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GENERAL NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES, CONTRACT DRAWINGS, SPECIFICATIONS AND THE SCOPE OF WORK IN A TIMELY MANNER AND WITHIN A CONSTRUCTION SCHEDULE SET FORTH.

2. ALL CONFLICTS AND ITEMS FOR CLARIFICATION BETWEEN THE DRAWINGS OF THE ARCHITECT, THE ENGINEERS AND ANY SPECIAL CONSULTANT SHALL BE BROUGHT TO THE ATIENTION OF THE CCJV PRIOR TO PROCEEDING WITH PRICING OR CONSTRUCTION.

11

3. THE SUBCONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS "CONSTRUCTIBLE" AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ISSUES, THE SUBCONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM CCJV BEFORE PROCEEDING WITH THE WORK IN QUESTION OR ANY OTHER RELATED WORK.

4. ALL DIMENSIONS ARE MEASURED TO THE EDGE OF WALL OR CENTER LINES OF COLUMNS. USE FIGURE DIMENSIONS, DO NOT SCALE THE DRAWINGS.

5. DIMENSIONS ARE IN THE IMPERIAL SYSTEM.

6. ALL WORK SPECIFIED IN THE DRAWINGS OR DOCUMENTS SHALL BE DONE WITH ACCURACY AND THE COLORS MUST BE APPROVED BY THE OWNER.

7. SEE THE LIST OF SCHEMATIC DRAWINGS AND THE SCOPE OF WORK DOCUMENTS, ALL OF WHICH ARE PART OF THE PROPOSED WORK.

8. ALL TRADES SHALL COORDINATE WORK, MATERIAL DELIVERIES AND SUPPLIES WITH OTHER TRADES TO INSURE PROPER SEQUENCE OF CONSTRUCTION AND PREVENT DAMAGE AND ANY REWORK CONSTRUCTION.

9. ALL MATERIALS AND CONSTRUCTION SHALL BE PROTECTED AS REQUIRED BY THE MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE SPECIFICATIONS.

10. DOORS, FRAMES AND LOUVERS TO BE STEEL GALVANIZED AND PAINTED. COLOR BY OWNER.

11. EXHAUST FANS, ROOF VENTS, AND ALL HVAC EQUIPMENT MUST BE CORROSION PROTECTED.

12. WHEN ADJACENT ROOMS HAVE DISSIMILAR FLOOR FINISHES AND DOOR IN BETWEEN ROOMS, THE FLOOR FINISHES SHALL CHANGE AT THE DOOR CENTERLINE.

13. WHEN PARTITIONS EXTEND TO THE UNDERSIDE OF THE METAL ROOF, FILL VOIDS BETWEEN THE METAL ROOF PANELS AND THE TOPS OF PARTITIONS WITH PLASTER. FOR FIRE RATED PARTITIONS USE DOW CORNING FOAM OR SIMILAR MATERIAL.

14. ALL PENETRATIONS THRU FIRE RATED PARTITIONS SHALL BE SEALED WITH FIRE STOP DOW CORNING OR SIMILAR.

- EXISTIGN 770 ADMIN BUILDING 42,380 SF TOTAL 1 ST FLOOR: 21, 190 2ND FLOOR: 21, 190

AFFECTED AREA FOR RENOVATIONS 1 ST FLOOR: 3,689 2ND FLOOR: 1,992

OCCUPANCY: BUSINESS

PROJECT DATA

BUILDING TYPE: llB PARTIALLY SPRINKLED (SECURITY 1 ST LEVEL) (WAREHOUSE AREA 1 ST LEVEL)

CODE: IBC 2012 NFPA 101

, 3 4 5 6 7 11

12

12

13 14 15 16 17 16 19 21 22 23 24 25 26 27

ALTERATIONS TO EXISTING ADMINISTRATION BUILDING

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DRAWING INDEX

DRAWING NUMBER

EXISTING ADMIN BUILDING KEY PLAN

184440-CAM-ARH-DWG-720010

184440-CAM-ARH-DWG-720011

184440-CAM-ARH-DWG-720012

184440-CAM-ARH-DWG-720013

184440-CAM-ARH-DWG-720014

184440-CAM-ARH-DWG-720015

184440-CAM-ARH-DWG-720016

184440-CAM-ARH-DWG-720017

184440-CAM-ARH-DWG-720018

184440-CAM-ARH-DWG-720019

184440-CAM-ARH-DWG-720020

184440-CAM-ARH-DWG-720021

184440-CAM-ARH-DWG-720022

184440-CAM-ARH-DWG-720023

184440-CAM-ARH-DWG-720024

184440-CAM-ARH-DWG-720025

184440-CAM-ARH-DWG-720026

184440-CAM-ARH-DWG-720027

184440-CAM-ARH-DWG-720028

184440-CAM-ARH-DWG-720029

184440-CAM-ARH-DWG-720030

184440-CAM-ARH-DWG-720031

184440-CAM-ARH-DWG-720032

184440-CAM-ARH-DWG-720033

184440-CAM-ARH-DWG-720034

184440-CAM-ARH-DWG-720035

184440-CAM-ARH-DWG-720036

184440-CAM-ARH-DWG-720037

184440-CAM-ARH-DWG-720038

184440-CAM-ARH-DWG-720039

184440-CAM-ARH-DWG-720040

184440-CAM-ARH-DWG-720041

184440-CAM-ARH-DWG-720042

184440-CAM-ARH-DWG-720043

184440-CAM-ARH-DWG-720044

184440-CAM-ARH-DWG-720045

184440-CAM-ARH-DWG-720046

184440-CAM-ARH-DWG-720047

184440-CAM-ARH-DWG-720048

13

REV DESCRIPTION OWN CHKD APPVD DATE REV DESCRIPTION DWN CHKD APPVD DATE

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 184440

14 15 16 17 18 19 21 22 23 24 27

28 29 30 31

TITLE GENERAL NOTES, KEY PLAN AND DRAWING INDEX

NOT USED

1 ST FLOOR DEMOLITION PLAN

2ND FLOOR DEMOLITION PLAN

1 ST FLOOR PLAN

2ND FLOOR PLAN

1 ST FLOOR REFLECTED CEILING PLAN

2ND FLOOR REFLECTED CEILING PLAN

DOOR SCHEDULE AND DETAILS

ENLARGED PLANS

PARTITION TYPES AND DETAILS

FINISH SCHEDULE

NOT USED

MECHANICAL NOTES, LEGEND, AND SPECIFICATIONS

32

CONTROL & EXERCISE ROOM HVAC DEMOLITION PLANS

CONTROL & EXERCISE ROOM HVAC NEW WORK FLOOR PLAN

GUARD AREA HVAC DEMOLITION PLAN

GUARD HOUSE HVAC NEW WORK FLOOR PLAN

MECHANICAL SCHEDULES

MECHANICAL DETAILS SHEET 1

MECHANICAL DETAILS SHEET 2

PLUMBING NOTES, LEGEND, SCHEDULES AND SPECIFICATIONS

PLUMBING DETAILS

33 34

JANITOR CLOSET SANITARY SEWER DEMOLITION AND NEW WORK FLOOR PLAN

JANITOR CLOSET PLUMBING DEMOLITION AND NEW WORK FLOOR PLAN

ELECTRICAL NOTES & LEGEND

ELECTRICAL SPECIFICATIONS

ELECTRICAL DEMOLITION PLAN 1

ELECTRICAL DEMOLITION PLAN 2

ELECTRICAL LIGHTING LAYOUT 1 ST FLOOR

ELECTRICAL LIGHTING LAYOUT 2ND FLOOR

LP-1 B PANEL SCHEDULE

LP-2A PANEL SCHEDULE

LP-3 PANEL SCHEDULE

ELP-5 PANEL SCHEDULE

LP-1A PANEL SCHEDULE

ELECTRICAL DEMOLITION PLAN 1 ST FLOOR

ELECTRICAL HVAC MODIFICATIONS(SHEET 1 OF 2)

ELECTRICAL HVAC MODIFICATIONS(SHEET 2 OF 2)

35

DRA\\1NG NUMBER

CAM-ARH-DWG-720010

28 30 31 32 33 34 35

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184440-CAM-ARH-DWG-720011

ARCHITECTURAL SPECIFICATIONS

ADMINISTRATION BUILDING

N.T.S.

CAM-ARH-DWG-720011

B

184440

EGA 8/25/15

CMW 8/25/15

ISSUED FOR CLIENT REVIEW EGA PCA CMW 9/10/15A

ARCHITECTURAL SPECIFICATIONSPRIVILEGED AND CONFIDENTIAL

DO NOT RELEASE

INTERIOR PAINTING

manufacturers catalog numbers for casework.

field joints and filler panels. Indicate

installation details, including hardware. Show

details,including types and locations of

Shop Drawings: Show plans, elevations, b.

indicated.

Product Data for each type of product a.

Submittals:2.

stock design.

1. Provide Laminate-Faced cabinet and wall shelving of

A. GENERAL:

B. PRODUCTS:

For drawers wider than 2'-0", use 1/2" material.

and dadoed into front, back, and sides of drawers.

Drawer bottoms: 1/4" veneer-core hardwood glued g.

multiple -dowel joints.

or hardwood plywood, with glued dovetail or

Drawer sides and back material: 1/2" solid wood f.

plywood(laminate covered).

Drawer front core material: 3/4" particleboard or e.

plywood(laminate covered).

Cabinet door core material: 3/4" particleboard or d.

semiexposed surfaces.

Provide thermoset decorative panels for c.

Provide edgebanding on all exposed edges.b.

(semiexposed).

Cabinet laminate grade: HGS(exposed), VGS a.

of stock design.

1. Provide Laminate-Faced cabinet and wall shelving

MANUFACTURED WOOD CASEWORK

Color TDB.

2-inch OD, plastic caps with slot for wire passage.

Grommets for Cable Passage Through countertops: h.

B04013.

shelf rests complying with GHMA A156.9., Type

Adjustable Shelf Supports: 2-Pin Locking Plastic g.

Standard duty, grades 1, 2 and 3.

Drawer Slides: BHMA A156.9, Type B05091, f.

high.

catch. Provide 2 catches on doors more than 48"

catch or dual, self aligning, permanent magnet

Door Catches: Zinc-plated, nylon-roller spring e.

Pulls: Match finish and sytle of existing breakroom.d.

Self closing.

A 156.9, Type BO10602, 135 degrees of opening,

Frameless Concealed Hinges (European Type): BHMA c.

3 hinges for doors more than 48" high.

Provide 2 hinges for doors less than 48" high and

Grade 1 with antifriction bearing and rounded tips.

5-knuckle hinges complying with BHMA A156.9,

Butt Hinges: Chrome plated, Semi-concealed, b.

commercial-quality, heavy-duty hardware.

Provide manufacturer's standard satin-finish,

Hardware, General: Unless otherwise indicated, a.

2. Casework Hardware and Accessories

Front: provide 1" radius laminated bullnose. c.

thick, solid surface material.

particleboard with front edge built up with 3/4"

solid surfacing material laminated to 3/4" thick

Provide solid surface material tops, 1/4" thick, b.

end overhang of 1" over base cabinets.

uniform plane free of defects. Provide front and

Provide smooth, clean exposed tops and edges in a.

3. Countertops

C. EXECUTION:

front, end, and back.

or equivalent, using two or more fasteners at each

Secure tops to cabinets with Z or L type fasteners d.

manufacturer.

Lubricate operating hardware as recommended by

drawers operate smoothly without warp or bind.

Adjust casework and hardware so door and c.

adjustment after installation.

and contact points meet accurately. Allow for final

and align hardware so moving parts operate freely

Adjust hardware uniformly and precisely. Adjust b.

Fasten to wall at with fasteners at 2'0" o.c.

True; shim as required using concealed shims.

Install all millwork components level, Plumb, and a.

1. Installation

Completion.

48" o.c. Remove protection at Substantial

Tape to underside of countertop at a minimum of

water resisting covering over countertop surfaces.

Protection: Provide 6-mil plastic or other suitable c.

match original factory finish.

remove or refinish damaged or soiled area to

Clean finished surfaces, touch up as required, and b.

directed on completion of installation.

Repair or remove and replace defective work as a.

2. CLEANING AND PROTECTION

and color applied.

Furnish 2 additional gallons of each material a.

Extra Materials3.

indicated.

system and in each color and gloss of topcoat

Samples for Verification: For each type of paint c.

topcoat product indicated.

Samples for initial selection: For each type of b.

indicated.

Product Data for each type of product a.

Submittals:2.

for door frames.

construction. Finish: Eggshell for walls, Semi-Gloss

construction and touch up all areas impacted by

General: Provide new latex paint to areas of new 1.

A. GENERAL:

B. PRODUCTS:

Environmental Performance Rating: EPR 27.

VOC Content: E Range of E2. 1.

Level 5).

Interior Latex (Semigloss): MPI #54(Gloss a.

Environmental Performance Rating: EPR 1.6.

VOC Content: E Range of E2. 5.

Level 2).

Interior Latex (Low Sheen): MPI #44 (Gloss a.

Latex Paints4.

Latex Primer/Sealer: MPI #50.a.

Primers/ Seal 3.

experience.

manufacturer, based on testing and field

service and application as demonstrated by

and substrates indicated, under conditions of

system that are compatible with one another

Provide materials for use within each paint a.

Material Compatibility:2.

PPG Architectural Finishes, Inc.c.

Sherwin-Williams Companyb.

Benjamin Moore & Co.a.

. :following

requirements, provide products by one of the

Manufacturers: Subject to compliance with 1.

C. EXECUTION:

dry.

conditions have been corrected and surfaces are

Begin coating application only after unsatisfactory d.

and primers.

conditions and compatibility with existing finishes

Verify suitability of substrates, including surface c.

moisture meter.

gypsum board When measured with an electronic

Maximum Moisture Content of Substrates: 12% for b.

affecting performance of work.

maximum moisture content and other conditions

present, for compliance with requirements for

Examine substrates and conditions, with Applicator a.

1. EXAMINATION

an undamaged condition.

refinishing, as approved by Architect, and leave in

other trades by cleaning, repairing, replacing, and

paint application. Correct damage to work of

Protect work of other trades against damage from c.

damage adjacent finished surfaces

scraping, or other methods. Do not scratch or

surfaces. Remove spattered paints by washing,

After completing paint application, clean spattered b.

Project site.

cans, rags, and other discarded materials from

At end of each workday, remove rubbish, empty a.

4. CLEANING AND PROTECTION

sanded smooth.

application until finishing compound is dry and

Gypsum Board Substrates: Do not begin paint d.

incompatible paints and encapsulants

bond of paints, including dirt, oil, grease, and

Clean substrates of substances that could impair c.

protection before surface preparation and painting.

size or weight of item, provide surface-applied

If removal is impractical or impossible because of

items already in place that are not to be painted.

Remove plates, machined surfaces, and similar b.

indicated.

Specification Manual" applicable to substrates

recommendations in "MPI Architectural Painting

Comply with manufacturer's written instructions and a.

2. PREPARATION

color breaks.

surface imperfections. Cut in sharp lines and

roller tracking, runs, sags, ropiness, or other

cloudiness, spotting, holidays, laps, brush marks,

Apply paints to produce surface films without c.

a uniform paint finish, color, and appearance.

topcoat, apply additional coats until cured film has

If undercoats or other conditions show through b.

instructions.

Apply paints according to manufacturer's written a.

3. APPLICATION

RESILIENT TILE FLOORING CERAMIC TILE

GYPSUM BOARD

NON STRUCTURAL METAL FRAMING

RESILIENT BASE AND ACCESSORIES

accessory indicated.length for each trim

Trim Accessories: Full-size Sample in 12-inch long 3.

products:

Samples and product data for the following a.

Submittals:2.

areas as depicted on the drawings.

Install new gypsum board at new and renovated 1.

A. GENERAL:

B. PRODUCTS:

USG Corporation.d.

G-P Gypsum.c.

BPB America Inc.b.

American Gypsum Co.a.

following:

requirements, provide products by one of the

Manufacturers: Subject to compliance with 3.

are not limited to, the following:

be incorporated into the Work include, but

manufacturers offering products that may

compliance with requirements,

Available Manufacturers: Subject to 1.

more stringent.

of gypsum board indicated and whichever is

ASTM C 1396/C 1396M, as applicable to type

General: Complying with ASTM C 36/C 36M or a.

Interior Gypsum Board:2.

indicated.

and that correspond with support system

available that will minimize joints in each area

Size: Provide in maximum lengths and widths a.

Panels, General:1.

FLUSH WOOD DOORS

ACOUSTICAL CEILING TILE HOLLOW METAL DOORS AND FRAMES

indicated

Product data for each type of product a.

Submittals:1.

in conjunction with the construction drawings.

for the Non-Structural Metal Framing and shall be used

This design specification provides the basic requirements

A. GENERAL:

B. PRODUCTS:

G40.

Protective Coating: ASTM A 653/A 653M, 3.

unless otherwise indicated.

ASTM C 645 requirements for metal,

Steel Sheet Components: Comply with 2.

754 for conditions indicated.

Framing Members, General: Comply with ASTM C a.

Non-Load Bearing Steel Framing1.

C. EXECUTION:

indicated.

comply with framing sizes and spacing

Installation Standard: ASTM C 754, except a.

INSTALLATION, GENERAL2.

corrected.

unsatisfactory conditions have been

Proceed with installation only after 1.

and other conditions affecting performance.

framing, for compliance with requirements

frames, cast-in anchors, and structural

present, and including welded hollow-metal

Examine areas and substrates, with Installer a.

1. EXAMINATION

product indicated

Product tile samples and data for each type of a.

Submittals:2.

construction drawings.

and shall be used in conjunction with the

requirements for the Vinyl composition floor tile

This design specification provides the basic

PURPOSE1.

A. GENERAL:

B. PRODUCTS:

Colors and Patterns: Whitee.

Size: 12 by 12 inchesd.

Thickness: 0.125c.

Wearing Surface: Smoothb.

through-pattern tile.

Tile Standard: ASTM F 1066, Class 2, a.

EXCELERON

Armstrong World Industries, Inc.; 1.

requirements, provide the following:

Products: Subject to compliance with a.

Vinyl Composition Floor Tile 1.

C. EXECUTION:

spacing indicated.

comply with framing sizes and except

Installation Standard: ASTM C 754,

INSTALLATION, GENERAL2.

corrected.

unsatisfactory conditions have been

Proceed with installation only after 1.

other conditions affecting performance.

framing, for compliance with requirements and

frames, cast-in anchors, and structural

present, and including welded hollow-metal

Examine areas and substrates, with Installer a.

1. EXAMINATION

indicated

Product samples data for each type of product a.

Submittals:1.

the construction drawings.

accessories and shall be used in conjunction with

requirements for resilient base and molding

This design specification provides the basic

A. GENERAL:

B. PRODUCTS:

following:

requirements, provide products by one of the

Manufacturers: Subject to compliance with a.

Resilient Base:1.

C. EXECUTION:

conditions have been corrected.

Proceed with installation only after unsatisfactory c.

resilient products.

deposits that might interfere with adhesion of

cracks, ridges, depressions, scale, and foreign

other Sections and that substrates are free of

tolerances and other requirements specified in

Verify that finishes of substrates comply with b.

performance of the Work.

moisture content and other conditions affecting

compliance with requirements for maximum

Examine substrates, with Installer present, for a.

EXAMINATION1.

thermoplastic).

vulcanized thermoset) or Type TP (rubber,

Material Requirement: Type TS (rubber, 1.

Resilient Base Standard: ASTM F 1861.b.

Style: Cove (base with toe)2.

Color: to match existinge.

or pre-formed

Inside and Outside corners: Job formed d.

standard lengths

Lengths: Coils in Manufacturers c.

Height: 4 inchesb.

Minimum Thickness: 0.125 incha.

for installing resilient base.

Comply with manufacturer's written instructions a.

INSTALLATION2.

Grout3.

Ceramic Floor Tile2.

product indicated

Product samples data for each type of a.

Submittals:1.

conjunction with the construction drawings.

requirements for Ceramic Tile and shall be used in

This design specification provides the basic

A. GENERAL:

B. PRODUCTS:

ADA compliment, non slip surface.

closely matches existing and provides an

that is in accordance with ANSI A137.1 and

requirements, provide a standard grade tile

Manufacturers: Subject to compliance with a.

Ceramic Tile:1.

B. PRODUCTS:

Products Co.

United States Gypsum Acoustical 2.

Armstrong World Industries.1.

following:

Work include, but are not limited to, the

products that may be incorporated into the

requirements, available manufacturers offering

Manufacturers: Subject to compliance with a.

MANUFACTURERS1.

Suspension System2.

Acoustical panels1.

of product indicated:

suspension system) and data for each type

Product samples (6"x6" panels/8" of a.

Submittals:1.

in conjunction with the construction drawings.

requirements of Flush Wood Doors and shall be used

This design specification provides the basic

A. GENERAL:

B. PRODUCTS:

VT Industries Inc.18.

