W912QR24R0025_Plans-0003.pdf

US Army Corps of Engineers Louisville District

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GENERAL NOTES

A REFER TO SHEET E-001 FOR SYMBOLS AND GENERAL

NOTES AND E-002 FOR ABBREVIATIONS.

B REFER TO SHEET E-101 FOR EQUIPMENT LOCATION

C REFER TO SHEET E-702 FOR PV INVERTER REQUIREMENTS

KEYNOTES

1 NEMA 4X EMI SHIELDING ENCLOSURE FOR INVERTER

ENCLOSURE. SEE STRUCTURAL FOR PAD MOUNTING

INFORMATION.

2 PROVIDE EMI SHIELDING ON INVERTER ENCLOSURE TO

ATTENUATE HIGH FREQUENCY EMISSIONS BY 60 DB

MINIMUM

3 DOOR TO BE SHIELDED TO PROVIDE EMI ATTENUATION OF

60 DB MINIMUM

4 INVERTER 6 AND 7 ARE PART OF BID OPTION 2

5 INVERTER 5 IS PART OF BID OPTION 1.

6 INCLUDE PACKAGED BLOWER AS AC-02 AND SHIELDING

PANEL MOUNTED IN LOWER ACCESS AREA OF FRAME. 1400

CFM 1.3 KW

SCALE 1/2" = 1'-0"A1 INVERTER ENCLOSURE PLAN - FLOOR LEVEL

SCALE 3/4" = 1'-0"A5 INVERTER ENCLOSURE ELEVATION

SCALE 1/2" = 1'-0"E1 INVERTER ENLOSURE PLAN - TOP LEVEL

SCALE 3/4" = 1'-0"E5 INVERTER ENCLOSURE EXTERNAL

SCALE 1/2" = 1'-0"C1 INVERTER ENCLOSURE PLAN - MIDDLE LEVEL

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

Louisville District

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A REFER TO SHEET E-001 FOR SYMBOLS AND GENERAL

NOTES, E-002 FOR ABBREVIATIONS AND E-003 FOR

ONE LINE SYMBOLS.

B REFER TO SHEET E-700 FOR CABLE AND CONDUIT

SCHEDULE

C REFER TO SHEET E-112 FOR CONDUIT ROUTING

D REFER TO CALCULATION DOCUMENT FOR AMPACITY

CALCULATIONS

E PROVIDE (4) 1" INNERDUCTS IN EVERY 4"

COMMUNICATIONS DUCT INCLUDING SPARES.

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A REFER TO SHEET E-001 FOR SYMBOLS AND GENERAL

NOTES, E-002 FOR ABBREVIATIONS AND E-003 FOR

ONE LINE SYMBOLS.

B REFER TO SHEET E-700 FOR CABLE AND CONDUIT

SCHEDULE

C REFER TO SHEET E-112 FOR CONDUIT ROUTING

D REFER TO CALCULATION DOCUMENT FOR AMPACITY

CALCULATIONS

E PROVIDE (4) 1" INNERDUCTS IN EVERY 4"

COMMUNICATIONS DUCT INCLUDING SPARES.

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FOUNDATION NOTES

A. REFER TO THE GEOTECHNICAL REPORT LISTED IN NOTE B AND SPECIFICATIONS FOR GENERAL

REQUIREMENTS OF EARTHWORK, OVER EXCAVATION, SUBGRADE PREPARATION, FILL AND

COMPACTION, WATERPROOFING AND OTHER PERTINENT REQUIREMENTS AND INFORMATION.

B. FOUNDATION DESIGN IS BASED ON THE SITE-SPECIFIC GEOTECHNICAL INVESTIGATION PERFORMED BY MGV GEOTECHNICAL GROUP, PSC AND REPORT TITLED "GEOTECHNICAL INVESTIGATION REPORT FOR PROPOSED PRAR ERCIP MICROGRIDS AT PESQUERA RESERVE CENTER JUANA DIAZ, PUERTO RICO", REPORT NO. 2304, DATED MAY 18, 2023 AND SUPPLEMENTAL CORRESPONDANCE WITH GEOTECHNICAL

ENGINEER.

C. SHALLOW FOOTINGS ARE DESIGNED USING AN ALLOWABLE NET BEARING PRESSURE OF 2500 PSF FOR FOOTINGS FOUNDED APPROXIMATELY TWO (2) FEET BELOW EXISITING GRADE. LATERAL SLIDING

RESISTANCE - COEFFICIENT OF FRICTION = 0.35.

