msc engineering package ep no: ecr-19-000982 rev 00 ep … · 2019. 11. 18. · msc engineering...

MSC ENGINEERING PACKAGE

EP No: ECR-19-000982 Rev 00

EP Title: 609J Breathing Air Facility Mechanical HVAC Upgrade

Document Action Only Physical Modification

1.0 PACKAGE DESCRIPTION RELEASE Radiological Record

Request and Justification:

Upgrade HVAC system in 609J Air Compressor Room to accommodate additional heat load.

Two existing air compressors (40 HP and 75 HP) will be removed from 609J Air Compressor Room and replaced with two new 75 HP water cooled air compressor. Because one of the air compressors is larger than the original design, there will be additional heat generated. The existing HVAC system is not capable to meet the new cooling demand requirements for the compressor room, therefore the upgrade of the HVAC system is required.

CACN: 408625

Work Package No/Project No:

Z-283

Area:200E

Facility:Fire station 92

Building:609J

System ID:N/A

Release

Work Complete Field Work Complete

Design Authority

Change Description and Scope:

This FMP upgrades the HVAC system for 609J Air Compressor Room.

Mechanical work:

Remove the existing HVAC unit, concrete pad, all exterior and interior ductwork, and thermostat as shown in INFO-01.

Pour a new concrete pad in the approximate location shown in DWG-04 - DWG-05. Field verify the exact location of the concrete pad and HVAC unit. Concrete pad shall be in accordance with sections "25 ton HVAC Unit Concrete Pad", and "Section D" found in DWG-04. Install new Trane 25-ton HVAC unit (model # TSH300G4R0AA3L) onto the new concrete pad and label as "AC-1". Install a new thermostat for the new HVAC unit in the approximate location the previous thermostat was located.

Install new rectangular exterior and interior ductwork as shown in DWG-02 through DWG-04. New rectangular ductwork must be 22 gauge Aluminum with 2-inch internal duct liner in accordance with ASTM C1071 and NFPA 90B. Maximum spacing of ductwork support is 5 ft. for horizontal and 10 ft. for vertical ductwork. Install new supply air grilles as shown in DWG-02 and DWG-03. Supply and return air grilles are to be Titus or engineering approved equivalent.

Exterior supply ductwork shall enter the building through the existing wall penetration. Existing wall penetration must be modified to compensate the size of the new ductwork.

Electrical Work

In panel "MP-609J" remove the existing 50A circuit breaker located in circuits 2, 4, 6, and replace with a new 70 Amp breaker. Remove the existing 60 Amps disconnect servicing the existing 17.5 ton HVAC unit and all the associated conduit and conductors up to the pull box. Pull box shall be reused in the new installation.

Note: wire to the 3-ton heat pump is also in the same conduit as the 17.5 ton. In new installation, reuse this wiring as no changes are made in the 3 ton unit.

Install a Square D safety disconnect model number HU363RB or engineering approved equivalent 100A non-fusible disconnect

ECR-19-000982 00 1 of 15

N/A

y/d n/k per telecon 8/21/19

DATE:

Aug 21, 2019

0 49

0

44E❑ ❑

h7283930

Cross-Out

on the outside wall of building 609J near the new HVAC Unit "AC-1" (Approximate location of disconnect shown in DWG-06). Label the new disconnect as "DS-AC-1 fed from Panelboard MP-609J circuit 2, 4, 6".

Field route one new 1 1/2" minimum conduit and run 3#4 THHN copper conductors and 1#8 copper ground from "MP-609J" circuit 2, 4, 6, to safety disconnect "DS-AC-1". Field position safety disconnect as needed. Field route one new 1 1/2" minimum flex conduit running 3#4 THHN copper conductors and 1#8 copper ground from "DS-AC-1" to the new HVAC unit "AC-1" mounted on the concrete pad. See DWG-06 and DWG-07 for more detail on the conduit/conductors.

Install permanent labeling to all new equipment and its associates components.

2.0 PACKAGE INDEX

Action Document No. Rev. No. E/S/R Section Description Page No. Release to Work?

I INFO-01 - - INFO-01 - HVAC Demo Plan Yes

RWC H-6-15620 01 1 S DWG-01 - DWG-03 - 609J Mechanical HVAC Plan Yes

NWC H-6-15620 02 0 - DWG-04 - 609J Mechanical HVAC Equipment Details Yes

NWC H-6-15620 03 0 - DWG-05 - 609J Construction and Concrete Notes Yes

RWC H-6-15622 01 2 S DWG-06 - Electrical Details Yes

RWC H-6-15623 01 1 R DWG-07 - Conduit and Feeder Schedule Yes

RWC H-6-18185 01 1 E DWG-08 - DWG-09 - Electrical Panel Schedule Yes

RWC h-6-15095 01 4 E DWG-10 - Electrical One-Line Diagram Yes

3.0 DESIGN REQUIREMENTS

Electrical modifications shall be in compliance with NFPA 70, National Electrical Code, 2017 Edition. All electrical components shall be approved by a National Recognized Testing Laboratory (NRTL).

New HVAC unit installation shall be in compliance with manufacturers' recommendations, authority having jurisdiction, and current codes and standards including:

-SMACNA Standard for ductwork installation, 2016 Edition-International Mechanical Code, 2015 Edition-ASHRAE 62.2, 2016 Edition-NFPA 90A, 2015 Edition

Air balancing per current SMACNA HVAC system, testing, adjusting and balancing.

MSC-PRO-ENG-709, Rev. 2 - CAD and Drawing Development and control process for Engineering.

