN NOTES

EXISTING DOOR AND FRAME TO REMAIN

EXISTING DOOR AND FRAME TO BE REMOVED

NEW DOOR AND FRAME

MATERIAL DESIGNATION

WOOD FINISH

LEGEND

LAVATORY

POUNDS

LEFT HAND

LEFT HAND REVERSE

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MANHOLE

MANUFACTURER

MASONRY

MATERIAL

MAXIMUM

MECHANICAL

METAL

METER

MILLIMETER

MINIMUM

MISCELLANEOUS

MODIFICATION

MOLDING

MOUNTING

NEW OFFICE BUILDING

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

NUMBER

ON CENTER

OPENING

OUTSIDE DIAMETER

PAINTED

PRESSURE TREATED

PAINTED PLASTER

PAIR

PANELBOARD

PAVEMENT

PLASTIC LAMINATE

PLATE

Plumbing

PLYWOOD

POLYVINYL CHLORIDE

POUNDS PER CUBIC

FOOT

POWER

PRECAST

PROJECT

PROPERTY

PUBLIC ACCESS

CONTROL

QUANTITY

QUARRY TILE

RAISED ACCESS

FLOOR

REFRIGERATOR

REINFORCING

RELOCATE

REQUIRED

RIGHT HAND

RIGHT HAND REVERSE

RADIUS

REFERENCE

ROOF DRAIN

ROOM

ROUGH OPENING

SCHEDULE

SECTION

SERVICE

SERVICE SINK

SHEET

SIMILAR

SOLID CORE WOOD

SPECIFICATION

SQUARE

SQUARE FOOT

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

TELEPHONE

TELEVISION

THICK

THRESHOLD

THROUGH

TREAD

TREATED

TYPICAL

URINAL

UNLESS OTHERWISE STATED

VERTICAL

VINYL TILE

VENT THROUGH ROOF

VOLTAGE, VOLTS

WATER CLOSET

WATERPROOFING

WELDED WIRE FABRIC

WITH

WITHOUT

WOODWD.

W/O W/ W.W.F.

W.P.

W.C.

V.T.R.

V.T.

VERT.

UOS.

UR.

TYP.

TRT.

THRU.

THRES.

THK.

T.V.

TEL.

SUSP.

STRUCT.

STL.

STOR.

STD.

S.STL.

S.F.

SQ.

SPEC.

SCWD.

SIM.

SHT.

SSK.

SER.

SEC.

SCHED.

R.O.

RM.

R.D.

REF.

R.H.R.

R.H.

REQD.

RELOC.

REINF.

REFR.

R.A.F.

Q.T.

QTY.

P.A.C.

PROP.

PROJ.

PC.

PWR.

P.S.I.

P.C.F.

PVC.

PLYWD.

PLUMB.

PL.

P.LAM.

PVMT.

PNL

PR.

P.P.

N.T.S.

N.I.C.

PTD.

O.D.

OPNG.

O.C.

NO.,#

N/A N.O.B.

MTG.

MLD.

MOD.

MISC.

MIN.

MM.

MET.

MECH.

MAX.

MAT.

MAS.

MFG.

MH.

L.L.V.

L.L.H.

L.H.R.

LBS.

L.H.

LAV.

POUNDS PER SQUARE

INCH

ARCHITECTURAL DRAWING LIST

SHEET DRAWING TITLE

1 A0.01 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

2 A101 DEMOLITION PLAN

3 A102 NEW CONSTRUCTION

4 A103 BUILDING ELEVATIONS AND SECTIONS

5 A104 ROOF DEMOLITION AND NEW CONSTRUCTION

6 A105 WALL SECTIONS

7 A401 DOOR AND FINISH SCHEDULE AND DETAILS

ABV. ABOVE

A.D.A AMERICAN DISABILITY ACT

A.F.F. ABOVE FINISHED FLOOR

ACOUST. ACOUSTICAL

ADJ. ADJACENT

A/C AIR CONDITIONING

ALUM. ALUMINUM

A.,AMP. AMPERE

APROX. APPROXIMATE

ARCH. ARCHITECTURAL

AUTO. AUTOMATIC

BSMT. BASEMENT

BM. BEAM

BRG. BEARING

BTWN. BETWEEN

B.O.M. BILL OF MATERIALS

BLKG. BLOCKING

BTM. BOTTOM

B.T.U. BRITISH THERMAL UNIT

BLDG. BUILDING

CAB. CABINET

CAP. CAPACITY

C.I. CAST IRON

C.L. CENTER LINE

CLG. CEILING

CM. CENTIMETER

CER. CERAMIC

C.O. CLEAN OUT

CCTV. CLOSED CIRCUIT TELEVISION

CL. CLOSET

COL. COLUMN

C.A.C. COMPOUND ACCESS CONTROL

CONC. CONCRETE

C.M.U. CONCRETE MASONRY UNIT

C.D. CONDENSATE UNIT

C.COND. CONDUIT

CONSTR. CONSTRUCTION

CONT. CONTINUATION,CONTINUOUS

DEG. DEGREE

DEPT DEPARTMENT

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

DWL. DOWEL

DN DOWN

D.S. DOWN SPOUT

D. DRAIN

DWG. DRAWING

D.F. DRINKING FOUNTAIN

D.W. DUMB WAITER

EA. EACH

ELEC. ELECTRICAL

E.P. ELECTRICAL PANEL

ELEV. ELEVATION

EMER. EMERGENCY

EQ. EQUAL

EQUIP. EQUIPMENT

ETC. ETCETERA

EXIST EXISTING

E.O.B. EXISTING OFFICE BUILDING

EXPAN. EXPANSION

E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM

EXTIN. EXTINGUISHER

FT. FEET, FOOT

FIN. FINISH

F.D. FIRE DAMPER

F.L.D. FLOOR DRAIN

FLUOR. FLUORESCENT

FTG. FOOTING

GAL. GALLON

GALV. GALVANIZED

GA. GAUGE

GEN. GENERATOR

GOV'T.. GOVERNMENT

G.F.E. GOVERNMENT FURNISHED EQUIPMENT

GVL. GRAVEL

GD. GROUND

GYP. BD. GYPSUM BOARD DRYWALL

HDWE. HARDWARE

HT. HEIGHT

HCWD. HOLLOW CORE WOOD

H.M. HOLLOW METAL

HOR. HORIZONTAL

IN. INCHES

INCIN. INCINERATOR

I.D. INSIDE DIAMETER

INSUL. INSULATION

I.O.B. INTERIM OFFICE BUILDING

INT. INTERIOR

INV. INVERT

J.C. JANITOR'S CLOSET

JT JOINT

K.W. KILOWATTS

KIT. KITCHEN

LAM. LAMINATE

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SETTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text 03/11/2022

AutoCAD SHX Text

95%%% SUBMISSION

AutoCAD SHX Text

SHS

AutoCAD SHX Text

USDA CONTRACT: #AG-32SD-C-15-0066 ORDER#12305B20F0193

AutoCAD SHX Text

USDA HEADHOUSE # 2 RENOVATION

AutoCAD SHX Text

ORIGINAL DRAWING SIZE IS 30" X 42", SCALE ENTITIES ACCORDINGLY IF REDUCED.

AutoCAD SHX Text

CHATSWORTH NJ

AutoCAD SHX Text

TASK 1, PHASE 2

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

RUTGERS UNIVERSITY

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

FINAL

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text W1

AutoCAD SHX Text A9

AutoCAD SHX Text A8

AutoCAD SHX Text

AutoCAD SHX Text A5

AutoCAD SHX Text A6

AutoCAD SHX Text

AutoCAD SHX Text A2

AutoCAD SHX Text A3

AutoCAD SHX Text

AutoCAD SHX Text X

1.1.