Vancouver Door Company.17.

Poncraft Door Company.16.

Oshkosh Architectural Door Company.15.

company.

Mohawk Flush Doors, Inc.; a Masonite 14.

Marshfield Door Systems, Inc.13.

Marlite.12.

Lambton Doors.11.

Ipik Door Company.10.

Ideal Architectural Doors & Plywood.9.

Haley Brothers, Inc.8.

Graham; an Assa Abloy Group company.7.

Eggers Industries.6.

Eagle Plywood & Door Manufacturing, Inc.5.

Chappell Door Co.4.

Buell Door Company Inc.3.

Ampco, Inc.2.

Algoma Hardwoods, Inc.1.

following:

Work include, but are not limited to, the

products that may be incorporated into the

requirements, available manufacturers offering

Manufacturers: Subject to compliance with A.

MANUFACTURERS1.

product indicated

Product samples data for each type of a.

Submittals:1.

used in conjunction with the construction drawings.

requirements for Acoustical Tile Ceilings and shall be

This design specification provides the basic

A. GENERAL:

B. PRODUCTS:

Match existing door manufacturer.

Work include.

products that may be incorporated into the

requirements, available manufacturers offering

Manufacturers: Subject to compliance with a.

MANUFACTURERS1.

.door hardware and controls

Details of conduit and preparations for electrified 8.

glazing.

Details of glazing frames and stops showing 7.

connections.

Details of anchorages, accessories, joints, and 6.

Details of each different wall opening condition.5.

preparations for hardware.

Details and locations of reinforcement and 4.

dimensioned profiles.

Frame details for each frame type, including 3.

edge details.

Details of doors, including vertical and horizontal 2.

Elevations of each door design.1.

Drawings:

numbers for details and openings as those on

doors and frames using same reference

below, provide a schedule of standard steel

Shop Drawings: In addition to requirements b.

specified.

for each type of steel door and frame

compliance, fire-resistance rating, and finishes

material descriptions, core descriptions, label

Product Data: Include construction details, a.

Submittals:1.

drawings.

shall be used in conjunction with the construction

requirements of Hollow Metal Doors and Frames and

This design specification provides the basic

A. GENERAL:

Johnsonite2.

Armstrong World Industries, Inc.1.

ISSUED FOR CLIENT REVIEW EGA PCA CMW 12/21/15B

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DRAWING NUMBER

CAMERON LIQUEFACTION PLANT

HACKBERRY, LAPROJECT NUMBER: CAMERON LIQUEFACTION PROJECT

APPVDAPPVD DESCRIPTION

consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this

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DESCRIPTION OWN CHKD APPVO DATE REV DESCRIPTION

0 ISSUED FOR CONSTRUCTION

15 16 17 18 19 20 '1 22 23

24 25 28 27 28 29 30 31 32 34

GENERAL DEMOLITION NOTES:

1 .

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

GENERAL CONTRACTOR TO SCHEDULE AND CONTROL DEMOLITION OF ALL EXISTING ISSUES OR MATERIALS, TO COINCIDE WITH THE CONSTRUCTION SCHEDULE. CONTRACTOR TO VERIFY W/ OWNER PRIOR TO AND DURING BIDDING AND CONSTRUCTION FOR DEMOLITION OF ALL ITEMS AND COORDINATION OF DEMOLITION OF ITEMS.

ALL EFFORTS HAVE BEEN MADE TO NOTE OR TAG ALL ITEMS THAT ARE TO BE REMOVED OR DEMOLISHED PRIOR TO OR DURING CONSTRUCTION. GENERAL CONTRACTOR TO PROVIDE A LIST OF ALL ITEMS TO BE DEMOLISHED AND TO COORDINATE WITH A MEETING BETWEEN THE OWNER, ARCHITECT AND CONTRACTOR TO VERIFY ANY AND ALL ADDITIONAL ITEMS TO BE REMOVED. VERIFY W/ CONSTRUCTION DOCUMENTS FOR NEW CONSTRUCTION ITEMS AND COORDINATE INSTALLATION AROUND EXISTING BUILDING/ CONSTRUCTION.

CONTRACTORS SUBMITIING PROPOSALS SHALL DETERMINE THE QUANTITIES OF DEMOLITION WORK REQUIRED BY PERSONAL OBSERVATION AT THE BUILDING AND ON THE SITE.

MAINTAIN TEMPORARY BARRICADES FOR PROTECTION OF JOB PERSONNEL AND THE PUBLIC. REMOVE BARRICADES WHEN NO LONGER REQUIRED .

PROMPTLY REPAIR ANY DAMAGES CAUSED BY DEMOLITION WORK, AT NO EXTRA COST TO THE OWNER.

CONTRACTOR SHALL EXERCISE CAUTION WHEN PERFORMING DEMOLITION TO PREVENT THE SPREAD OF DUST AND DEBRIS, AND TO PROTECT EXISTING MATERIALS AND FINISHES FROM DAMAGE.

CONDUCT OPERATIONS IN SUCH A MANNER AS TO MINIMIZE INTERFERENCE WITH THE USE OF PUBLIC WAYS AND ADJACENT USED FACILITIES. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT USE OF PUBLIC WAYS OF FACILITIES WITHOUT WRITIEN CONSENT OF AUTHORITIES HAVING JURISDICTION.

DO NOT INTERRUPT EXISTING UTILITIES USED FOR OCCUPIED FACILITIES UNLESS AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION IF INTERRUPTION IS ALLOWED, PROVIDE ALTERNATE TEMPORARY SERVICES ACCEPTABLE TO GOVERNING AUTHORITIES.

REMOVE DEBRIS, RUBBISH AND OTHER SUBSTANCES FROM SITE. LEGALLY TRANSPORT AND DISPOSE OF SUCH MATERIALS OFF-SITE. DEMOLITION MATERIALS MAY NOT ACCRUE ON SITE IN COMPLIANCE W/ ALL LOCAL AND FEDERAL REGULATIONS.

IF HAZARDOUS MATERIALS ARE ENCOUNTERED, COMPLY WITH APPLICABLE REGULATIONS IN HANDLING, REMOVING AND PROTECTING AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION.

AVAILABILITY FOR DEMOLITION MUST BE CONFIRMED BY OWNER 48 HOURS PRIOR TO START OF DEMOLITION.

COORDINATE SHUT DOWNS OF ALL UTILITIES W/ OWNER PRIOR TO DEMOLITION OR CONSTRUCTION.

13. PROTECT ALL MATERIALS THAT ARE TO BE REUSED IN A PROTECTED/ SAFE AND DRY LOCATION AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION.

14. THE FACILITY IS TO REMAIN WATERTIGHT AT ALL TIMES THROUGHOUT DEMOLITION AND CONSTRUCTION. CONTRACTOR TO TAKE MEASURES TO ENSURE THAT FACILITY IS PROTECTED AT ALL TIMES WHEN WORK IS NOT BEING PERFORMED.

15. ENSURE THAT DEMOLITION AND CUTIING METHODS UTILIZED ARE LEAST LIKELY TO DAMAGE THE EXISTING CONSTRUCTION ASSEMBLY, RETURN EXISTING ELEMENTS OR SURPLUS TO ITS PRIOR EXISTING CONDITION BEFORE START OF SELECTIVE DEMOLITION .

16. PROTECT ALL EXISTING ACTIVE ELECTRICAL PANELS AND EQUIPMENT FROM DAMAGE (DUST AND WATER). PROTECT OR SUPPORT ALL PLUMBING AND MECHANICAL LINES FROM DAMAGE.

17. SAND AND REPAINT ANY BARE AND/ OR RUSTED PATCHES ON STRUCTURAL STEEL MEMBERS IN AFFECTED AREAS OF DEMOLITION AND NEW CONSTRUCTION.

18. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES MECHANICAL, PLUMBING OR ELECTRICAL SYSTEMS CONTAINED WITHIN OR ATIACHED ONTO. PATCH ALL HOLES IN EXISTING FLOORS AND WALLS TO REMAIN TO MEET ORIGINAL FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOOR AND DECKING AND PREPARE SURFACES TO RECEIVE NEW FINISHES PER PLAN.

KEYED NOTES:

A. REMOVE DOOR AND FRAME

B. REMOVE DOORS, WINDOW AND WALL TO 1 O' -0" ABOVE FINISH FLOOR. BRACE AS NECESSARY IN PREPARATION FOR NEW HEADER CONDITION.

C. REMOVE WALLS TO DECK OR TOP OF WALL. REMOVE BRACING TO STRUCTURE ABOVE WHERE PRESENT.

D. REMOVE WALL TO 1 O' -0" ABOVE FINISH FLOOR. BRACE AS NECCESSARY IN PREPARATION FOR NEW HEADER CONDITION.

E. REMOVE PLUMBING FIXTURES AND CAP AS NECESSARY IN PREPARATION FOR RELOCATION TO THE NEW JANITOR SPACE, SEE DRAWING 184440-CAM-ARCH-DWG-720013

F. EXISTING TURNSTILE AND GATE TO BE REMOVED AND RELOCATED.

DWN CHKD APPVO DATE DRA\\1NG NUMBER

35

CAM-ARH-DWG-720012

PROJECT NUMBER: 184440 25 26 27 28 29 30 31 32 33 34 35

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MUD/SA ETY GEAR ~ 37

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7 GENERAL DEMOLITION NOTES: A

1. GENERAL CONTRACTOR TO SCHEDULE AND CONTROL DEMOLITION OF ALL EXISTING ISSUES OR MATERIALS, TO COINCIDE WITH THE CONSTRUCTION SCHEDULE. CONTRACTOR TO VERIFY W/ OWNER PRIOR TO AND DURING BIDDING AND CONSTRUCTION FOR DEMOLITION OF ALL ITEMS AND COORDINATION OF DEMOLITION OF ITEMS.

B

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2. ALL EFFORTS HAVE BEEN MADE TO NOTE OR TAG ALL ITEMS THAT ARE TO BE REMOVED OR DEMOLISHED PRIOR TO OR DURING CONSTRUCTION. GENERAL CONTRACTOR TO PROVIDE A LIST OF ALL ITEMS TO BE DEMOLISHED AND TO COORDINATE WITH A MEETING BETWEEN THE OWNER, ARCHITECT AND CONTRACTOR TO VERIFY ANY AND ALL ADDITIONAL ITEMS TO BE REMOVED. VERIFY W/ CONSTRUCTION DOCUMENTS FOR NEW CONSTRUCTION ITEMS

c

2

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UPS/BATIERY 222

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ROUTINE ---.<TO RAGE

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ENGER 215

MAINT. MNGR 219

LJ DRAFT I 226

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MECH I OOM 20-

STORAGE 216

DOCUMENT VAULT 218

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LIBRARY 227

CONFERENCE 228

STORAGE AREA 229

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AND COORDINATE INSTALLATION AROUND EXISTING BUILDING/ CONSTRUCTION.

3. CONTRACTORS SUBMITTING PROPOSALS SHALL DETERMINE THE QUANTITIES OF DEMOLITION WORK REQUIRED BY PERSONAL OBSERVATION AT THE BUILDING AND ON THE SITE.

4. MAINTAIN TEMPORARY BARRICADES FOR PROTECTION OF JOB PERSONNEL AND THE PUBLIC. REMOVE BARRICADES WHEN NO LONGER REQUIRED.

5. PROMPTLY REPAIR ANY DAMAGES CAUSED BY DEMOLITION WORK, AT NO EXTRA COST TO THE OWNER.

6. CONTRACTOR SHALL EXERCISE CAUTION WHEN PERFORMING DEMOLITION TO PREVENT THE SPREAD OF DUST AND DEBRIS, AND TO PROTECT EXISTING MATERIALS AND FINISHES FROM DAMAGE.

7. CONDUCT OPERATIONS IN SUCH A MANNER AS TO MINIMIZE INTERFERENCE WITH THE USE OF PUBLIC WAYS AND ADJACENT USED FACILITIES. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT USE OF PUBLIC WAYS OF FACILITIES WITHOUT WRITTEN CONSENT OF AUTHORITIES HAVING JURISDICTION.

8. DO NOT INTERRUPT EXISTING UTILITIES USED FOR OCCUPIED FACILITIES UNLESS AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION IF INTERRUPTION IS ALLOWED, PROVIDE ALTERNATE TEMPORARY SERVICES ACCEPTABLE TO GOVERNING AUTHORITIES.

9. REMOVE DEBRIS, RUBBISH AND OTHER SUBSTANCES FROM SITE. LEGALLY TRANSPORT AND DISPOSE OF SUCH MATERIALS OFF-SITE. DEMOLITION MATERIALS MAY NOT ACCRUE ON SITE IN COMPLIANCE W/ ALL LOCAL AND FEDERAL REGULATIONS.

10. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, COMPLY WITH APPLICABLE REGULATIONS IN HANDLING, REMOVING AND PROTECTING AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION.

11. AVAILABILITY FOR DEMOLITION MUST BE CONFIRMED BY OWNER 48 HOURS PRIOR TO START OF DEMOLITION.

12. COORDINATE SHUT DOWNS OF ALL UTILITIES W/ OWNER PRIOR TO DEMOLITION OR CONSTRUCTION.

13. PROTECT ALL MATERIALS THAT ARE TO BE REUSED IN A PROTECTED/ SAFE AND DRY LOCATION AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION.

14. THE FACILITY IS TO REMAIN WATERTIGHT AT ALL TIMES THROUGHOUT DEMOLITION AND CONSTRUCTION. CONTRACTOR TO TAKE MEASURES TO ENSURE THAT FACILITY IS PROTECTED AT ALL TIMES WHEN WORK IS NOT BEING PERFORMED.

15. ENSURE THAT DEMOLITION AND CUTTING METHODS UTILIZED ARE LEAST LIKELY TO DAMAGE THE EXISTING CONSTRUCTION ASSEMBLY, RETURN EXISTING ELEMENTS OR SURPLUS TO ITS PRIOR EXISTING CONDITION BEFORE START OF SELECTIVE DEMOLITION.

16. PROTECT ALL EXISTING ACTIVE ELECTRICAL PANELS AND EQUIPMENT FROM DAMAGE (DUST AND WATER). PROTECT OR SUPPORT ALL PLUMBING AND MECHANICAL LINES FROM DAMAGE.

17. SAND AND REPAINT ANY BARE AND/ OR RUSTED PATCHES ON STRUCTURAL STEEL MEMBERS IN AFFECTED AREAS OF DEMOLITION AND NEW CONSTRUCTION.

18. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES MECHANICAL, PLUMBING OR ELECTRICAL SYSTEMS CONTAINED WITHIN OR ATTACHED ONTO. PATCH ALL HOLES IN EXISTING FLOORS AND WALLS TO REMAIN TO MEET ORIGINAL FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOOR AND DECKING AND PREPARE SURFACES TO RECEIVE NEW FINISHES PER PLAN.

KEYED NOTES:

A. REMOVE DOOR AND FRAME.

B. REMOVE WALLS TO DECK OR TOP OF WALL. REMOVE BRACING TO STRUCTURE ABOVE WHERE PRESENT.

C. REMOVE WALL TO 1 O' -0" ABOVE FINISH FLOOR. BRACE AS NECESSARY IN PREPARATION FOR NEW HEADER CONDITION.

D. REMOVE EXISTING ACCESS FLOOR SYSTEM AND STORE FOR REUSE.

E. REMOVE PLUMBING FIXTURES AND CAP ALL WATER AND SEWER LINES.

D

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DEMOLITION PLAN

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I ORIGINAL SCALE 1/8"=1 '-0"

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r,,,.-- ~ Cameron LNG cAM-ARH-owG-120013 t

l-t~~~~~~~~~--t~t----t--t~-i--~i--~~~~~~~~--t~--i--1--t~-t~D~~B~~~--'E=~-1~~25~/16-i-~'\..._-~'--~-/~---,,=-~~~~__;-~~~-4~i1 CHKD BY: CMW 2/25/16 "7 --' CAD FILE NAME ! FINAL CK: ~ 184440-CM!-ARH-DWG-720013

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t---"---------------'---..._'--'----'---'--o__,__1ss_u_rn_F_oR_c_o_N~_R_uc_r1_0N _______ __,__E_~_.___P_cA__,__cM_w_._2_/_25~/1_s-+-:_:_:~-'-----1-----1-------------C:_C: __ .J __ ~_r ______________ R_rn_s_100

___ o ____ ~f--1l This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this PALAPPNRTVN:AME 2ND FLOOR DEMOLITION PLAN w zl document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written

consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT. CAMERON LIQUEFACTION PLANT AO MIN I STRATI ON BU I LD ING j PREPARED BY: I PROJECT NUMBER: 184440 HACKBERRY, LA CAMERON LIQUEFACTION PROJECT "

REV DESCRIPTION OWN CHKD APPVD DATE REV O~ CHKD APPVD DATE DESCRIPTION

8 I 9 I 10 I 11 12 13 I 14 15 I 16 17 18 20 I 21 I 22 I 23 I 24 25 2a I v I " ,. I so I 31 I 32 I ,, I 34 35

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""' LAB SHELTER TO BE INSTALLED "' y r(NEW EXT. DOOR

Q:; 'l'i=i'~I;=;=;= l;=;=;=;F IBTI IN EXIST. ~ EXTERIOR WALL /I

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WALL W/ CORRIDOR

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23 24 25 27 28 30 31 32 33 34

GENERAL NOTES:

1. DO NOT SCALE DRAWINGS, WRITIEN DIMENSIONS PREVAIL. IF DIMENSIONS ARE IN QUESTION, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM CCJV BEFORE CONTINUING WITH CONSTRUCTION.

2. SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTING CONDITIONS PRIOR TO BIDDING AND SHALL BE FAMILIAR WITH ALL ASPECTS OF THE JOB, INCLUDING SITE UTILITIES.

3. ALL DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF COLUMN, FACE OF MASONRY OR CONCRETE.EDGE OF WALK OR FACE OF CURB UNLESS NOTED OTHERWISE. FOR FURTHER DIMENSIONING, SEE LARGE SCALE PLANS, SECTIONS, EXTERIOR ELEVATIONS, INTERIOR ELEVATIONS AND DETAILS.

4. IN CASE OF DIMENSIONAL DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS, CONTACT CCJV FOR CLARIFICATION.

5. ITEMS NOT INCLUDED IN SUBCONTRACTORS CONTRACT ARE MARKED "NIC" (NOT IN CONTRACT) AND SHALL BE PERFORMED BY OWNERS OWN FORCE.

6. THE SUBCONTRACTOR SHALL PROVIDE CHASES FOR MECHANICAL, PLUMBING, AND ELECTRICAL AS REQUIRED AND AS NECESSARY, SEE RESPECTIVE DRAWING SECTIONS.

7. FOR ALL RATED AND/OR SMOKE PARTITIONS, THE SURFACE AREA OF AN INDIVIDUAL RECESSED METALLIC OUTLET, SWITCH BOX, ETC. SHALL NOT EXCEED 16 SQUARE INCHES. THE AGGREGATE SURFACE AREA OF THE RECESSED OUTLETS, BOXES, ETC. SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET OF WALL AREA. RECESSED BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS, REGARDLESS OF THEIR VERTICAL SEPARATION ON THE WALL, SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES MINIMUM.

8. ALL RATED PARTITIONS SHALL BE TIGHTLY SEALED TO UNDERSIDE OF ROOF DECK ABOVE, INTEGRITY OF PARTITIONS SHALL BE MAINTAINED AT CORNERS AND AT INTERSECTIONS OF OTHER PARTITION TYPES.

9. PENETRATIONS IN RATED PARTITIONS FOR CONDUIT, PIPING OR OTHER COMBUSTIBLE ITEMS SHALL BE FILLED WITH AN APPROVED NON-COMBUSTABLE MATERIAL TO PROVIDE AN APPROVED SEAL TO PROHIBIT THE PASSAGE OF FIRE AND SMOKE.

10. PROVIDE WOOD BLOCKING AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT OR ACCESSORIES. NAILERS, BLOCKING, AND OTHER ROUGH CARPENTRY ITEMS IN RATED ASSEMBLIES SHALL BE TREATED FOR FIRE RESISTANCE.

