Newark - Science Park High School Corrective WorkNewark - Science Park High School Corrective WorkCategory: High Schools Project ID #: 1004341517Street Address: 260 Norfolk St. Newark NJ 07103 Staff Estimate Value $950,000.00County: Essex Stage: Biddate SetBid Date: 4/18/2017 , 02:00PMArchitect: USA Architects - New JerseyDocuments Available: Plans, Specs available in InsightLast Update: 4/12/2017 Plans,Specs were Added/Updated

NotesNotes

Scope Renovation of an educational facility in Newark, New Jersey. Completed plans call for the renovationof a educational facility. In addition to attending the mandatory pre-bid conference and mandatorysite visit, all bidders on this project will be required to complete a Project Rating Proposal (PRP) formand submit the completed PRP form by 2:00 PM (local time) on March 23, 2017 to Naimish KathiariNewark - Science Park High School Corrective Work for Smoke Control System Modifications, MEP,and Other Repairs

Notes Bid Date: 04/18/2017 02:00PM Sealed bid proposals will be received by th e New Jersey SchoolsDevelopment Authority If submitting by U.S. Mail: New Jersey Schools Development Authority P.O.Box 991 Trenton, New Jersey 08625-0991 If submitting by Fed Ex, UPS, Courier, Hand Delivery: NewJersey Schools Development Authority 32 East Front Street Trenton, NJ 08625-0991. Any bidproposal received after this date and time will be returned unopened. Mandatory Pre-Bid Meeting:03/17/2017 11:00AM A Mandatory pre-bid conference will be held at Science Park High School 260Norfolk Street Newark, NJ Immediately following the Mandatory pre-bid there will be a Mandatorysite visi Development include(s): Renovation

Details [Division 2]: Building Demolition, Hazardous Material Abatement, Dewatering, Shoring, Cofferdams,Earthwork, Slope Protection & Erosion Control, Piles & Caissons, Paving & Surfacing, Water Systems,Wells, Sewerage & Drainage, Fences & Gates, Landscaping. [Division 3]: Structural Precast Concrete.[Division 4]: Clay Unit Masonry, Concrete Unit Masonry, Masonry Restoration & Cleaning. [Division 5]:Structural Steel, Metal Decking, Cold Formed Metal Framing, Metal Fabrications, Metal Railings.[Division 6]: Rough Carpentry, Finish Carpentry, Architectural Woodwork. [Division 7]: Waterproofing,Insulation, Firestopping, Manufactured Roofing & Siding, Membrane Roofing. [Division 8]: MetalDoors, Plastic Doors, Entrances & Storefronts, Metal Windows, Hardware, Glass & Glazing. [Division9]: Lath & Plaster, Drywall/Gypsum, Tile, Wood Flooring, Resilient Flooring, Painting. [Division 10]:Louvers & Vents, Interior Signs, Lockers, Partitions, Operable Partitions. [Division 11]: Audio-VisualEquipment, Loading Dock Equipment. [Division 12]: Window Treatment. [Division 13]: Pre-EngineeredStructures, Ground Storage Tanks, Underground Storage Tanks. [Division 14]: Elevators. [Division 15]:Mechanical Insulation, Plumbing Fixtures, Water Heaters, Hydronic Piping, Air Handling, Ductwork,Testing & Balancing. [Division 16]: Service/Distribution, Interior Lighting, Exterior Lighting, EmergencyLighting, UPS Systems, Alarm & Detection Systems, Clock/Program Systems, Voice & Data Systems,Television Systems.

Additional DetailsAdditional DetailsListed On: 4/11/2017 Floor Area:Contract Type: Work Type: AlterationStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: CityBid Date: 4/18/2017 Mandatory Pre Bid Conference: 3/17/2017Invitation #: NE-0001-C02, 2015-066 Commence Date: 5/18/2017Structures: 1 Completion Date:Single Trade Project: Site Area:Floors: LEED Certification Intent:Parent Project ID: Units:Parking Spaces:

Project ParticipantsProject ParticipantsCompany RoleCompany Role Company NameCompany Name ContactContact

NameNameAddressAddress PhonePhone EmailEmail FaxFax

Architect USA Architects - NewJersey

20 North DoughtyAve. , Somerville, NJ08876

(908) 722-2300

(908) 722-7201

Owner New Jersey SchoolsDevelopmentAuthority

NaimishKathiari

32 E. Front St. P.O.Box 991, Trenton, NJ08625

(609) 341-5564

nkathiari@njsda.gov (609) 656-2989

Report Date: 4/12/2017 7:11:44 AM © 2017 ConstructConnect. All Rights Reserved. Page 1 of 2

BiddersBiddersCompanyCompanyNameName

AddedAddedDateDate

AddressAddress PhonePhone EmailEmail Bidding RoleBidding Role BidBidRankRank

Bid ValueBid Value FaxFaxNumberNumber

Hall BuildingCorp.

4/11/2017

33 Main Street POBOX 904,Farmingdale, NJ07727

(732) 938-3399

mail@hallbuilding.com

Bidder - GeneralContractor

(732) 938-3332

ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor 4/18/2017 Owner Invited Bidders

HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 4/12/2017 False

Report Date: 4/12/2017 7:11:44 AM © 2017 ConstructConnect. All Rights Reserved. Page 2 of 2

NORFOLK STREET

1

a

\RICHMOND STREET

1

PROJECT NORTH

KEY PLAN NOT TO SCALE

DOUBLE WRAP OF 13 GUAGE VINYL CLAD STEEL RAIL TIE - WIRE AT 24" INTERVALS MAX.