4.0 ACCEPTANCE CRITERIA and METHODS

Acceptance Criteria Acceptance Method

Acceptable NEC inspection is required before energizing any new or modified circuits. Inspection Testing

Test wiring for continuity and unintentional grounds prior to energization. Inspection Testing

Verify that all new equipment is labeled to identify panel and circuit. Inspection Testing

Verify that the panel schedules have been physically updated at the panel location. Inspection Testing

Perform thermostat functional check to verify heating and cooling modes. Inspection Testing

Air balance to be within +/- 10% of design per SMACNA standards. Inspection Testing

5.0 OTHER AFFECTED DOCUMENTS

ECR-19-000982 00 2 of 15

5

6,7,89

1011

1213,14

15

❑ ❑

❑ ❑

❑ ❑

❑ ❑

❑ ❑

❑ ❑

Verification by: Peer Review Formal Design Review Alternate Calculations Qualification Testing

Document Type Document No. Rev. No. Owning Organization Technical Authority

Procedure RES0001 2 MSA K Tran

6.0 DESIGN VERIFICATION

Design Verification Checklist:

a. Are the Functional Requirements and Design Criteria appropriately selected for the modification? Yes No NA

b. Does the design meet the specified Functional Requirements and Design Criteria? Yes No NA

c. Were the design inputs correctly incorporated into the design? Yes No NA

d. Is the design output reasonable compared to the design inputs? Yes No NA

e. Have suitable materials, parts, and processes been specified? Yes No NA

f. Have suitable acceptance, inspection, and operability been adequately addressed in the change? Yes No NA

g. Have constructability, maintenance, and operability been adequately addressed in the design? Yes No NA

h. Are all affected design documents identified and appropriately changed? Yes No NA

Additional Design Verification Documents Prepared? Yes No

NOTE: Identify additional Design Verification Documentation in Section 2.0 Package Index.

A review of the design has been performed. The selected Functional Requirements and Design Criteria meet the stated Engineering Request. Design Verification performed by the method(s) identified has confirmed that the design documented by this FMP is adequate and meets the stated Functional Requirements and Design Criteria.

H2945424 - SEAN LEISTRITZ 8/19/2019 7:52:40 AM

Design Verifier: Print Name Signature Date

7.0 REVIEWS

USQ: USQ GCX

No: Not Required

H8439758 - KHOI N TRAN 8/19/2019 8:03:28 AM

Reviewer Print Name Signature Date

Environmental: Screened Ref: Not Required

ECO Print Name Signature Date

8.0 APPROVALS and DISTRIBUTION

Approvals

H5046101 - YURIY V DUBINETS 8/19/2019 8:42:38 AM

ECR Author: Print Name Signature Date

H8439758 - KHOI N TRAN 8/19/2019 8:14:28 AM

Design Authority: Print Name Signature Date

H7518890 - DREW A THOMAS 8/20/2019 10:09:48 AM

Engineering Manager: Print Name Signature Date

ECR-19-000982 00 3 of 15

00000000

000000000

®®

®0

®®

®®0

H3510488 - DANIEL (DAN) C PARR 8/20/2019 12:30:07 PM

Title:Project Manager Print Name Signature Date

H0098833 - KEVIN F HANLON 8/20/2019 12:54:32 PM

Title:Engineer Print Name Signature Date

H3842891 - GERARDO CRUZ 8/19/2019 9:56:21 AM

Title:Drafting Print Name Signature Date

H0321425 - MARK BERKENBILE 8/19/2019 2:02:56 PM

Title:Construction Manager Print Name Signature Date

H7343523 - SEAN M SUNDAY 8/19/2019 2:16:15 PM

Title:QA Review Print Name Signature Date

Distribution

HID Name

H2945424 SM Leistritz

H0098833 KF Hanlon

H7518890 DA Thomas

H3510488 DC Parr

H5439758 KN Tran

H3842891 G Cruz

H0321425 MP Berkenbile

H7343523 SM Sunday

ECR-19-000982 00 4 of 15

ECR-19-000982 00 5 of 15

Facility IV odification Package Continuation PageReference Drawing

N/A

Sheet Number

N/A

Revision Number

N/A

Section Title

INFO-01

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REMOVE EXISTINGTHERMOSTAT OF AC-1 UNIT.

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36x36BOD = FF-F1'-0"

48x48EI(lYP 2PL)

DEMOLISH AND REMOVEEXISTING AC-1 UNIT,CONCRETE PAD, ANDASSOCIATED EXTERIOR ANDINTERIOR DUCTWORK. FORNEW AC-1 UNIT PLANSEE DWG-02 OF THIS ECR.

ECR-19-000982 00 6 of 15


H-6-15620

Sheet Number

01

Revision Number

01

Section Title

DWG-01

WAS.. I I I I I I I I II I L_ _ _J__ _ _J__ _ _J__ _ _J__ _ _J__ _ __I1 II I

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REGISTER, GRILLE, DIFFUSER SCHEDULE

SYMBOL TYPE SERVICE STYLE INSTALLATION MATERIAL COLOR DAMPER MAX NC MFR/MODEL ACCESSORIES/REMARKS

A GRILLE SUPPLY SINGLE DEFLECTION DUCT ALUMINUM WHITE YES 29 TITUS / 301 FL SINGLE DEFLECTION, 3/4" SPACING, BLADES PARALLEL TO LONG DIMENSION WITHOPTIONAL DAMPER, MOUNT DIRECTLY TO EXPOSED DUCT

B LOUVER INTAKE COMBINATION INTEGRAL FLANGE ALUMINUM RUSKIN/ELC6375D CLEAR ANODIZE FINISH. RUSKIN MODEL NO. GCA226, 120V, 2—POSITION ACTUATOR.