11. PROVIDE METAL STUD FRAMING AROUND ALL PENETRATIONS THROUGH METAL STUD/GYPSUM BOARD WALLS.

12. ALL CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.

13. PROVIDE SOUND BAD INSULATION IN ALL TOILET ROOM WALLS, OFFICES, AND CONFERENCE ROOMS. SEE PLAN FOR WALL LOCATIONS FOR ALL SOUND BATI. SOUND BATI. TO RUN FROM FLOOR TO BOTIOM OF TRUSS ABOVE

LEGEND: WALL LEGEND:

CENTERLINE OF COLUMNS A 1 HOUR INTERIOR METAL STUD WALL:

DENOTES DOOR NUMBER

35

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DENOTES ACCESS FLOORING I

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-----~~l==~~~~=~l~=W~ II......_,-- I~ ~ ~RIO_ -I

( 1) ONE LAYER OF 5/8" MOISTURE RESISTANT GYPSUM BOARD ON JANITOR SIDE, EXTEND TO DECK. BUILD IN ACCORDANCE WITH U.L. DESIGN U465

4 4.1

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DENOTES SECTION REFERENCE c

....... XIXXX.0001 DENOTES ELEVATION REFERENCE

INTERIOR METAL STUD WALL - SOUND RATED: NEW 3 5/8" MTL. STUDS AT 16" O.C. W/ (1) ONE LAYER OF 5/8" GYPSUM BOARD ON EACH SIDE. PROVIDE 3 ~" SOUND ATIENUATION BATIS IN WALLS. EXTEND MTL STUD FRAMING AND SOUND BATIS TO DECK ABOVE.

NEW HALF WALL: NEW 42" HIGH WALL WITH 6" MTL. STUDS AT 16" O.C. W/ (1) ONE LAYER OF 5/8" GYPSUM BOARD ON EACH SIDE WITH 4x4 STEEL TUBE REINFORCING AT 4' O.C.

1 HOUR INTERIOR METAL STUD WALL: NEW 3 5/8" MTL. STUDS AT 16" O.C. W/

. ( 1). ONE LAYER OF 5/8", TYPE X GYPSUM BOARD ON EACH SIDE. EXTEND 6" ABOVE CEILING TILE. BUILD IN ACCORDANCE WITH U.L. DESIGN U465

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....---.,~~~~~~~~~~~~~~.,.--~...---.,~---..~~-...~-.-~~~~~~~~~~~~~--,..~-.-~-.-~-.-~~...-~~~~~--.~~-""T"~~~~~~~~~~~~~~~~.-----..,..,,,,,..~~~u f REV DESCRIPTION DWN CHKD APPVD DATE REV DESCRIPTION Dl'IN CHKD APPVIJ DATE SCALE: 3/32" = 1'-0" DATE DRA'MNG NUMBER ~

l~i---~~----~----t--t---t--t--i-;;-~~;-;:;;;:;-;;;:;;:;;;:;;;;;;;;;;;;:;--~~---,--t~~;;;.-t--;;;;;;;1?001.-ID~l'IN~B~~---EG-Al-'2/-25~/1-61--=--~-<=-.=---:..=--_c_a~rn=--e-r_o_n=--L-N=--G=--__;--c-~--AA_H-D_~_-72_00_14__,_~f-~ CHKD BY: CMW 2/25/16 "2 ~ CAD FILE NAME I 0 ISSUED FOR CONSTRUCTION EGA PCA CMW 2/25/16 FINAL CK: ~ 184.\40~CAM-AAH-DWG-720014 v i

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 184440 14 15 16 17 18 19 20 21 22 24 25 28

ENGR.: CCJV 1-R-EVl-SIO-N -0----< !l APP RV:

PLANT NAME

CAMERON LIQUEFACTION PLANT

HACKBERRY, LA

27 " 30

1 ST LEVEL FLOOR PLAN ADMINISTRATION BUILDING

CAMERON LIQUEFACTION PROJECT 31 32 34 35

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REFLECTED CEILING PLAN NOTES:

1. THE SUBCONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE REFLECTED CEILING PLANS WITH THE ELECTRICAL LIGHTING PLANS, WITH THE MECHANICAL PLANS, AND WITH THE FIRE PROTECTION PLANS, AND HE SHALL REPORT TO CCJV ANY ERROR, INCONSISTENCE OR OMISSION THAT HE MAY DISCOVER.

2. ALL CEILINGS SHALL BE ARMSTRONG FINE FISSURED SECOND LOOK II ACOUSTICAL TILE UNLESS NOTED OTHERWISE OR ADJACENT AN EXISTING TILE TO MATCH. TILL SHALL BE MEASURED FROM FINISHED FLOOR LEVEL DIRECTLY BELOW.

3. REFER TO ROOM FINISH SCHEDULE AND ALL PERTINENT DETAILS FOR CEILING HEIGHTS. HEIGHTS INDICATED SHALL BE MEASURE FROM FINISHED FLOOR LEVEL DIRECTLY BELOW.

35

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@------4. ALL SOFFITS AND CEILING HEIGHTS INDICATED SHALL BE MEASURED FROM BOTTOM OF FINISHED MATERIAL

TO FINISH FLOOR ELEVATION DIRECTLY BELOW.

5. ALL DIMENSIONS SHOWN ON THIS PLAN ARE FINISH DIMENSIONS.

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6. ALL GRIDS NOT SPECIFICALLY LOCATED SHALL BE CENTERED IN SPACE AS SHOWN- CONTACT ARCHITECT WITH ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

7. THE SUBCONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF APPROPRIATE SIZE AND TYPE ARE INSTALLED IN GYPSUM BOARD CEILINGS OR SOFFITS AND IN OTHER NON-ACCESSIBLE TYPE CEILINGS OR SOFFITS WHERE ACCESS, SERVICE, OR ADJUSTMENT TO MECHANICAL, PLUMBING, OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE THE FIRE RATED TYPE EQUAL TO THE RATING OF THE CEILING OR SOFFIT IN WHICH THEY OCCUR.

8. ONLY CEILING MOUNTED EXIT LIGHTS ARE SHOWN ON THE REFLECTED CEILING PLANS. SEE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED EXIT LIGHTS.

9. SEE THE ELECTRICAL DRAWINGS AND OR THE COMMUNICATIONS DRAWINGS FOR LOCATIONS OF THE CEILING MOUNTED SMOKE DETECTORS, SPEAKERS, FIRE ALARM DEVICES, ETC.

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SYMBOL

-D II II

1. NEW ACOUSTICAL CEILING GRID AND TILE. HEIGHT TO MATCH EXISTING/ ADJACENT CEILING GRID AND TILE.

2. NEW GYPSUM BOARD HEADER AT CONNECTOR. HEIGHT TO BE MIN. 4" BELOW HEIGHT OF ADJACENT CEILING TILE.

3. PATCH AND REPAIR EXISTING CEILING GRID AND TILE AT LOCATIONS OF DEMOLITION.

4. RELOCATE EXISTING LIGHT FIXTURE FROM EXISTING LOCATION TO NEW LOCATION AS SHOWN.

5. RELOCATE EXISTING MECHANICAL DIFFUSER OR RETURN FROM EXISTING LOCATION TO NEW LOCATION AS SHOWN.

6. EXISTING CEILING SHOWN FOR REFERENCE ONLY .

CEILING MATERIAL/ FIXTURE LEGEND

FIXTURE/ MATERIAL

DESCRIPTION SYMBOL FIXTURE/ MATERIAL

DESCRIPTION

EXIST/ NEW 2x2 ACOUSTICAL REFER TO [SJ MECHANICAL

CEILING TILE SPECIFICATIONS RETURN

2x4 LIGHT FIXTURE REFER TO ELECTRICAL EXIST CEILING

W/ DRAWINGS FOR 0 MOUNTED SPEAKER PARABOLIC DESCRIPTION

2x4 LIGHT REFER TO ELECTRICAL EXIST FIRE/

FIXTURE DRAWINGS FOR @ STROBE DETECTION DESCRIPTION DEVICE

1 x4 LIGHT REFER TO ELECTRICAL

EB EXIST SECURITY FIXTURE

DRAWINGS FOR CAMERA DESCRIPTION

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CDFIRST FLOOR REFLECTED CEILING PLAN n .. : :-:-::· ... ::.I·::.::·:.

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~:oB;~, :;~ ~;~:;~: ~c::_, ~ Cameron LNG i-c-,Ao...,,~M-1L~AA-NH_A~-EwG_-1_20_01_6 --t-1{ 1-1----------------ir-----i----i-1--~-1--------------1-1-1-1--1-;::FIN~A;-LC;:K.-:-: ----i----ll----.----.---.----.---. ...... ---.---.---.---.---.----.--1184440-CAM-ARH-DWG-720016 ;;

ENGR.: [~[Jtr 1-R-EVIS-IDN ___ __, v l l-_ __L __ ~~--~~~~~----L~-L--L_-L~~...L_:___J_=.::.:=-.:__:..:...:.:~::....:.:_:___ __ ~~~-~.L..:=-.L:..:__.L:.::::__.L...:_:_~~!_P!_R!._:_:___ ____ 1-----11------------------i...ii--------------i....-----Q------+--l! 0 ISSUED FOR CONSTRUCTION EGA PCA CMW 2/25/16 !

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG. LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 184440 14 15 16 17 18 19 20 21 " 23 24 25 26

APPRV: 1 ST LEVEL REFLECTED CEILING PLAN ! PLANTNAME i

w i CAMERON LIQUEFACTION PLANT MAIN ADMINISTRATION BUILDING 1

" HACKBERRY, LA CAMERON LIQUEFACTION PROJECT ' 27 28 29 30 31 32 33 34 35

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1 2 2.9 3 3.5 4 4.3 4.6 5 5.1 6 6.1 7 REFLECTED CEILING PLAN NOTES:

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.. . . .. . . . .. " ..... ' :. - .....__,..___, ....... ·!'"-· . ""i. ~- ... - .......•• '"!'"-· ~~'4 ... ~

... .. . ... '~ 1 ho .. ··· ...

- .. - .. . . . . . . . . . . .

..

........ 1- .•

I '-"'-'-'-". ·<-~'-'!· 1· __ - ·!'--'· -'-+-'-'-'!

·I - I - · ·

1 • •. •.• •.·.·. . ................•• • 1

. . . . . . . . . . . . ·' ~ ·. · 1· >'-'-" ._._. . -

................... .'. ' ... ,· .' .' .. .' . .' . . . ' ' .... : ..... .' . ' . 11'4'-'.. '-"' ... . .. .. . . " .. . . .. . . . . . .. . " . . . . . . ... :.,.:.,.:.., . . . . . . . . . . . . . r l

.J

SYMBOL

-D

1. THE SUBCONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE REFLECTED CEILING PLANS WITH THE ELECTRICAL LIGHTING PLANS, WITH THE MECHANICAL PLANS, AND WITH THE FIRE PROTECTION PLANS, AND HE SHALL REPORT TO CCJV ANY ERROR, INCONSISTENCE OR OMISSION THAT HE MAY DISCOVER.

2. ALL CEILINGS SHALL BE ARMSTRONG FINE FISSURED SECOND LOOK II ACOUSTICAL TILE UNLESS NOTED OTHERWISE. TILL SHALL BE MEASURED FROM FINISHED FLOOR LEVEL DIRECTLY BELOW.

3. REFER TO ROOM FINISH SCHEDULE AND ALL PERTINENT DETAILS FOR CEILING HEIGHTS. HEIGHTS INDICATED SHALL BE MEASURE FROM FINISHED FLOOR LEVEL DIRECTLY BELOW.

4. ALL SOFFITS AND CEILING HEIGHTS INDICATED SHALL BE MEASURED FROM BOTTOM OF FINISHED MATERIAL TO FINISH FLOOR ELEVATION DIRECTLY BELOW.

5. ALL DIMENSIONS SHOWN ON THIS PLAN ARE FINISH DIMENSIONS.

6. ALL GRIDS NOT SPECIFICALLY LOCATED SHALL BE CENTERED IN SPACE AS SHOWN- CONTACT ARCHITECT WITH ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

7. THE SUBCONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF APPROPRIATE SIZE AND TYPE ARE INSTALLED IN GYPSUM BOARD CEILINGS OR SOFFITS AND IN OTHER NON-ACCESSIBLE TYPE CEILINGS OR SOFFITS WHERE ACCESS, SERVICE, OR ADJUSTMENT TO MECHANICAL, PLUMBING, OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE THE FIRE RATED TYPE EQUAL TO THE RATING OF THE CEILING OR SOFFIT IN WHICH THEY OCCUR.

8. ONLY CEILING MOUNTED EXIT LIGHTS ARE SHOWN ON THE REFLECTED CEILING PLANS. SEE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED EXIT LIGHTS.

9. SEE THE ELECTRICAL DRAWINGS AND OR THE COMMUNICATIONS DRAWINGS FOR LOCATIONS OF THE CEILING MOUNTED SMOKE DETECTORS, SPEAKERS, FIRE ALARM DEVICES, ETC.

KEYED NOTES: @

1. NEW ACOUSTICAL CEILING GRID AND TILE. HEIGHT TO MATCH EXISTING/ ADJACENT CEILING GRID AND TILE.

2. NEW GYPSUM BOARD HEADER AT CONNECTOR. HEIGHT TO BE MIN. 4" BELOW HEIGHT OF ADJACENT CEILING TILE.

3. PATCH AND REPAIR EXISTING CEILING GRID AND TILE AT LOCATIONS OF DEMOLITION.

4. RELOCATE EXISTING LIGHT FIXTURE FROM EXISTING LOCATION TO NEW LOCATION AS SHOWN.

5. RELOCATE EXISTING MECHANICAL DIFFUSER OR RETURN FROM EXISTING LOCATION TO NEW LOCATION AS SHOWN.

6. EXISTING CEILING SHOWN FOR REFERENCE ONLY.

CEILING MATERIAL/ FIXTURE LEGEND

FIXTURE/ MATERIAL

2x2 ACOUSTICAL CEILING TILE

2x4 LIGHT FIXTURE W/

PARABOLIC

2x4 LIGHT FIXTURE

1 x4 LIGHT FIXTURE

EXIST/ NEW MECHANICAL

DIFFUSER

DESCRIPTION

1 HR FIRE RATED P265

REFER TO ELECTRICAL DRAWINGS FOR DESCRIPTION

REFER TO ELECTRICAL DRAWINGS FOR DESCRIPTION

REFER TO ELECTRICAL DRAWINGS FOR DESCRIPTION

SYMBOL

0

@

l><I

FIXTURE/ MATERIAL

EXIST/ NEW MECHANICAL

RETURN

EXIST CEILING MOUNTED SPEAKER

EXIST FIRE/ STROBE DETECTION

DEVICE

EXIST SECURITY CAMERA

EXIT LIGHT FIXTURE

DESCRIPTION

REFER TO ELECTRICAL DRAWINGS FOR DESCRIPTION

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I CDS[COND FLOOR R[IL[CTED Clll!NG PLA~

I '

REQUIRED WORK__/ AREA

KEY PLAN

3 I 4

LJ

I ' ) I 8

0 2 5 10 15 20 25 30 35ft

1111111 I I I I I I I ORIGINAL SCALE 1/8"=1'-0"

9 I 10 11 12 I

li

~ -1

]

r r-----ir--~~...,.,...~~~~...,.,...~...,.,......,.,...~~.....,.~.....,.~.....,.~.....,.~...,.,..._,....,.,...-,.~~~~~~~~~~~~...,.,...~-.-~--,...~--,..~-.-~~-.-~~~~~~..,-~~"'T'"""~~~...,.,......,.,...-~~~~~~~~~~-.-...,.,...-~~...,.,...--lu o

SCALE: 1/B" = 1'-0" DATE DRAWlNG NUMBER ~ REV DESCRIPTION D\\1-1 CHKD APPVD DATE REV DESCRIPTION OWN CHKD APP VD DA TE

D\\1-1 BY: EGA 2/25/16 ("c ..... :::. Cameron LNG CAM-ARH-owG-720017 f 1------ii-----------------t---t~--t---t~~-t~--t-~------~~~-~---t---t--i-~-i-~--i-C~H~KD~B~Y: __ ___::C=MW"-i_2.:.:/2_5~/1~6--L~-'-...:-__::__-~~~...,.,...~~~...,.,...~~~-J~C-AD-F-ILE-N-AM-E----t-ii I FINAL CK: ~ 184440-CAM-ARH-DWG-720017 -l

0 ISSUED FOR CONSTRUCTION EGA PCA CMW 2/25/16

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 184440 14 I 15 I 17 I 18 19 20 I 21 I 22 I 23 I 24 25 26 I

,lf///ll"'"' ........... 1---------1 v ENGR.: CCJ1r RE\1SION

APP RV: 0

APPRV:

PLANT NAME

CAMERON LIQUEFACTION PLANT

HACKBERRY, LA

27 I 28 29 I 30

2ND FLOOR REFLECTED CEILING PLAN MAIN ADMINISTRATION BUILDING

CAMERON LIQUEFACTION PROJECT I 31 I 32 ,, I "

w

I 35

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2 I 3 I 4 I

DOOR

NO. SIZE THK TYP ELEV

W H

104 3'-o" 7'-o" 1 3/4" WD D1

115 3'-0" 7'-0" 1 3/4" WD D1

134A 3'-o" 7'-o" 1 3/4" WD D1

134B 3'-0" 7'-0" 1 3/4" WD D1

136 3' -0" 7' -0" 1 3/ 4" HM D1

138A 3' -0" 3'-6" 1 3/4" HM D4

138B 3'-0" 3'-6" 1 3/4" HM D4

138C 3' -0" 7'-0" 1 3/4" HM D2

142 3'-0" 7'-0" 1 3/4" HM D1

144A 3'-0" 7'-0" 1 3/4" HM D2

144B 5'-0" 7'-0" 1 3/4" WD D3

144C 5'-0" 7'-0" 1 3/4" WD D3

144D 5'-0" 7'-o" 1 3/4" WD 03

240 3'-0" 7'-0" 1 3/4" WD D1

241 3'-o" 7'-o" 1 3/4" WO D1

242 3'-0" 7'-o" 1 3/4" WD D1

243 3'-o" 7'-0" 1 3/4" WD D1

245 3'-0" 7'-0" 1 3/4" WD D1

246 3'-0" 7'-0" 1 3/4" WD 02

247 3' -0" 7'-0" 1 3/4" WD D2

248 3'-0" 7'-0" 1 3/4" WD 02

DOOR NOTES:

5 6 I 1 I 8 I

BUILDING - DOOR SCHEDULE

FRAME RATING

MTL ELEV

HM F1

HM F1 20 MIN

HM F1 20 MIN

HM F1 20 MIN

HM F1 20 MIN

HM

HM

HM F3

HM F1 20 MIN

HM F3

HM F2

HM F2

HM F2

HM F1 20 MIN

HM F1 20 MIN

HM F1 20 MIN

HM F1 20 MIN

HM F1 20 MIN

HM F1 20 MIN

HM F1 20 MIN

HM F1 20 MIN

HEAD

3

3

3

3

3

6

3

6

3

3

3

3

3

3

3

3

3

3

3

DETAILS

JAMB T'HOLD HRDWR SET

3

3

3

3

3

3

3

5

3

5

3

3

3

3

3

3

3

3

3

3

3

' I 10 I 11 I 12

NOTES

NEW EXTERIOR DOOR- INSULATED

NEW EXTERIOR DOOR

NO SIDELITES IN DOOR

NO SIDELITES IN DOOR

NO SIDELITES IN DOOR

1. ALL DOORS ARE TO HAVE LEVER TYPE HARDWARE, UNLESS OTHERWISE NOTED AS PANIC HARDWARE (LEVER AT PULL SIDE), AND THE MAXIMUM EFFORT TO OPERATE

DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS (15 POUNDS AT FIRE DOORS)

2. PROVIDE PANIC HARDWARE ON ALL EXTERIOR DOORS THAT SHALL COMPLY WITH LOCAL CODE.

3. ALL HOLLOW METAL FRAMES ARE TO BE WELDED TYPE; NO KNOCK-DOWN FRAMES ALLOWED.

4. ALL DIMENSIONS ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

5. ALL DOOR GLAZING TO BE SAFETY TYPE CLEAR GLAZING.

6. PROVIDE CONT. CAULK AT FRAME PERIMETER.

7. PAINT ALL CLOSERS SCHEDULED TO BE FURNISHED IN PRIME COAT FINISH.

8. HARDWARE SCHEDULED IS FOR EACH LEAF IN OPENING.

9. ALL DOOR STOPS TO BE FLOOR MOUNTED. NO WALL MOUNTED DOOR STOPS ALLOWED.

PROVIDE 6 JAMB ANCHORS PER FRAME MIN.

' v

+.--- 5/8" TYPE "X" FIRE RATED GYP. BO. ON EA. SIDE OF 3 5/8" MTL STUDS @ 16" O.C.

"" ·--~=;i - / SHIM AS REQ'D & CAULK "" ·.~ ENTIRE FRAME PERIMETER

BOTH SIDES

\. L ~;-"-";:":'J--- H.M. FRAME

J 6" J HEAD AND JAMB SIMILAR

.. ·. f :·:· ·:::r - :·:·

'''· ............ .

f3\ DOOR HEAD DETAIL \t:V SCALE: 1 1/2"=1'-o"

r4\ HEAD @ NEW OPENINGS \t:V SCALE: 1 1/2"=1'-0"

I 2 I 3 I 4 I 5 6 I I a 9 I 10 I 11 I 12

I 13 I 14

• 0 I

;....