1. 1. 1. 1.

6. 6. 6. 6.

7. 7.

11.

9.9. 12.

11.

13.

15.

16.

15.15.

'-7

17'-6"

5' -1

5' -9

30'-1"

'-3

17'-4"

'-7

5' -8

5' -1

6 666

18.

17.

13.

14.

GREENHOUSE # 7 GREENHOUSE # 6

POTTING SHED

CORRIDOR CORRIDOR

DIRTY ROOMCLEAN ROOM

TANK ON

CONC.PAD

EXIST.TO

REMAIN

BENCH

ELECTRICAL EQUIPMENT

EXISTING TO REMAIN

GENERATOR EXISTING

TO REMAIN

14.

10.

13.

10.

14.

13.

11. 11.

11.

18.

11.

19. 19.

11.11.

7'-1"

'-0

7'-1"

'-0

7'-1"

'-0

7'-1"

'-0

4'-2"

7'-10"

'-2

FRAME

SHED

FRAME

SHED

FRAME

SHED

GREENHOUSE # 7 GREENHOUSE # 6

GEN

TANK ON

CONC.PAD

1/4" = 1'-0"

Plotted By: BENJAMIN MONTALBANO Plot Date: 5/31/2022 4:01:05 PM Saved By: BENJAMIN.MONTALBANO File: O:\2020\SAG20056.13\10-SAG20056.13_Arch\15- Ph 2 CAD\A-101 headhouse Phase 2 (Task 1)demolition plan.dwg Save Date: 05/27/2022 01:40 PM

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

PROJECT NUMBER:

SAG20056.13

TRUE

NORTH

PLAN

NORTH

03 22

A101

DEMOLITION PLAN

EXISTING WORK IS BASED ON AVAILABLE DOCUMENTATION AND SURVEY SPOT

CHECKS. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND

COORDINATE WITH ENGINEER PRIOR TO PROCEEDING WITH WORK.

THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL EQUIPMENT WITHIN THE

PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A

GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS. ANY DISCREPANCIES

OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE COORDINATED WITH

ENGINEER.

CONTRACTOR TO FIELD COORDINATE ALL REMOVAL, STORAGE, AND

DISPOSAL OF EXISTING EQUIPMENT WITH THE FACILITY. EXISTING

BUILT-IN ITEMS TO REMAIN OR SCHEDULED FOR REMOVAL AND

RELOCATION SHALL BE PROTECTED AND REINSTALLED AS SHOWN.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES, SAFETY

REGULATIONS AND THE OWNER'S REQUIREMENTS.

ALL UNUSED, EXISTING DUCT OUTLETS AND OPENINGS SHALL BE CAPPED &

SEALED.

WHERE DUCTWORK, PIPING AND EQUIPMENT ARE REMOVED, EXISTING

CONCRETE INSERTS AND STRUCTURAL ATTACHMENTS MUST ALSO BE

REMOVED.. PATCH EXISTING SURFACE TO MATCH ADJACENT.

CONTRACTOR SHALL SCHEDULE ALL WORK IN ACCORDANCE WITH THE

OWNER'S REQUIREMENTS.

ALL EXISTING CONDITIONS NOT UNDER SCOPE OF WORK SHALL REMAIN AS IS.

1. EXISTING WINDOWS TO BE REMOVED ENTIRELY.

2. REMOVE EXISTING SINK, REMOVE AND REINSTALL EXISTING INCUBATOR.

3. EXISTING PARTITIONS TO BE REMOVED ENTIRELY.

4. DEMOLISH EXISTING DOORS AND FRAMES.

5. REMOVE EXTERIOR FINISH AND INFILL EXISTING FRAMING WITH 2X4 STUDS AT 2'

O.C. WITH TOP PLATE EXTENDED TO NEW ROOF BEARING.

6. REMOVE EXISTING SOIL BINS.

7. DEMOLISH AND REMOVE EXISTING WINDOW AC UNIT. PATCH OPENING AND

REMOVE EXISTING WINDOW UNIT SUPPORT.

8. EXISTING SINK TO REMAIN FOR REUSE.

9. DEMOLISH AND REMOVE EXISTING CEILING AND CEILING SUPPORT FRAMING.

10. REMOVE, SALVAGE AND REINSTALL EXISTING BENCH AND CASEWORK. SEE PLAN

FOR NEW LOCATIONS.

11. REMOVE PARTITION OPENING FOR NEW DOOR AND WINDOW.

12. CUT AND REMOVE EXISTING CABINET ENTIRELY.

13. REMOVE EXISTING EXTERIOR FINISH. LEAVE THE 2X6 WD FRAMING TO SISTER WITH

NEW 2X6 WD STUDS. EXTEND TO TOP PLATE AND NEW ROOF BEARING.

14. REMOVE EXISTING PARTITION FINISH AND PREPARE FOR NEW GWB FINISH.

15. REMOVE EXISTING ROOF FRAMING AND ASPHALT ROOFING ENTIRELY.

16. REMOVE EXISTING SHED ROOF WOOD FRAMING AND CORRUGATED POLY PANELS.

17. REMOVE EXISTING CONCRETE PAD.

18. EXISTING MANHOLE TO REMAIN.

19. HEAVY LINE INDICATES EXCAVATION FOR CONCRETE FOOTING UNDER EXISTING

EDGE OF SLAB.

KEY NOTES

GENERAL NOTES

A SHEET 02 OF 07

SCALE:

HEADHOUSE PHASE 2 (TASK 1) DEMOLITION PLAN

1/4"= 1'-0"

AutoCAD SHX Text

FRAME SHED

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SETTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text 03/11/2022

AutoCAD SHX Text

95%%% SUBMISSION

AutoCAD SHX Text

SHS

AutoCAD SHX Text

USDA CONTRACT: #AG-32SD-C-15-0066 ORDER#12305B20F0193

AutoCAD SHX Text

USDA HEADHOUSE # 2 RENOVATION

AutoCAD SHX Text

ORIGINAL DRAWING SIZE IS 30" X 42", SCALE ENTITIES ACCORDINGLY IF REDUCED.

AutoCAD SHX Text

CHATSWORTH NJ

AutoCAD SHX Text

TASK 1, PHASE 2

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

RUTGERS UNIVERSITY

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

FINAL

AutoCAD SHX Text

A101

7'-1"

'-0

7'-1"

'-0

7'-1"

'-0

7'-1"

'-0

4'-2"

7'-10"

'-2

FRAME

SHED

FRAME

SHED

FRAME

SHED

FRAME

SHED

GREENHOUSE # 7

GEN

TANK ON

CONC.PAD

GREENHOUSE # 6

5'-10" 5'-10"9'-2 1/2"

9'-2 12"

K.K.

30'-1"

11'-4"

17'-1"

4'-8"

30'-1"

8' -9

J.J.J.

J.J.

J. J.

N L. L N

'-2

'-7

7'-1"

'-3

3' -1

17'-4"

'-7

5' -8

5' -1

'-3

3' -1

17'-6"

'-7

5' -1

5' -9

'-7

3'-8" 2'-7"

6 F.

6'-8"10'-10" 6'-9" 10'-7"

A.A.

SLOPE TO GRADE

CONCRETE

SLOPE DOWN

P. P.N N

5'-6"

NEW

CONCRETE

INFILL, 12"

DEEP

CONNECT

TO EXISTING

SLAB WITH

#4 DRILLED

REINFORCEMENT

DOWELS 6"

O.C. E.W.