C GRILLE RETURN ZERO DEFLECTION SURFACE MOUNT ALUMINUM WHITE NO 35 TITUS / 350ZFL ZERO DEFLECTION, 3/4" SPACING, BLADES PARALLEL TO LONG DIMENSION

ECR-19-000982 00 7 of 15


H-6-15620

Sheet Number

01

Revision Number

01

Section Title

DWG-02

SeI I I I I I I I I-I I L__ __L___ __L_ _ __L_ _ _J__ _ _J__ _ _JI I

FOR HVAC GENERAL NOTES, SEE DWG-03

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SEE EXISTING WALL PENETRATE MUST BE MODIFIED TOIl0 CONDENSATE TANKS )=' I 36x36 C 9900 CFM '

ink COMPENSATE THE SIZE OF NEW DUCTWORK. MAXIMUMW H-6-15620-2Iw I— I 48x48 B 2PL)DUCT SUPPORT HANGER SPACING IS 5' FOR

(TYP t HORIZONTAL DUCTWORK AND 10' FOR VERTICAL

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LIH-6-15620-2

DUCTWORK, SEE DRAWING H-6-15620 SHEET 2 FORDUCTWORK MOUNTING DETAIL.

EH-6-15620-2 SCALE IN FEET

NOTE TO DRAFTER:

ECR - 1 9-000493 EF-1DO NOT

CONTROLLER 3 Q 3 9 feet INCORPORATE

REGISTER, GRILLE, DIFFUSER SCHEDULE

SYMBOL TYPE SERVICE STYLE INSTALLATION MATERIAL COLOR DAMPER MAX NC MFR/MODEL ACCESSORIES/REMARKS

A GRILLE SUPPLY SINGLE DEFLECTION DUCT ALUMINUM WHITE YES 29 TITUS / 301 FL SINGLE DEFLECTION, 3/4" SPACING, BLADES PARALLEL TO LONG DIMENSION WITHOPTIONAL DAMPER, MOUNT DIRECTLY TO EXPOSED DUCT

B LOUVER INTAKE COMBINATION INTEGRAL FLANGE ALUMINUM RUSKIN/ELC6375D CLEAR ANODIZE FINISH. RUSKIN MODEL NO. GCA226, 120V, 2— POSITION ACTUATOR.

C GRILLE RETURN ZERO DEFLECTION SURFACE MOUNT ALUMINUM WHITE NO 35 TITUS 350ZFL ZERO DEFLECTION, 3 4" SPACING, BLADES PARALLEL TO LONG DIMENSION

D GRILLE SUPPLY SINGLE DEFLECTION DUCT ALUMINUM WHITE YES 29 TITUS / 301 RLSINGLE DEFLECTION, 3/4" SPACING, BLADES PARALLEL TO LONG DIMENSION WITHOPTIONAL DAMPER, MOUNT DIRECTLY TO EXPOSED DUCT

AIR CONDITIONING SCHEDULENOMINAL TOTAL TOTAL SENSIBLE ELECTRICAL CHARACTERISTICS AMBIENT TEMP. (F)

FANUNIT DIMENSIONS (IN.)

SYMBOL MFG. MODEL AIR FLOWCFM

STATICPRESSUREIN W.C.

CAPACITY(MBH)

CAPACITY(MBH) VOLTAGE PHASE HERTZ MCA (A) DRY BULB WET BULB

EER IEER/SEER MOTORTPE

MOTOR(HP) CONFIGURATION

PLEATEDFILTER

REFRIGERANTCHARGE

WEIGHT(LBS) HEIGHT WIDTH LENGTH

AC-1 TRANE TSH300G4ROA3L 9990 0.75 286.97 286.12 460 3 60 55 80 67 10.0 12.40 BELTDRIVE 7.5 HORIZONTAL MERV-8 R-410A 3026 56 85 122

ECR-19-000982 00 8 of 15


H-6-15620

Sheet Number

01

Revision Number

01

Section Title

DWG-03

WAS:

NOTES

5:

NOTES HVAC GENERAL NOTES:

1. COORDINATE ALL WORK WITH THE RESPECTIVE CRAFTS INVOLVED. 1. COORDINATE ALL WORK WITH THE RESPECTIVE CRAFTS INVOLVED. 1. PROVIDE ALL MATERIAL, EQUIPMENT, AND INSTALL THE NEW HVAC SYSTEMAS INDICATED ON THE DRAWINGS. ALL INSTALLATIONS SHALL BE IN

2. ALL WORK TO BE PERFORMED IN A NEAT AND WORKMAN LIKE 2. ALL WORK TO BE PERFORMED IN A NEAT AND WORKMAN LIKE ACCORDANCE WITH ALL APPLICABLE CODES.MANNER. MANNER.

2. ALL DUCTWORK DIMENSIONS, ARE INTERNALLY CLEAR DIMENSION, AND DUCT3. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN 3. VERIFY EXISTING SPACE LIMITATIONS BEFORE FABRICATING SIZE'S SHALL BE INCREASED TO COMPENSATE FOR DUCT LINING THICKNESS.

COMPLIANCE WITH SMACNA STANDARD 15D FOR 1" W.C. DESIGN DUCTWORK.PRESSURE CLASS. 3. COMPLY WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS — METAL

4. MAKE INCREASE IN DUCT WIDTH OR DEPTH NO MORE ABRUPT AND FLEXIBLE" BASED ON 2—INCH PRESSURE CLASS. USE 22 GAUGE4. VERIFY EXISTING SPACE LIMITATIONS BEFORE FABRICATING

DUCTWORK.THAT 1 TO 7 UNLESS GUIDE VANES ARE USED, EXCEPT WHENOTHERWISE NOTED.

ALUMINUM SUPPLY AND RETURN DUCTWORK. DUCT SUPPORT'S SHALL BEPER SMACNA.

5. MAKE INCREASE IN DUCT WIDTH OR DEPTH NO MORE ABRUPT 5. COORDINATE ALL ELECTRICAL REQUIREMENTS WITH ELECTRICALTHAT 1 TO 7 UNLESS GUIDE VANES ARE USED, EXCEPT WHENOTHERWISE NOTED.

CONTRACTOR. ALL ELECTRICAL AND CONTROLS WIRING ANDCONDUIT BY ELECTRICAL CONTRACTOR.