D. EQUIPMENT PADS ARE DESIGNED USING A MODULUS OF SUBGRADE REACTION OF 42 PCI.

E. EARTHWORK: ALL DEBRIS, VEGETATION AND TOPSOIL CONTAINING ORGANIC MATERIALS SHALL BE

CLEARED AND GRUBBED FROM THE BUILDING SITE. AFTER REMOVAL OF VEGETATION ANF

EXCAVATION, THE EXPOSED SURFACE SHALL BE PROOF ROLLED AND ANY SORT OF COMPRESSIBLE MATERIAL SHALL BE REMOVED OR IMPROVED BY DENSIFICATION AS RECOMMENDED FOR COMPACTED

FILL BELOW FOUNDATIONS. AFTER COMPLETION OF PROOF ROLLING THE SURFACE SHALL BE

SCARIFIED FOR A MINIMUM DEPTH OF SIX (6) INCHES AND RECOMPACTED AS PER COMPACTION NOTE.

1. COMPACTION: SELECT FILL REQUIRED BENEATH THE FOUNDATIONS MUST BE PLACED IN SIX (6) TO EIGHT (8) INCH THICK LOOSE LIFTS AND COMPACTED TO A MINUMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY AT -2% TO +3% OF ITS OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE STANDARD

PROCTOR METHOD, ASTM SPECIFICATION D-1557. THE SOILS ENGINEER MUST DETERMINE THE

DENSITY OF THE FILL MATERIAL AFTER THE COMPACTION OF EACH TWELVE (12) INCHES LAYER, AND

THE CONTRACTOR MUST NOT PLACE ANY ADDITIONAL FILL UNTIL THE PRECEEDING COMPACTED

LAYER HAS BEEN FOUND TO FULFILL THE FILL AND COMPACTION REQUIREMENTS.

2. SELECT FILL: SELECT FILL MUST BE USED TO OBTAIN ROUGH GRADE OF FOUNDATIONS BELOW STRUCTURES. FILL AND/OR BACKFILL MUST RESEMBLE THE CHARACTERISTIC OF AN A-2-4 (AASHTO

SOIL CLASSIFICATION SYSTEM), OR BETTER.

F. PROTECT PIPES AND CONDUITS RUNNING THRU WALLS AND SLABS WITH 1/2 INCH EXPANSION MATERIAL. LOWER CONTINUOUS FOOTINGS AND GRADE BEAMS PERPENDICULAR TO PIPE RUNS, TO

ALLOW PIPES TO PASS ABOVE THE FOOTINGS OR THOUGH THE GRADE BEAMS. ALTERNATIVELY,

PROVIDE A CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW THE FOOTINGS AND GRADE BEAMS. LOWER FOOTINGS AND GRADE BEAMS PARALLEL TO PIPE RUNS TO AVOID SURCHARGE

ONTO ADJACENT TRENCH EXCAVATIONS.

G. MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.

H. ARRANGE FOR INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL OPERATIONS, AND PERFORM FIELD DENSITY AND MOISTURE CONTENT TESTS TO VERIFY COMPACTION AND APPROVE

FOOTING SUBGRADE PRIOR TO PLACING CONCRETE.

I. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.

J. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY

FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES.

K. KEEP OPEN EXCAVATIONS AROUND BUILDING DRY. BACKFILL AGAINST FOUNDATIONS AND GRADE BEAMS AS SOON AS PRACTICAL. PUMP WATER OUT OF OPEN EXCAVATIONS IF FLOODING PRIOR TO

BACKFILLING.

L. REFER TO CIVIL DRAWINGS FOR LIMITS OF EXCAVATIONS.

A. BUILDING AND DESIGN CODES:

1. IBC INTERNATIONAL BUILDING CODE (2021) AS AMENDED BY UFC 1-200-01 AND BUILDING CODE OF

PUERTO RICO.

2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED

CRITERIA FOR BUILDINGS AND OTHER STRUCTURES.

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION, 15TH

EDITION.

4. ANSI/AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND CODE OF STANDARD

PRACTICE.

5. ACI 318-14; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

6. CRSI MANUAL OF STANDARD PRACTICE, THE LATEST EDITION ADOPTED BY GOVERNING CODES.

7. AISC 303-16 – CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

8. AMERICAN WELDING SOCIETY (AWS) D1.1-2015.

9. AISC 341-16, SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS.

10. UFC 1-200-01 –DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 01 SEPTEMBER 2022.

11. UFC 3-301-01 – STRUCTURAL ENGINEERING, 01 OCTOBER 2019, WITH CHANGE 1 DATED 04

FEBRUARY 2022.