5'-6"

5'-6" 5'-6"

GREENHOUSE # 7

CORRIDOR

FRAME

SHED

GREENHOUSE # 6

TANK ON

CONC.PAD

EXIST.TO

REMAIN

GENERATOR EXISTING

TO REMAIN

ELECTRICAL EQUIPMENT

EXISTING TO REMAIN

CORRIDOR

POTTING SHED

DIRTY ROOM

CLEAN ROOM

ELECTRICAL CLOSET

SINK

INCUBATOR

PUMP

BENCH

DESK

SINK/BENCH

FRIDGE/

FREEZERBENCH

NIC

1/4" = 1'-0"

A. HEAVY DOTTED LINE INDICATES NEW FOOTING ON (FRONT)

AND (BACK) WALL.

NEW 60"X66"x6" CONCRETE STOOP.

VERTICAL METAL PANEL ON OSB SHEATHING ON 2X6 WOOD

STUDS SISTERED WITH EXISTING FRAMING.

HOUSE WRAP ALL AROUND.(R19) INSULATION AND 1/2"

GYPSUM BOARD INTERIOR FINISH PAINTED.

OIL FURNACE ETR HERE.

NOT USED.

NEW 48"X84"X1 3/4" HOLLOW METAL DOOR AND FRAME WITH

MINIMUM 2-2X10 HEADER.

NEW 36"X80"X1 3/4" HOLLOW METAL DOOR AND FRAME WITH

MINIMUM 2-2X10 HEADER.

NEW INSULATED 8'-0"X8'-0" OVERHEAD SECTIONAL DOOR

WITH MINIMUM 2-2X10 HEADER.

INSTALL RESILIENT FLOORING AND GWB SUSPENDED

CEILING PAINTED.

INSTALL ALL WALLS AND CEILING WITH 1/2" GYPSUM BOARD

INTERIOR FINISH. CONCRETE FLOOR EPOXY PAINTED

EXCEPT CLEAN ROOM FLOOR TO BE SEAMLESS RESILIENT.

NEW 48"X24" CASEMENT WINDOWS.

WALL EXTERIOR TYPICAL:

· 2X6 WOOD FRAME WALL WITH STUDS @ 16"O.C.

· 2X6 DOUBLE TOP PLATE.

· 2X6 SINGLE BOTTOM/SILL PLATE. (PT)

· 15/32"MIN.CDX EXT PLYWOOD 8d NAIL U.O.S.

· 4" O.C. EDGE & 8" O.C. FIELD.

· HOUSE RAP AND R15 BATT INSULATION.

VERTICAL METAL PANEL ON 1/2" OSB SHEATHING ON 2X4

WOOD STUDS FRAMING

HOUSE WRAP ALL AROUND.(R15) BATT INSULATION AND 1/2"

GYPSUM BOARD INTERIOR FINISH PAINTED

WALL EXTERIOR, SHEAR:4' LONG EA SIDE OF EXTERIOR

CORNERS

· 6" NOMINAL WIDTH AS SHOWN.

· 2X6 WOOD FRAMED WALL WITH STUDS @ 16"O.C, 2X6

DOUBLE TOP PLATE.

· 2X6 SINGLE BOTTOM/SILL PLATE.

· 15/32" MIN CDX EXT.PLYWOOD 8d NAIL U.O.S.

· 3" O.C EDGE & 6: O.C. FIELD.

· HOUSE RAP AND R15 BATT INSULATION.

EXISTING LANDSCAPING MANHOLE TO REMAIN.

#5 REBAR EPOXY INTO FOUNDATION WALL WITH MINIMUM 6"

EMBEDMENT, 12" O.C.

6'-8"X3' WOOD HINGED ACCESS DOOR.

13/4" THICK IN ROUGH WOOD FRAME.

TWO 2'X6'-8" DOUBLE HOLLOW METAL DOOR AND FRAME

Plotted By: BENJAMIN MONTALBANO Plot Date: 5/31/2022 4:01:11 PM Saved By: BENJAMIN.MONTALBANO File: O:\2020\SAG20056.13\10-SAG20056.13_Arch\15- Ph 2 CAD\A-102 Headhouse Phase 2(Task 1)newe construction.dwg Save Date: 05/27/2022 01:39 PM

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

PROJECT NUMBER:

SAG20056.13

TRUE

NORTH

PLAN

NORTH

A102

NEW CONSTRUCTION

KEY NOTES

04 22

A SHEET 03 OF 07

SCALE:

HEADHOUSE PHASE 2 (TASK 1) NEW CONSTRUCTION

1/4"= 1'-0"

AutoCAD SHX Text A103

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SETTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text 03/11/2022

AutoCAD SHX Text

95%%% SUBMISSION

AutoCAD SHX Text

SHS

AutoCAD SHX Text

USDA CONTRACT: #AG-32SD-C-15-0066 ORDER#12305B20F0193

AutoCAD SHX Text

USDA HEADHOUSE # 2 RENOVATION

AutoCAD SHX Text

ORIGINAL DRAWING SIZE IS 30" X 42", SCALE ENTITIES ACCORDINGLY IF REDUCED.

AutoCAD SHX Text

CHATSWORTH NJ

AutoCAD SHX Text

TASK 1, PHASE 2

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

RUTGERS UNIVERSITY

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

FINAL

AutoCAD SHX Text

A102

TOP EXIST.

CONC. SLAB

30'-1" 10'-6"17'-6"

GREENHOUSE # 6GREENHOUSE # 7

METAL WALL PANELS METAL WALL PANELS METAL WALL PANELS

EXISTING EXISTING

METAL WALL PANELS

STANDING SEAM METAL ROOFRIDGE COVER FLASHING

STANDING SEAM METAL ROOF

GUTTER AND DOWNSPOUTS

NEW WINDOWS AND

DOORS TYPICAL

TOP OF PLATE

TOP EXIST.

CONC. SLAB

34'-8"

9' -1

1 2"

EXISTING

GREENHOUSE # 6

METAL WALL PANELS

RIDGE COVER FLASHING

STANDING SEAM METAL ROOF

METAL GUTTER

STANDING SEAM METAL ROOF

METAL SOFFIT

WITH VENTS

NEW WINDOWS

METAL LOUVER VENT

TOP OF PLATE

POTTING SHEDDIRTY ROOM

TOP EXIST.

CONC. SLAB

TOP OF PLATE

TOP EXIST.

CONC. SLAB

METAL GUTTER

CONC.SLAB

EXISTING

9' -1

7' -0

-3

34'-8"

2' -1

9' -1

1 2"

9' -3

1 2"

3'-8"

METAL SOFFIT WITH

VENTS2'-3"

RIDGE COVER FLASHING

34'-8" SPAN TRUSS

ASYMMETRIC OVERHANG

UPLIFT 1,475 # /TRUSS

(1)SIMPSON MSTA21 TWIST STRAP

PER TRUSS RATED 1,505 #/UPLIFT

(16)0,148"DIAX2.5"NAIL TOTAL

(8)/EACH END OF STRAP

FOOTING ON SOUTH(FRONT) AND NORTH (BACK)

WALL.

EXCAVATE UNDER EXISTING SLAB EDGE BACK TO 7"

OFF CENTERLINE OF NEW EXTERIOR WALLS.

ESTABLISH NEW FOOTING POCKET:16"WIDE X 12" MIN

DEEP.

BOTTOM OF EARTH FORM FLAT TO +/-1/2".

PLACE (2)#5 60 KSI STEEL REBAR 3"ABOVE

OFF FOOTING POCKET.

PLACE 4,000 PSI CONCRETE TO 3" ABOVE

BOTTOM OF EXISTING SLAB EXTERIOR.

VIBRATE CONCRETE AT EVERY 4' ALONG

FOOTING POCKET AFTER CONCRETE PLACED

GOAL IS A SOLID COLD JOINT BETWEEN THE

TOP OF POCKET FOOTING AND THE BOTTOM OF THE

EXISTING SLAB.