CHAIN LINK. TOP SELVAGE KNUCKLED. TOP AND BOTTOM

ALL FENCING TO BE PROVIDED WITH TOP AND BOTTOM RAILING - 1-5/8" O.D.

STANDARD SPRING EXPANSION COUPLING /IN ACCORDANCE WITH SPECIFICATION

r CAPPED TOP (TYP.)

END it CORNERS POST3’ O.D. TERMINAL

POST UNE POST TOP' /LOOP CAP

Y.TOP bracT

RAILUNE POST TIES EVERY 15" ON CENTER

2-1/2" O.D. UNE POST

^2" X 2" MESH 11 GUAGE / POLYMER COATED FABRIC:

ASTM F 668. CLASS 1 OVER ZINC COATED STEEL WIRE

k/-PROPOSED GRADE

INTERMEDIATE BRACE RAIL - t 1-5/8" O.D. . <

OOOJJr^oo

>MURNBUCKLE^

CMbJ\

BOTTOM BRACE RAIL 1-5/8" O.D.

oCM

ImwQpqTtL

3 2j■RECESS FOOTING 6" BELOW FINISH GRADE (TYP.)

PORTION OF GALVANIZED STEEL POSTS IN CONCRETE SHALL RECEIVE ONE COAT OF ZINC CHROMATE PRIMER - PLUG END OF POST

210' MAX.

SPACING OF6 s. \£

CM

POSTS ON CENTER £

FOOTING AS PER MANUFACTURER’S RECOMMENDATION FOR SOIL CONDITIONS - CONTRACTOR TO SUBMIT SHOP DRAWINGS

1. ALL FENCE FABRIC, POSTS AND RAILINGS SHALL BE BLACK VINYL CLAD HOT DIPPED GALVANIZED STEEL

2. INTERMEDIATE RAIL TO BE SET AT CORNER AND TERMINAL POSTS

3. ALL FENCE TO HAVE TOP AND BOTTOM RAIL.4. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO

DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS.

5. FENCE AND GATE TO HAVE BLACK PRIVACY SLATS

8’ CHAIN LINK FENCE DETAILNOT TO SCALE

CHAIN LINK FENCE AND GATE NOTES:1. PROVIDE CHAIN-LINK FENCE AND GATE FRAMEWORK TO WITHSTAND THE EFFECTS OF

GRAVITY LOADS AND THE FOLLOWING LOADS AND STRESSES WITHIN LIMITS AND UNDER CONDITIONS INDICATED ACCORDING TO ASCE/SEI 7.

A. MINIMUM POST SIZE: DETERMINE ACCORDING TO ASTM F 1043 FOR FRAMEWORK UP TO 12 FEET (3.66 M) HIGH, AND POST SPACING NOT TO EXCEED 10 FEET (3 M).

B. MINIMUM POST SIZE AND MAXIMUM SPACING: DETERMINE ACCORDING TO CLFMI WLG 2445, BASED ON MESH SIZE AND PATTERN SPECIFIED AND ON THE FOLLOWING:

(I) . WIND LOADS: BASIC WIND SPEED = 90 MPH

(II) . EXPOSURE CATEGORY: B.

(III) . MATERIAL GROUP: IA, ASTM F 1043, SCHEDULE 40 STEEL PIPE

2. FABRIC: PROVIDE FABRIC IN ONE-PIECE HEIGHTS MEASURED BETWEEN TOP AND BOTTOM OF OUTER EDGE OF SELVAGE KNUCKLE OR TWIST. COMPLY WITH CLFMI PRODUCT MANUAL AND WITH REQUIREMENTS INDICATED BELOW:

A. FABRIC HEIGHT: AS INDICATED ON DRAWINGS.

B. STEEL WIRE FABRIC: WIRE WITH A DIAMETER OF 0.192 INCH (4.88 MM).

C. MESH SIZE: 2 INCHES (50 MM).

D. POLYMER-COATED FABRIC: ASTM F 668, CLASS 1 OVER ZINC-COATED STEEL WIRE.

E. COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER’S FULL RANGE, COMPLYING WITH ASTM F 934.

F. SELVAGE: KNUCKLED AT BOTH SELVAGES.

3. PROVIDE TOP AND BOTTOM RAILS, TENSION WIRES, GATES, TAMPER-PROOF HARDWARE AND FITTINGS, AND ALL ACCESSORIES IN COMPLIANCE WITH MANUFACTURER’S INSTRUCTIONS AND CODE REQUIREMENTS.

4. COATINGS: PROVIDE MANUFACTURER’S POLYMER FINISH OVER TYPE III, ZN-5-AL-MM ALLOY COATING.

5. GATES: PROVIDE MATCHING GATES WITH DIAGONAL CABLE BRACING AND DROP BAR LOCKS INTO SLEEVES SET IN CONCRETE.

SITE LOCATION

J t JBASE MAP INFORMATION TAKEN FROM PLAN ENTITLED "CONSTRUCTION DOCUMENTS FOR THE NEWARK SCIENCE PARK HIGH SCHOOL - PLAN SHEET SW110 BELOW GRADE PRECAST DETENTION CHAMBER" DATED 2/24/ 2004 LAST REVISED 4 / 2 / 2004 PREPARED BY EYP/EINHERN YAFFEE PRESCOTT ARCHITECTURAL & ENGINEERING OF NJ INC.