4. INSTALL DUCT INSULATION LINER ON EXTERIOR DUCT IN ACCORDANCE WITHSMACNA, DUCT INSULATION SHALL BE A MINIMUM R-8 INSULATION. FIBROUSGLASS DUCT LINER IN ACCORDANCE WITH ASTM C1071, NFPA 90B.

6. VERIFY SPACE LIMITATIONS BEFORE FABRICATING AND INSTALLINGDUCTWORK. 5. ROUTE AND SUPPORT DUCTWORK IN APPROXIMATE LOCATION AS SHOWN.

FIELD ADJUSTMENT SHALL BE MADE AS DEEMED NECESSARY TO7. SEAL DUCTWORK WITH DUCT SEALING COMPOUND EQUAL TO BIDDLE ACCOMMODATE INSTALLATION, AS LONG AS THERE IS NO DEVIATION FROM

"AGUA—CRYLIC" SILCONIZED ACRYLIC SEALANT. SIZE AND FUNCTION. ATTACH HANGERS/SUPPORT TO PRIMARY BUILDING

8. COORDINATE ALL ELECTRICAL REQUIREMENTS WITH ELECTRICALSTRUCTURE.

CONTRACTOR. ALL ELECTRICAL AND CONTROLS WIRING ANDCONDUIT BY ELECTRICAL CONTRACTOR.

6. LOCATE THE THERMOSTAT AT LEAST 4'—O" (CENTER OF LINE) AFF.

9. HP-1 AND AC-1 FURNISHED BY OWNER. CONTRACTORRESPONSIBLE FOR LOCATING AND WIRING UNITS AND INSTALLING

7. PROVIDE ALL 90 DEGREE SQUARE ELBOW WITH TURNING VANES ASINDICATED ON THE DRAWINGS.

DUCTWORK. 8. ALL TRANSVERSE JOINT, LONGITUDINAL SEAM AND OUTDOOR DUCTWORK MUST

10. AIR COMPRESSORS, CONDENSATE TANKS, FILL STATIONS ANDBE SEALED PER ASHRAE DUCTWORK SEAL CLASS B.

STORAGE VESSELS FURNISHED BY OWNER AND SET IN PLACE BYCONTRACTOR.

9. CONDENSATE DRAIN PIPING SHALL BE FULL SIZE AS THE UNIT DRAINOUTLET.

NOTE TO DRAFTER:PLACE NOTE UNDERAIR CONDITIONING SCHEDULE

REMARKS

ENTERING DRYBULB TEMPERATURE: 80FENTERING WETBULB TEMPERATURE: 67FAMBIENT TEMPERATURE: 95FECONOMIZER & POWER EXHAUST COMBINATION PACKAGE,ULTRA LOW LEAK HORIZONTAL WITH RELIATEL CONTROLLERDIFFERENTIAL ENTHALPY SENSOR.ELECTRICAL JUNCTION BOX.FACTORY INSTALLED VARIABLE FREQUENCY DRIVESTANDARD CONDENSER COIL WITH HAIL GUARDFACTORY INSTALLED SMOKE DETECTORHIGH/LOW STATIC DRIVE KITS

10. THE LOCATION OF ALL THE ITEMS SHOWN ON THE DRAWINGS ARE NOTDEFINITE. ALL DIMENSIONS ARE APPROXIMATE. THE EXACT LOCATIONNECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BEDETERMINED BY SITE CONDITIONS AND SHALL BE APPROVED BY ENGINEERBEFORE INSTALLATION.

11. TESTING, ADJUSTING AND BALANCING SHALL BE IN ACCORDANCE WITHSMACNA STANDARD.

HVAC UNIT AC-1 SEQUENCE OF OPERATIONS:

HVAC UNIT CONTROL IS BY MANUFACTURER'S MICROPROCESSOR CONTROL.HVAC UNIT OPERATES WITH A SINGLE STAND—ALONE 7—DAY PROGRAMMABLETHERMOSTAT PROVIDING START/STOP, COOLING, AND FAN CONTROL. THERMOSTATIS TO BE A HONEYWELL T7350 OR ENGINEERING APPROVED EQUIVALENT.

HVAC UNIT SUPPLY FAN OPERATES CONTINUOUSLY TO MAINTAIN A TEMPERATURESET POINT OF 75F.

ECONOMIZER CONTROLLER TO CONTROL OUTSIDE AIR AND RETURN AIR MOTORIZEDDAMPER. OUTSIDE AIR IS PROVIDED TO MAINTAIN COOLING SET POINT WHENOUTSIDE AIR IS 60F OR LESS.

NOTE TO DRAFTER:DO NOTINCORPORATE

ECR-19-000982 00 9 of 15


H-6-15620

Sheet Number

02

Revision Number

NEW

Section Title

DWG-04

- W:

0 ®

12x12

14x14E1 550 CFM A

44x20

A

Co0

SECTIONH-6-15620-1 SCALE: NTS

STEEL ANGLE

0

12x12

14x14E1 550 CFM

24x20

A A

9'-0" BOD

SEE DETAIL

STEEL THREAD ROD

SEE DETAILS

NUT&WASHER ON BOTH SIDES(NON - CORROSIVE)

3/8"95 STEEL THREAD ROD

3/8"95 WASHERDIA/THREAD 3/8"-16 NUT

2"x2"x1/4" STEEL ANGLE

DETAIL(. B2

NOTE:

ALL STEEL SUPPORTS SHALL BE PAINTED WITH2 COATS OF ANTI-RUST PAINT AND 1 COATOF FINISHED COAT (WHITE) OR AS SPECIFIED.