7' -0

2" SHEATHING

TITE-LOC CLIP FASTENERS

METAL SOFFIT WITH

VENTS

2" GYPSUM BD

CEILING

R-38 INSULATIONMETAL GUTTER

PROVIDE POWDER ACTUATED

FASTENERS 4' OC.

TOP OF PLATE

TOP EXIST.

CONC. SLAB

34'-8"

9' -1

1 2"

3'-8"

GREENHOUSE # 7

EXISTING

METAL WALL PANELS

RIDGE COVER FLASHING

STANDING SEAM METAL ROOF

METAL GUTTER

METAL SOFFIT WITH

VENTS

METAL LOUVER VENT

NEW WINDOWS

1/4" = 1'-0"

Plotted By: BENJAMIN MONTALBANO Plot Date: 5/31/2022 4:01:18 PM Saved By: BENJAMIN.MONTALBANO File: O:\2020\SAG20056.13\10-SAG20056.13_Arch\15- Ph 2 CAD\A-103.dwg Save Date: 05/20/2022 04:39 PM

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

PROJECT NUMBER:

SAG20056.13

TRUE

NORTH

PLAN

NORTH

A103

BUILDING ELEVATIONS

AND SECTIONS

05 22

A SHEET 04 OF 07

SCALE:

HEADHOUSE BUILDING WEST ELEVATION

1/4"= 1'-0"

SCALE:

HEADHOUSE BUILDING EAST ELEVATION

1/4"= 1'-0"

SCALE:

HEADHOUSE BUILDING SOUTH ELEVATION

1/4"= 1'-0"

SCALE:

HEADHOUSE BUILDING SECTION

1/4"= 1'-0"

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text A105

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SETTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text 03/11/2022

AutoCAD SHX Text

95%%% SUBMISSION

AutoCAD SHX Text

SHS

AutoCAD SHX Text

USDA CONTRACT: #AG-32SD-C-15-0066 ORDER#12305B20F0193

AutoCAD SHX Text

USDA HEADHOUSE # 2 RENOVATION

AutoCAD SHX Text

ORIGINAL DRAWING SIZE IS 30" X 42", SCALE ENTITIES ACCORDINGLY IF REDUCED.

AutoCAD SHX Text

CHATSWORTH NJ

AutoCAD SHX Text

TASK 1, PHASE 2

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

RUTGERS UNIVERSITY

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

FINAL

AutoCAD SHX Text

AutoCAD SHX Text A103

A103

GREENHOUSE # 7

FRAME

SHED

FRAME

SHED

FRAME

SHED

FRAME

SHED

GREENHOUSE # 7

POTTING SHED

CORRIDOR

GEN

TANK ON

CONC.PAD

DIRTY ROOM

CLEAN

ROOM

30'-1"

GREENHOUSE # 6

'-3

17'-4"

'-7

"5' -8

5' -1

'-3

17'-6"

'-7

" 5' -1

5' -9

A105

C. C.

C.C.

SIM

CORRIDOR

GREENHOUSE # 7 GREENHOUSE # 6

FRAME

SHED

FRAME

SHED

FRAME

SHED

FRAME

SHED

GREENHOUSE # 7 GREENHOUSE # 6

POTTING SHEDCORRIDOR CORRIDOR

GEN

TANK ON

CONC.PAD

DIRTY ROOM

CLEAN ROOM

'-7

17'-6"

5' -1

5' -9

30'-1"

'-3

17'-4"

'-7

"5' -8

5' -1

1. 1.

1.1.

3.3.

3. 3.

2. 2.

4. CORRIDOR

GREENHOUSE # 7

POTTING SHED

CORRIDOR

DIRTY ROOM

CLEAN ROOM

30'-1"

GREENHOUSE # 6

'-3

17'-4"

'-7

"5' -8

5' -1

'-3

17'-6"

'-7

" 5' -1

5' -9

6' -2

A.A.

TYPICAL LIGHTS,

SEE ELECTRICAL

1/8" = 1'-0"

1. REMOVE EXISTING ROOF FRAMING AND ASPHALT ROOFING ENTIRELY.

REMOVE EXISTING SHED ROOF FRAMING AND ASPHALT ROOFING ENTIRELY.2.

REMOVE EXISTING SHED METAL GUTTER AND DOWNSPOUTS ENTIRELY.3.

REMOVE EXISTING ROOF PARAPET, MODIFIED BITUMEN ROOF SYSTEM ENTIRELY.4.

DEMOLISH AND REMOVE EXISTING ROOF VENTS.

TYPICAL ROOF CONSTRUCTION

METAL ROOFING PANELS 15 # FELT

ON 1/2" PLYWOOD SHEATHING W/CLIPS

ON PREENGINERED ROOF TRUSSES

@ 24'O.C. SEE SECTIONS.

R-38 INSULATION

PROVIDE ROOF FLASHING RIDGE VENT AND METAL

SOFFIT WITH VENTS.

PROVIDE METAL GUTTERS AND DOWNSPOUTS.

METAL ROOFING, SHEATHING & INSULATION AS

ABOVE. SEE SECTIONS FOR WOOD FRAMING..

1/2" GWB CEILING PAINTED. (TYPICAL)

Plotted By: BENJAMIN MONTALBANO Plot Date: 5/31/2022 4:01:25 PM Saved By: BENJAMIN.MONTALBANO File: O:\2020\SAG20056.13\10-SAG20056.13_Arch\15- Ph 2 CAD\A-104.dwg Save Date: 05/25/2022 02:05 PM

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

PROJECT NUMBER:

SAG20056.13

TRUE

NORTH

PLAN

NORTH

A104

ROOF DEMOLITION AND

NEW CONSTRUCTION

KEY NOTES

06 22

A SHEET 05 OF 07

SCALE:

HEADHOUSE PHASE 2 (TASK 1) ROOF DEMOLITION

1/8"= 1'-0"

SCALE:

HEADHOUSE PHASE 2 (TASK 1) ROOF NEW CONSTRUCTION

1/8"= 1'-0"

SCALE:

HEADHOUSE PHASE 2 (TASK 1) REFLECTED CLG.PLAN

1/8"= 1'-0"

B. 4'x2' ATTIC ACCESS DOOR. SEE SPECIFICATIONS.

AutoCAD SHX Text A105

AutoCAD SHX Text

AutoCAD SHX Text A105

AutoCAD SHX Text

AutoCAD SHX Text A105

AutoCAD SHX Text

AutoCAD SHX Text A105

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SETTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text 03/11/2022

AutoCAD SHX Text

95%%% SUBMISSION

AutoCAD SHX Text

SHS

AutoCAD SHX Text

USDA CONTRACT: #AG-32SD-C-15-0066 ORDER#12305B20F0193

AutoCAD SHX Text

USDA HEADHOUSE # 2 RENOVATION

AutoCAD SHX Text

ORIGINAL DRAWING SIZE IS 30" X 42", SCALE ENTITIES ACCORDINGLY IF REDUCED.

AutoCAD SHX Text

CHATSWORTH NJ

AutoCAD SHX Text

TASK 1, PHASE 2

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

RUTGERS UNIVERSITY

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

FINAL

AutoCAD SHX Text

AutoCAD SHX Text A104

A104

TOP OF PLATE

TOP EXIST. CONC. SLAB

METAL SOFFIT WITH

VENTS

TYPICAL ROOF CONSTRUCTION

STANDING SEAM METAL ROOF ON 15#

FELT ON 1/2" PLYWOOD SHEATHING WITH

CLIPS ON ROOF TRUSSES @ 24" O.C. SEE

FRAMING PLAN .R-38 INSULATION

7' -0

-1

9' -1

1 2"

MASONRY ANCHORS

AS REQUIRED

THRESHOLD SET IN CONTINUOUS

SEALANT BED; MUST BRIDGE

THERMAL BREAK IN SLAB

THERMAL BREAK IN SLAB BETW

INTERIOR AND EXTERIOR; FILL

WITH INSULATION

SCHEDULED DOOR FRAME

EXISTING CONC. SLAB

DOOR HEAD FLASHING

2" GYPSUM

BOARD

TRUSS TYP.