3 8' X 10' TANK PAD TO BE - SET 5' MINIMUM FROM FACE OF BUILDING, 5' FROM BUILDING CORNER. 1,000 GALLON AST

8'X1 O' REINFORCED CONCRETE PAD SUPPORTED^ ON HELICAL PILES TO BE SET 5 FEET FROM NORTHEAST CORNER OF BUILDING

2SAWCUT EXISTING - SIDEWALK AT EDGE OF NEW SLAB

£M:;'J.

8' HIGH BLACK PVC COATED CHAIN LINK FENCE AND 2-4' WIDE MAN GATES.

EXISTING ROOF DRAIN PIPING

EXISTING 6'X6' BOX CULVERTS

1000 GALLON AST PAD INSTALLATIONSCALE1 ” = 20’

NOTES:1. CONTRACTOR IS NOTIFIED OF THE PRESENCE OF A 6'X6' BOX CULVERT UNDERGROUND DETENTION BASIN AND ROOF DRAIN PIPING IN THE SLOPE AREA. CONTRACTOR TO CONFIRM LIMITS OF UNDERGROUND SYSTEM PRIOR TO INSTALLATION OF HELICAL PILES AND FENCING.2. CONTRACTOR MUST RELOCATE EXISTING AST DURING CONSTRUCTION AS NECESSARY TO MAINTAIN FUEL SOURCE.3. CONTRACTOR MUST CONFIRM DEPTH TO TOP OF EXISTING CONCRETE BOX CULVERTS PRIOR TO INSTALLING FENCE4. CONTRACTOR TO PROVIDE 8' HIGH CHAIN LINK FENCE AND TWO 4'-0" WIDE MAN GATES AT MINIMUM 5' OFFSET FROM EDGE OF SLAB OR AS REQUIRED BY LOCAL CODE. FENCE TO HAVE BLACK PVC PRIVACY SLATS.5. CONTRACTOR TO PROVIDE TOPSOIL 4" THICK, FERTILIZE, SEED AND MULCH IN ALL DISTURBED AREAS.

PROVIPF ADDITIONAl (?) #B X .T-D (SPACING; =EACH DIRECTION OVER TOP OF THE HELICAL PILES

0-6”)SAWCUT AND REMOVEEXISTING SLAB ON GRADE1/2” COMPRESSIBLE JOINT.

#5@12” ON CENTER(TYP).1

8”X8” PII F CAP (TYP.)TOP OF EXISTING SLABELEVATION WILL VARY ALONG WEST EDGE OF NEW SLAB

(2) #5 CONT.10’ 1-6”

ADDITIONAL BARS.2’ 6’ 2’

EXISTING SLOPED GRADE (VIF).SEE SECTION FOR DETAIL

<7-x- Xr 4&■ A 1)i j ” ~TJO ^ TT '(J . •I 3

• 4 <3 ~r <■I I l-j-i-rl I l-i-i-rl I I- TTT A-• . 'GHO r A -

' :A <■ A AT T </ a■ < . 4<2* ■ 4AI ’ • <

iA ■ ■ z4_ - n

<A

+C) Ui . rfi ■GROUTFD HFI ICAI PII FS (TYP. X4) nn 'Q n- . n■. ■y !. * .

■A •< ÀI 3

« & x8’ 1-6”A •I I l=|Al 1 ’—3” —1 MIN.—' 11-■\o. o-t I I-

TI I X

in #5@12” ON CENTER(TYP)

8” OF COMPACTFP.

#5@12” E.W.. T&B (2) #5 CONT.

------0-6” MIN.

GROUTED HELICAL PILES (TYP.) MIN AXIAL CAPACITY = 10 KIPS (SURFACE LOADS)

JE 2’

=4^T #57 CRUSHED STONE SUBBASE

O':S

1000 GALLON AST PADNOT TO SCALE

8’ X 10’ 1000 GALLON AST PAD3

NOT TO SCALENOTES:1. REFER TO HELICAL PILE NOTES FOR ADDITIONAL INFORMATION

HELICAL PILE NOTES:

2. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS.1. FERROUS METAL ASSEMBUES INCLUDING BEAMS, PLATES, HELICAL PLATES, PILE SHAFTS AND FOUNDATION

BRACKETS SHALL BE HOT DIP GALVANIZED IN CONFORMANCE WITH ASTM A153.

3. TOP OF PAD ELEVATION TO MATCH EXISTING SIDEWALK FINISHED ELEVATION AT HIGH END.

HELICAL PILES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS AND

GUIDELINES.2.

3. OVERSIGHT FOR THE INSTALLATION OF THE HELICAL PIERS AND FOUNDATION BRACKETS WILL BE AND WILL INCLUDE THE INSPECTION OF: CATALOG NUMBERS, TYPES AND CONFIGURATIONS OF HELICAL PIER LEAD SECTIONS, EXTENSIONS, BRACKETS, BOLT TYPE AND TORQUE, INSTALLATION PROCEDURE AND DEPTH, POSITION OF HELICAL PIER, SHAFT OF PIER IN FULL CONTACT WITH OF THE INSTALLATION WITH THE APPROVED CONSTRUCTION RECOMMENDATIONS. THE INSTALLATION OF THE PIERS THAT WILL BE SUPPORTING CONCRETE STRUCTURES WILL ALSO REQUIRE INSPECTION OF THE FULL-SURFACE CONTACT OF FOUNDATION BRACKETS WITH CONCRETE AND THE TIGHTNESS OF BOLTS.