SECTIONH-6-15620-1 SCALE: NTS

EXPANSION BOLT3/8" LENGTH 2"

3/8"0 STEEL THREAD ROD

DUCTWORK MOUNTING DETAIL SCALE: NTS

CO

Co

Co

Co

0GRADE

Co

13'-2 3/8"

0

Al

Co

FILL PIPE WITHGROUT, CROWN TOP

4" SCH 40 STEEL PIPEPAINTED SAFETY YELLOWOR BOLLARD PLASTICCOVER YELLOW, HDPE,MIN 1/8" THICK

COMPACTEDSUBGRADE

12" SONOTUBE FILLEDWITH 3000 PSICONCRETE

TYPICAL BOLLARDH-6-15620-1

#4 L-SHAPE REBAR24" X 24" TYP.AT ALL CORNERS

8" x 2'-0"FROST WALL ALLAROUND

8" CONC. SLAB

#4 REBAR© 12" O.C. E.W

25 TON HVAC UNIT0 CONCRETE PAD

H-6-15620-1 SCALE: NTS

SCALE: NTS

GRADE

#4 REBAR© 9" 0.C. E.W

9 5/8"

UNDISTURBEDSOIL

NOTES

1. FOR NOTES AND SCHEDULES, SEE SHEET 1.

2. FOR GENERAL AND CONSTRUCTION NOTES, SEE SHEET 3.

L3"x3"X3/8"x4"STEEL ANGLE

25 TONHVAC UNIT

GRADE

CONCRETEPAD

3/16TYP. 2PLACES

1/2"x5 1/2" KB-TZ SS304ANCHOR WITH 4" EMBEDMENT

ANCHOR DETAILH-6-15620-1 SCALE: NTS

8'-071 1 '-0"

6" STABILIZATIONMATERIAL

POLYETHYLENE VAPORBARRIER EXTENDED UNDERGRADE BEAM

CO

Co

co

LU

Co

CLR. COVE

Co

Co

(7)

ECR-19-000982 00 10 of 15


H-6-15620

Sheet Number

03

Revision Number

NEW

Section Title

DWG-05

\- W: GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE

(IBC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION.

2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS ANDCONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATIONAND/OR FIELD ERECTION. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BECALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS APPROVAL IS THERESPONSIBILITY OF THE CONTRACTOR.

3.

4.

CONTRACTOR IS TO PROVIDE A METHOD OF CONSTRUCTION WHICH WILL ALLOW FOR OWNER TO REMAINOPERATIONAL THROUGHOUT CONSTRUCTION WITH AS LITTLE DISRUPTION AS POSSIBLE.

ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION. CONTRACTOR TOCOORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIALTESTING.

5. THE DIMENSIONS, LOCATIONS, AND ELEVATIONS OF ANY EXISTING STRUCTURES WHICH RELATE TO OR INFLUENCESNEW CONSTRUCTION SHALL BE VERIFIED BY FIELD MEASUREMENT BY THE CONTRACTOR PRIOR TO PREPARATIONAND SUBMISSION OF CHECKED SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW.

6. PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE CONSTRUCTION SHALL BE THERESPONSIBILITY OF THE GENERAL CONTRACTOR.

7. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER UNDERGROUND INTERFERENCES.

8. DESIGN CRITERIA

BUILDING CODEBASIC WIND LOAD (3 SEC GUST)RISK CATEGORYSsS1SDSSD1BASE SHEAR, VWEIGHT OF HVACALLOWABLE BARING CAPACITY

CONSTRUCTION NOTES:

EARTH WORK:

IBC 2012115 MPHIII0.460.150.440.150.198 W3100 LBS1500 PSF

1. BACKFILL AND FILL MATERIAL: WELL GRADED AND UNIFORMLY MIXED SOIL WITHLARGEST PARTICLE BEING 3" IN GREATEST DIM & CONSISTING NOT MORE THAN 20%VOLUME.

2. STABILIZATION MATERIAL: CLEAN WASHED CRUSHED ROCK OF 5/8" MINUS.

3. EXCAVATION: UNLESS INSTRUCTED OTHERWISE BY OWNER REPRESENTATIVE PERFORMUNDERGROUND SCAN FOR BURIED UTILITIES IN THE AREA OF EXCAVATION. NOTIFYOWNER REPRESENTATIVE PRIOR TO BEGINNING OF EXCAVATION.

4. PREPARATION FOR BACKFILL AND FILL: ALLOW CONC TO CURE 72 HOURS (MIN)BEFORE BACKFILLING. DO NOT BACKFILL BY SLUICING OR FLOODING, & KEEP AREAFREE OF STANDING WATER.

5. BACKFILL AND FILL: PLACE AND COMPACT FILL, BACKFILL, AND STABILIZATION MATERIALTO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557.

6. FINISH GRADE: AFTER BACKFILLING IS COMPACTED, RESTORE SURFACE IN AREASDISTURBED BY WORK BY PLACING UNCOMPACTED 3 INCH COURSE OF STABILIZATIONMATERIAL.

CONSTRUCTION NOTES:

CONCRETE:

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.

2. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:ACI 117 - STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND

MATERIALS.ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE.ACI 302 - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.ACI 305 - HOT WEATHER CONCRETING.ACI 306 - COLD WEATHER CONCRETING.

3. UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE FOLLOWINGFINISHING TOLERANCES 1/8" GAP UNDER A 1C-0" STRAIGHT EDGE MEASURED AS PER ASTM E1155:

OVERALL FLATNESS NUMBER, Ff >20MINIMUM LOCAL FLATNESS NUMBER, Ff>15OVERALL LEVELNESS NUMBER, Fl > 15MINIMUM LOCAL LEVELNESS NUMBER, Fl>10

4. ALL CONCRETE FLOORS ARE TO BE WET CURED FOR 7 DAYS IMMEDIATELY AFTER PLACEMENT, ASPER THE RECOMMENDATIONS OF ACI 302 OR SPRAY WITH CURING COMPOUND.

5. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH ASTM SECTIONA615.

6. ALL DETAILING, FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL COMPLY WITH THEREQUIREMENTS OF THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETESTRUCTURES (ACI-SP - 66).