2'-0" O.C

2-2X10

SPF#2

METAL GUTTER

1'-2"

PROVIDE ATTIC INSULATION BAFFLE VENTS

PROVIDE NEOPRENE

CLOSURE AND METAL DRIP

EDGE CONTINUOUS

NEW CONCRETE FOOTER AT

FRONT AND BACK WALLS

TOP OF PLATE

TOP EXIST. CONC. SLAB

RAKE TRIM

5/4X6 WD TRIM

5' -0

-0

7' -0

-1

CLADDING BASE

DRIP FLASH

VERTICAL METAL PANEL ON 12"SHEATHING

ON 2X4 WOOD STUDS SISTERED WITH EXISTING FRAMING

HOUSE WRAP ALL AROUND.(R19) INSULATION AND 12"

GYPSUM BOARD INTERIOR

WINDOW SILL

FLASHING

WINDOW HEAD

FLASHING

METAL SOFFIT WITH VENTS

2-2X10

SPF#2

TYPICAL ROOF CONSTRUCTION

STANDING SEAM METAL ROOF ON 15#

FELT ON 1/2" PLYWOOD SHEATHING WITH

CLIPS ON ROOF TRUSSES @ 24" O.C SEE

FRAMING PLAN .R-38 INSULATION

2' -0

TREATED WD NAILER

METAL GUTTER

PROVIDE NEOPRENE CLOSURE AND

METAL DRIP EDGE CONTINUOUS

VERTICAL METAL PANEL ON 12"SHEATHING

ON 2X4 WOOD STUDS SISTERED WITH EXISTING FRAMING

HOUSE WRAP ALL AROUND.(R15) INSULATION AND 12"

GYPSUM BOARD INTERIOR.

15# ASPHALT FELT OVER 1/2" PLYWOOD OR OSB DECK

TREATED WOOD NAILER. PROVIDE VENT HOLES UNDER DRIP EDGE.

METAL CAP FLASHING AND DRIP EDGE

TOP EXIST. CONC. SLAB

TOP OF PLATE

CORRIDOR

8' -0

1 2"

TOP OF PLATE

TOP EXIST.

CONC. SLAB

RIDGE COVER FLASHING

STANDING SEAM METAL ROOF

2-2X10

SPF#2

OUTLINE OF FOOTING OR

FOUNDATION BELOW GRADE (TYP.)

6'-8"X3' WOOD

HINGED ACCESS

DOOR BEYOND

METAL LOUVER

1/2" GWB CEILING

ON 2 X 4 CEILING

JOISTS AT 24" O.C.

R38 BATT INSULATION

POWDER ACTUATED FASTENERS AT 2' O.C.

TYPICAL WITH 1 1/2" MINIMUM PENETRATION INTO

CONCRETE, ALL EXTERIOR WALLS

2X6 ROOF DECK

JOISTS AT 24" O.C.

PROVIDE WALL FLASHING AT ALL INTERSECTIONS

5/4 X 6 WOOD TRIM FACIA

POTTING SHED

TOP EXIST. INTERIOR CONC. SLAB

TOP OF PLATE

EXISTING CONCRETE

SLAB

2" GYPSUM

BOARD

TRUSS TYP.

2'-0" O.C

7' -0

-3

9' -3

1'-2"

2'-3"

2' -0

TYPICAL ROOF CONSTRUCTION

STANDING SEAM METAL ROOF ON 15# FELT

ON 1/2" PLYWOOD SHEATHING WITH CLIPS

ON SCISSORS ROOF TRUSSES @ 24" O.C.

SEE FRAMING PLAN .R-38 INSULATION

METAL SOFFIT WITH

VENTS

WINDOW HEAD FLASHING

METAL GUTTER

2-2X10

SPF#2

WINDOW SILL FLASHING

PROVIDE ATTIC INSULATION BAFFLE VENTS

SECURE FIRST WALL BOTTOM

PLATE TO CONCRETE WITH

POWDER ACTUATED FASTENERS

AT 2' O.C. 1 1/2" PENETRATION

TYPICAL

NEW CONCRETE FOOTER AT

FRONT AND BACK WALLS

EXISTING GRADE

1. ALL CEILING SHALL BE AT 9'-1" UNLESS OTHERWISE NOTED.

2. BASIS OF DESIGN FOR THE WINDOWS AS MANUFACTURED

BY OR SIMILAR

Plotted By: BENJAMIN MONTALBANO Plot Date: 5/31/2022 4:01:31 PM Saved By: BENJAMIN.MONTALBANO File: O:\2020\SAG20056.13\10-SAG20056.13_Arch\15- Ph 2 CAD\A-105.dwg Save Date: 05/24/2022 08:54 AM

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

PROJECT NUMBER:

SAG20056.13

TRUE

NORTH

PLAN

NORTH

A105

WALL SECTIONS

GENERAL NOTES

07 22

A SHEET 06 OF 07

SCALE:

EXTERIOR WALL SECTION

3/4"= 1'-0"

1 SCALE:

EXTERIOR WALL SECTION

3/4"= 1'-0"

SCALE:

EXTERIOR WALL SECTION

3/4"= 1'-0"

SCALE:

EXTERIOR WALL SECTION

3/4"= 1'-0"

AutoCAD SHX Text

CONC.SLAB

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text POWDER ACTUATED FASTENERS AT 2' O.C. TYPICAL WITH 1 1/2" MINIMUM PENETRATION INTO CONCRETE, ALL EXTERIOR WALLS

AutoCAD SHX Text Scale: 3/4"=1'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SETTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text 03/11/2022

AutoCAD SHX Text

95%%% SUBMISSION

AutoCAD SHX Text

SHS

AutoCAD SHX Text

USDA CONTRACT: #AG-32SD-C-15-0066 ORDER#12305B20F0193

AutoCAD SHX Text

USDA HEADHOUSE # 2 RENOVATION

AutoCAD SHX Text

ORIGINAL DRAWING SIZE IS 30" X 42", SCALE ENTITIES ACCORDINGLY IF REDUCED.

AutoCAD SHX Text

CHATSWORTH NJ

AutoCAD SHX Text

TASK 1, PHASE 2

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

RUTGERS UNIVERSITY

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

FINAL

AutoCAD SHX Text

AutoCAD SHX Text A105

A105

4'-0"

7' -0

'-3

FLUSH HM

F BA

8" -4

'-1

FLUSH HM

3'-0"

6' -8

6'-11"

MANUAL SECTIONAL OVERHEAD

DOOR

17'-5"

INSULATED GLASS VIEWPORTS

3'-0"

6' -8

TOP OF FRAME

STEEL FRAME

3'-0"

6' -8

4'-2" 4'-2"

FLUSH WOOD

FLUSH HM

2" FACE TYPICAL

HOLLOW METAL

'-1

6'-3"

5/4" WOOD DOOR FRAME

3/4" STOPS

'-3

2" FACE

TYPICAL

HOLLOW METAL

1 15/16"

5/ 8"

1 15/16"

VARIES

SCHEDULED EXTERIOR

WALL

1/2"

HOLLOW METAL FRAME

SCHEDULED DOOR

2-2X10 SPF # 2

GWB

EXTERIOR SHEATING

METAL WALL PANEL

METAL FLASHING

AND DRIP EDGE TRIM

CONTINUOUS SEALANT

ALL AROUND FRAME

2X6 WOOD STUDS

HOLLOW METAL FRAME

SCHEDULED DOOR

SCHEDULED PARTITION

/1 6"