REQUIRED 4. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 28 DAY STRENGTH OF 4,000PSI

T-SHAPED BRACKET AND COMPLIANCE DOCUMENTS AND MANUFACTURER’S 5. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145 PCF±) WITH ALL

CEMENT CONFORMING TO ASTM 0150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 3/4” CONFORMING TO ASTM C33.

6. REINFORCING STEEL SHALL BE ASTM A615. GRADE 60.HELICAL PILES INSTALLED SHALL BE GROUTED 3 1/2" O.D. SCHED. 80 PIPE SHAFT PIER, WITH A THREE-HEUX CONFIGURATION (12"-10”-8"). THE HELIX SHALL BE SPACED ON THE SHAFT AS SHOWN ON THE DRAWINGS.

HELICAL PILES INSTALLED SHALL HAVE A MINIMUM 20 KIP ULTIMATE COMPRESSION CAPACITY AND MINIMUM 10 KIP ULTIMATE TENSION CAPACITY.

4.

7. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW OF REINFORCED CONCRETE AND TANK SUPPORT ANCHORING SYSTEM.5.

8. PROVIDE HAUNCHED SLAB ON NORTH, EAST AND SOUTH FACES.6. HELICAL PILES SHALL BE INSTALLED TO A MINIMUM INSTALLATION TORQUE OF 5,000 FOOT-POUNDS.

SEE MECHANICAL PLANS FOR TANK DETAILS**

COPYRIGHT© 2015 FRENCH & PARRELLO ASSOCIATES, PA - THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, WITHOUT THE WRITTEN PERMISSION OF FRENCH & PARRELLO ASSOCIATES, PA IS PROHIBITED DUE TO INHERENT ERRORS IN REPRODUCTION METHODS, ERRORS MAY OCCUR WHEN SCALING THIS DRAWING

2 05/25/16 PROGRESS

1 02/12/16 DCA REVIEW 2

12/16/15 DCA REVIEW 1

11/24/15 100% CD SUBMISSION

10/27/15 65% CD SUBMISSION28 DAY COMPRESSIVE STRENGTH

9/30/15 SCHEMATIC SUBMISSION

W/C RATIO No. Date Issue or RevisionCOMPONENT STRENGTH SLUMP

Drawing Tide4,000 PSINEW SLAB 0.44 4 TO 6 IN

1000 GALLON AST PAD

INSTALLATIONCONCRETE COVER OVER REINFORCEMENT

SIDES/EDGESFOUNDATION TOP BOTTOM

SLAB (EXTERIOR EXPOSURE)

1 1/2"# 5 & SMALLER 3” 2”

#6 & LARGER 2" 3" 2"

Project No.Scale

1"=20'

Datum Elev.Corporate Office2015-0661800 Route 34, Suite 101

Wall, NJ 07719 732.312.9800

^ Regional Offices Hackettstown, NJ

NmYork, NY

Dwg. Date

12.09.16FRENCH & PARRELLO------------ASSOCIATE 3------------ Drawn By Drawing No.

MWK

C-102Chkd. ByKEITH B. SMITH, P.E., P.P.

KSPROFESSIONAL ENGINEER, N.J. LIC. No. 33232

5 02/07/17 DCA RELEASE SET

4 12/09/16 DCA REVIEW 3

3 08/19/16 SDA FINAL SUBMISSION

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somerville, new jersey 08876

7th floor, alpha building 1 south 3rd street

easton, Pennsylvania 18042

225 south 25th street Philadelphia, Pennsylvania 19103

www.usaarchitects.com

Arnaldo Untoria, AIA Paul R. Swartz, AIA Armand T. Christopherjr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA Daniel J. Fortunato, AIA Andrew P. Adomato, AIA Mitch Miller, AIA, FCSI, CCS

This Document is the property and copyright of USA

Architects for the specified project and shall not be used or

reproduced without authorization.

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8' X 10' TANK PAD TO BE

SET 5' MINIMUM FROM

FACE OF BUILDING, 5'

FROM BUILDING CORNER. 1,000 GALLON AST

8'X10' REINFORCED

CONCRETE PAD SUPPORTED

ON HELICAL PILES TO BE SET 5

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COPYRIGHT 2015 FRENCH & PARRELLO ASSOCIATES, PA - THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, WITHOUT THE WRITTEN PERMISSION OF FRENCH & PARRELLO ASSOCIATES, PA IS PROHIBITED. DUE TO INHERENT ERRORS IN REPRODUCTION METHODS, ERRORS MAY OCCUR WHEN SCALING THIS DRAWING.

Corporate Office

1800 Route 34, Suite 101

Wall, NJ 07719

732.312.9800

Regional Offices

Hackettstown, NJ

New York, NY

+20 north doughty avenue

somerville, new jersey 08876

7th floor, alpha building1 south 3rd street

easton, pennsylvania 18042

www.usaarchitects.com

architects planners

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Scale Project No.

Datum Elev.

Dwg. Date

Drawing No.Drawn By

Chkd. By

No. Date Issue or Revision

Drawing Title

Signature & License No.

This Document is the property and copyright of USAArchitects for the specified project and shall not be used orreproduced without authorization.