7. REINFORCEMENT LAP LENGTHS AND HOOK DIMENSIONS SHALL BE PER THE REINFORCEMENT TABLEUNLESS NOTED OTHERWISE.

8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: (MIN. COVERLISTED U.N .0.).(A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"(B) CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 THROUGH #18 BARS: 2"#5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2"

(C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:SLABS, WALLS, JOISTS #14 AND 18 BARS: 1 1/2"#11 BAR AND SMALLER: 3/4"BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2"SHELLS. FOLDED PLATE MEMBERS #6 BAR AND LARGER: 3/4"#5 BAR, W31 OR D31 WIRE, AND SMALLER: 1/2"

9. ALL EXPOSED CORNERS OF CONCRETE SHALL BE ROUNDED WITH A 1/2" DIAMETER EDGER.

10. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL.ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT.

11. PROPORTION AND DESIGN MIXES TO RESULT IN MAXIMUM CONCRETE SLUMP OF 5" AT POINT OFPLACEMENT AND NOT MORE THAN 8" WITH USE OF SUPERPLASTICIZER.

12. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS COMPLETE.IF THE POUR IS TO BE DISCONTINUOUS, CONTRACTOR SHALL USE CONSTRUCTION JOINTS, ASAPPROVED BY THE ENGINEER.

13. REPAIR ALL SURFACE DEFECTS INCLUDING TIE HOLES, MINOR HONEYCOMBING AND OTHER VISUALIRREGULARITIES WITH CEMENT MORTAR. MORTAR FOR PATCHING SHALL BE THE SAME COMPOSITIONAS THAT USED IN THE CONCRETE. PATCHING SHALL BE DONE AS SOON AS THE FORMS AREREMOVED.

14. CONCRETE SLAB FINISH: BROOM FINISH

15. CONCRETE TESTING: 5 TEST CYLINDERS AND TEST THEM FOR COMPRESSION AT 2 © 3-DAY AND 2CD 7-DAY AND 1 CD 28-DAYS.

ECR-19-000982 00 11 of 15

Facility IV odification Package Continuation PageSection Title

DWG-06Reference Drawing

H-6-15622

Sheet Number

01

Revision Number

02

WAS:

5KW UNITHEATER

1/2"0 CONDUIT

5KW UNITHEATER

1/2"0 CONDUIT

)-

LP-15

AA AA -'1,-°- AA

II II I I II

II II I I II

LP-13

)

LOUVRE

1

/ TO17.5 TON

AC17.5 TON

AC DISCONNECTRATED 60A

LP-15

-eAA -11-,,-EL

II II II I

II II I I II

LOUVRE

'Er' lirj lirj ̀ Er' ̀ 11j ̀ Er'LP-13

J )

LOUVRE TO25 TON

AC25 TON

AC DISCONNECTRATED 100A

LOUVRE

ECR-19-000982 00 12 of 15

Facility lvodification Package Continuation PageReference Drawing

H-6-15623

Sheet Number

01

Revision Number

01

Section Title

DWG-07

WAS:

Se

WIRE RUN LISTWIRE RUN

NO.NC. OFWIRES

SIZE OFWIRE

TYPE OFWIRE

FROM VIA TO WIRE NUMBERS

100 4 600KCMIL 1 WAV HOUR CT ENCLOSURE P100 MP-609J (MAIN) T3-A, -B, -C, -N

101 3--------:16 0 2 MP-6093 (CKT-2/4/6) P104, PE 17.5 TON AC DISCONNECT MP-609J-A1, -51, -Cl. -GND

102 3 1 2/ 6 2 MP-609J (04T-19121/23) NIPPLE OR FMC *MR T4 MP-609J-A2, -62, -02, -GND

103 3 1 1 4 2 MP-6C9J (CKT-20/22/74) P101 75 HP AIR COMPRESSOR MP-609J -A3, -B3 -C3, -GNI)

104 3 18__-------16 2 MP-609J (CKT-11315) P104, PB, P105 3 TON HEAT PUMP DISCONNECT MP-609J-A4, -B4, -C4, -GND

105 4 600KCMIL 2 XFMR Td NIPPLE OR FMC LP-509J (MAIN) T4-A, -B, -C, -N

106 4 10 2 UP-609J (CKT-1,3,5) P113, JB, P111 COMPRESSOR ROOM HEATER LP-6C9J-A 1 , -B1, -C1, -OND

107 3,----------:(14----------' 4 2 LP-609J (CKT-19,21,23) MTS, P102 40 HP COMPRESSOR LP-609J-A2, -132, -C2, -GND

108 3 8 2 LP-609J (CKT-2.4) P112 COMPRESSOR ROOM EMAUST FAN LP-60911-110, -N10, -GNU

109 3 12 3 LP-509J (CKT-7) P113, JB, P114 ANNUNCIATOR LP-809J-H7, -N7, -GND

110 6 16 4 40 HP COMPRESSOR P106, JB, P110 ANNUNCIATOR 401-IP-LOA , -2, 40HP-HT-1, -2, 2SP

111 6 16 4 75 HP COMPRESSOR p109, .1113, P110 ANNUNCIATOR 75HP-L0-1, -2, 7.51-1P-HT- , -2, 23P

112 a 12 3 LP-609J (C KT-8) P107 LIGHTS, BOTTLE FILL ROOM WEST LP-60SJ-1-18, -Nd. -GNI)

113 3 12 3 LP-509J (CKT-9) P106 LIGHTS, COMPRESSOR ROOM SOUTH LP-6C9J-H9, -NO, -GND

114 3 12 3 LP-609J (CKT-15) P106 LIGHTS, COMPRESSOR ROOM NORTH LP-609J-H15, -N15, -GND

115 3 12 3 LP-509J (CKT-16) P107 LIGHTS, BOTTLE FILL ROOM EAST LP-609J-1-116, -N16, -GND

116 3,-------- 1 >_----- 4 1 LP-609J (CKT-19,21,23; MIS, P103 40 HP MOBILE AIR COMPRESSOR RCPT LP-609J-A2, -132.. -C2, -GND