12. UFC 4-010-01 – DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, (12 DECEMBER 2018, WITH CHANGE 1 DATED 19 AUGUST 2020).

13. UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS).

B. DESIGN LOADS (SOURCE FOR WIND, SNOW, AND SEISMIC DESIGN CRITERIA: ASCE 7 HAZARD TOOL - https://asce7hazardtool.online/):

1. DEAD LOADS:

a. DESIGN DEAD LOADS INCLUDE THE SELF-WEIGHT OF STRUCTURAL COMPONENTS AND

PERMANENT FIXTURES IN ADDITION TO THE SUPERIMPOSED DEAD LOADS.

b. SUPERIMPOSED DEAD LOADS - 14 PSF (CARPORTS), 10 PSF (ECC STRUCTURE)

c. EQUIPMENT LOADS -LOADING FOR MECHANICAL EQUIPMENT EXCEEDING 500 LBS PER PIECE

ARE BASED ON THE WEIGHTS GIVEN BELOW. ANY CHANGES IN THE TYPE, SIZE, LOCATION,

OR NUMBER OF PIECES OF EQUIPMENT SHOULD BE REPORTED TO THE EOR FOR

VERIFICATION OF THE ADEQUACY OF SUPPORTING MEMBERS PRIOR TO THE PLACEMENT OF

EQUIPMENT.

EQUIPMENT FOOTPRINT (IN x IN) WEIGHT (LBS)

DIESEL GENERATOR & ENCLOSURE 141 x 58 7,640

FUEL STORAGE TANK 211 x 96 80,500

DIESEL EXHAUST FLUID STORAGE TANK 66 x 48 8,000

AND ENCLOSURE

ELECTRICAL CONTROL CENTER (ECC) 162 x 48 4,400

BATTERY ENERGY STORAGE SYSTEM 120 x 96 11,700

75 kVA TRANSFORMER 64 x 12 2,350

150 kVA TRANSFORMER 40 x 33 1,550

2. LIVE LOADS - 20 PSF UNREDUCIBLE (CANOPIES), 20 PSF REDUCIBLE (ECC STRUCTURE)

3. WIND LOADS:

a. PERSONAL VEHICLE CARPORT

b. RISK CATEGORY: II

c. ENCLOSURE CLASSIFICATION: OPEN

d. BASIC WIND SPEED (ULTIMATE - 3 SECOND GUST): Vult = 164 MPH

e. SERVICE WIND SPEED: Vasd = 127 MPH

f. EXPOSURE CATEGORY: C

g. INTERNAL PRESSURE COEFFICIENT, GCpi: +/- 0

h. TOPOGRAPHICAL WIND FACTOR, Kzt: 1.0

COMPONENT AND CLADDING PRESSURES:

a. PERSONAL VEHICLE CARPORT

GENERAL NOTES GENERAL NOTES CONT

4. SNOW LOADS:

a. GROUND SNOW LOAD - Pg = 0 PSF

5. SEISMIC LOADS:

a. RISK CATEGORY - II

b. SEISMIC IMPORTANCE FACTOR - I = 1.0

c. MAPPED SPECTRAL RESPONSE ACCELERATIONS - Ss = 0.987 g, S1 = 0.378 g

d. SITE CLASS - C

e. SPECTRAL RESPONSE COEFFICIENT - Sds = 0.790 g, Sd1= 0.378 g

f. SEISMIC DESIGN CATEGORY - D

g. BASIC SEISMIC FORCE RESISTING SYSTEMS:

PERSONAL VEHICLE CARPORTS = STEEL ORDINARY CANTILEVERED COLUMN SYSTEM

i. RESPONSE MODIFICATION FACTOR - R = 1.25

ii. SEISMIC RESPONSE COEFFICIENT - Cs = 0.632

iii. DESIGN BASE SHEAR - V = 0.632W

ECC STRUCTURE = BEARING WALL SYSTEM, SPECIAL REINFORCED CONCRETE SHEAR WALLS

i. RESPONSE MODIFICATION FACTOR - R = 5

ii. SEISMIC RESPONSE COEFFICIENT - Cs = 0.158

iii. DESIGN BASE SHEAR - V = 0.158W

6. FIRE RATING

a. STRUCTURES SUPPORTING SOLAR PANELS NOT DESIGNED TO HAVE A UL RATING.