I 15

@)

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16 I 17

3'-0" I I

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\ --~--~

@ ~/~.?~ 1 ~~~VATIONS

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-

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lb \ I ~ \/

-- L----"''-----' - -

• ... I ;....

3'-4"

~ KX!--- EXISTING SPLIT FACED

:·:· CMU BLOCK.

I 21 I 22 I

3'-0" I I

--,-----/71

/

__ L._ __ _,.,'

23 I 24 I 25 I

P<X\.---- EXISTING SPLIT FACED CMU BLOCK . )<

K

5/8" TYPE "X" FIRE RATED GYP.---li, BO. ON 3 5/8" MTL STUDS @

5/8" TYPE ")(" FIRE RATED GYP.---!,: » Vx

~~.; ~~.3 5/8" MTL STUDS @ i " ·. ~ /~ ~~T ~~~gOg:~~l~~:~~~~~F:i~::D 16" o.c.

-_____ _.E!:;;:r~--"~~>Q><YY'~~~~Z<;;;j_ __ NEW CORNER BEAD SEAL AS REQUIRED

~-J~----- NEW HOLLOW METAL FRAME, °" ANCHOR PER SPECIFICATION,

---<J 11 !'-... CALK AND SEAL ENTIRE PERIMETER.

- NEW INSULATED HOLLOW METAL DOOR

@JAMB @ NEW EXTERIOR DOOR ~SCALE: 1 1/2''=1'-0"

- _____ ..Ji!•·•· :zt'"-' . . VERTICLE LEG, 1 EACH SIDE. PROVIDE

NEW CORNER BEAD ''' ~ :~~:S A:~::~~ED ~""' ~ NEW HOLLOW METAL FRAME, ANCHOR

"..__ PER SPECIFICATION, CALK AND SEAL ---<11 ENTIRE PERIMETER.

NEW INSULATED HOLLOW METAL DOOR

f6\ HEAD @ NEW EXTERIOR DOOR \t:V SCALE: 1 1/2"=1'-0"

26 I

REV DESCRIPTION DWN CHKD APPVD DATE REV DESCRIPTION DllN CHKD APPVD DATE

27 I 28 I 29

::::

5/8" TYPE "X" FIRE RATED GYP.--... ; SD. ON EA SIDE OF 5 5/8" MTL

·:·: STUDS @ 16" O.C.

··-

30 I

I I

....

31 I 32

LINE OF NEW OPENING ABOVE

. ~.•,:.•. :::: NEW CORNER BEAD----~::c.!;: ... :;··,.:; .•••• :; ...• ~ •.• ::; ..•. ;i ... ·.:J. __ _

N +--- v c

D---- RE-LOCATED STEEL GATE Q_ -µ;

LOBBY @WALL DETAIL @ ~SCALE: 1 1/2"=1'-0"

I 33 I 34 I 35

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!

SCALE: AS NOTED DATE DRAYING NUMBER U '

DllN BY: EGA 2/25/16 cc..:..,, Cameron LNG CAM-ARH-owG-12001s f CHKD BY: CMW 2/25/16 "-2 _, CAD FILE NAME Ji

1----+-----------------+--+---+---t---1----+-----------------+--+---+---t----tl--FIN-AL_c_K_: ----+----tl---------~=,.....--------118444D-CAM-ARH-DWG-720018 ~

~ ........... 1----------1 v

I I

l-~-L--~~~~~~~~~~~~-'-~1--L~-L~~-'-~L-~~~~~~~~~~~~'---L~--'-~-'-'--'--4-EA_NPGP_RR.V::~~~~--+-~~t------------~J:J_!! ____________ R_rn_s10_N __ o ____ --lf-1!] 0 ISSUED FOR CONSTRUCTION EGA PCA CMW 2/25/16

APPRv ADMIN BUILDING DOOR SCHEDULE AND DETAILS ! This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: I PROJECT NUMBER: 184440

" I I 16 I 17 I 18 19 I 21 I 22 I

23 I 24 2s 2s

PLANT NAME 1 CAMERON LIQUEFACTION PLANT w l

HACKBERRY, LA CAMERON LIQUEFACTION PROJECT .. I 27 I 28 29 I 30 1 31 1 32 I 33 I 34 I 35

2

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3 4 5

WOMEN DE]

---~•-r

. "

KEY PLAN FIRST FLOOR

KEY PLAN SECOND FLOOR

3 4 5

H

' 7 '

EXISTING 1 HR RATED WALL

TOOL @TI

9

MAINTENANCE SHOP

~ (SPRINKLED)

1D 11 12 13

6'-0"

14

WAREHOUSE AREA

@TI

15 16

NEW-~ ~

17 18 19

CORRIDOR

[@] MILLWORK\ \

~i==;=rl=;=::i!iSEi55$~~~~~~~===:;;~~~1~~~1~ ~~~~~~~~=n

A ~ ~B ~ lll====='======'=='==='=='::::::i---HI EXISTING 1 HR NEW MOP Y RATED WALL SINK I

ORIENTATION ROOM

Vll''JCA"::: IJ

I _ JAN.

STAIR #2

I

@I] ~ @B B ,._....,._, -::;;::-- ;!_

.

21 22

~ I Vll.fil==o==o==o==o==o==i.~~~~~~~~ r NEW EXTERIOR DOOR 'L , / TO BE CUT INTO

13'-9" L = ·~---=~ EXISTING EXTERIOR

18 'r W ) WALL. SEE 5/A6,

Q A Q -I NEW SECURITY '"' 9 5/A5 V V EQUIPMENT WITH NEW ,___ ~cc

A

31'-6" 5'-4"

(,,.;'\ CORRIDOR SECTION ABOVE. "' ..--------- FILLER SECTION ~~=z;,772A==::z::<l:===m'±zJI lzz============f:ZL===zzi 11:2 ~, METAL GATE FILLER ~ ';< _.....---~NEW METAL GATE

·_0

3• ~

4._

5• IB±J EXISTING ~n---· ~:

.;, (A\ ~ 5'-6~8\<t/ 7'~ s·-·~ <t/ ~12·-·· e~ ~-_,. ,._,. ,._,. ~6S~p~rNT f~ II ' T ;r~;~~~N~Xl~/N~A~t~~NG ~;;;::::v=::'...':::=v=t==;-:==jl144B .. _v--+-------JIQ lf-:==v+::::;--;::==:jl\1440 11 .. -----~] t EXTERIOR WALL ~ 1 , ·~ ' V ~ ·~ CONSTRUCTION AND

! >< rt CLOSET ' - - CLOSET ' I CLOSET I~ ' ~ (- 81 -,I lf---1 I FINISHES ON EXTERIOR

I ,._,. ! ,. 1--- , ! ,._,. l[E~~~j.~,.&_,.~J~1----1=~

7 ' 9

1----1 I

/ ' ' -

z v

~ / 7~ v

/I

/

CORRIDOR~' J I IB±] - f---,L----EXISTING

720018 / SECURITY -

VSECURITY AREA __ /

(SPRINKLELJ1

EXISTING RESTROOr

/ EQUIPMENT (RELOCATED)

NEW SECURITY EQUIPMENT (BY OTHERS)

-PARCEL METAL METAL PARCEL I I X-RAY DITTCTOR DITTCTOR X-RAY I lr----ie----~- I IH

I

(DENLARGED FIRST FLOOR PLAN

REV DESCRIPTION DWN CHKD APPVD DATE REV

0 1 2 5 10 15 20ft

ORIGINAL SCALE 3/16"= 1 '-0" PREPARED BY:

10 11 12 13 14 15 16 17 18 19 21 22

23

DESCRIPTION

23

24 25 27 '' 29 30 31 34

I I I I I

1----1 I 1----1 1----1

r -- -~ - OFFICE -. I 12401 ' MEN ;,,

OFFICE . 203 12451 ' -~ c

I c OFFICE

I 12·-11· 5'-10" 13'-4" [ 2021 I <9

I

';< 8 @ ;,

~v OFFICE ,_

~,

@TI E CORRIDOR . 12441 ~

WOM

IB ' -------

'b 4'-0" ~ 10'-9" 4'-5" 15'-10" 20

"' \ c

EN

~

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\@ E .. ' ;.,

~

#1 OFFICE OFFICE v I 247 I 12421

.. ~

OFFICE D STAIR s [ 2461 STAIR #5 ,, ~

~ c c '

//// ~@\ [, ~ \@ E D/ g}JJ ..

' "' OFFICE D

OFFICE

12431 ... .. Fl720020 I 2481 E ' ' ;,

NEW~~...,,.,,,, 0 ~

MILLWORK "'

A . I COPIER I~-----= A ' =- "' -

f---1 L L- '

I. Ao· 1-_, · _/ I. 9'-9" s 2' 6'-2"

'(> "'""'" HALL RATED WALL 12351 RAMP

EXISTING EXISTING ELECTRICAL

RATED WALL \ RATED WALL \ 12201

'

lA HALL

\ 12351

(DENLARGED SECOND FLOOR PLAN

LEGEND:

0-FD

0

........ XIXXX.0001

DWN

CENTERLINE OF COLUMNS

DENOTES DOOR NUMBER

DENOTES WALL TYPE

DENOTES FLOOR DRAIN

DENOTES ACCESS FLOORING

DENOTES SECTION REFERENCE

DENOTES ELEVATION REFERENCE

CHKD APPVD DA TE

PROJECT NUMBER: 184440 24 25 26 27 25

WALL LEGEND:

B

+

1 HOUR INTERIOR METAL STUD WALL: NEW 3 5/8" MTL. STUDS AT 16" O.C. W/ ( 1) ONE LAYER OF 5/8", TYPE X GYPSUM BOARD ON EACH SIDE. EXTEND TO DECK. BUILD IN ACCORDANCE WITH U.L. DESIGN U465

1 HOUR INTERIOR METAL STUD WALL: NEW 3 5/8" MTL. STUDS AT 16" O.C. W/ ( 1) ONE LAYER OF 5/8" MOISTURE RESISTANT GYPSUM BOARD ON JANITOR SIDE, EXTEND TO DECK. BUILD IN ACCORDANCE WITH U.L. DESIGN U465

INTERIOR METAL STUD WALL - SOUND RATED: NEW 3 5/8" MTL. STUDS AT 16" O.C. W/ (1) ONE LAYER OF 5/8" GYPSUM BOARD ON EACH SIDE. PROVIDE 3 ~" SOUND ATIENUATION BATIS IN WALLS. EXTEND MTL STUD FRAMING AND SOUND BATIS TO DECK ABOVE .

NEW HALF WALL: NEW 42" HIGH WALL WITH 6" MTL. STUDS AT 16" O.C. W/ (1) ONE LAYER OF 5/8" GYPSUM BOARD ON EACH SIDE WITH 4x4 STEEL TUBE REINFORCING AT 4' O.C.

1 HOUR INTERIOR METAL STUD WALL: NEW 3 5/8" MTL. STUDS AT 16" O.C. W/ (1) ONE LAYER OF 5/8", TYPE X GYPSUM BOARD ON EACH SIDE. EXTEND 6" ABOVE CEILING TILE. BUILD IN ACCORDANCE WITH U.L. DESIGN U465

DRAl'!NG NUMBER

CAM-ARH-DWG-720019

31 32 34 35

A

B

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EXTEND TO DECK

6

51----tl

....+---13

~--(2

1 HR - UL465

PARTITION TYPE SCALE: 3/4"=1 '-o"

3'-o"

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""' -- ""' ,..----- === === --/

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3 4

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-- --7

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EXTEND TO DECK

10

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5 l---11

-1 1 r r-' : ' ·1 1------i i-i : ! i

-+-----L-~----, I

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1 HR - UL465

PARTITION TYPE SCALE: 3/4"=1'-0"

1'-6" I

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PARTITION TYPE SCALE: 3/4"=1'-0"

- -~ ~

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11----15

~----\3

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1 HR - UL465

o PARTITION TYPE SCALE: 3/4"=1'-0"

CAULK 4" BACKSPLAS H TO WALL

(3) 6" TAL FLANGE

L NAILING

ARD BACK INER @

1/4" P. BO Wj CAB. L ALL EXPOS 2x BLOCKIN

ED AREAS

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KEYED NOTES:

1. CERAMIC WALL TILE

2. 3" SOUND ATIENUATING BATI INSULATION.

3. 3 5/8" (26 GA) METAL STUDS @ 1'-4" O.C.

4. BASE AS SCHEDULED.

5. 5/8" TYPE "x" GYPSUM WALLBOARD.

6. 2'-0"x4'-o" ACOUSTICAL LAY-IN CEILING TILE AND GRID.

7. BRACE TO DECK AT 8' -0" O.C. MAX.

8. PROVIDE WOOD BLOCKING BEHIND ALL WALL MOUNTED TOILET ACCESSORIES, METAL LOCKER CONNECTIONS, AND TOILET PARTITIONS.

9. 5/8" TYPE "X" WATER RESISTANT GYPSUM WALL BOARD.

10. 6" (R-19) BATI INSULATION.

11. WATER RESISTANT 2'-0"x4' -0" ACOUSTICAL LAY IN CEILING TILE AND GRID.

12. COMPUTER ACCESS FLOORING

13. 1 "x4" BLOCKING (FIRE RATED)

14. 3" THICK CONCRETE SLAB.

15. 3"x3" STEEL TUBES @ 4' O.C.

16. NON SHRINK GROUT.

17. ACCESS FLOORING

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This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 184440 14 15 16 17 18 19 21 22 23 24 25 26

APPRV: PARTITION TYPES AND DETAILS

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ROOM NO. ROOM NAME FLOOR BASEBOARD WALLS

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OKl ORIENTATION ROOM 18"X18" CERAMIC TILE 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" MATCH EXISITING CERAMIC TILE - f--

o:ID LOBBY ADDITION 1 B"X18" CERAMIC TILE 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24 "X24" ACOUSTIC SUSPENDED CEILING 9'-0" MATCH EXISITING CERAMIC TILE

D DID NEW JANITORS CLOSET 1B"X18" CERAMIC TILE 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" D MATCH EXISITING CERAMIC TILE

om CORRIDOR(new portion) 1B"X18" CERAMIC TILE 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-o" MATCH EXISITING CERAMIC TILE - 1--

E E

1202 J NEW OFFICE CARPET TILES OVER ACCESS FLOORING 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" CARPET TILES INSTALLED OVER ACCESS FLOOR SYSTEM-COLOR TBD

- I 240 I NEW OFFICE CARPET TILES OVER ACCESS FLOORING 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" CARPET TILES INSTALLED OVER ACCESS FLOOR SYSTEM-COLOR TSD 1--

F mD NEW OFFICE CARPET TILES OVER ACCESS FLOORING 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" CARPET TILES INSTALLED OVER ACCESS FLOOR SYSTEM-COLOR TSO F

( 242 J NEW OFFICE CARPET TILES OVER ACCESS FLOORING 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" CARPET TILES INSTALLED OVER ACCESS FLOOR SYSTEM-COLOR TSD 1-- -

I 243 J NEW OFFlCE CARPET TILES OVER ACCESS FLOORING 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" CARPET TILES INSTALLED OVER ACCESS FLOOR SYSTEM-COLOR TSO

G I 244 J NEW COORIDOR CARPET TILES OVER ACCESS FLOORING 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" CARPET TILES INSTALLED OVER ACCESS FLOOR SYSTEM-COLOR TBD G

1-- 1230 I EXERCISE ROOM 24"X24" RUBBER GYM FLOOR 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-o" -

[ 245) OFFICE CARPET TILES 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" CARPET TILES INSTALLED OVER ACCESS FLOOR SYSTEM-COLOR TSO H H

I 246) OFFICE CARPET TILES 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-0" CARPET TILES INSTALLED OVER ACCESS FLOOR SYSTEM-COLOR TBD

-[ 247) OFFICE CARPET TILES 4" VINYL COVED BASEBOARD GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED GYPSUM BOARD LATEX PAINTED 24"X24" ACOUSTIC SUSPENDED CEILING 9'-o" CARPET TILES INSTALLED OVER ACCESS FLOOR SYSTEM-COLOR TSO

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u u REV DESCRIPTION DWN CHKD APP VD DATE REV DESCRIPTION DWN CHKD APP VD DATE SCALE: N.T.S. DATE DRAWING NUMBER

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This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this APP RV:

document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written PLANT NAME FINISH SCHEDULE

w consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT. ADMINISTRATION BUILDING w CAMERON LIQUEFACTION PLANT

PREPARED BY: I PROJECT NUMBER: 184440 HACKBERRY, LA CAMERON LIQUEFACTION PROJECT 1 I 2 I 3 I 4 I 5 I ' I 7 I B I 9 I 10 I 11 I 12 I 13 14 I 15 I 16 I 17 I 18 19 20 I 21 I 22 I 23 I 24 25 26 I 27 I 28 29 I 30 I 31 I 32 I 33 I 34 I 35

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~---------------------------------~-----------------------------------------------------------------~-----------------,-------------------------------~-------------------------- -----------------

MECHANICAL GENERAL NOTES MECHANICAL GENERAL NOTES MECHANICAL GENERAL NOTES HVAC LEGEND HVAC LEGEND A

f-------------------------·-·----------------------+--------------------------------------+---------------- ---------------------+-- -~-----·-· ····-~-- ------~-- -··-----.-~-------------- ----------------1

MECHANICAL SPECIFICATIONS: PART I.GENERAL

1.1 SCOPE OF WORK A. FURNISH ALL LABOR, INSTALL ALL MATERIALS ANO EQUIPMENT, ANO INCLUDE

ALL SERVICES ANO INCIDENTALS PROPER TO THE INSTALLATION OF WORK INVOLVED FOR A COMPLETE AND OPERATING FACILITY.

B. GUARANTEE WORK TO BE FREE FROM DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER DATE OF FINAL ACCEPTANCE OR AS REQUIRED BY SPECIFICATIONS AS APPLICABLE.

C. OBTAIN AND PAY FOR ALL REQUIRED PERMITS, FEES, AND INSPECTIONS, COORDINATE WITH ALL OTHER TRADES, APPLICABLE SPECS, DRAWINGS, AND OWNER'S DIRECTIONS.

D. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES, SPECIFICATIONS, DRAWINGS, AND OWNER'S DIRECTIONS.

E. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS; SEE DRAWING S-1. F. FOR ELECTRICAL GENERAL NOTES AND ABBREVIATIONS; SEE DRAWING E-1.

1.2 GENERAL CONDITIONS

1.3

1.4

A. SURVEY JOB SITE TO OBTAIN A FULL UNDERSTANDING OF THE WORK INVOLVED IN CONNECTION WITH ANY EXISTING CONDITIONS. ADDITIONAL FEES WILL NOT BE PAID FOR MISSED OR OVERLOOKED CONDITIONS REQUIRING ADDITIONAL WORK IF DETERMINED BY THE ENGINEER THAT SAID CONDITIONS COULD HAVE BEEN REASONABLY DETECTED DURING THE JOB SURVEY.

B. PROVIDE EQUIPMENT THAT IS NEW BEARING ACCEPTANCE LABEL FROM CERTIFIED TESTING LABORATORY (UL OR OTHER AGENCY GENERALLY RECOGNIZED BY THE INDUSTRY).

C. THE MECHANICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHOW THE RELATIONSHIP BETWEEN EQUIPMENT AND CONNECTIONS. DO NOT SCALE THE DRAWINGS FOR EXACT SIZE OR LOCATIONS. FABRICATION AND/OR INSTALLATION DETAILS ARE MORE SPECIFIC AND SHOULD BE CLOSELY FOLLOWED.

D. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, THE BUILDING AND RELATED CONSTRUCTION CODES OF JEFFERSON PARISH, THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL FUEL GAS CODE, THE 2006 INTERNATIONAL MECHANICAL CODE, AND THE 2006 INTERNATIONAL EXISTING BUILDING CODE.

EQUIP"MENT: A. EQUIPMENT SELECTIONS AS SHOWN ON THE DRAWINGS ARE FOR DESIGN

PURPOSES ONLY. ACTUAL INSTALLED EQUIPMENT MAY DIFFER FROM THAT SHOWN. EQUIPMENT TYPE, PHYSICAL SIZE, WEIGHT, CAPACITIES ANO PERFORMANCE CHARACTERISTICS SHALL BE GOVERNING FACTORS IN SUBMITTING "OR EQUALS" FOR REVIEWS AND APPROVAL. COORDINATE EQUIPMENT ELECTRICAL REQUIREMENTS WITH ELECTRICAL DRAWINGS.

SUBMITTALS & ACCEPTANCE: A. UNLESS OTHERWISE INSTRUCTED, THE CONTRACTOR SHALL SUBMIT SEVEN (7)

SETS OF SHOP DRAWINGS ON HVAC EQUIPMENT TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO AND AFTER PURCHASE OF EQUIPMENT. HVAC EQUIPMENT BEING SUBMITTED MUST BE CLEARLY IDENTIFIED ON THE SUBMITTALS AND BE REFERENCED WITH CORRESPONDING l.D. MARKS FROM DRAWING SCHEDULES. THE SUBMITTALS MUST ALSO INCLUDE ALL RELATED ACCESSORIES AND APPURTENANCES.