1/ 2"

5/8"

FACE OF PERPENDICULAR

PARTITION WHERE OCCURS

/1 6"

2 1/2" 2"

BRUSHED ALUMINIUM SADDLE

THRESHOLD

DOOR 100 ONLY

SCHEDULED DOOR

SCHEDULED FLOOR

RESILIENT FLOOR ON CONC. ROOM

100 ONLY

1 15/16"

HOLLOW METAL FRAME BEYOND

1 15/16"

VARIES

CONCRETE SLAB

SCHEDULED PARTITION

2 1/2"

1 3/4" WOOD DOOR

2-2X10 SPF # 2

PANEL RIB METAL WALL

FLASHING AND DRIP TRIM

1/2"

1/2" WOOD TRIM

5/4" FRAME AND 3/4"

WOOD STOP

SCHEDULED PARTITION

/1 6"

SCHEDULED DOOR

2X6 WOOD STUDS

5/8" 2"

PANEL RIB METAL WALL

HOLLOW METAL FRAME

CONTINUOUS SEALANT

CONC. FLOOR

BRUSHED ALUMINIUM SADDLE

THRESHOLD

SCHEDULED DOOR

HOLLOW METAL FRAME BEYOND

1 15/16" 1 15/16"

VARIES

METAL WALL

PANEL AND EDGE

TRIM BEYOND

SLOPE 1/4"

IN 12"

VARIES

1 15/16"

1/2"

5/ 8"

1 15/16"

VARIES

SCHEDULED PARTITION

1/2"

HOLLOW METAL FRAME

SCHEDULED DOOR

2-2X10 SPF # 2

2X4 WOOD STUDS

5/4" WOOD FRAME

AND TRIM

SEAL CONTINUOUS

SCHEDULED PARTITION

4" D

O O

3/4" WOOD STOP

METAL WALL PANEL &

DOOR FRAME TRIM

FASTEN & SEAL CONTINUOUS

WOOD DOOR

EXTERIOR

SHEATHING

1/2" GWB

BRUSHED ALUMINIUM SADDLE

THRESHOLD 10" WIDE MINIMUM X 36"

LONG

1 3/4" WOOD DOOR

EXISTING CONC. FLOOR

WOOD FRAME BEYOND

5" FRAME AND TRIM

METAL WALL PANEL

AND EDGE TRIM BEYOND

6" MINIMUM

EXTEND EDGE OF CONCRETE SLAB

AND TURN DOWN 20" MINIMUM

DRILL AND CONNECT WITH #4

REINFORCED BARS AT 8" OC

Plotted By: BENJAMIN MONTALBANO Plot Date: 5/31/2022 4:01:38 PM Saved By: BENJAMIN.MONTALBANO File: O:\2020\SAG20056.13\10-SAG20056.13_Arch\15- Ph 2 CAD\A-401.dwg Save Date: 05/25/2022 04:09 PM

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

PROJECT NUMBER:

SAG20056.13

TRUE

NORTH

PLAN

NORTH

A401

DOOR AND FINISH

SCHEDULE AND DETAILS

08 22

A SHEET 07 OF 07

SCALE:

DOOR TYPES

NTS

SCALE:

DOOR FRAME

NTS

SCALE:

DOOR HEAD SECTION DETAIL

NTS

SCALE:

DOOR JAMB SECTION DETAIL

NTS

SCALE:

DOOR SILL SECTION DETAIL

NTS

SCALE:

DOOR HEAD SECTION DETAIL

NTS

SCALE:

DOOR SILL SECTION DETAIL

NTS

SCALE:

DOOR JAMB SECTION DETAIL

NTS

SCALE:

DOOR SILL SECTION DETAIL

NTS

SCALE:

DOOR JAMB SECTION DETAIL

NTS

SCALE:

DOOR HEAD SECTION DETAIL

NTS

DOOR SCHEDULE

DOOR NO. LABEL

DOOR FRAME DETAIL

HARDWARE SET REMARKSSIZE(WxHxT) TYPE MAT. FINISH UNDERCUT MAT. FINISH TYPE HEAD JAMB THRSHD

100 - 3'-0"x 6'-8"x 1 3/4" G HM PT 3/4" HM PT A 9/A401 4/A401 5/A401 CLASSRM INTERIOR DOOR

101 - 4'-0"x 7'-0"x 1 3/4" F HM PT - HM PT B 3/A401 7/A401 8/A401 ENTRY

102 - 3'-0"x 6'-8"x 1 3/4" Q WOOD PT - WOOD PT W 6/A401 10/A401 11/A401 GATE

103 - 4'-0"x 7'-0"x 1 3/4" F HM PT - HM PT B 3/A401 7/A401 8/A401 ENTRY

104 - 3'-0"x 6'-8"x 1 3/4" G HM PT 3/4" HM PT A 9/A401 4/A401 5/A401 ENTRY INTERIOR DOOR

105 - 3'-0"x 6'-8"x 1 3/4" G HM PT 3/4" HM PT A 9/A401 4/A401 5/A401 ENTRY INTERIOR DOOR

106 - 4'-0"x 7'-0"x 1 3/4" F HM PT - HM PT B 3/A401 7/A401 8/A401 ENTRY

107 - 4'-0"x 7'-0"x 1 3/4" F HM PT - HM PT B 3/A401 7/A401 8/A401 ENTRY

108 - 3'-0"x 6'-8"x 1 3/4" Q WOOD PT - WOOD PT W 6/A401 10/A401 11/A401 GATE

109 - 2'-2"x 6'-8"x 1 3/4" R HM PT - HM PT C 9/A401 4/A401 5/A401 STORAGE

NOTES:

1. DOOR AND FRAME COLOR; BEN-MOORE #984 SATIN IMPERVO.

2. SEE DRAWINGS SHEET A101 FOR LOCATION OF DOOR.

ROOM FINISH SCHEDULE

ROOM

NUMBER

ROOM NAME FLOOR BASE WALLS

WALL FINISHES

CEILING

FINISH

CEILING

HEIGHT

SHEET NO.

DETAIL

REMARKS

NORTH SOUTH EAST WEST

100 CLEAN ROOM VTC ON CONC. VCT GYP BD GYP GYP GYP GYP GYP BD PAINT 9'-1" *RESILIENT FLOORING

101 DIRTY ROOM EPOXY PAINT ON CONC. VCT GYP BD GYP GYP GYP GYP GYP BD PAINT 9'-1"

102 POTTING SHED EPOXY PAINT ON CONC. VCT GYP BD GYP GYP GYP GYP GYP BD PAINT 9'-3"

103 CORRIDOR EPOXY PAINT ON CONC. VCT GYP BD GYP GYP GYP GYP GYP BD PAINT 8'-0"

104 CORRIDOR EPOXY PAINT ON CONC. VCT GYP BD GYP GYP GYP GYP GYP BD PAINT 8'-0"

105 ELECTRICAL CLOSET EPOXY PAINT ON CONC. VCT GYP BD GYP GYP GYP GYP GYP BD PAINT 9'-1"

*FLOOR ELEVATION VARIES

AutoCAD SHX Text Scale: 3"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SETTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text 03/11/2022

AutoCAD SHX Text

95%%% SUBMISSION

AutoCAD SHX Text

SHS

AutoCAD SHX Text

USDA CONTRACT: #AG-32SD-C-15-0066 ORDER#12305B20F0193

AutoCAD SHX Text

USDA HEADHOUSE # 2 RENOVATION

AutoCAD SHX Text

ORIGINAL DRAWING SIZE IS 30" X 42", SCALE ENTITIES ACCORDINGLY IF REDUCED.