117 3 12 3 LP-509J (CKT-17) P 115 LOADING DOCK LIGHTS LP-6C9J-1-117, -N17, -OND

WIRE RUN LISTWIRE RUN

NO.NO. OFWIRES

SIZE OFWIRE

TYPE OFWIRE

FROM VIA TO WIRE NUMBERS

100 4 904rail, 1 WATT HOUR CT ENCLOSURE P100 M13,6081A.MEAN T3-A, -B, -C, -N

101 3/1( 4, 80 ) 2 MP-6091 (CRT-21416) P104, PB 1(--z-I25 TON AC DISCONNECT "C15-AC-1' MP-609J-A1,1,-C1,-GND'/ 4

102 3/1'--2. 0, r 2 MP-6091 (CKT-19/21123) NIPPLE OR EMC XF-MTht-re- MP-609J-A2,-R2,-C2,-.GNID

103 3/1 1, 40 2 MP-5091 (CKT-20/22/24) P101 75 H P AIR COMPRESSOR MP-639J-A3,-B3,-C3, GND

104 3/1 8, 10G 2 MP-6091 (CKT-1/3/5) P104, PB, P105 3 TON HEAT PUMP DISCONNECT MP-609J-A4,-R4,-C4,-GND

105 4 600KCMIL 2 XFMR T4 NIPPLE OR FMC LP-6091 (MAIN) T4-A, -B, -C, -N

106 4 10 2 LP-609J (CKT-1,3,5I P113,113, P111 COMPRESSOR ROOM HEATER EP-609J-A1,-B1,-C1,-GND

107 3/1 110, 40 2 LP-609J (CKT-19,21,23) MTS, P102 40 HP AIR COMPRESSOR 113-6093-A2, -B2, -C2, -GND

108 3 8. 2 LP-609J (ICKT-2,41 P112 COMPRESSOR ROOM EXHAUST FAN 1.13-609.1-H10,-N10,-GND

109 3 12 3 LP-609J (CXT-7) P113,113, P114 ANNUNCIATOR LP-6091-H7,-N7, -GNU

110 6 16. 4 75 HP COMPRESSOR P108,16, P110 ANNUNCIATOR 40H P-10-1, -2, 40HP-FIT-1, -2, 2SP

111 6 16. 4 75 HP COMPRESSOR P109, JR, P110 ANNUNCIATOR 70HP.-10-1, -2, 751-1P-HT-1, -2, 21P

112 3 12 3 LP-609J (CKT-8) P1097 LIGHTS, BOTTLE FILL ROOM WEST 1P-6091-H8,-N8, -GND

113 3 12 3 LP-609J (CKT-91 P106 LIGHTS, COMPRESSOR ROOM SOUTH EP-609J-H9,-N9, -GND

114 3 12 3 LP-609J (CXT-15) P106 LIGHTS, COMPRESSOR ROOM NORTH EP-609.1-H15,-N15, -GND

115 3 12 3 LP-609J (CXT-16) P107 LIGHTS, BOTTLE FILL ROOM EAST LP-6091-H16,-N16, -GND

116 3/1 110, 4G 1 LP-609J (CXT-19,21,23) MTS, P103 40 HP MOBILE AIR COMPRESSOR RCPT LP-6091-A2, -B2, -C2, -GNU

117 3 12 3 LP-609J (CXT-17) P115 LOADING DOCK LIGHTS 1.13-6091-H 1.7,- 817, -0 ND

CONDUIT SCHEDULECONOLI7

NO

CONDUITSIZE

WIRE RUN NUMBERS

P100 4'' 100

P101 1.6" 103

P102 1.6" 147

P103 1.5" 116

P104 1' 101,104

P105 314" 104P106 314" 113,114

P107 314" 112, 115

P105 314" 110

P109 3/4' 111

P110 314" 110, 111

P111 314" 106

P112 314" 108

P113 , 106, 109P114 314' 109

P115 314" 117

CONDUIT SCHEDULECONDUIT

NO

CONDUIT

SIZEWIRE RUN NUMBERS

P100 4' 100

P101 1.5' 103

P102 1.5" 137

P103 1 '' 116

P104 1.5"

c.....

101, 104

P105 134

P106 314' 113, 114

P107 3/4" 112, 115

P108 3/4' 110

P109 314' 111

P1 1 0 3/4' 110, 111

P111 3/4' 106

P112 314" 106

P113 1" 106, 109

P114 314" 109

P1 1 5 314' 117

ECR-19-000982 00 13 of 15

Facility Ivodification Package Continuation PageReference Drawing

H-6-18185

Sheet Number

01

Revision Number

01

Section Title

DWG-08

WAS:

REMOVE INCORRECT PANELSCHEDULE DUE TO ERROR INECR-18-001925 INCORPORATION

PANEL MFG: SEIMENS P4C60JX400ATS

PANEL TYPE (MODEL): P2

MAIN BRKR TYPE: SERIES KD

PANELBOARD: LP-609J LOCATION: 609J VOLTAGE: 208Y/120VAC, 3PH 4WFED FROM: MP-609J VIA XFMR T4 ONE LINE DWG NO: H-6-15095

FEEDER BRKR TYPE: KD

MAIN BRKR RATING (AIC): 35 KA

FEEDER BRKR RATING (AIC): 35 KANEMA TYPE: 1 [Z] MAIN BREAKEREl SURFACE MOUNT n LUGS ONLYIII FLUSH MOUNT El TOP III BOTTOM FEED

400 AMP BUS III PANELBOARD GROUNDAMP NEUT FAULT PROTECTION

BUS III OTHER400

I GROUND

REMARKS SCHEMENUMBER

WATTS/HPLOAD DESCRIPTION

SYSNO.