B. THE MECHANICAL SYSTEMS SHALL HAVE TESTING AND BALANCING PERFORMED BY AN INDEPENDENT CERTIFIED BALANCE CONTRACTOR. THIS CONTRACTOR SHALL PREPARE ANO SUBMIT A COMPLETE REPORT SUBMITTED TO THE ENGINEER, IDENTIFYING ALL MAJOR PIECES OF HVAC EQUIPMENT AND AIR DISTRIBUTION DEVICES WITH PERFORMANCES AND FINAL AIR BALANCE OF EACH. SUBMITTAL SHALL BE PRESENTED TO THE BUILDING OWNER OR TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL AT END OF PROJECT. JOB CLOSEOUT SHALL NOT BE EFFECTIVE UNTIL FINAL BALANCE REPORT IS ACCEPTED AND APPROVED.

C. HVAC CONTRACTOR SHALL CHANGE OUT THE EQUIPMENT FILTERS AT THE TIME OF POSSESSION OF THE PROJECT BY THE OWNER, USING ONLY NEW FILTERS OF THE PROPER SIZE ANO TYPE.

D. HVAC CONTRACTOR SHALL REPAIR, REPLACE, OR REPAINT TO MATCH EXISTING SURFACES DAMAGED BY THE HVAC CONTRACTOR DURING INSTALLATION OF MECHANICAL EQUIPMENT.

E. HVAC CONTRACTOR SHALL REMOVE FROM THE JOB SITE ANY MATERIALS NOT ECONOMICALLY RECOVERABLE. ANY MATERIALS REMOVED FROM THE JOB SITE AND SOLD FOR SALVAGE SHALL BE CREDITED TO THE OWNER'S ACCOUNT.

PART 2. EQUIPlvIENT

2.1

I 2.2

2.3

2.4

2.5

GENERAL: A. COORDINATE THE LOCATIONS OF EQUIPMENT TO PROVIDE ALL NECESSARY

CLEARANCES FOR MAXIMUM PERFORMANCE AND MAINTENANCE. B. PERMANENTLY IDENTIFY ALL EQUIPMENT AND SERVICES USING STENCILS,

PLASTIC MARKERS, OR TAGS. IN ADDITION, ALL MAJOR PIECES ENGRAVED OR STAMPED WITH THE FOLLOWING MINIMUM INFORMATION (AS APPLICABLE): MANUFACTURER, MODEL NUMBER, SIZE, SERIAL NUMBER, HEATING / COOLING CAPACITIES (BTUH), FAN CAPACITY (CFM), GAS INPUT (BTUH), VOLTAGE, AMPS, AND SERVICE FACTOR. NAMEPLATE SHALL BE LOCATED IN AN EASILY ACCESSIBLE AREA ON THE EQUIPMENT AND SHALL NOT BE COVERED OR OBSCURED. MANUFACTURER'S NAMEPLATE SHALL BE ACCEPTABLE PROVIDING THE ABOVE CRITERIA IS ADHERED TO. IDENTIFY ASSOCIATED PIECES OF THE EQUIPMENT WITH THE NUMBER OF ITS CORRESPONDING PIECE.

C. ALL VALVES AND PIPING SPECIALTIES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. USE ECCENTRIC REDUCERS ON CONTROL VALVES WHERE REQUIRED.

D_ HVAC CONTRACTOR SHALL PROVIDE ALL ROOF CURBS TO THE GENERAL CONTRACTOR FOR ASSEMBLY AND INSTALLATION PRIOR TO THE INSTALLATION OF ROOFING MATERIALS.

E. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SUPPORTING ANGLES AND EXTRA SUPPORT BEAMS FOR ROOF TOP A.C. UNITS, EXHAUST FANS, ETC.

REFRIGERANT PIPING: A. REFRIGERANT LIQUID ANO SUCTION LINES SHALL BE SIZED AND INSTALLED IN

ACCORDANCE WITH DX EQUIPMENT MANUFACTURER'S RECOMMENDATIONS, WITH ASHRAE STANDARDS AND WITH APPLICABLE DETAILS AND SPECIFICATIONS. WHERE CONDITIONS WARRANT, LENGTH OF RUN ANO CHANGE IN ELEVATION SHALL BE CONSIDERATIONS IN SIZING REFRIGERANT LINES. REFRIGERANT LINES SHALL BE INSULATED USING 3/4" THICK, CLOSED CELL, ELASTOMERIC PIPE INSULATION. WHERE CONCEALED IN BUILDING CONSTRUCTION, ROUTE REFRIGERANT LINES THROUGH PVC CONDUIT.

B. ALL PIPING INSULATION SHALL RUN CONTINUOUSLY THROUGH FLOORS, WALLS, AND PENETRATIONS.

DRAIN LINES: A. ALL CONDENSATE DRAIN LINES SHALL BE SCHEDULE 40 PVC-DWV PIPE AND

FULL SIZE OF EQUIPMENT DRAIN. TRAP AND VENT AT EQUIPMENT. ROUTE TO NEAREST FLOOR DRAIN OR ELSEWHERE AS DIRECTED. MAINTAIN A MINIMUM 2" AIR GAP. SEE PLUMBING DRAWINGS - IF GRAVITY DRAIN IS NOT AVAILABLE; FURNISH AND INSTALL CONDENSATE REMOVAL PUMP AND DISCHARGE AS DIRECTED.

POWER WIRING: A. PROVIDE STARTERS, DISCONNECTS, POWER WIRING, OR OTHER DEVICES

INDICATED ON DRAWINGS. ALL THESE DEVICES ARE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR WITH THE FOLLOWING EXCEPTION: WHEN DISCONNECTS ARE LISTED IN THE HVAC EQUIPMENT SCHEDULE AS AN ACCESSORY TO THE HVAC EQUIPMENT (UNLESS NOTED "BY EC") THEY SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR. COORDINATE WIRING INSTRUCTIONS AND REQUIREMENTS WITH ELECTRICAL DRAWINGS.

SAFETY SHUT DOWN: A. ALL RECIRCULATING AIR HANDLING SYSTEMS 2,000 CFM AND GREATER AND/OR

WHICH SERVE AN AREA HAVING A DIRECT MEANS OF EGRESS SHALL HAVE AN APPROVED SMOKE DETECTOR AND FIRESTAT INSTALLED IN THE RETURN AIR STREAMS PRIOR TO EXHAUSTING FROM BUILDING OR MIXING WITH FRESH AIR MAKE-UP AND IN THE SUPPLY AIR STREAMS. THE SENSING DEVICES SHALL AUTOMATICALLY SHUT DOWN THE AIR HANDLER UNIT'S FAN IF SMOKE OR A MINIMUM TEMPERATURE OF 136"F IS DETECTED. COORDINATE WITH THE ELECTRICAL DRAWINGS, ELECTRICAL CONTRACTOR, AND/OR FIRE ALARM EQUIPMENT SUPPLIER AND INSTALLER (AS APPLICABLE).

B. FIRESTAT AND SMOKE DETECTOR SHALL BE FURNISHED, CONNECTED, AND INSTALLED BY MECHANICAL CONTRACTOR (EXCEPT WHEN SMOKE DETECTOR IS TO BE CONNECTED TO BUILDING FIRE ALARM SYSTEM, IT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND INSTALLED BY THE MECHANICAL). INSTALL SENSING DEVICES IN ACCORDANCE WITH CONTROL SUPPLIER'S RECOMMENDATIONS.

I 2 I 3 I 4 I 5 I 6 I

i

PART3. DUCT\\'ORK AND DEVICES

3.1 FABRICATION: A. DUCTS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA

"HVAC OUCT CONSTRUCTION STANDARDS" FOR LOW PRESSURE APPLICATION. RECTANGULAR DUCTS SHALL HAVE PITTSBURGH LOCK LONGITUDINAL SEAMS AND DRIVE AND SLIP TRANSVERSE JOINTS. ROUND DUCTWORK SHALL HAVE SNAPLOCK LONGITUDINAL SEAMS WITH CRIMPED TRANSVERSE JOINTS SECURED WITH SHEET METAL SCREWS. TAPE AND SEAL JOINTS AS REQUIRED. DUCTMATE SYSTEM MAY BE USED WHERE SPACE PERMITS.

B. SHEET METAL DUCTWORK SHALL BE FABRICATED FROM MINIMUM 26 GAUGE GALVANIZED SHEET STEEL, ASTM A-527. DUCTWORK TO BE PAINTED SHALL BE FABRICATED FROM PAINT-GRIP METAL.

C. HANGERS SHALL BE IN ACCORDANCE WITH THE SMACNA STANDARDS RECOMMENDATIONS. MAXIMUM SPACING SHALL BE EIGHT (8) FEET. PROVIDE SUPPORT WITHIN TWO (2) FEET OF EACH TAKE OFF.

D. ALL ROUND DUCTWORK ELBOWS SHALL BE RADIUS TYPE WITH CENTERLINE RADIUS EQUAL TO 1.5 X WIDTH. RECTANGULAR DUCT ELBOWS SHALL BE RADIUS TYPE WITH 1.5 CENTERLINE RADIUS WHERE INSTALLATION PERMITS. SQUARE THROATED ELBOWS WITH SINGLE WALL TURNING VANES SHALL BE USED WHERE RADIUS TYPE RECTANGULAR DUCT ELBOWS CAN NOT BE PRACTICALLY INSTALLED. FABRICATE AND INSTALL PER SMACNA STANDARDS.

E. TO MINIMIZE NOISE TRANSMISSION THRU DUCTWORK AT LEAST ONE DUCT ELBOW (OR EQUIVALENT) SHALL BE INSTALLED BETWEEN UNIT AND ANY OUTLET OR INLET OPENING LOCATIONS.

F. FLEXIBLE DUCTWORK AND ROUND DUCTWORK RUNOUTS SHALL BE ATTACHED TO RECTANGULAR MAINS USING CONICAL SPIN-IN FITTINGS OR BELL-MOUTH "STICK-ON" FITTINGS WITH ADHESIVE GASKETS. THE INLET RADIUS ON BELLMOUTH FITTINGS SHALL BE MINIMUM 1)2". BOTH TYPE FITTINGS SHALL BE EQUIPPED WITH MANUAL BALANCING DAMPERS WITH LOCKING QUADRANTS.

o. BRANCH CONNECTIONS OFF OF ROUND DUCT MAINS SHALL BE MADE USING A DIVERGING FLOW, CONICAL TEE OR A DIVERGING FLOW, COMBINATION TEE WITH 45" BOOT. IN NO CASE WILL STRAIGHT TEES BE ALLOWED. "Y' TAKE-OFFS ARE ALSO ACCEPTABLE.

H. IN CONCEALED LOCATIONS WHERE SPACE PERMITS, ROUND DUCTWORK MAY BE SUBSTITUTED FOR RECTANGULAR. THE ROUND DUCT SHALL BE SIZED TO HAVE A FRICTION LOSS EQUAL TO OR LESS THAN THAT OF THE RECTANGULAR DUCT.

I. INSTALL BALANCING DAMPERS AT ALL BRANCH DUCT TAKE-OFFS AND AT END OF RUNS.

J. INSTRUMENT TEST HOLES SHALL BE LOCATED IN ALL NEW SUPPLY, EXHAUST, AND RETURN DUCTS.

K. ALL EQUIPMENT, DUCTWORK, AND PIPING SHALL BE SEISMIC ALLY RESTRAINED IN ACCORDANCE WITH THE LOCAL CODES.

L. ALL PIPING SHALL BE SUPPORTED ADJACENT TO EQUIPMENT, TO PREVENT WEIGHT OF PIPING BEING TRANSFERRED TO OR PLACED ON THE EQUIPMENT.

M. ALL BALANCING DAMPERS SHALL BE LOCKED IN POSITION ONCE VOLUME BALANCE HAS BEEN ACHIEVED WITH A LOCK-NUT OR LOCK-WASHER AND WING NUT COMBINATION.

3.2 INSULATION: A. ALL SHEET METAL SUPPLY AND RETURN DUCTWORK ROUTED IN SPACES WHICH

MAY BE SUBJECT TO DESIGN TEMPERATURE CONDITIONS SHALL BE EXTERNALLY INSULATED (UNLESS OTHERWISE NOTED) WITH 2" THICK, 0.75 LB. DENSITY, FOIL FACED FIBERGLASS BLANKET TYPE INSULATION WITH VAPOR BARRIER ON OUTSIDE_ INSTALL IN ACCORDANCE WITH THE SMACNA DUCT CONSTRUCTION STANDARDS FOR DUCT INSULATION APPLICATION. INSULATION SHALL BE APPLIED CLEAN AND ORY.

B. SUPPLY DUCTWORK ROUTED IN CONDITIONED SPACES AND IN INTERIM SPACES (UNCONDITIONED SPACES BETWEEN CONDITIONED SPACES) SHALL BE INSULATED WITH 1-1/2" THICK, 0.75 LB., BLANKET TYPE INSULATION WITH VAPOR BARRIER ON OUTSIDE. INSTALL IN ACCORDANCE WITH THE SMACNA DUCT CONSTRUCTION STANDARDS FOR DUCT INSULATION APPLICATION. INSULATION SHALL BE APPLIED CLEAN AND DRY.

C. RETURN DUCTWORK ROUTED IN CONDITIONED AND INTERIM SPACES SHALL BE UNINSULATED. INSTALL IN ACCORDANCE WITH THE SMACNA DUCT CONSTRUCTION STANDARDS FOR DUCT INSULATION APPLICATION. INSULATION SHALL BE APPLIED CLEAN AND DRY.

D. OUTSIDE AIR INTAKE DUCTWORK SHALL BE INSULATED WITH 1-1 /2" FIBERGLASS BLANKET INSULATION. GENERAL EXHAUST DUCTWORK NEEDS NOT TO BE INSULATED.

E. DUCTWORK SECTIONS BETWEEN AIR HANDLER AND TO TWO (2) FEET PAST FIRST ELBOW ON BOTH SUPPLY AND RETURN (OR FOR FIRST TEN (10) LINEAR FEET) SHALL BE INTERNALLY LINED WITH ONE (1) INCH THICK, 3.0 POUND DENSITY, RIGID FIBERGLASS INSULATION WITH FIRE RESISTANT COATING ON AIRSTREAM SIDE FOR SOUND ATTENUATION. DUCT DIMENSIONS ARE NET INSIDE DIMENSIONS. INSTALL USING APPROPRIATE FASTENERS AND ADHESIVES (OWENS - CORNING AEROFLEX PLUS OR EQUAL COMPLYING WITH ASTM C 665).

3.3 FLEXIBLE DUCT: A. ALL FLEXIBLE DUCTWORK SHALL BE INSULATED TYPE FOR LOW PRESSURE

APPLICATIONS. FLEXIBLE DUCTWORK SHALL BE UL LISTED FOR UL 181 CLASS 1 AIR DUCT MATERIAL AND SHALL COMPLY WITH NFPA STANDARDS 90A AND 90B. MAXIMUM LENGTH OF RUN SHALL BE 5' -0" ANO SHALL BE INSTALLED FREE OF KINKS AND ABRUPT TURNS.

3.4 PENETRATIONS: A. SLEEVES SHALL BE INSTALLED WHERE DUCTS, LOUVERS, OR PIPING

PENETRATE NON-RATED EXTERIOR WALLS (FOUNDATION WALLS), PARTITIONS, FLOORS, OR ROOF. PACK AROUND SLEEVE AND SEAL WEATHER TIGHT. INSTALL FLASHING AND COUNTER FLASHING. SLEEVES SHALL BE MINIMUM 16 GAUGE GALVANIZED STEEL AND SHALL BE FIRMLY SET IN BUILDING STRUCTURE.

B. LOCATE ALL DUCT OPENINGS (SUPPLY DIFFUSERS, RETURN GRILLES, ETC.) A MINIMUM OF FIVE (5) LINEAR FEET OF DUCT RUN FROM 1 HOUR RATED FIRE BARRIER PENETRATIONS. IN ADDITION, DUCTS PENETRATING 1 HOUR FIRE BARRIERS MUST BE FABRICATED FROM MINIMUM 26 GAUGE SHEET METAL &IQ BE NO LARGER THAN 100 SQUARE INCHES IN CROSS SECTIONAL AREA. IF ANY ONE OF THESE CRITERIA IS NOT MET AN NFPA APPROVED FIRE DAMPER WILL BE REQUIRED.

3.5 MISCELLA.NEOUS: A. THE FINAL LOCATION OF AIR DISTRIBUTION DEVICES AND RETURN GRILLES

SHALL BE ADJUSTED AS NECESSARY TO CLEAR THE BUILDING STRUCTURAL SYSTEM. COORDINATE LOCATION OF CEILING AIR DISTRIBUTION DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND THE INSTALLED CEILING GRID SYSTEM (As APPLICABLE).

B. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES AND SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND AS INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS, WHICH SHALL BE TURNED OVER TO THE OWNER UPON COMPLETION OF THE PROJECT.

PART4. CONTROLS

4.1 GENERAL: A. PROVIDE CONTROLS REQUIRED TO OPERATE EQUIPMENT AND AS INDICATED ON

DRAWINGS. WIRE AND CONNECT AS REQUIRED.

4.2 THERMOSTATS: A. UNLESS OTHERWISE NOTED, ALL HEATING/COOLING WALL THERMOSTATS SHALL

BE REMOTE TYPE, 7-DAY PROGRAMMABLE AND SHALL BE WALL MOUNTED AT 5' -6" AFF (INSTALL AT 4' -D" AFF WHERE REQUIRED AND/OR AS DIRECTED TO MEET HANDICAP ACCESSIBILITY). ALL PROGRAMMABLE THERMOSTATS SHALL BE HONEYWELL MDL. T7300 OR APPROVED EQUAL AND SET AT 75'F FOR COOLING AND ?O'F FOR HEATING IN OCCUPIED MODE. ALL HEATING ONLY WALL THERMOSTATS SHALL BE MOUNTED AT 5' -6" AFF AND SET AT 68'F.

B. THE ASSOCIATED AIR HANDLING UNIT FAN SHALL BE SET TO RUN CONTINUOUSLY WHEN THERMOSTAT IS IN OCCUPIED MODE AND ONLY WHEN CALLED FOR IF THERMOSTAT IS IN UNOCCUPIED MODE. THERMOSTATS SHALL BE EQUIPPED WITH A MANUAL OVERRIDE BUTTON TO TEMPORARILY CHANGE OVER FROM UNOCCUPIED MODE TO OCCUPIED MOOE ON DEMAND.

c. THERMOSTATS LOCATED ON OUTSIDE WALLS SHALL BE MOUNTED ON 1" THICK RIGID INSULATION BOARD. INSTALL CLEAR LEXAN LOCKING COVERS OVER THERMOSTATS WHERE REQUIRED AND/OR AS DIRECTED. INSTALL EXPLOSION PROOF LOCKING COVERS OVER THERMOSTATS WHERE THERE IS A POSSIBILITY OF GAS FUMES COMING INTO CONTACT WITH THE THERMOSTAT AS DIRECTED AND OR REQUIRED.

4.3 CONTROL VllRING: A. CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH CONTROL

MANUFACTURER'S SUGGESTIONS ANO RECOMMENDATIONS. CONTROL WIRING AND CONTROL WIRING CONNECTIONS TO HVAC EQUIPMENT SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR. ALL EXPOSED CONTROL WIRING SHALL BE ROUTED IN CONDUIT.

7 I 6 I 9 I 10 I 11 I 12 I

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PART 5. PIPING

5.1 GENERAL: A. PROVIDE PROPER IMPLEMENTS, TOOLS, AND FACILITIES FOR THE SAFE AND

CONVENIENT PERFORMANCE OF THE WORK. PIPE AND FITTINGS SHALL BE CAREFULLY INSTALLED BY SUITABLE MEANS AND EQUIPMENT IN SUCH A MANNER AS TO PREVENT DAMAGE TO MATERIALS.

B. INSURE THAT FOREIGN MATERIAL WILL NOT ENTER THE PIPE WHILE BEING INSTALLED. AT TIMES WHEN PIPE INSTALLATION IS NOT IN PROGRESS; OPEN ENDS OF PIPING SHALL BE CLOSED WITH A WATERTIGHT PLUG OR OTHER MEANS.

C. NO PIPING IS TO BE INSULATED, CONCEALED, OR COVERED UNTIL IT HAS BEEN TESTED. THE WORD "PIPE" INCLUDES ALL PIPING, FITTINGS, NIPPLES, VALVES, AND ACCESSORIES.