7. UFC 1-200-01 ENVIRONMENTAL SEVERITY CLASSIFICATION: C5

C. GENERAL REQUIREMENTS:

1. SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST

BE USED IN CONJUNCTION WITH THE DRAWINGS.

2. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK OR FABRICATING MATERIALS. NOTIFY GOVERNMENT OF DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE OF

WORK.

3. VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, AND WALL OPENINGS.

4. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.

5. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY

WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY GOVERNMENT OF

CONFLICTS REGARDING APPLICABILITY OF "TYPICAL DETAILS".

6. DO NOT LOAD THE SLAB ON GRADE OR SUPPORTED SLAB WITH ERECTION CRANES OR ERECTION

EQUIPMENT. THE SLABS HAVE NOT BEEN DESIGNED FOR CRANE LOADS AND WILL REQUIRE AN

INCREASE IN THICKNESS AND/OR REINFORCEMENT. OBTAIN GOVERNMENT APPROVAL ON PROPOSED

CRANE SUPPORT PLAN FOR SLABS PRIOR TO COMMENCING WORK.

7. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED FLOORS/ROOFS IN

EXCESS OF 80 PERCENT OF LIVE LOAD. GENERAL CONTRACTOR WILL ENSURE THAT ALL SUB-

CONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS. AVOID IMPACT WHEN PLACING

MATERIALS ON POURED OR ERECTED FLOORS OR ROOF.

8. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE

CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. PROVIDE ALL

MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING

CONSTRUCTION; INCLUDING BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE

BUILDING, FORMS AND SCAFFOLDING, SHORING OF RETAINING WALLS AND OTHER TEMPORARY

SUPPORTS AS REQUIRED.

9. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS. EXAMINE THE

ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS AND PROVIDE FOR

REQUIRED OPENINGS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT. VERIFY SIZE AND LOCATION OF OPENINGS WITH THE MECHANICAL CONTRACTOR. DEVIATIONS FROM THE OPENINGS

SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED PRIOR TO IMPLEMENTING THE

CHANGES.

10.DO NOT CUT OR DRILL THROUGH EXISTING REINFORCING. X-RAY TO LOCATE REINFORCING AT

LOCATIONS REQUIRING CUTTING OR CORING PRIOR TO START OF CONSTRUCTION. SUBMIT

REINFORCEMENT LOCATION IN CONFLICT WITH DRAWINGS FOR GOVERNMENT REVIEW.

US Army Corps of Engineers Louisville District

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> 36 SF 64.8 PSF -58.2 PSF 64.8 PSF -58.2 PSF 64.8 PSF -58.2 PSF

> 9, ≤ 36 SF 97.3 PSF -88.8 PSF 97.3 PSF -88.8 PSF 64.8 PSF -58.2 PSF

≤ 9 SF 129.7 PSF -174.7 PSF 97.3 PSF -88.8 PSF 64.8 PSF -58.2 PSF

EFFECTIVE WIND AREA ZONE 3 ZONE 2 ZONE 1

CANOPY ON GRIDLINE E - C&C WIND PRESSURE, PSF

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A. PROVIDE CONCRETE AS SHOWN BELOW. PROVIDE BATCH MIXING, TRANSPORTATION, PLACING AND CURING OF CONCRETE IN ACCORDANCE WITH RECOMMENDATIONS OF ACI 301, ACI 318 AND

ASTM C94. USE TYPE II OR TYPE V PORTLAND CEMENT UNLESS OTHERWISE NOTED. BLENDED

CEMENT CONFORMING TO ASTM C595 TYPE IP OR TYPE IS INCLUDING THE REQUIREMENT FOR

MORTAR EXPANSION AND SULFATE SOUNDNESS AND CONSIST OF A MIXTURE OF ASTM C150 TYPE

II CEMENT ARE ACCEPTABLE. PROVIDE ADMIXTURES AND SPECIAL REQUIREMENTS AS

SPECIFIED.

1. ALL CONCRETE:

a. NORMAL WEIGHT (145 PCF)

b. f'c = 5,000 PSI CONCRETE AT 28 DAYS

c. MAXIMUM WATER/CEMENT RATIO = 0.40

d. MAXIMUM AGGREGATE SIZE = 3/4"

e. AGGREGATE CLASS DESIGNATION 1N (ASTM C33)

f. MAXIMUM DESIGN SLUMP = 4" (WITHOUT SUPERPLASTICIZERS), 8" (WITH SUPERPLASTICIZERS)

g. MAXIMUM CHLORIDE CONTENT = 0.15%

h. EXPOSURE CATEGORIES = F0, S1, W1, C2. REFER TO ACI 318 CHAPTER 19 FOR DEFINITIONS OF

EXPOSURE CATEGORIES.