AutoCAD SHX Text

CHATSWORTH NJ

AutoCAD SHX Text

TASK 1, PHASE 2

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

RUTGERS UNIVERSITY

AutoCAD SHX Text 05/04/2022

AutoCAD SHX Text

100%%% SUBMISSION

AutoCAD SHX Text 05/31/2022

AutoCAD SHX Text

FINAL

AutoCAD SHX Text

AutoCAD SHX Text A401

A401

3:25:50 PM Saved By: BENJAMIN.MONTALBANO File: O:\2020\SAG20056.13\23-SAG20056.13_M\15- Task 1 Ph 2 HH CAD\20056.13_M001.dwg Save Date: 05/24/2022 12:08 PM

3040 WILLIAMS DRIVE, SUITE 600

FAIRFAX, VIRGINIA 22031

P: 703-691-2115 www. .com

PROJECT NUMBER:

SAG20056.13

TRUE

NORTH

PLAN

NORTH

M001

GENERAL NOTES SYMBOLS ABBREVIATIONS

GENERAL NOTES,

SYMBOLS AND

ABBREVIATIONS

1. NOTICE TO BIDDERS, CONTRACTORS, & (SUB)CONTRACTORS

1.1 NOTES ON MECHANICAL COVER SHEET DRAWING ARE BASIC OUTLINE OF MORE COMPLETE DRAWINGS AND SPECIFICATION. CONTRACTOR SHALL INITIATE A PRE BID REQUEST FOR INFORMATION (RFI) TO ENGINEER OF RECORD, IF ANY CONFLICTS ARE FOUND BETWEEN DRAWINGS

AND SPECIFICATIONS PRIOR TO SUBMITTING THE BID TO GENERAL CONTRACTOR/OWNER.

1.2 THE MECHANICAL PORTION OF THE CONTRACT DOCUMENTS FOR THIS PROJECT ARE ONLY A PORTION OF A LARGER AND MORE COMPLETE SET OF DOCUMENTS DESCRIBING ALL OF THE WORK REQUIRED TO PROVIDE A COMPLETE PROJECT. THERE ARE ITEMS SHOWN ON EACH OF THE CONTRACT DOCUMENTS WHICH HAVE AN IMPACT ON THE QUANTITY OF MATERIALS AND THE AMOUNT OF LABOR TO BE PROVIDED BY THE DIVISION 23 (SUB)CONTRACTOR. THE DIVISION 23 (SUB)CONTRACTOR SHALL PERFORM CAREFUL COORDINATION WITH EACH OF THE CONTRACT DOCUMENTS AS REQUIRED TO PROVIDE AN ACCURATE BID AND TO SUBSEQUENTLY PROVIDE ALL OF THE MATERIALS AND LABOR NECESSARY FOR COMPLETE CONFORMANCE TO THE ENTIRE SET OF CONTRACT DOCUMENTS. FAILURE OF THE (SUB)CONTRACTORS TO COORDINATE WITH ALL OF THE CONSTRUCTION DOCUMENTS, BY VIRTUE OF THIS NOTICE, SHALL NOT RELEASE THE GENERAL CONTRACTOR, THE DIVISION 23 MECHANICAL (SUB)CONTRACTOR OR THE DIVISION 26 ELECTRICAL (SUB)CONTRACTOR FROM THE OBLIGATIONS OF PROVIDING ALL OF THE MATERIALS AND LABOR NECESSARY TO COMPLETE THE REQUIREMENTS OF WORK INDICATED ON

THE COMPLETE SET OF THE CONTRACT DOCUMENTS.

2. GENERAL:

2.1 THE MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES AND APPLICABLE JURISDICTIONAL BODIES AS LISTED

IN "CODES AND STANDARDS" BELOW.

2.2 THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY FOR ALL PERMITS, FEES, CHARGES AND INSPECTION REQUIRED, AS WELL AS APPLICABLE HAULING, RIGGING AND TRANSPORTATION CHARGES APPLICABLE TO HIS WORK.

2.3 THE PROJECT SHALL BE BID ON THE BASIS OF SPECIFIED PRODUCT(S) WHICH ESTABLISH MINIMUM QUALITY REQUIREMENTS. WHERE MORE THAN ONE PRODUCT NAME IS INDICATED, BIDS SHALL BE BASED ON ONE OF THE NAMED PRODUCTS.

2.4 WHERE USE OF A PRODUCT REQUIRES CHANGES TO THE BASE BID DESIGN IN ORDER TO INCORPORATE THE PRODUCT INTO THE PROJECT, THE CONTRACTOR SHALL SUBMIT A LAYOUT SHOWING ALL CHANGES TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, PLUMBING AND MECHANICAL REQUIREMENTS. CHANGES DUE TO USE OF ""ACCEPTABLE EQUAL"" PRODUCTS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER AND THE COST OF CHANGES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE LAYOUT SHALL ACCOMPANY THE

PRODUCT SUBMITTAL DATA.

2.5 SUBSTITUTIONS FOR "ACCEPTABLE EQUAL" PRODUCTS NOT SPECIFIED WILL BE CONSIDERED WHEN INCLUDED WITH SUBMISSION OF THE BID AND SHALL BE SUBJECT TO ACCEPTANCE BY THE OWNER/ARCHITECT/ENGINEER. PROPOSALS FOR SUBSTITUTIONS SHALL INCLUDE, BUT NOT BE LIMITED TO: (1) ANY ADDED CREDIT OR COST. (2) PRODUCT IDENTIFICATION. (3) CODE COMPLIANCE. (4) REFERENCED STANDARD COMPLIANCE. (5) DESCRIPTION OF ALL CHANGES INCLUDING ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL REQUIRED TO INCORPORATE SUBSTITUTED PRODUCT INTO THE PROJECT. THE OWNER RESERVES THE RIGHT TO REJECT PROPOSED SUBSTITUTIONS.

2.6 WHERE "OR EQUAL" PRODUCTS ARE INDICATED, THE BIDDER SHALL SUBMIT A LIST OF PROPOSED EQUAL SUBSTITUTE PRODUCTS WITH THE BID. THE LIST SHALL INCLUDE ADEQUATE SUPPORTING INFORMATION AS PROOF OF EQUALITY IN ORDER TO BE CONSIDERED ACCEPTABLE.

NO LATER SUBSTITUTES WILL BE CONSIDERED.

2.7 SUBSTITUTIONS SHALL PROVIDE THE SAME WARRANTY AS SPECIFIED FOR BASE BID PRODUCTS.

2.8 THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS FOR POINTS OF CONNECTIONS, CAPACITIES, AND ELEVATIONS OF SYSTEMS. IN ALL

AREAS AFFECTED BY THE PROJECT, CUT, PATCH, REPAIR, AND/OR REPLACE ALL MATERIALS DAMAGED AS A RESULT OF WORK. ALL REPAIRED FINISHES SHALL MATCH APPROPRIATE ADJACENT FINISHES. FILL VOIDS AROUND DUCTWORK PENETRATING WALLS WITH FIRE STOPPING

MATERIAL (THERMA-FIBER OR EQUAL).

2.9 THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF WORK INCLUDED IN THE PROJECT. DO NOT SCALE THE DRAWING. HE CONTRACTOR SHALL ESTABLISH FINAL DIMENSIONS FROM FIELD MEASUREMENTS PRIOR TO STARTING WORK. THE WORD

"PROVIDE" AS USED IN THE PROJECT SHALL BE DEFINED AS "FURNISH AND INSTALL."

2.10 PROJECT PREMISES SHALL BE THOROUGHLY CLEANED AND READY FOR OCCUPANCY, INCLUDING ALL FINISHES OF EQUIPMENT PROVIDED AS PART OF THE CONTRACTOR'S WORK. PROVIDE ONE NEW SET OF CLEAN AIR FILTERS FOR PROJECT CLOSEOUT.