D. ALL PIPE AND FITTINGS SHALL BE CAREFULLY EXAMINED FOR CRACKS AND OTHER DEFECTS BEFORE INSTALLATION IN FINAL POSITION. DEFECTIVE PIPE SHALL NOT BE UTILIZED. IF DEFECTS CANNOT BE REPAIRED; REPLACE WITH NEW PIPE AND NOTIFY CONTRACTOR.

5.2 MA.TERIALS: A ALL PVC PIPE EXCLUDING CONDENSATE LINES, SHALL BE IN ACCORDANCE

WITH ASTM 01784, SCHEDULE 80, TYPE I, GRADE 1. FITTINGS SHALL BE SOCKET TYPE, ASTM 02467. CEMENT TO MEET ASTM 02564.

B. ALL FLANGES SHALL BE 150 ASA STANDARD DRILLING, FLAT FACE, PVC TYPE 2, GRADE 1, AND SLIP TYPE. USE 7" VITON OR TFE GASKETS AND ASTM AJ07 GRADE B HEX HEAD BOLTS. FLANGE BOLT HOLES SHALL STRADDLE NORMAL CENTER LINES. USE STAINLESS STEEL FOR ANY STEEL BOLTS, WASHER, OR NUTS THAT ARE EXPOSED TO WEATHER.

C. ANY UNDERGROUND FACILITIES PIPE AND FITTINGS SHALL BE SCHEDULE 40 STEEL.

D. ALL VALVES AND FITTINGS SHALL BE PROVIDED FROM THE SAME MANUFACTURER TO INSURE PROPER FUNCTIONALITY.

5.3 FABRICATION:

5.4

A. CUT PIPES ACCURATELY TO MEASUREMENTS ESTABLISHED AT JOB SITE. REFERENCE DRAWINGS FOR SPECIAL INSTRUCTIONS.

B. USE STANDARD PIPE FITTINGS FOR MAKING CHANGES IN DIRECTION OR PIPE SIZE.

C. MAKE RUNS OF PIPE USING TWENTY (20) FOOT LENGTH SECTIONS OR GREATER WHENEVER PRACTICAL TO MINIMIZE THE NUMBER OF JOINTS.

D. INSTALL PIPING WITHOUT SPRINGING OR FORCING. INSTALL VERTICAL AND WITH THE PIPING PLUMB. OFFSET PIPING TO AVOID ANY INTERFERENCES, STRUCTURAL OR OTHERWISE.

E. THE SHORTEST LEG OF ALL SUPPORTING ANGLES SHALL BE INSTALLED IN THE HORIZONTAL POSITION.

PIPING SUPPORT: A. ANCHOR ABOVE GROUND PIPING AT KEY POINTS SO EXPANSION WILL OCCUR

IN THE DESIRED DIRECTION. ANCHORS SHALL BE SPACED TO PROVIDE MAXIMUM STRAIGHT RUNS OF PIPING. IN GENERAL, ANCHORS SHALL BE PLACED AT ALL POINTS OF THE SYSTEM WHERE ONLY A MINIMUM OF PIPING MOVEMENT CAN BE TOLERATED, SUCH AS BRANCH AND EQUIPMENT CONNECTIONS.

B. STEEL BRACKETS AND RACKS USED TO SUPPORT PIPING SHALL BE PRIMED ANO PAINTED PRIOR TO INSTALLATION. ALL THREADS SHALL BE COATED WITH SUITABLE GREASE.

C. HANGER SPACING: UNLESS NOTED OTHERWISE, HANGER SPACING SHALL NOT EXCEED MAXIMUM SPACING RECOMMENDED BY MANUFACTURER OR AS NOTED BELOW: STEEL DIAMETER: 1", 2", 3", 4", 6", ANO 8" WITH MAX SPAN OF ?ft, 101!, 12ft, 14ft, 171!, AND 191! RESPECTIVELY. HDPE (SDR11) DIAMETER; 2", 3", 4", AND 6" WITH MAX SPAN OF 4ft, Sit, 8ft, AND 12ft RESPECTIVELY. PVC (SCHEDULE 80) ( 1 OO"F) DIAMETER 1 ", 2", 3'', 4 ", AND 6" WITH A MAX SPAN OF 5ft, 6ft, ?ft, AND 81! RESPECTIVELY.

D. FURNISH ANO INSTALL ALL PIPE HANGERS AND SUPPORTS FOR ALL HORIZONTAL AND VERTICAL PIPELINES.

E. ND PIPING SHALL BE HUNG OR SUPPORTED FROM OTHER PIPING OR OTHER NON-STRUCTURAL ITEMS.

5.5 TESTING:

5.6

A. ALLOW ALL JOINTS TO CURE FOR TWELVE (12) HOURS PRIOR TO TESTING. B. ALL PIPING SHALL BE LEAK TESTED IN ACCORDANCE WITH ANSI B31.

PRESSURE TEST HOLDING TIME SHALL BE A MINIMUM OF ONE (1) HOUR. TESTS SHALL BE CONDUCTED PRIOR TO INSTALLING PIPE INSULATION. TEST PRESSURE SHALL BE ONE AND A HALF (1.5) TIMES THE OPERATING PRESSURE. PREPARE A TEST REPORT, PERFORM THE TEST IN THE PRESENCE OF A FACILITIES ENGINEER, AND SUBMIT THE TEST REPORT FOR ACCEPTANCE.

INSULATION: A. PIPING INSULATION SHALL BE ANTI-SWEAT FIBERGLASS, ONE (1) INCH IN

THICKNESS (R-3.1 MINIMUM), AND WITH AN ALL-SERVICE JACKET COMPLETELY SURROUNDING THE PIPE.

DEFINITION I ' ABBREVIATION DESCRIPTION SYMBOL I ~----- --~----~-------'-------------------------+-----------1-------------------------__.j i

ABOVE_ "'NISHED F'_OOR ~ I SQU!1RE SUPPL.Y AIR DIFFUSER ( 4-WAY WROW)

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AhU AIR H/\.NDLING UNIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

~-----------+------------------------+---------+---------------------------------j SUPPL Y A;R DUCT (FIRST DIMENSION IS S!DE SHOWN;

10x10 ASTM A\~lRICAN SOCIETY cOR 'ES TING AND MATERIALS

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' ! BOD BOTTO:\! O'- DUCT CHA.~ICE IN DUCT S!ZE INDIC1\TFD RY 'IC'< \IARK '

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EXHAUST /RETURN GRILLE (SIDEWALL)

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a. DIFFUSER / GRILLE TAG b. AIR BALANCE CFM LOUVER L

c. NECK SIZE (DUCT SIZE)

NFPA NATIONAc FIRE PROTfCTION /\.SSOCIATION UC UNDERCUT DOOR %" ------···------ ---------.---·-----·--·---------------j

0 A OUTSIDE AIR

• FIRE DAMPER IN PLAN/ELEVATION

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SPLITTER DAMPER OBD OPPOSED BLADE DAMPER Jrso

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-----------+-----------------------~

SA SUPPLY AIR I ®------. --------+-------------------------___, 1---------~--+----------------------__j

TEMPERATURE SENSOR iN DUCTWORK

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', I GI P1PING OR ROUND DUCT TURNING UP

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PARTITIONS SHALL BE PROVIDED WITH SLEEVES. THE SLEEVES SHALL BE ONE ( 1) INCH IN DIAMETER LARGER THAN THE OUTSIDE DIAMETER OF THE PIPES. FILL VOID SPACE AS NOTED ON CONSTRUCTION DIAGRAMS.

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PART 6. DEMOLITION

6.1 GENERAL: A. THE SCOPE OF MECHANICAL DEMOLITION SHALL BE AS AGREED UPON BY ALL

PRINCIPAL PARTIES INVOLVED ANO SHALL BE IN COORDINATION WITH THE PROPOSED NEW CONSTRUCTION.

B. THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL PHASES OF DEMOLITION WITH THE BUILDING MANAGER (OWNER); INCLUDING TRADES ANO SERVICES INVOLVED.

C. REMOVE ALL HVAC EQUIPMENT, DUCTWORK, DIFFUSERS, CONTROLS, ALL ASSOCIATED HANGERS, AND SUPPORTS. THIS INCLUDES ALL OTHER APPURTENANCES PRESENTLY EXISTING IN AREA DESIGNATED FOR NEW CONSTRUCTION (OR AS OTHERWISE INDICATED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE). COORDINATE DEMOLITION WORK WITH THE DRAWINGS ANO ONLY REMOVE WHAT IS DETAILED WITHIN THEM. NOTE ITEMS TO BE REUSED.

D. PROVIDE A DETAILED SEQUENCE OF DEMOLITION AND REMOVAL WORK TO ENSURE THE UN-INTERRUPTED PROGRESS OF OWNER'S OPERATIONS AND AFFAIRS.FINAL SEQUENCE OF DEMOLITION SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO THE COMMENCEMENT OF WORK.

E. ENSURE THE SAFE PASSAGE OF PERSONS AROUND THE AREA OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT INJURY TO ADJACENT STRUCTURES, OTHER FACILITIES, AND PERSONS.

F. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS AT NO COST TO THE OWNER.

G. MAINTAIN EXISTING UTILITIES THAT ARE TO REMAIN, KEEP THEM IN SERVICE, AND PROTECT THEM AGAINST DAMAGE DURING DEMOLITION.

H. SALVAGE AND REFURBISH EXISTING EQUIPMENT AND/OR DIFFUSERS DEEMED TO BE COMPATIBLE WITH NEW CONSTRUCTION. REUSE ONLY WHERE AND AS DIRECTED. CREDIT SHALL BE GRANTED TO THE OWNER BY THE MECHANICAL CONTRACTOR WHERE EXISTING ITEMS ARE REUSED IN LIEU OF NEW.

!. SALE OF REMOVED ITEMS WILL NOT BE PERMITTED UNLESS OTHERWISE AGREED UPON BY OWNER. CREDIT OWNER'S ACCOUNT IF SALE OF SUCH ITEMS YIELDS A PROFIT.

l. DEMOLITION WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO INSURE FINAL COMPLIANCE WITH THE BUILDING AND RELATED CONSTRUCTION CODES OF THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, THE INTERNATIONAL MECHANICAL CODE, AND THE INTERNATIONAL EXISTING BUILDING CODE.

K. SEE HVAC PLAN FOR NEW CONSTRUCTION. L. EXISTING MECHANICAL EQUIPMENT, DIFFUSERS, DUCTWORK, CONTROLS, PIPING,

ETC. THAT IS NOT BEING REUSED, IS TO BE REMOVED FROM THE BUILDING AND DISPOSED OF.

M. ALL ITEMS NOT DEMOED ANO NOTED FOR REUSE ARE THE RESPONSIBILITY OF THE BUILDING MANAGER (OWNER).

N. AS NEW HVAC EQUIPMENT IS INSTALLED DURING DEMOLITION PHASE, ENSURE THAT THE NEW EQUIPMENT IS PROTECTED FROM DEMOLITION DEBRIS AND DUST. SEAL OFF ALL AIR ENTRANCES INCLUDING FILTER AREAS UNTIL UNIT IS OPERATIONAL. PERFORM START UP OF NEW HVAC EQUIPMENT AND THEN REPLACE FILTERS ONCE THE DEMOLITION IS COMPLETE.

0. MECHANICAL EQUIPMENT THAT IS ABLE TO BE REUSED (I.E. DIFFUSERS, CONTROLS, ETC.) IS PERMITTED PROVIDED THE EQUIPMENT IS FREE OF DEBRIS, FUNCTIONAL, AND APPROVED BY BUILDING OWNER FOR REUSE. DUCTWORK IS TO BE REUSED.

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that ii shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENITAITION OR WARRANITY IS MADE REGARDING ITHE ACCURACY OF ITHIS DOCUMENT.

PREPARED BY: I PROJECT NUMBER: 184440 13 I " I 15 I 16 I 17 I 18 19 I 21 I 22 I 23 I " 25 " I

DWN BY: EGA 2/25/16

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DRAWING NUMBER

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PLANT NAME

CAMERON LIQUEFACTION

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REV DESCRIPTION OWN CHKO APPVO DATE REV DESCRIPTION OWN CHKD APPVO DATE

0 ISSUED FOR CONSTRUCTION EGA PCA CMW 2/25/16

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: I PROJECT NUMBER: 184440

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KEYED NOTES:

1. EXISTING EXHAUST DUCT TO REMAIN.

2. DEMO EXISTING VAV BOX, TRANSITION, AND CONTROLS.

3. CUT EXISTING 14x14 HORIZONTAL DUCT AS SHOWN.

4. DEMO EXHAUST FROM LOCKER ROOMS BACK TO MAIN EXHAUST TRUNK. EXHAUST DUCT IS NOT FIELD VERIFIED AND ROUTING MAY DIFFER FROM ASSUMED ROUTE.

5. APPROXIMATE CONNECTION TO MAIN EXHAUST.

6. SEE DEMOLITION NOTES ON CAM-ARH-DWG-720023.

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1 document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written PLANTNAME CONTROL & EXERCISE ROOM HVAC NEW WORK FLOOR PLAN consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT. CAMERON LIQUEFACTION PLANT

l HACKBERRY, LA "

DESCRIPTION REV DWN CHKD APP VD DA TE REV DESCRIPTION Dl'IN CHKD APPVD DATE

I PROJECT NUMBER: 184440 PREPARED BY: CAMERON LIQUEFACTION PROJECT I 14 15 I 16 I 17 19 20 I 21 22 I I 27 I " 29 30 I " I " I " I 34 I 35

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I / DUCT IN HATCHED AREA / TO BE DEMOISHED

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KEYED NOTES:

1. REMOVE EXISTING GRILLE OR EXHAUST FAN COMBO AND RECONNECT TO EXISTING EXHAUST DUCTWORK. CFM'S SHOWN REFLECT DESIGN AMOUNTS. NEW TOTAL EXHAUST AIR FROM 1 ST FLOOR IS 125 CFM. REBALANCE EXHAUST FAN ON ROOF.

2. DEMO SUPPLY AIR DUCT BACK TO CONNECTION POINT SHOWN. CAP DUCT AND REBALANCE PAC-001 PER ORIGINAL DRAWING MINUS 300 CFM. 200 CFM TO BE REUSED IN NEW CORRIDOR 142. SEE SHEET CAM-ARH-DWG-720027. PAC-001 TO BE REBALANCED TO APPROXIMATELY 2825 SUPPLY AIR AND 2750 RETURN AIR.

3. TAB EXISTING GRILLES AND DIFFUSERS PER CAM-ARH-DWG-2203. CFMS SHOWN FOR REFERENCE.

4. SEE DEMOLllON NOTES ON CA-ARH-DWG-720023.

5. DEMO EXISTING VAV BOX, TRANSITIONS AND CONTROL.

I 35

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11111~ I I I I I I I I KEY PLAN ORIGINAL SCALE 1/8"=1'-0"

D\11'1 CHKD APP VD DA TE REV REV DESCRIPTION DESCRIPTION DATE D\11'1 CHKD APPVD DATE SCALE: 1 /8" = 1'-0" DRAl'nNG NUMBER

CAM-ARH-DWG-720026

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REV DESCRIPTION

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OWN CHKD APPVD DATE

27 I 28 29 3D 31 I 32 I 33 I

KEYED NOTES:

1. CONNECT TO EXISTING 1 Ox20 SUPPLY AIR DUCT WITH DAMPER SET FOR 200 CFM.

2. MOUNT RA GRILLE TO BOTTOM OF EXPOSED DUCT.

34

REUSE EXISTING RA OPENING IF FEASIBLE. PROVIDE DAMPER FOR TAB.

3. TIE 12x10 RA DUCT INTO EXISTING 20x12 RA DUCT WITH TRANSITION OR LEAVE OPEN ABOVE NEW DROP CEILING. A NEW DAMPER IS NEEDED FOR TAB.

4. TIE EXISTING 20x16 INTO NEW 12x12 VIA TRANSITION.

5. TOOL SHOP NOT PROVIDED WITH VAV CONTROLLED ENVIRONMENT. TEMPERATURES WILL HAVE A LARGER VARIANCE THAN OTHER SPACES. UNIT HEATER PROVIDED FOR HEATING. LOAD CALC SHOWS MINIMAL TO NO HEATING LOAD IN THE SPACE.

6. ENSURE PROPER FIRE DAMPERS EXIST (1-HR) AT ALL WALL AND CEILING PENETRATIONS.

7. TRANSFER DUCT.

8. 6x4 EA DUCT TO CONNECTION WITH EXISTING EXHAUST DUCT. COORDINATE WITH DEMO SHEET CAM-ARH-DWG-720026, NOTE #1.

•

KEY PLAN

0 4 8 12 16ft

1111111 I I I I I I I I ORIGINAL SCALE 1/8"=1'-0"

T 35

SCALE: 1 /8" ~ 1'-0" DA TE

OWN BY EGA 2/25/16 ~ Cameron LNG DRAWING NUMBER

CAM-ARH-DWG-720027

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CHKD BY: CJW 2/25/16 "-.:'. .- CAD FILE NAME 1-r---------------1-1-1-1--1-1--------------1-1-1---t----t-;F;;:;INA~L-;:CK;,-:--__::::.:.:_T:.'....:...'--i---_:=----=--------_J184440-CAM-ARH-DWG-720027

ENGR.: c~cJ1r

I

0 ISSUED FOR CONSTRUCTION EGA CJW CMW 2/25/16

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: I PROJECT NUMBER: 184440 14 15 I 16 I 17 18 19 20 21 T 22 23 I • • • I

APP RV:

APP RV:

PLANT NAME

CAMERON LIQUEFACTION PLANT

HACKBERRY, LA

27 I 2s I 30

1---------IV RE\>1SION

0

GUARD HOUSE HVAC NEW WORK FLOOR PLAN w

CAMERON LIQUEFACTION PROJECT I " I " I • l 34 I 35

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VAV TERMINAL UNIT WITH REHEAT SCHEDULE MANUFACTURER I

INLET ELECTRICAL WEIGHT TAG IDENT. DESIGN MINIMUM INLETS.P. INPUT SUPPLIED ELEC. HEAT VOLTS I ROOM SERVED (#) REMARKS

MODEL NO. SIZE QN.) AP.D. REQUIRED MOP MCA (LB.)

CFM CFM (IN. W.G.) (IN. W.G.) (MBH) (KW) (KW) STAGE(#) PH VAV-230 TRANE I VCEF05 5 360 110 0.75 0.020 1.8 0.5 1.0 1 48013 15 10.42 38 E:<ERCISE 1-7

~ VAV-240 TRANE I VCEF05 5 330 100 0.75 0.020 3.8 1.1 1.5 1 480{3 20 15.63 38 OFFICE 240 H g 8 VA '242 TRANE I VCEF05 5 325 100 0.75 0.020 2.8 0.8 1.0 1 48013 15 10.42 38 OFFICE 241-243 1-7 9 VAV-245 TRANE I VCEF05 5 275 85 0.75 0.020 2.4 0.7 1.0 1 48013 15 10.42 38 OFFICE 202. 245 1-7 ::> ~ VAV-248 TRANE I VCEF05 5 230 70 0.75 0.020 0.5 01 1.0 1 48013 15 10.42 38 OFFICE 248, COPY, CORR 1-7

VAV-247 TRANE I VCEF05 5 170 55 0.75 0.020 0.4 0.1 1.0 1 48013 15 10.42 38 OFFICE 247, 248

REMARKS; 1. CONTROL TYPE VENT FLOW: DC4oo ooc:BASIC (ELEciRIC HEAT= PVVM) VENDOR TO VERIFY . . 2, MIN. A.P.D. IS STATIC PRESSURE DROP ACROSS BOXAT FULL OPERATION

IDENT.

A B c D

-

REMARKS:

.

i

IDENT

rlJH-1

-

REMARKS:

..........

1. 2. 3. 4. 5.

3. FACTORY SUPPLIED POWER DISCONNECT SWITCH . 4. {OUTLET END, VENDOR TO DETERMiNE oun::eTSlZE. PROVIDE PROPER TRANSITIONS FROM ROUNT TO RECTANGULAR DUCTWORK AS REQUIRED.

5 .. ELECTRONIC CONTROLLERAND AVERAGING AIR FLOW SENSOR 6. ZoNE SENSOR {THERMOSTAT) VVrrH EXTERNALLY ADJUSTABLE SET POINT ARE INCLUDED ON ALLVAV BOXES \IAV-i34 IS ASSOCIATED WITH ANOTHER ZONE SENSOR (IHERMOSTAT) AND

SHOULD AVERAGE TEMPERATURES WHERE APPLICABLE. SEE PLAN FOR LOCATIONS. 7. OR APPROVED EQUAL"

DIFFUSER I GRILLE SCHEDULE

MANUFACTURER i MODEL NO. USE TYPE NC REMARKS

METAL-AIRE I 5700-6 SA T-!lAR 16 1-5, 11 METAL-AIRE I CC5-6 RA T-!lAR 25 1,2,4-7

METAL-AIRE I V4004-1 SA SIDEWALL 27 1.2,5,6,8,9 METAL-AIRE I RH-1 RA SIDEWALL 25 1,2,5.8, 10

- - . -

. STANDARD FINISH 'OR APPROVED EQUAL LOUVER FACED, 4=WAY THROW .24" X24" T-BAR LAY-IN FRAME {PANEL MOUNTED)- FIELD VERIFY CEILING TYPE 'SPECIFY STEEL, AlUMINIMUM, OR ALUMINIZEO STEEL ACCORDING TO OWNER SPECIFICATIONS

..