Arnaldo Untoria, AIAPaul R. Swartz, AIAArmand T. Christopher,Jr., AIAMark A. Coan, AIAPeter C. Campisano, AIADaniel J. Fortunato, AIAAndrew P. Adornato, AIAMitch Miller, AIA, FCSI, CCS

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SCHEMATIC SUBMISSION

65% CD SUBMISSION

100% CD SUBMISSION

KEITH B. SMITH, P.E., P.P.

PROFESSIONAL ENGINEER, N.J. LIC. No. 33232

DCA REVIEW 1

1 DCA REVIEW 2

9/30/15

DCA REVIEW - 2/12/2016

2 PROGRESS

08/19/163

10/27/15

11/24/15

12/16/15

02/12/16

05/25/16

SDA FINAL SUBMISSION

2015-066

12.09.16

12/09/164 DCA REVIEW 302/07/175 DCA RELEASE SET

NOTES:

1. CONTRACTOR IS NOTIFIED OF THE PRESENCE OF A 6'X6' BOX CULVERT UNDERGROUND DETENTION BASIN

AND ROOF DRAIN PIPING IN THE SLOPE AREA. CONTRACTOR TO CONFIRM LIMITS OF UNDERGROUND SYSTEM

PRIOR TO INSTALLATION OF HELICAL PILES AND FENCING.

2. CONTRACTOR MUST RELOCATE EXISTING AST DURING CONSTRUCTION AS NECESSARY TO MAINTAIN FUEL

SOURCE.

3. CONTRACTOR MUST CONFIRM DEPTH TO TOP OF EXISTING CONCRETE BOX CULVERTS PRIOR TO INSTALLING

FENCE

4. CONTRACTOR TO PROVIDE 8' HIGH CHAIN LINK FENCE AND TWO 4'-0" WIDE MAN GATES AT MINIMUM 5' OFFSET

FROM EDGE OF SLAB OR AS REQUIRED BY LOCAL CODE. FENCE TO HAVE BLACK PVC PRIVACY SLATS.

5. CONTRACTOR TO PROVIDE TOPSOIL 4" THICK, FERTILIZE, SEED AND MULCH IN ALL DISTURBED AREAS.

NORFOLK STREET

RICHMOND STREET

W. M

AR

KE

T S

TR

EE

T

13T

H A

VE

NU

E

PROJECT NORTH

BASE MAP INFORMATION TAKEN FROM PLAN ENTITLED "CONSTRUCTION DOCUMENTS FOR THE NEWARK SCIENCE

PARK HIGH SCHOOL - PLAN SHEET SW110 BELOW GRADE PRECAST DETENTION CHAMBER" DATED 2 / 24 / 2004 LAST

REVISED 4 / 2 / 2004 PREPARED BY EYP/EINHERN YAFFEE PRESCOTT ARCHITECTURAL & ENGINEERING OF NJ INC.

**SEE MECHANICAL PLANS FOR TANK DETAILS

1000 GALLON AST PAD

8' X 10' 1000 GALLON AST PAD

1000 GALLON

AST PAD

INSTALLATION

C-102

MWK

KS

1"=20'

3

SHIELDED CABLE - 2 CONDUCTOR - PLENUM RATED #18 AWG MINIMUM)ATC CONTRACTOR SHALL SIZE CONTROL & POWER WIRING (# CONDUCTORS, #AWG, LENGTH, ETC.)

PNEUMATIC TUBINGATC CONTRACTOR SHALL SIZE SUPPLY & CONTROL TUBING (# PIPES, #APS, LENGTH, ETC.)

AQUASTAT (SPDT)AQ IAQ TSINDOOR AIR QUALITY TEMPERATURE SENSOR (PROBE/IMMERSION)HWR

//////// / / / / / /

AFS AIR FLOW STATION (ANALOG) MS MAGNETIC STARTER TS TEMPERATURE SENSOR (AVERAGING)HWS

3M FIN TUBE (TYPICAL) LOW-LIMIT TEMPERATURE SWITCH (SPDT)

FLOW SWITCH (DIGITAL)FS LLSEND SWITCH (SPST) VFD VARIABLE FREQUENCY DRIVEESAY'A/

CONTROL ACTUATOR CONTROL DAMPER OR VALVE

•AA’ V RELATIVE HUMIDITY SENSOR CONTROL RELAY(24VAC-SPDT) SMOKE DETECTOR (DUCT)R SDRH'A

[M ’ /'M ES

N ^

n OA DIFFERENTIAL PRESSURE SWITCH (SPDT)

DPS TCCARBON-MONOXIDE SENSOR CT CURRENT TRANSDUCER(ANALOG) THERMOSTAT SWITCH (SPDT)COAO

R}-EXISTING LOUVER

POWER BY DIV 26

MV y ----- MS ' /' />A DIFFERENTIAL PRESSURE

TRANSDUCER (ANALOG)DPTE.C. CSC02 CARBON-DIOXIDE SENSOR CURRENT SWITCH (DIGITAL) 120/24VAC TRANSFORMERXFMRFT /<

'AVLV MOD • /<

TC

ATC DIAGRAM - EXHAUST FAN AND MOTORIZED DAMPER DETAILATC FIN TUBE RADIATION DETAIL ATC LEGENDNOT TO SCALENOT TO SCALENOT TO SCALE

REMOTELYCONNECTED

WEBBROWSER

(N.I.C.) 120VAC -|W|-CROSSFLOW

SENSOR

I-b—I ;;REHEAT COIL RJ-11

JACK0 /1st COMM

'TRUNK /2nd COMM 'TRUNK

/3rd COMM 'TRUNK

/4th COMM 'TRUNK

/5th COMM 'TRUNK

WORLD WIDE WEB TCP/IP NETWORK

(WWW)REMOTE TCP/IP

CONNECTION

EXTEND THE EXISTING HONEYWELL BMS. UTILIZING THE EXISTING NETWROK CONTROLLERS &/OR PROVIDE ADDITIONAL NSC. PROVIDE WEBS-AX/N4 SOFTWARE GRAPHICAL USER INTERFACE.