B. PROVIDE CONCRETE MIXES DESIGNED BY A QUALIFIED TESTING LABORATORY FOR REVIEW AND

APPROVAL BY THE GOVERNMENT.

C. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED ON DRAWINGS. HORIZONTAL

CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED OR APPROVED BY

GOVERNMENT. NOTIFY GOVERNMENT OF PROPOSED CONSTRUCTION JOINT OR CONTROL JOINT

LOCATIONS WHICH ARE DIFFERENT OR IN ADDITION TO JOINTS INDICATED ON DRAWINGS.

PROVIDE 6,000-SQUARE FOOT MAXIMUM AREA OF CONCRETE PLACEMENT IN THE SLAB BETWEEN

CONSTRUCTION JOINTS. PROVIDE 75-FOOT MAXIMUM SPACING OF CONSTRUCTION JOINTS IN

GRADE BEAMS. PROVIDE GRADE BEAM CONSTRUCTION JOINTS IN MIDDLE 1/3 OF THE SPAN. WHEN A BEAM INTERSECTS A GIRDER WITHIN THE MIDDLE 1/3 OF THE GIRDER'S SPAN, OFFSET THE

JOINT IN THE GIRDER A DISTANCE EQUAL TO TWICE THE WIDTH OF THE BEAM.

D. CHAMFER EXPOSED EDGES 3/4 INCH UNLESS OTHERWISE NOTED.

E. WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE.

CONCRETE NOTES

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SPILL CONTAINMENT PAD

(TRILINEAR SIDEWALLS)

3' UP/3' DOWN

ENTRY RAMP

DRAIN PORT (TYP)

NOTE: CAP UNUSED DRAIN PORTS WITH DRAIN PLUG

FILTER BERM

42'-6"

12'-6"

1'-6"

3'-0" 3'-0"

CIRCUIT

BREAKER/

DISCONNECT

ACCESS PANEL

EXHAUST AIR

CONDENSER

AIR OUTLET

SIDE WALL MOUNTING

BRACKETS (TYP)

SUPPLY AIR OPENING

RETURN AIR OPENING

FILTER BEHIND

CONTROL PANEL

DOOR

OPTIONAL

ELECTRICAL

ENTRANCE

RIGHT SIDE VIEW

VENTILATION

AIR

CONDENSER

AIR INLET

DRAIN

CLEAR ZONE TO

AVOID

INTERFERENCE

WITH COPPER

TUBING (TYP)

BUILT IN RAIN

HOOD 4 PITCH

HIGH VOLTAGE

ELECTRICAL

ENTRANCE

LOW VOLTAGE

ELECTRICAL

ENTRANCE

INSULATION

PROTECTION

SHIELD

PIPE SADDLE

ADJUSTER STEM

3" PIPE (LENGTH AS

REQUIRED)

FLOOR FLANGE

EXPANSION

BOLT

3' x 4' REINFORCED

CONCRETE

FOUNDATION

2"

SOLID

INSUALTION

BOTTOM

4'-0"

EQ EQ

#4 @ 12" OC, EW

NOTES

1. DOUBLE WALL PIPE MANUFACTURER WILL PROVIDE PIPE SECTIONS

DETAILED FOR EVERY MONITORING POINT.

2. PIPE MANUFACTURER WILL APPLY CORROSION RESISTANT COATING FOR

ALL PIPE MONITORING SECTION EXPOSED TO THE TO THE ENVIRONMENT.

CONTAINMENT PIPE

PRODUCT PIPE

6" APPROX.

WIRE

CONNECTION BOX

SEALTIGHT 1" CONDUIT

DETECTION WELL BY PIPE

SYSTEM PROVIDER

SENSOR PLUG

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E1 TRUCK UNLOADING SPILL CONTAINMENT PAD

SCALE NOT TO SCALE

B2 WALL-MOUNTED AC UNIT (AC-1)

SCALE NTS

B7 PIPE SUPPORT DETAIL

SCALE NTS

B8 LEAK DETECTION WELL DETAIL

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SHOWN. ANCHORED TO ASPHALT.

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NON-SKID SURFACE FLOOR PLATE MADE OF 1/4''

CARBON STEEL.