6. OPPOSED SLADE DAMPER 1.--11;r•x112•x112•0F<io ·· ~~- qH'""''

a. 7 SURFACE MOUNT .. "

9. DOUBLE DEFLECTION 10. FlxED HORIZONTAL BLADES 11. RADIAL SHUTTER DAMPER

ELECTRIC UNIT HEATER MANUFACTURER I MODEL MAX HEATING

AIR TEMP. WEIGHT MAX MTG. NO. KW VI o

AMPS BTU CFM THROW

RISE ('F) ()..BS.) HE'IGHTAFF AREA SERVED REMARKS

(FT.) MARKEL I P3PUH03CA i 3.3 48013 4 11.2 400 26 26 36 9'-0" TOOL 133 1-8

- - - - - - - - - -WALL MOUNT BRACKET (MODEC#uRs:i)

'

1. i. wALLMouNTI;ti1HtRtviosTATw1rt-tM'A.f.JuALswitCH (Moutl!TT-STAt@s•.s· AFF AND sEr ® so'Fl 3. PROVIOE STANDARD LOUVER DIFFUSER. COMPLETELY ADJUSTABLE LEFT/RIGHT AND UP/DOWN.

. 4. . FACTORY WIRED MANUAL oisc6NNECT ..

5. RECOMM.ENDED MOUNTING HEIGHT AT l)'-O''. INSTALL 1'-0' BELOW DECK FOR PROPER ROOM HEATING .. 6. UPC# 711401 7. PROVll'lE OPTiONAL SUMMERFANSWll'CH

. ...

8. OR APPROVED EQUAL

REV

PREPARED BY:

4 5 10 11 12 13 14 15

1-7

DESCRIPTION

16

17 19 21 22 23 24 25 27

OWN CHKD APPVD DATE REV DESCRIPTION OWN CHKD APPVD DATE SCALE:

OWN BY:

CHKD BY:

FINAL CK:

ENGR.:

APP RV:

APP RV:

17 18 19 21 22 23 24 25 21

2B 29

1/8" ~ 1'-0" DATE

EGA 2/25/16

CJW 2/25/16

28

30 31 32 33

~ Cameron LNG ""' -

30 31 32 33

34 35

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SUPPLY MAIN

MANUAL VOLUME DAMPER

·· BRANCH --~--"'

10

COMBINATION TEE WITH 45· BOOT DAMPER HANDLE WITH

LOCKING QUADRANT

TYPICAL ROUND TO ROUND 45' TAKE-OFF FITTING

NTS

SUPPLY DUCT I

'

VARIABLE AIR VOLUME DAMPER WITH CONTROL MODULE

11 12 13

CONTROL WIRING BETWEEN VAV DAMPER CONTROL MODULE, ZONE

SENSOR & CONTROL PANEL (PER MFR'S. INSTRUCTIONS)

I

_I ' - --- ----- - --

INSULATED, FLEXIBLE DUCT. MAX.

BELL -MOUTH OR CONICAL SPIN-IN

FITTING

CONTROL WIRING BETWEEN VAV DAMPER CONTROL MODULE, ZONE

SENSOR & SYSTEM CONTROLLER (PER MFGR'S. INSTRUCTIONS)

SUPPLY DIFFUSER (SEE SCHEDULE)

LENGTH 5'-0". INSTALL FREE OF KINKS & ABRUPT TURNS. (MAINTAIN MIN. 4" CLEARANCE ABOVE FIRE RATED CEILING)

T_YP l~AL BR AN CH DU CT.~W~I T~H_V~A~V~D A~M~P~E_R INSTALLATION

ADJUSTABLE DISCHARGE

LOUVERS

UNIT HEATER

SEE SCHEDULE FOR THERMOSTAT OPTION

NTS

WALL MOUNT BRACKET SUPPLIED WITH UNIT HEATER. SE CU RELY ATTACH TO WALL.

-- INTAKE LOUVERS

· · - MOUNTING HEIGHT FROM FLOOR TO BOTTOM OF UNIT. SEE UNIT HEATER SCHEDULE FOR MAXIMUM DISTANCE.

ELECTRIC UNIT HEATER DETAIL NTS

5 10 11 12 13

14 15 16 17 16 19 20 21

UNIT CONTROL MODULE

- - -~ _r_- ---

------------ \ .---------- -

----...:. ~--""'---------

VARIABLE AIR VOLUME DAMPER

SQUARE TO ROUND TRANSITION AS REQUIRED (TYP 2 PLCS.)

PLAN VIEW

VAV CONTROL DAMPER DETAIL NTS

SHEET METAL SUPPLY DUCT (INSULATED)*

/~. . ./

3" MIM. 6" MAX.**

DOUBLE DEFLECTION SUPPLY REGISTER WITH VOLUME DAMPER

NOTE:

22 23

PROVIDE PANEL MOUNTED GRILLES FOi< T-BAR LAY-IN INSTALLATION AS INDICATED ON DRAWINGS.

24 25 26 27

I

i . :·cc~'¥l I I I \

CEILING, Sl'T ARCH. DWGS. FOR TYPE

AIR ~LOW

USE T-BAR PLASTER FRAME WHERE REQUIRED FOR INSTALLATION IN GYPSUI~ BOARD TYPE CEILING

I

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I I,; I

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I

28 29 30

RETURN AIR DUCT OR EXHAUST DUCT AS INDICATED ON DRAWINGS

1 /2" x 1 /2" x 1 /2" EGGCRA TE TYPE GRILLE. SEE SCHEDULE FOR FRAME TYPE

TYPICAL C[ILiNG RETURN AIR OR EXHAUST GRILLE

NTS

31 32 33 24

PROVIDE CLEARANCE PEFI SMACNA FIRE SMOKE AND RADIATION DAMPER

INSTALLATION GUIDE FOR HVAC SYSTEMS BETWEEN W/1LL OPENING

AND SLEEVE ON TOP AND SIDES FOR EXPANSION

FIRE RA TED FLOOR

GRlENHECK MODEL FD-150X 1,lj Hour~ flRI:: DAMPER ASSEMBLY INCLUDING 20 GA

SLEEVE AND FOLDING CURTAIN TYPE FIRF DAMPER WITH UL RATING, STAMP, AND

165AF FUSIBLE LINK (SPRING LOADED fOR HORIZONTAL RlLEASE)

FIELD-LINE SLEEVE WITH 1)-z" THICK, 0. 75 LB. DENSITY FIBERGLASS INSULATION

ALL EXPOSED METAL SURF ACES OF ASSEMBLY TO BE PAINTED TO MATCH ADJACENT DUCT. PREP GALVANIZED SURFACES AS REQUIRED PRIOR TO PRIMING.

FIRE DAMPER ACCESS DOOR LABEL "FIRE ACCESS DOOR" LOCATE IN ACCESSIBLE AREA

SUPPLY REGISTER MAY BE MOUNTED ON SIDE OF DUCT OR BOTTOM Of DUCT. SEE PLANS FOR SIZE AND CONFIGURATION.

0 0 [l ** IF COLLAR EXCEEDS 6" IN

LENGTH PROVIDE A 45' CLINCH COLLAR FITTING

IN FINISHED SPACES PAINT INSIDE OF DUCTWORK VISIBLE THRU SUPPLY REGISTER FLAT BLACK

* WHERE RECTANGULAR DUCTWORK IS ROUTED TO NORMAL VIEW APPLY 1'' RIGID, FOIL FACED INSULATION BOARD (3 LB DENSITY) TO EXTERIOR OF DUCT. APPLY INSULATION WITH VAPOR BARRIER ON OUTSIDE. OTHERWISE, INSULATE DUCTWORK IN ACCORDANCE WITH MECHANICAL GENERAL NOTES.

TRUNK MOUNTED SUPPLY REGISTER

DUCTWORK, SEE PLANS

FOR SIZE_./

INSULAllON

0 0 DUCTWORK, SEE PLANS FOR SIZE

APPLY SEALANT TO JOINT ALL AROUND ON BOTH SIDES

OF WALL (FLOOR)

FASTEN DUCT TO SLEEVE WITH "s" SLIP ON TOP AND BOTTOM AND DRIVE SLIP ON SIDES

FIRE RA TED FLOOF! REl AINING ANGLl:S SHALL BE 2"x2"x}§" AND SHALL BE SECURED TO 16 GA SLEEVE WITH Y:/" WELDS AT 6" O.C. DO NOT SESCURE ANGLES TO WALL OR FLOOR. PROVIDE ANGLE ON ALL FOUR SIDES OF SLEEVE AND BOTH SIDES OF WALL OR FLOOR

NOTES: 1. INSTALL ALL FIRE DAMPERS IN ACCORDANCE WITH N F PA.

#90A AND LOCAL CODES. 2. INSTALL ACCORDING TO SMACNA flRE DAMPER GUIDE

PLATE 2

TYPICAL FIRE DAMPER DETAIL AT WALL/FLOOR Pt.NETRA TION

NTS

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..-~.--~~~~~-D-~-CR-IP-TIO-N~~~~~~.,--D-~--,.-C-HK-D-r-A-PP-W..,..--D-A-IT--,~RE_V..,....~~~~~~D-ES-CR-IPTI_O_N~~~~~~r-D-~-r-CH_K_D,--AP-PW-;-~DA-IT~.-S-CA-LE-: ~1~/8~.-=-1~'-~Q"-r--:D-Arr=-.-~~~~~~~~~~~~""""':....~~-r~oR~A~~N~G~NU~MB~ER;;-~--lu f REV ~ Cameron LNG CAil-ARH-DwG-120029 t D~ BY: EGA 2/25/16 ~ I

l---+----------------t---t---t---t----1---t-------~-------1-~1--r--r---~C~HK~D~BY~: ___ c_JW--t_2_/2_5/~1_6i-~--..;;:-~~--~~~~,,,.-~~~~~~---l~C-AD_F_l~-NA-ME~~~-1''! FINAL CK: ~ 184440-CAM-ARH-OWG-720029 v f

0 ISSUED FOR CONSTRUCTION EGA CJW CMW 2/25/16

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 184440 14 15 16 17 18 19 20 21 22 23 24 25

ENGR.: CCJtr t-:•=rn=s10-N -0---1 !1 APPRV:

APP RV:

PLANT NAME

CAMERON LIQUEFACTION PLANT

HACKBERRY, LA

2B 29 30

MECHANICAL DETAILS SHEET 1 w I CAMERON LIQUEFACTION PROJECT

f 1i

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SUPPLY AIR DUCT (IN SULA TED)*

I 4 I I I

./

. /

I I 10

MANUAL VOLUME DAMPER w/LOCKING QUADRANT

I 11 I

· IN SULA TED FLEXIBLE DUCT MAXIMUM LENGTH 5'-0" .

12

,----~ -------.... DIFFUSER ADAPTER FOR ..

....... / ... ! FLEX DUCT CONNECTION .

;

STICK-ON BELL-MOUTH FITTING

SUPPLY DIFFUSER (SEE DIFFUSER SCHEDULE) - .

SEE MECHANICAL DRAWINGS FOR * DUCTWORK SIZES AND CONFIGURATION

BRANCH TO DIFFUSER CONNECTION DETAIL

MANUAL VOLUME DAMPER w /LOCKING QUADRANT -

IN SULA TED SHEET METAL SUPPLY DUCT

I .... ---- -- ---- ..... - ------c------ -------~,=c:~~~~~--'------".-.'~--- -_;.,;;:;;_

I - ~ - --~

- - . -- - STICK-ON BELL-MOUTH FITTING WITH ---- - -- VOLUME DAMPER. (TYPICAL ALSO FOR

NOTE: SUPPORT WEIGHT OF SUPPLY AIR DIFFUSER FROM BUILDING STRUCTURE ABOVE

CEILING (TYPICAL).

LOUVERED FACE SUPPLY DIFFUSER. SEE DIFFUSER

AND GRILLE SCHEDULE .. ·· ·-FOR FRAME TYPE.·./

~-- --; SIDE TAKE-OFF CONNECTIONS)

'-·-···-··· . ···i-· ' . ·-

' -- ~ - - ·· - IN SULA TED FLEXIBLE DUCT. MAXIMUM

11·------ --- - --, 1--- ko ----

LENGTH 5' -0".

L_ - ----- - ----~/

=-===:ii..·,- "=' ~c:~=----· ,_,,,~,,--.. __ RADIAL SHUTTER DAMPER INSTALLED ..._ ·. ··... ON NECK OF DIFFUSER.

'-.,

, CEILING (SEE ARCHITECTURAL DRAWINGS)

NOTE: AIR DEVICES SHALL BE INSTALLED LEVEL AND PLUMB AND IN ACCORDANCE w / MANUFACTURER'S RECOMMENDATIONS.

USE T-BAR PLASTER FRAME FOR INSTALLATION IN DROP TYPE CEILINGS.

TYPICAL CEILING DIFFUSER DETAIL

I 2 I

SPLITTER DAMPER BLADE LENGTH EQUAL TO 3/4 "A" (6" MIN.)

I

r I / . I

; ·. . -~

- SUPPLY AIR DUCT * . (IN SULA TED)

.- SET SCREW

- CONTROL ROD

:c· A I A=4"MIN.

TURNING VANES

I

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I

' ' • ____ J

* SEE MECHANICAL DRAWINGS FOR DUCTWORK SIZES AND CONFIGURATION

SPLITTER DAMPER DETAIL

I 5 I I I I I 10 11 I 12

I 13 I 14 15 I 16 I 17 I 18

''L" - 1/4 "W" (4" MIN.)

.

· - CLINCH COLLAR (PER SMACNA)

SEE MECHANICAL DRAWINGS FOR DUCTWORK SIZES AND CONFIGURATION

I

RECTANGULAR TO RECTANGULAR_42 BRANCH CONNECTION DETAIL

FIRMLY ATTACH SUPPORT ROD TO

BUILDING STRUCTURE (TYP. 4 PLACES)-••.

\~-----

EXHAUST AIR DUCT *

FLEXIBLE OR SHEET METAL DUCT

(AS REQUIRED)-

'

\\

"

' . \ -- . '

INLINE CABINET / -EXHAUST FAN --"

HANGING VIBRATION ISOLATOR

/

----.

.,. . . ........ .

. --- - I··

I __ TRANSi Tl ON (AS REQUIRED)

* SEE MECHANICAL DRAWINGS FOR DUCTWORK SIZES AND CONFIGURATION

IN-lJNE EXHAUST FAN CABINET 11\ISTALLA TION DETAIL

'/

' .

I 20 I 21 I 22 I

SUPPLY AIR DUCT (INSULATED)*

. /

·. / ' . /I ::r, I ,,. .... j

.

EX TERI OR WALL

VENT WALL CAP OR LOUVER CAULK ALL AROUND.

REV DESCRIPTION DWN CHKD APPVD DA lE REV DESCRIPTION

I 24 I 25 I 26 I

'

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1..---

"

. .

.... ! /

/ J /

I ~/

I !

L. CLINCH COLLAR (PER SMACNA)

* SEE MECHANICAL DRAWINGS FOR DUCTWORK SIZES AND CONFIGURATION

RECTANGULAR TO ROUND 45' BRANCH CONNECTION DETAIL

SMOKE DETECTOR TO SHUT DOWN FAN UPON ALARM ACTIVATION

OA

t

I 29 I 30 I

DUCT HEIGHT TO BE MIN. 2'' GREA TEP THAN BRANCH DUCT SIZE

ROUND CONNECTION w/ VOLUME DAMPER FOR BRANCH DUCT

DAMPER HANDLE WITH LOCKING QUADRANl

SA

t

31 I 32

SMOKE DETECTOR HVAC EQUIPMENT

RA--f--

' SD - SA

AIRFLOW GREATER THAN 2,000 CFM AND/OR WHEN AIR HANDLER SERVES AN AREA OF DIRECT EGRESS.

NOTE: INSTALLATION OF SAFETY SHUT-DOWN DEVICE TO COMPLY WITH STANDARD MECHANICAL CODE. COORDINATE WITH BUILDING FIRE ALARM SUPPLIER (WHERE APPLICABLE).

SfJIOKE DETECTOR LOCATION SCHEMATIC DIAGRAM

I 33 I 34 I 35

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OWN CHKD APPVD DAlE SCALE: 1/8" = 1'-0" DATE DRAWING NUMBER u f OWN BY: EGA 2/25/16 ~ rr=---- Cameron LNG CAM-ARH-owG-120030 f CHKD BY: CJW 2/25/16 -.....::: .- CAD FILE NAME ;c

l---f------------------r--t---t--t---r--1-------------1-1-1-1--1;F;;:;INA;;-L-;,CK-;:: ----1-1f..---------,,=,....-------~l8444ll-CAM-ARH-0WG-720030 ,

ENGR. 6 1--R-EVIS-ION-0---t V !

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0 ISSUED FOR CONSTRUCTION EGA CJW CMW 2/25/16

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned ta Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: I PROJECT NUMBER: 184440

1• I t5 I 16 I 11 I 18 19 20 I 21 I 21 I 23 I 24 2s 26 I

::: MECHANICAL DETAILS SHEET 2 • I PLANT NAME

CAMERON LIQUEFACTION PLANT 1 -;; HACKBERRY, LA CAMERON LIQUEFACTION PROJECT

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2 5

PLUMBING GENERAL NOTES

S/·JJIT/lry '•i\1: .. ':'.TL /\'~[) 'v'[}JT r· -1r.1·:, L·:·:,i~I ,-'.r;,,::.i-:: c;-~C,,~ll'JD Af\J 2:1_,·:.\1v ,f\1-\ >! Sl1\I, !'.i- -/«li--~llJ 11~ ·",r"C'--1)11\.\1 1--·1\'-.f:': ,_-,!rL- /'·l\JL: 1.-T:!\(_;) ',\'1-~1 ':OL·,E~r

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PLUMBING GENERAL NOTES

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PLUMBING LEGEND A

SYMBOL DEFINITION . PLUMBING FIXTURE SPECIFICATIONS

1-- --\ P·1 JANITOR I MOP SINK: STERN-WILLIAMS CORLOW # SBC-1700

...... FLOOR MOUNT, MOP SINK, 24" X24" X12" DEEP WITH 6" DROP AT THRESHOLD. CAST BRASS DRAIN AND

INTEGRAL STAINLESS STEEL STRAINER. MODEL #T-15-VB MOP-SERVICE SINK FITTING WITH VACUUM BREAKER,

B

\---c---\ ··.ADJUSTABLE TOP BRACE, 3/4" HOSE THREAD ON SPOUT WITH BUCKET HOOK INLETS 8" ON CENTER, POLISHED

CHROME LAUNDRY FAUCET, 1-112" TAILPIECE AND 1-112" DVW-PVC, ADJUSTABLE P-TRAP WITH CLEANOUT PLUG. .PROVIDE 3/8" O.D. COMPRESSION SUPPLIES WITH HANDWHEEL STOPS AND ESCUTCHEONS TO WALL.

c

\-------\ . PROVIDE T-35 HOSE AND WALL HOOK FOR 36" LONG HOSE, T-40 STAINLESS STEEL MOP HANGER, AND BP

SPLASH CATCHER PANELS OF 20 GAUGE lYPE 304 SS

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P-2 FLOOR DRAIN I TRAP PRIMER: PRO SET TRAP GUARD# T35630-F-P DURA-COATED CAST IRON BODY. BOITOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR, POLISHED NICKEL BRONZE, STRAINER, 112" TRAP PRIMER CONNECTION. 3" TYPE NL OUTLET. PROVIDE P-TRAP ON FLOOR DRAINS. PROVIDE ESCUTCHEONS TO WALL. INSTALL PER FLOOR DRAIN MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.

'!iC•.' 1----\

P-3 WALL CLEANOUT ACCESS COVER & PLUG ZURN #Z-1468 . ROUND STAINLESS STEEL WALL ACCESS COVER COMPLETE WITH SECURING SCREW AND BRONZE RAISED DEX HEAD PLUG. PROVIDE CLEANOUT TEE. SEE PLAN FOR SIZE.

P-4 OUTSIDE CLEANOUT: ZURN #Z-1406-HD-VP .ADJUSTABLE CLEANOUT, DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT PLUG AND ROUND SCORIATED HEAVY DUTY TOP WITH VANDAL PROOF SCREWS, SPIGOT TYPE OUTLET SEE PLAN FOR SIZE.