SUPPLYHW(SNC)

SUPERVISORNETWORK

CONTROLLER

AIR

INCORPORATE ALL OF THE NEW AND PREVIOUSLY INSTALL HONEYWELL DDC CONTROLLERS INTO ONE SEAMLESS AND COMPLETELY FUNCTIONAL SYSTEM. NO BLACK-BOX OR THIRD PARTY DEVICES SHALL BE USED OR ACCEPTED.

(NEW)OPERATOR

WORKSTATION(OWS)

DDC CONTROLLER1---- \ ei TS 120VACFACTROY MOUNT ON VAV BOX

DAMPER SHAFT

OL THE EXISTING HONEYWELL OWS SOFTWARE SHALL BE UPGRADED TO THE LATEST RELEASE/REVISION.

' DISTRICT WIDE AREA NETWORK

(WAN)SITE TCP/IP „ NETWORK

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EXISTING HONEYWELL BMS SYSTEM EXTENTION OF HONEYWELL BMS (WEBS-AX/N4)SPACESENSOR

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THE ATC SYSTEM IS DIAGRAMATIC IN NATURE AND MAY NOT DEPICT ALL EXISTING FIELD INSTALLATIONS OR CONDITIONS. HW DDC CONTROLLERS TO BE CONNECTED TO RESPECTIVE COMM TRUNKIATC DIAGRAM - TYPICAL VAV BOX WITH REHEAT COIL ( TO NEXT

; DDC DEVICE

BMSCOMM C TRUNK# '

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HONEYWELL HONEYWELL HONEYWELL AHU SYSTEM

DDC CONTROLLER (TYPICAL)

HONEYWELL VAR. AIR. VOL. BOX

DDC CONTROLLER (TYPICAL)

HONEYWELL EXHAUST FAN

DDC CONTROLLER (TYPICAL)

HONEYWELLHHW

DDC CTRL

120VAC —l^/Tl— AHU UVDDC CTRL

(TYP)DDC CTRL

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1. HW DDC CONTROLLERS TO BE CONNECTED TO RESPECTIVE BMS COMMUNICATIONS TRUNK,2. ATC CONTRACTOR TO PROVIDE: REQUIRED COMMUNICATIONS DEVICES, FIELD STARTUP AND PROGRAMMING.3. INSTALLATION OF THE BMS COMMUNICATIONS WIRING TO BE PERFORMED BY THE ATC CONTRACTOR

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ATC DIAGRAM - EXISTING/EXTENDED HONEYWELL NETWORK DETAILDT-1 -, NOT TO SCALE

4" FILL PORTS WITH 10 GALLON INTERNAL OVERFILL CONTAINMENT

30"

*GRADE GRADE PRESSURE

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FOR VENT PROTECTOR (TERMINATE 2' FROM BUILDING OPENINGS)

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VERIFY EXACT LOCATION AND SIZE OF EXISTING PIPING

HAZARD SIGN PER NFPA 704

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CM BLUE

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EXISTING DAY TANK!

11X LADDER I IFOS -r xOVERFILL PREVENTION VALVE

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(OOVERFLOW TANK MONITORO I iïTLL

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COLLECTING PAN EXISTING DIESEL GENERATOR 4000 PSI CONCRETE

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SUPPLY AND INSTALL---------EARTHQUAKE RESTRAINTS AS PER MANUFACTURER— FOR—^5

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1000 GAL FUELOIL TANK(CONCRETE AND FOUNDATION WALLS)

NOTE:NO STRUCTURAL STRAIN SHOULD BE TRANSMITTED FROM ANY WALL TO THE PIPING SYSTEM THE SLEEVING, RELIEVING ARCH, OR STRUCTURAL BEAM SUPPORT METHODS PROTECT THE PIPING FROM SUPERIMPOSED LOADS THE "PACKING" MATERIAL AROUND THE PIPE IS FLEXIBLE ENOUGH TO RESPOND TO SETTLING IN THE STRUCTURE OR PIPING

Corporate Office1800 Route 34, Suite 101

Wall, NJ 07719 732.312.9800

k. Regional Offices Flackettstown, NJ

New York, NY

FUEL TANK ELEVATION DETAILWALL PENETRATION PIPE SLEEVE DETAILFRENCH & PARRELLO------------ASSOCIATES------------

NOT TO SCALENOT TO SCALE

KEVIN DWYER, PEPROFESSIONAL ENGINEER, NJ LIC. No. 24GE03525400

COPYRIGHT© 2015 FRENCH & PARRELLO ASSOCIATES, PA - THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, WITHOUT THE WRITTEN PERMISSION OF FRENCH & PARRELLO ASSOCIATES, PAIS PROHIBITED. DUE TO INHERENT ERRORS IN REPRODUCTION METHODS, ERRORS MAY OCCUR WHEN SCALING THIS DRAWNG.