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PUMP SCHEDULE

DESCRIPTION LOCATION

MOTOR DATA

HP VOLT/PHASE/FREQ

PUMP DATA

TYPE FLOW (GPM) HEAD (FT)MARK

115/1/604 80SUBMERSIBLE PUMP 1/2

105 3/4"ABOVEGROUND BULK STORAGE DOUBLE WALL FUEL OIL TANKAST-01

SERVICE

4,000 GAL

CAPACITY

NOMINAL DIMENSIONS

211"

DESIGN

PRESSURE

ATMOSPHERIC

SHELL MATERIAL NOTES

FPS-01 4 1 1

FLOWRATE GPM NOTESCOALESCER QUANTITY

HEIGHT WIDTH LENGTH

96 1/2"

SEPARATOR QUANTITY

STORAGE TANK SCHEDULE

FUEL POLISHING SYSTEM SCHEDULE

MARK

MARK

NOTES:

1. PROVIDE WITH INSTALLATION KIT AND DIFFERENTIAL PRESSURE SWITCH.

2. ASME RATED PRESSURE VESSEL WITH MANUFACTURER RECOMMENDED RELIEF VALVES.

3. PACKAGE INCLUDES 1/3 HP FUEL PUMP WITH 16 FT. HEAD.

REINFORCED CONCRETE

ALL

DIESEL EXHAUST FLUID PUMP DEFT-01DEFP-01

DG-01 SITE

LOCATION

ALTERNATOR

FREQUENCY GEN SET POWER

343 kVA

NOTES

771 °F

TEMPERATURE

DUTY/CAP

STANDBY/275 KW

FUEL

#2 FUEL OIL

FUEL

CONSUMPTION

100% LOAD

21 GAL/HR

NOx CO HC

0.5 g/bhp-hr

PM

MAX. EXHAUST EMISSIONS EXHAUST

STACK

COMBUSTION

AIR INLET

FLOW RATE

649 SCFM

GENERATOR SCHEDULE

UNIT NO.

NOTES:

1. 90.5 dB(A) ENCLOSURE SOUND RATING

2. PROVIDE EXHAUST TESTING PORT FOR EMISSIONS VERIFICATION.

3. 30 GAL. DEF STORAGE TANK.

4. TIER 4 CERTI

1,2,3,4

NOTES:

1. UL 2085 PROTECTED.

2. DEF SKID MANUFACTURER PROVIDED IN PREPACKAGED SYSTEM, REFER TO SPECIFICATIONS FOR DEF SKID INFORMATION.

3. TANK MANUFACTURER TO PROVIDE SINGLE CONTROL CABINET TO INCLUDE LEAK DETECTION, POLISHING CONTROLLER, AND FUEL CONTROLLER.

85"DIESEL EXHAUST FLUID STORAGE TANK WITIHIN DEF ENCLOSURE 330 GAL 66" ATMOSPHERIC48" HIGH DENSITY POLYETHYLENEDEFT-01

2.6 g/bhp-hr 0.14 g/bhp-hr 0.02 g/bhp-hr

115/1/604 80SUBMERSIBLE PUMP 1/2DIESEL EXHAUST FLUID PUMP DEFT-01DEFP-02

RG-1 780 30

NOTES:

1. NECK SIZE / DUCT SIZE CONNECTION TO BE THE SAME.

CFM NECK SIZESERVICE FACE SIZE

GRILLE SCHEDULE

MARK

RETURN

W (IN.) H (IN.) W (IN.) H (IN.)

MAX NC NOTES

13016 29.88 15.88

SG-1 780 30SUPPLY 13010 29.88 9.88

AC-1 ECC ENCLOSURE ECC ENCLOSURE 1544 43.210.3 33.34 PACKAGED 80/67 60/58.3 AXIAL 1/3 208/3 25.52" 42" 84.88" 51020

NOTES:

1. PROVIDE SPECIAL COATING TO COMPONENTS EXPOSED TO SALT LADEN ENVIRONMENT.

NOTES:

1. PUMP PROVIDED BY DEF SKID MANUFACTURER.

NOTES

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MARK LOCATION SERVICE

SUPPLY

AIRFLOW

(CFM)

E.S.P. (IN.

W.C.)

TOTAL

CAPACITY

(MBH)

SENSIBLE

CAPACITY

(MBH)

DX COOLING COIL BLOWER ELECTRICAL MAX UNIT SIZE (IN)

MAX UNIT

WEIGHT

(LBS) NOTESTYPE

EAT

(DB/WB)

°F

LAT

(DB/WB) °F TYPE

MOTOR

HP

VOLT/

PHASE FLA LENGTH WIDTH HEIGHT

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