2.11 PROVIDE ALL NECESSARY FOUNDATIONS, SUPPORTS, PADS AND BASES AS REQUIRED FROMMECHANICAL EQUIPMENT, PIPING, AND DUCTWORK AS PER DC BUILDING AND MECHANICAL INSTALL EQUIPMENT, PIPING, AND DUCTWORK SO AS TO BE FREE FROM OBJECTIONABLE NOISE AND VIBRATIONS. CONTRACTOR SHALL COORDINATE WORK WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS

PRIOR TO ACTUAL WORK.

2.12 ALL INSULATION EXPOSED TO OUTDOOR WEATHER CONDITION SHALL BE PROVIDED WITH WEATHER PROOF JACKETING (SEE COMPONENT (DUCT/PIPING/ EQUIPMENT) INSULATION SPECS) SUITABLE FOR OUTDOOR SERVICE AND IN ACCORDANCE WITH ASHRAE 90.1-2010/IECC-2012

3. EQUIPMENT:

3.1 ALL MECHANICAL EQUIPMENT SHOWN ON CONTRACT DOCUMENTS SHALL BE NEW, AND SHALL BE PROVIDED BY THE MECHANICAL

CONTRACTOR UNLESS OTHERWISE NOTED.

3.2 MECHANICAL EQUIPMENT AND PRODUCTS SHALL BE LISTED AND/OR LABELED BY AN APPROVED TESTING OR INSPECTION AGENCY IN

ACCORDANCE WITH LOCAL AND GOVERNING CODE REQUIREMENTS.

3.3 EQUIPMENT AND PRODUCT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR INSTALLATION AND OPERATION SHALL BE FOLLOWED IN PERFORMING MECHANICAL WORK,UNLESS OTHERWISE INDICATED OR DIRECTED. MATERIALS AND METHODS USED IN THE WORK SHALL BE COMPATIBLE WITH BUILDING CONDITIONS AND COMPLY WITH THE BUILDING CODE REQUIREMENTS, WHICH SHALL BE THE BASIS FOR MINIMUM PRODUCT QUALITY. ALL WORK SHALL BE PERFORMED IN A NEAT AND WORKMANLIKE MANNER BY SKILLED WORKMEN EXPERIENCED IN THEIR TRADE. THE WORK SHALL BE SUBJECT TO THE ACCEPTANCE OF THE OWNER OR THE DULY AUTHORIZED

REPRESENTATIVE.

4. DUCTWORK:

4.1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY DUCTWORK DROPS, RISES OR TRANSITIONS REQUIRED FOR DUCT

ROUTING IN THE CEILING PLENUM.

4.2 DUCTWORK SHALL BE FABRICATED WITH THE MATERIAL AS SPECIFIED IN THE 'DUCT WORK' SPECIFICATION,CONSTRUCTION AND INSTALLATION IN ACCORDANCE WITH SMACNA STANDARDS AND SYSTEM REQUIREMENTS. SHEET METAL GAUGES SHALL CONFORM TO THE INTERNATIONAL MECHANICAL CODE (IMC), ASHRAE STANDARDS, UL AND SMACNA LISTED FIRE RESISTANCE DIRECTORY REQUIREMENTS AS APPLICABLE. DUCTWORK SIZES SHOWN ARE NET CLEAR INSIDE DIMENSIONS. FABRICATE SHEET METAL FOR INTERNALLY LINED DUCTS TO ALLOW FOR THICKNESS OF INSULATION AND MAINTAIN NET CLEAR DIMENSIONS. CONTRACTOR SHALL VERIFY ACTUAL AVAILABLE DUCT SPACE PRIOR TO FABRICATION AND INSTALLATION OF DUCTWORK. SHOULD A CONFLICT OCCUR THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER BEFORE CONTINUING. ALL RECTANGULAR DUCTWORK ELBOWS 30° OR GREATER SHALL BE PROVIDED WITH

DOUBLE RADIUS TURNING VANES.

4.3 ALL DUCTWORK SHALL BE FABRICATED FROM FIELD CONFIRMED CONDITIONS. NO ALLOWANCE PERMITTED FOR DUCTWORK NOT USED.

FLEX DUCTS SHALL BE A MAXIMUM OF 6 FEET IN LENGTH AND ALL FLEX DUCT TO BE EXTERNALLY INSULATED ONLY.

4.4 ALL NECESSARY ALLOWANCES AND PROVISIONS SHALL BE MADE BY CONTRACTOR FOR BEAMS, COLUMNS OR OTHER OBSTRUCTIONS OF THE BUILDING OR THE WORK OF OTHER CONTRACTORS, WHETHER OR NOT SAME IS INDICATED. WHERE NECESSARY TO AVOID OBSTRUCTIONS, THE DUCTS SHALL BE TRANSFORMED, DIVIDED, OFFSET, RAISED OR LOWERED WITH THE REQUIRED FREE AREA BEING

MAINTAINED IN ACCORDANCE WITH SMACNA STANDARDS.

4.5 PROVIDE FIRE DAMPERS IN HVAC AIR DISTRIBUTION SYSTEMS THAT PENETRATE FIRE RATED ASSEMBLIES IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODES (IBC), INTERNATIONAL MECHANICAL CODES (IMC) & 12E FIRE DAMPERS SHALL BE TYPE B IN ALL SUPPLY/RETURN/EXHAUST/OUTSIDE AIR DUCTS THAT PENETRATE RATED ASSEMBLIES IN ADDITION TO ALL SECONDARY FIRE DAMPERS FOR CEILING/WALL AND FLOOR MOUNTED AIR DEVICES. COORDINATE SPECIFIC FIRE RESISTIVE CONSTRUCTION REQUIREMENTS WITH THE FIRE RATED ASSEMBLIES INDICATED ON ARCHITECTURAL DRAWINGS. THROUGH PENETRATIONS FIRESTOP SYSTEMS SHALL CONFORM TO UL LISTED FIRE RESISTANCE DIRECTORY OR OTHER METHODS ACCEPTABLE TO LOCAL GOVERNING CODE AUTHORITIES

4.6 PROVIDE ACCESS DOORS IN DUCTWORK TO PROVIDE ACCESS FOR ALL SMOKE DETECTORS, FIRE DAMPERS, SMOKE DAMPERS, VOLUME DAMPERS, MOTORIZED DAMPER, DUCT HEATERS, COILS, AND OTHER ITEMS LOCATED IN THE DUCTWORK WHICH REQUIRE SERVICE AND/ OR

INSPECTION.LABEL ACCESS WITH 1/2" LETTERING.

4.7 EXTERIOR LOUVERS ARE INDICATED FOR INFORMATION ONLY. LOUVER SIZES, LOCATIONS, AND DETAILS SHALL BE PER ARCHITECTURAL DWGS AND SPECIFICATIONS AND SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND OTHER TRADES INVOLVED PRIOR TO

INSTALLATION.

4.8 DUCT SMOKE DETECTORS SHALL BE INSTALLED IN ALL RETURN AIR DISTRIBUTION SYSTEMS WITH A DESIGN CAPACITY OF 2000 CFM OR GREATER IN ACCORDANCE TO THE INTERNATIONAL MECHANICAL CODE SECTION 606 AND NATIONAL FIRE PREVENTION CODE NFPA 72.

4.9 INSULATION: INSULATE ENTIRE SUPPLY AND RETURN AIR DUCTS AND PLENUMS WITH A MINIMUM 'R' INSULATION VALUE AS PER ASHRAE 90.1-2010/IECC-2012 ALONG WITH VAPOUR BARRIER IN ACCORDANCE WITH DC MECHANICAL CODE-604.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 20, 2023.