5 02/07/17 DCA RELEASE SET

4 12/9/16 DCA REVIEW 3

3 08/19/16 SPA FINAL SUBMISSION

2 05/25/16 PROGRESS SET

1 02/12/16 DCA REVIEW 2

DCA REVIEW 112/16/15

100% PROGRESS11/24/15

10/27/15 65% PROGRESS

09/30/15 SCHEMATIC SUBMISSION

No. Date Issue or Revision

Drawing Title

MECHANICALDETAILS

Project No.Scale

Datum Elev.

2015-066Dwg. Date

12.09.16Drawn By

DRGDrawing No.

M-301ChkcLBy

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architects planners +20 north doughty avenue

somerville, new jersey 08876

7th floor, alpha building 1 south 3rd street

easton, Pennsylvania 18042

225 south 25th street Philadelphia, Pennsylvania 19103

www.usaarchitects.com

Arnaldo Untoria, AIA Paul R. Swartz, AIA Armand T. Christopherjr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA Daniel J. Fortunate, AIA Andrew P. Adomato, AIA Mitch Miller, AIA, FCSI, CCS

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

Signature & License No.

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11

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FUEL OIL TANK

PRESSURE

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INTERNAL OVERFILL CONTAINMENT

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VALVE

LADDER

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YELLOW

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HAZARD SIGN PER

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AS PER MANUFACTURER

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ATC FIN TUBE RADIATION DETAIL

NOT TO SCALE

HWR

HWS

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FIN TUBE (TYPICAL)

AO

FT

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CROSS

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SENSOR

DAMPER SHAFT

ON VAV BOX

FACTROY MOUNT

DDC CONTROLLER

TS

120 VAC

XFMR

SPACE

SENSOR

AIR

SUPPLY

TS

BUSBUS

ATC DIAGRAM - TYPICAL VAV BOX WITH REHEAT COIL

NOT TO SCALE

REHEAT COIL

HW

R

HW

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EXISTING DAY PUMP SET

FROM PUMP RELIEF VALVE

TANK LEVEL INDICATOR

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FO

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FO

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1000 GAL FUEL OIL

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DUPLEX BASKET STRAINER

SPARE CONN.

FUEL TANK ELEVATION DETAIL

NOT TO SCALE

EXISTING DIESEL

GENERATOR

TANK LEVEL

INDICATOR

VENT PROTECTOR

(TERMINATE 2' FROM

BUILDING OPENINGS)

GRADE

BASEMENT

FUEL OIL RISER

NOT TO SCALE

1 1/2"

BASEMENT

GRADE

DT-1

FILL BOX

VENT PROTECTOR

(TERMINATE 2' FROM

BUILDING OPENINGS)

CONNECT TO EXISTING DAY PUMP SET. FIELD

VERIFY EXACT LOCATION AND SIZE OF

EXISTING PIPING

EXISTING DAY TANK

AND PUMP SET TO

REMAIN.

FO

S

FOR

FOS

FOR

7" MIN

30"

42"

21"

PLATFORM

(CONCRETE AND FOUNDATION WALLS)

PIPE

SLEEVE

PIPE

NOTE:

NO STRUCTURAL STRAIN SHOULD BE TRANSMITTED FROM ANY WALL

TO THE PIPING SYSTEM THE SLEEVING, RELIEVING ARCH, OR

STRUCTURAL BEAM SUPPORT METHODS PROTECT THE PIPING FROM

SUPERIMPOSED LOADS THE "PACKING" MATERIAL AROUND THE PIPE IS

FLEXIBLE ENOUGH TO RESPOND TO SETTLING IN THE STRUCTURE OR

PIPING

WALL PENETRATION PIPE SLEEVE DETAIL

NOT TO SCALE

PACKING

MATERIAL

HW (SNC)

SUPERVISOR

NETWORK

CONTROLLER

ROUTER

HW DDC CONTROLLERS TO BE CONNECTED TO RESPECTIVE COMM TRUNK

BMS COMM

TRUNK #

120VAC

HONEYWELL

HHW

DDC CTRL

HONEYWELL

AHU

DDC CTRL

(TYP)

HONEYWELL

UV

DDC CTRL

(TYP)

HONEYWELL

AHU SYSTEM

DDC CONTROLLER

(TYPICAL)

VT

VT

120VAC

12OVAC

1. HW DDC CONTROLLERS TO BE CONNECTED TO RESPECTIVE BMS COMMUNICATIONS TRUNK,

2. ATC CONTRACTOR TO PROVIDE: REQUIRED COMMUNICATIONS DEVICES, FIELD STARTUP AND PROGRAMMING.

3. INSTALLATION OF THE BMS COMMUNICATIONS WIRING TO BE PERFORMED BY THE ATC CONTRACTOR

HONEYWELL

VAR.AIR.VOL.BOX

DDC CONTROLLER

(TYPICAL)

HONEYWELL

EXHAUST FAN

DDC CONTROLLER

(TYPICAL)

EXISTING HONEYWELL BMS SYSTEM EXTENTION OF HONEYWELL BMS (WEBs-AX/N4)

THE EXISTING

HONEYWELL OWS

SOFTWARE SHALL

BE UPGRADED TO

THE LATEST

RELEASE/REVISION.

1st COMM

TRUNK

TO NEXT

DDC

DEVICE

120V

REMOTELY

CONNECTED

WEB

BROWSER

(N.I.C.)