CKTNO.

25400

AI

---)

CI

30

CKTNO.

SYSNO. LOAD DESCRIPTION

WATTS/HP SCHEMENUMBER

REMARKSPH A PH B PH C PH A PH B PH C

COMPRESSORROOM

1,667 1,667 1,667 UNIT HEATER5KW

1

2

4

EXHAUST FAN #13 HP

1,118 1,119A AI

A ,----\•

6 BLANK20

n(---

• 20

SPARE 7 8LIGHTS AND EMERGENCYLTG RCPT BOTTLE ROOM 395 BOTTLE FILL ROOM

WEST20

n(---

20

COMPRESSOR ROOMSOUTH

360 LIGHTS COMPRESSOR ROOM 9 10 SPARE20

nnBOTTLE

20

COMPRESSOR ROOMSOUTH 540 RCPTS COMPRESSOR ROOM 11 12 RCPTS/LIGHTS BOTTLE ROOM 840 FILL ROOM

WEST20I---\

15I---\COMPRESSOR ROOM

NORTH 875 RCPTS/LIGHTS COMPRESSOR ROOM 13 14 RCPTS BOTTLE ROOM 720 BOTTLE FILL ROOMEAST15

I---\

20

I---\COMPRESSOR ROOMNORTH 240 LIGHTS AND EMERGENCY

LTG RCPT COMPRESSOR ROOM 15 16 LIGHTS BOTTLE ROOM 480 BOTTLE FILL ROOMEAST20

(---

•

LOADING DOCK 200 LIGHTS CANOPY NORTH 17 18 BLANK---306--•

I---\— •—•

SUB FEEDERCKT BRK 9,943 9,943 9,943 40 HP

AIR COMPRESSOR

19

21

23

I---\— —110

(---

SUBTOTAL12,350 12,210 12,485 TOTAL WATTS PHASE A:

TOTAL WATTS PHASE B:TOTAL WATTS PHASE C:

TOTAL:

14,308 SUBTOTAL

* See Panel Breaker Layout Detail.

1,958 1,599 1,115

13,80913,600

41,717

ECR-19-000982 00 14 of 15

Facility Ivodification Package Continuation PageReference Drawing

H-6-18185

Sheet Number

01

Revision Number

01

Section Title

DWG-09

Se

REPLACE WITH CORRECT PANEL SCHEDULE,PREVIOUSLY REMOVED DUE TO ERROR INECR-18-001925 INCORPORATION

PANEL MFG: SIEMEN P2E18JX400ATS

PANEL TYPE (MODEL): P4

MAIN BRKR TYPE: SERIES KD

PANELBOARD: MP-609J LOCATION: 609J

FED FRO12:25KVA XFMR T3VOLTAGE: 480Y/277VAC 3PH 4WONE LINE DWG NO: H-6-15095

FEEDER BRKR TYPE: N/A

MAIN BRKR RATING (AIC): 35 KA

FEEDER BRKR RATING (AIC): N/ANEMA TYPE: 1El SURFACE MOUNT0 FLUSH MOUNT

[Z] MAIN BREAKER0 LUGS ONLYEl TOP 0 BOTTOM FEED

400 AMP BUS 0 PANELBOARD GROUNDAMP NEUT FAULT PROTECTION

BUS 0 OTHER400

l GROUND

REMARKS SCHEMENUMBER

PHA

WATTS/HP

PH B PH CLOAD DESCRIPTION

SYSNO.

CKTNO.

400

30

AI)---

BI

--)

CI

70

CKTNO.

SYSNO. LOAD DESCRIPTION

WATTS/HP

PHA PH B PH C

SCHEMENUMBER

REMARKS

3 TONRATED 4,000 4,000 4,000 HEAT PUMP

1

3

5

2

4

6

AIR CONDITIONERAC-1 14,690 14,690 14,690 25 TON

RATED

I 8 I

IA IA

175

•

225

7

9

11

8

10

12

13

15

17

14

16

18

FEED TOLTG PNLBDLP-609J

13,190 14,927 13,592480/208-120

TRANSFORMER T4112.5KVACOMPRESSOR

19 11--\

21

23

20

22

24

75 HPAIR

C1

18,643 18,643 18,643SUB FEEDERCKT BRK

1 • 1AII • II

SUBTOTAL17,190 18,927 17,592 TOTAL WATTS

TOTAL WATTSTOTAL WATTS

PHASE A:PHASE B:PHASE C:

TOTAL:

50,514

*

SUBTOTAL

See Panel Breaker Layout Detail.

33,324 33,324 33,324

52,25150,916

153,681

ECR-19-000982 00 15 of 15

Facility N odification Package Continuation PageSection Title

DWG-10Reference Drawing

H-6-15095

Sheet Number

01

Revision Number

04

WAS:WIREWAY

25 KVA,120 VAC,60 HZ

WIREWAY

-J

12PNLBD, MP-609J

3P )

400 AF 400 AT

1 480/277

3P 100 AF

3P 100 AF

) 30 AT ,) 50 AT

....*----' 3-#8 AWG, ...„.„„--- 3-#6 AWG,1-#10 AWG GND 1-#10 AWG CND

13P I 1100A SW I3P

1

1 100A SWI1 I I 1L_ _ __I L_ _ _ _J

3 TONHEAT PUMP

17.5 TONAC

3P400 AF225 AT

75 HPCOMPRESSOR

10

3P

3—#1 AWG,1—#4 AWG GND

I

12

3P )

100 AF 3P

30 AT


r-

?25 KVA, I3P120 VAC,60 HZ

100A SW

3 TONHEAT PUMP

r-

113P 100A SWI I 75 HPL_ _ _J COMPRESSOR

3P )

400 AF400 AT

PNLBD, MP-609J 480/277


400 AF225 AT

10

3P