(NEW)

OPERATOR

WORKSTATION

(OWS)

RJ-11

JACK

DISTRICT

WIDE AREA

NETWORK

(WAN)SITE TCP/IP

NETWORK

WORLD WIDE WEB

TCP/IP NETWORK

(WWW)

REMOTE TCP/IP

CONNECTION

· EXTEND THE EXISTING HONEYWELL BMS. UTILIZING THE EXISTING

NETWROK CONTROLLERS &/OR PROVIDE ADDITIONAL NSC. PROVIDE

WEBs-AX/N4 SOFTWARE GRAPHICAL USER INTERFACE.

· INCORPORATE ALL OF THE NEW AND PREVIOUSLY INSTALL HONEYWELL

DDC CONTROLLERS INTO ONE SEAMLESS AND COMPLETELY FUNCTIONAL

SYSTEM. NO BLACK-BOX OR THIRD PARTY DEVICES SHALL BE USED OR

ACCEPTED.

2nd COMM

TRUNK

3rd COMM

TRUNK

4th COMM

TRUNK

5th COMM

TRUNK

THE ATC SYSTEM IS DIAGRAMATIC IN NATURE AND MAY NOT DEPICT ALL EXISTING FIELD INSTALLATIONS OR CONDITIONS.

POWER

BY DIV 26

E.C.

OA

ATC DIAGRAM - EXHAUST FAN AND MOTORIZED DAMPER DETAIL

NOT TO SCALE

ATC DIAGRAM - EXISTING/EXTENDED HONEYWELL NETWORK DETAIL

NOT TO SCALE

3

RH

LLS

ES

DPT

AFS

AQ

XFMR

VFD

TC

A

SDR

TSIAQ

MS

CT

TS

DPS

CO

CO2

FS

CS

SHIELDED CABLE - 2 CONDUCTOR - PLENUM RATED

#18 AWG MINIMUM)

ATC CONTRACTOR SHALL SIZE CONTROL & POWER

WIRING (# CONDUCTORS, #AWG, LENGTH, ETC.)

FLOW SWITCH (DIGITAL)

AIR FLOW STATION (ANALOG)

AQUASTAT (SPDT)

CONTROL ACTUATOR

CONTROL DAMPER OR VALVE

DIFFERENTIAL PRESSURE

SWITCH (SPDT)

DIFFERENTIAL PRESSURE

TRANSDUCER (ANALOG)

PNEUMATIC TUBING

ATC CONTRACTOR SHALL SIZE SUPPLY & CONTROL

TUBING (# PIPES, #APS, LENGTH, ETC.)

END SWITCH (SPST)

RELATIVE HUMIDITY SENSOR

CARBON-MONOXIDE SENSOR

CARBON-DIOXIDE SENSOR

INDOOR AIR QUALITY

MAGNETIC STARTER

VARIABLE FREQUENCY DRIVE

CONTROL RELAY(24VAC-SPDT)

CURRENT TRANSDUCER (ANALOG)

CURRENT SWITCH (DIGITAL)

TEMPERATURE SENSOR (PROBE/IMMERSION)

TEMPERATURE SENSOR (AVERAGING)

LOW-LIMIT TEMPERATURE SWITCH

(SPDT)

SMOKE DETECTOR (DUCT)

THERMOSTAT SWITCH (SPDT)

120/24VAC TRANSFORMER

ATC LEGEND

NOT TO SCALE

3

EXISTING

LOUVER

KEVIN DWYER, PE

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COPYRIGHT 2015 FRENCH & PARRELLO ASSOCIATES, PA - THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, WITHOUT THE WRITTEN PERMISSION OF FRENCH & PARRELLO ASSOCIATES, PA IS PROHIBITED. DUE TO INHERENT ERRORS IN REPRODUCTION METHODS, ERRORS MAY OCCUR WHEN SCALING THIS DRAWING.

Corporate Office

1800 Route 34, Suite 101

Wall, NJ 07719

732.312.9800

Regional Offices

Hackettstown, NJ

New York, NY

+20 north doughty avenue

somerville, new jersey 08876

7th floor, alpha building1 south 3rd street

easton, pennsylvania 18042

www.usaarchitects.com

architects planners

int e

rior

des i

gner

s

Scale Project No.

Datum Elev.

Dwg. Date

Drawing No.Drawn By

Chkd. By

No. Date Issue or Revision

Drawing Title

Signature & License No.

This Document is the property and copyright of USAArchitects for the specified project and shall not be used orreproduced without authorization.

Arnaldo Untoria, AIAPaul R. Swartz, AIAArmand T. Christopher,Jr., AIAMark A. Coan, AIAPeter C. Campisano, AIADaniel J. Fortunato, AIAAndrew P. Adornato, AIAMitch Miller, AIA, FCSI, CCS

225 south 25th streetphiladelphia, pennsylvania 19103

2015-066

12.09.16

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SCHEMATIC SUBMISSION

65% PROGRESS

100% PROGRESS

DCA REVIEW 11 DCA REVIEW 202/12/16

2 05/25/16 PROGRESS SET

PROFESSIONAL ENGINEER, NJ LIC. No. 24GE03525400

3 08/19/16 SDA FINAL SUBMISSION

12/16/15

11/24/15

10/27/15

09/30/15

4 12/9/16 DCA REVIEW 3

5 02/07/17 DCA RELEASE SET

DRG

FRM

M-301

MECHANICAL

DETAILS