P-5 FLOOR CLEANOUT: ZURN #ZB-1400-HD .ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT PLUG AND HEAVY

DUTY, ROUND SCOR!ATED, POUSHED BRONZE TOP. lYPE NL OUTLET SEE PLAN FOR SIZE.

E

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1----+-8 P-6 LAVATORY (HANDICAP) KOHLER# K-2196-4

VITREOUS CHINA, SELF-RIMMING, OVAL LAVATORY WITH 4" FAUCET CENTERS (WHITE). KOHLER# K-15597-CP VANDAL-RESISTANT. SINGLE LEVER FAUCET WITH GRID DRAIN, 1-1/4" TAILPIECE, AND ADJUSTABLE, CHROME-PLATED. CAST BRASS P-TRAP. PROVIDE McGUIRE # 2165, 112" IPS X3/8" 0.D. COMPRESSION SUPPLIES WITH ANGLE HANDWHEEL STOPS AND ESCUTCHEONS TO WALL. Z-1231 CARRIER. MOUNT LAVATORY AT HANDICAP HEIGHT TO COMPLY WITH ADA INSULATE WASTE AND SUPPLIES PER ADA.

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FIXTURE CONNECTION SCHEDULE

IDENT. DESCRIPTION cw HW WASTE VENT

TRAP SIZE REMARKS CONN. CONN. CONN. CONN.

P-1 JANITOR f MOP SINK 112" 1/2" 1-112" 1-114" 1-112" CORNER MODEL

P-2 FLOOR DRAIN 3" 3" TRAP GUARD - NO -- -- - -TRAP PRIMER

P-3 WALL CLEANOUT - - -- SEE PLAN - - - -P-4 OUTSIDE CLEANOUT - - -- SEE PLAN -- --P-5 FLOOR CLEANOUT -- - - SEE PLAN - - - - K P-6 LAVATORY 112" 112" 1-114" 1-114" 1-1/4" OVAL HANDICAP

- - - -

REMARKS: MOUNT HANDICAP FIXTURES AT HANDICAP HEIGHT INS ULA TE PIPING ON HANDICAP FIXTURES WHERE EXPOSED TO INCIDENTAL CONTACT

OWN CHKD APPVD DATE

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DWN BY= EGA 2/25/16 ~ Cameron LNG CAM-ARH-owG-120032 t CHFINKADL BCYK:.· CMW 2/25/16 --...::: - CAD FILE NAME.~ -11------------1-1-11--11------------1-1-11--lf~;:.---=1--'-.:.......i-------~-:::=------~184440-CAM-ARH-DWG-720032 v ~ ENGR.: REV1SION !

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HACKBERRY, LA CAMERON LIQUEFACTION PROJECT ., PREPARED BY: PROJECT NUMBER: 184440 14 15 16 17 18 19 20 21 22 23 24 15 29 27 28 29 30 31 32 33 34

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REMOVE EXISTING FIXTURE AND ASSOCIATED TRIM COMPLETELY. CAP EXISTING VENT PIPING FOR FUTURE CONNECTION. ENSURE A MINIMUM OF 1-1 /2" EXISTING VENT PIPING AVAILABLE.

TIE-IN TO EXISTING VENT PIPING.

NEW WALL CLEANOUT. SUBSTITUTE FOR P-5 FLOOR CLEANOUT IN CENTER OF ADJACENT ROOM IF SANITARY SEWER ROUTING DOESN'T ALLOW FOR PROPOSED LAYOUT.

CONNECT TO EXISTING SANITARY SEWER.

ALL SEWER AND VENT PIPING IS BASED ON ASSUMED ROUTING AS EXISTING DRAWINGS ARE NOT AVAILABLE. VERIFY AND RESUBMIT TO ENGINEER IF ROUTING IS NOT APPLICABLE.

RELOCATE DRAIN AND VENT TO ADJACENT WALL IF STAIRWELL WALL DOES NOT ALLOW ADEQUATE SPACE FOR DROPS.

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CHKD BY: CJW 2/25/16 -.....;::: ._.- CAD FILE NAME 1-1-------------1-1-1-1--1-1-------------1-1-1---r---T;F;INA~L-;;CK;z-,----=::.c_r----'--I----=---~=,....-------~ 184440-CAM-ARH-DWG-720033

ENGR.: c"""cJtr 0 ISSUED FOR CONSTRUCTION EGA CMW CMW 2/25/16

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 184440 14 I 15 I 16 I 17 I 18 19 21 I 22 I 24 25 26

APP RV:

APP RV:

PLANT NAME

CAMERON LIQUEFACTION PLANT

HACKBERRY, LA

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JANITOR CLOSET SANITARY SEWER DEMOLITION AND NEW WORK PLANS

CAMERON LIQUEFACTION PROJECT I 31 I 32 I 33 I I

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1. REMOVE EXISTING FIXTURE AND ASSOCIATED TRIM COMPLETELY. TEMPORARILY CAP EXISTING CW, HW, AND VENT BRANCH PIPING FOR FUTURE CONNECTION.

2. EXTEND 1 /2" HW AND CW LINES TO EXISTING TIE-IN POINT.

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DRAWING NUMBER

CAM-ARH-DWG-720034

CHKO BY: CJW 2/25/16 CAD Fil£ NAME r--1-------------1-1-1-1--r--r--------------1--t--1-1--1;F;;;INA;:;-L-;;CKZ°: __ __:::c:._l_:__l~---=:_--....,=--------l1s4440-cAM-ARH-DWG-720034

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0 ISSUED FOR CONSTRUCTION EGA CJW CMW 2/25/16 APPRV:

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 184440 14 I 15 I 16 I 17 I 18 19 20 21 22 I 23 I 24 25 " I

APPRV:

PLANT NAME

CAMERON LIQUEFACTION PLANT

HACKBERRY, LA

27 I " 29 30

RE"1SION

JANITOR CLOSET PLUMBING DEMOLITION AND NEW WORK PLANS

CAMERON LIQUEFACTION PROJECT I 31 I ,, I 33 I 34

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PLAN DRAWINGS

HPS WALL PACK WITH INTEGRAL PHOTOCELL CONTROL WHERE INDICATED

2'X4', 3-32W BULBS, LAY-IN FLUORESCENT FIXTURE

8

"E" DENOTES FIXTURE IS EQUIPPED WITH EMERGENCY BATTERY PACK

EXIT SIGN WITH BATTERY BACKUP

EMERGENCY LIGHTING UNIT WITH BATTERY BACKUP

LIGHTING CONTACTOR, NON-LATCHING, CONTACTS RATED 30A, 208VAC. OPERATING COIL RATED 120VAC.

PHOTOCELL

~ LIGHT SWITCH, 3 WAY, 125V, 20A

GFCI (Jl) WP 1f

RECEPTACLE, 125V, 20A, GFCI PROTECTED AND WATERPROOF (IF REQUIRED)

RECEPTACLE, 125V, 20A, "C" (CEILING) OR "F" (FLOOR) MOUNTED

LPx-x

~

( xxxxxxx )

0

DPx

I I

PCx

PPx

EJ CONTROL PANEL

I I Fl-xxx

D MS-xxx

D DS-xxx

L[J

@)

@

@

FO-­

EOE-­

OE--

--EUE-­

UE-­

--EUC-­

UC--

2 I 3 I

HOME RUN TO PANEL SHOWN

CIRCUIT IDENTIFICATION SEE CABLE & CONDUIT SCHEDULE

JUNCTION BOX, SIZE AS REQUIRED

DISTRIBUTION PANEL, 480V, 3 PH. SERVICE ENTRANCE RATED

POWER CENTER, 277 I 480V

480-120/240V 1 PH. POWER CENTER

CONTROL PANEL

FLOW INDICATOR, DISPLAYS BOTH RATE (Fl) AND TOTAL (FQI)

COMBINATION MOTOR STARTER

DISCONNECT SWITCH

OCCUPANCY SENSOR

SMOKE DETECTOR

LOW TEMP ALARM SWITCH

DUAL LAN DATA & PHONE PORT

ELECTRIC UNIT HEATER

EXHAUST FAN

INSTRUMENT TAG ID AS SHOWN ON LAYOUT DRAWING

EMERGENCY STOP PUSHBUTTON

SECTIONALIZING VAULT

TRANSFORMER

EXISTING FIBER OPTIC

EXISTING OVERHEAD ELECTRIC

NEW OVERHEAD ELECTRIC

EXISTING UNDERGROUND ELECTRIC

NEW UNDERGROUND ELECTRIC

EXISTING UNDERGROUND CONTROL CIRCUIT

NEW UNDERGROUND CONTROL CIRCUIT

4 I 5 I 6 I I 8

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GROUNDING AND LIGHTNING PROTECTION

GROUND ROD, 3/4" X 10' COPPER CLAD STEEL PROVIDE EXOTHERMIC WELD

GROUND TEST WELL

~ ~---- GROUNDING PIGTAIL STUB-UP, I I I I

1" PVC CONDUIT THRU PAD

--1 /c ~X~THERMIC WELD

~-~-GROUND LOOP AND TAP CONDUCTORS ~J SIZED AS NOTED I I I

----@----

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AIR TERMINAL, 24'', 1 /2'' DIAMETER, TAPPERED ROUND TIP, CLASS I WITH MOUNTING BASE, MAIN AND DOWN CONDUCTORS SIZED AS NOTED

GROUND BAR

ONE LINE DIAGRAM

(

\..

0) xxA

3P o

VFD-M16001

T WET

) 1200A

3P )

ELECTRIC METER WITH CT KIT

CIRCUIT BREAKER, RATING AS SHOWN

TRANSFORMER, RATING AS SHOWN ON ONE LINE

14 I 15 I 16 I 1T I

SCHEMATIC DIAGRAMS

~ MOTOR

8 CONTROL RELAY

8 MOTOR STARTER COIL

OL

,-A-,

18

~ MOTOR OVERLOAD CONTACTS

NORMALLY OPEN CONTACT

'i'l NORMALLY CLOSED CONTACT

J_ GROUND

ill / '

INDICATING LIGHT R - RED LENS W - WHITE LENS G - GREEN LENS A - AMBER OR YELLOW LENS B - BLUE LENS

I 19

o lo I

HAND-OFF-AUTO SELECTOR SWITCH, SPRING RETURN FROM HAND TO OFF POSITION

I 0 0

I

0 0

o I o

*~ 0 ~ / '

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NORMALLY OPEN MOMENTARY PUSHBUTTON

NORMALLY CLOSED MOMENTARY PUSHBUTTON

NORMALLY CLOSED MAINTAINED (PUSH/PULL) PUSHBUTTON WITH MUSHROOM HEAD, ILLUMINATED

SINGLE POLE TOGGLE SWITCH

I "' I 21 I I 23 I 24 I I

ABBREVIATIONS

A

AC AFF

AFG

APPROX. AWG

ATS

c CAT NO CB

CKT

CONT

CP

CT

DC

DISC DP

DPST

DWG EL

ELEC EG

EQUIP

EUH

EWC

EXIST

EXP

FDR FLA

G GEN GFCI

GND

GSHP

HID HOA

HP

HPS HTR

HVAC

INST

IT

JB

HORZ KCMIL

KV

KVA

KW

KWH

LSH

LSL

AMPERES

ALTERNATING CURRENT ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

APPROXIMATELY AMERICAN WIRE GAUGE

AUTOMATIC TRANSFER SWITCH

CONDUIT

CATALOGUE NUMBER CIRCUIT BREAKER

CIRCUIT

CONTINUATION

CONTROL PANEL

CURRENT TRANSFORMER

DIRECT CURRENT

DISCONNECT

POWER DISTRIBUTION PANELBOARD

DOUBLE POLE SINGLE THROW

DRAWING ELEVATION

ELECTRICAL/ELECTRIC ENGINE-GENERATOR SET

EQUIPMENT

ELECTRIC UNIT HEATER

ELECTRIC WATER COOLER

EXISTING

EXPLOSION PROOF

FEEDER FULL LOAD AMPERES

GROUNDING CONDUCTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER

GROUND

GROUND SOURCE HEAT PUMP

HIGH INTENSITY DISCHARGE HAND-OFF-AUTO

HORSEPOWER

HIGH PRESSURE SODIUM HEATER

SPD

SPST

SSR SW

TVSS

TYP

v VERT

VFD w W/ W/O WP

WW XFMR

HEATING, VENTILATING AND AIR CONDITIONING

INSTRUMENT /INSTRUMENTATION

ISOLATION TRANSFORMER

JUNCTION BOX

HORIZONTAL THOUSANDS OF CIRCULAR MILS KILOVOLTS

KILOVOLT-AMPERES

KILOWATTS

KILOWATT HOUR (METER)

LEVEL SWITCH HI

LEVEL SWITCH LO

LIGHTING

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SURGE PROTECTION DEVICE

SINGLE POLE SINGLE THROW

SOLID STATE OVERLOAD RELAY SWITCH

I

TRANSIENT VOLTAGE SURGE SUPPRESSION

TYPICAL

VOLT VERTICAL

VARIABLE FREQUENCY DRIVE

WATT

WITH WITHOUT

WEATHERPROOF

WIREWAY TRANSFORMER

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NOTES:

1. SEE DRAWING CAM-ARH-DWG-720036 FOR GENERAL NOTES AND SPECIFICATIONS.

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-3% LINE REACTOR

VARIABLE FREQUENCY DRIVE WITH LINE REACTOR (BY OTHERS) FLOW SWITCH-OPEN FOR FLOW < SP

LTG

MCB

MCC

MDP

MH

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN DISTRIBUTION PANEL

MANHOLE

N

9

IX SC-16001

0

100A 3P

90A

0 {DA 3P 6-'l

10 I 11

FUSED DISCONNECT SWITCH SIZE AS SHOWN

DISCONNECT SWITCH SIZE AS SHOWN

MOTOR, HORSEPOWER AND FULL LOAD AMPS AS SHOWN

I 12 I 13 I

T

FLOW SWITCH-OPEN FOR FLOW > SP

LEVEL SWITCH-OPEN FOR LEVEL < SP

LEVEL SWITCH-OPEN FOR LEVEL > SP

PRESSURE SWITCH-OPEN FOR PRESSURE < SP

PRESSURE SWITCH-OPEN FOR PRESSURE > SP

TEMPERATURE SWITCH, OPEN ON LOW TEMPERATURE

MS MTG HT

MTR

NEC

NEMA

NETA NEXP

NIC NC

NO

NTS

oc PH

PNL pp

MOTOR STARTER

MOUNTING HEIGHT

MOTOR

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

INTERNATIONAL ELECTRICAL TESTING ASSOCIATION NON-EXPLOSION PROOF

NOT IN CONTRACT NORMALLY CLOSED

NORMALLY OPEN

NOT TO SCALE

ON CENTER PHASE

PANEL

POWER PANEL

RECPT RECEPTACLE REQ'D REQUIRED

RGS

SC

SP

RIGID GALVANIZED STEEL

SPEED CONTROLLER SET POINT

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OWN BY= cc._::., Cameron LNG CAM-ARH-owG-120035 j CHKD BY: "" - 1-C-A-D-Fl-LE-N-AM-E-----ll!

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APPRV: ADMINISTRATION BUILDING I This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG. LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: I PROJECT NUMBER: p~;~~;~N LIQUEFACTION PLANT ELECTRICAL NOTES AND LEGEND w 1

HACKBERRY, LA CAMERON LIQUEFACTION PROJECT 14 I 15 I 16 I 17 I 18 19 20 I 21 I 22 I 23 I 24 25 26 I 27 I " 29 I I ~ I 22 I 33 • I

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GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST

EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), APPLICABLE LOCAL CODES, AND THE ELECTRICAL TECHNICAL CONDITIONS OF THE DRAWINGS AND SPECIFICATIONS.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS AND THE DETAILS WHETHER OR NOT THEY ARE REFERENCED ON THE DRAWINGS.

3. CONDUIT AND WIRING DIAGRAMS, QUANTITIES, AND SIZE OF WIRES AND CONDUITS REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMENT PURCHASED OR FOR A MORE APPROPRIATE INSTALLATION AS DETERMINED IN THE FIELD. THE SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS.

4. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE PROJECT TO VERIFY THE SCOPE OF WORK WITH FIELD CONDITIONS, AND DETERMINE EXISTING EQUIPMENT TO BE MATCHED.

5. EQUIPMENT LOCKOUTS SHALL BE IN STRICT ACCORDANCE WITH THE OWNER'S REQUIREMENTS.

6. USE MANUFACTURER-APPROVED CABLE PULLING COMPOUND OR LUBRICANT WHERE NECESSARY; COMPOUND USED MUST NOT DETERIORATE CONDUCTOR OR INSULATION. DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM PULLING TENSIONS AND SIDEWALL PRESSURE VALUES. USE PULLING MEANS, INCLUDING FISH TAPE, CABLE, ROPE, AND BASKET-WEAVE WIRE/CABLE GRIPS, THAT WILL NOT DAMAGE CABLES OR RACEWAY.

7. DO NOT INSTALL BRUISED, KINKED, SCORED, DEFORMED, OR ABRADED CABLE. DO NOT SPLICE CABLE BETWEEN TERMINATION, TAP, OR JUNCTION POINTS. REMOVE AND DISCARD CABLE IF DAMAGED DURING INSTALLATION AND REPLACE IT WITH NEW CABLE.

8. COLD-WEATHER INSTALLATION: BRING CABLE TO ROOM TEMPERATURE BEFORE DE-REELING. DO NOT USE HEAT LAMPS FOR HEATING.

9. FASTEN CABLES IN PLACE WITH HARDWARE SPECIFICALLY DESIGNED FOR THAT PURPOSE WITHOUT DAMAGING CABLES.

10. REMOVE ABANDONED CONDUCTORS AND CABLIES. ABANDONED CONDUCTORS AND CABLES ARE THOSE INSTALLED THAT ARE NOT TERMINATED AT EQUIPMENT AND ARE NOT IDENTIFIED FOR FUTURE USE WITH A TAG.

11. WHEREVER CONTACT WITH CONCRETE OR DISSIMILAR METALS CAN PRODUCE GALVANIC CORROSION OF EQUIPMENT, SUITABLE INSULATING MEANS SHALL BE PROVIDED TO PREVENT SUCH CORROSION.

12. CONDUCTORS, EQUIPMENT, AND ACCESSORIES THAT ARE SIMILAR IN APPLICATION (E.G. LOW-VOLTAGE CABLES, CIRCUIT BREAKERS, OR MOUNTING EQUIPMENT) SHALL BE OBTAINED THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER.

RACEWAYS AND CONDUIT 1. CONDUITS, TUBING, AND FITIINGS SHALL BE LISTED AND LABELED AS DEFINED IN

NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

2. WIREWAYS SHALL COMPLY WITH UL 870 AND NEMA 250 TYPE 12 FOR INDOORS OR TYPE 3R FOR OUTDOORS OR WET AREAS. SIZE ACCORDING TO NFPA 70.

3. WIREWAY COVERS SHALL BE FLANGED-AND-GASKETED OR HINGED TYPE UNLESS OTHERWISE INDICATED.

4. WIRING SHALL BE RUN IN RACEWAY UNLESS INDICATED OTHERWISE.

5. RACEWAYS SHALL BE INSTALLED BETWEEN EQUIPMENT AS INDICATED. MINIMUM RACEWAY SIZE SHALL BE 3/4". RACEWAY SYSTEMS SHALL BE ELECTRICALLY AND MECHANICALLY COMPLETE BEFORE CONDUCTORS ARE INSTALLED. BENDS AND OFFSETS SHALL BE SMOOTH AND SYMMETRICAL, AND SHALL BE ACCOMPLISHED WITH TOOLS DESIGNED FOR THIS PURPOSE. FACTORY ELBOWS SHALL BE UTILIZED WHEREVER POSSIBLE.

6. WHERE INDICATED ON PLAN VIEWS, FOLLOW RACEWAY ROUTINGS TO THE EXTENT POSSIBLE.

7. WHERE RACEWAYS ARE INDICATED BUT ROUTING IS NOT, SUCH AS HOME RUNS OR ON CONDUIT DEVELOPMENTS AND SCHEDULES, RACEWAY ROUTINGS SHALL BE THE CONTRACTOR'S CHOICE BUT IN STRICT ACCORDANCE WITH THE NEC, NECA, AND CUSTOMARY INSTALLATION PRACTICE.

8. RACEWAY ROUTING SHALL BE ADJUSTED TO AVOID OBSTRUCTIONS. COORDINATE BETWEEN TRADES PRIOR TO INSTALLATION. LACK OF SUCH COORDINATION SHALL NOT BE JUSTIFICATION FOR EXTRA COMPENSATION, AND CONTRACTOR SHALL INCUR THE EXTRA COST OF REMOVAL AND INSTALLATION REQUIRED TO RESOLVE CONFLICTS.

9. EXPOSED RACEWAYS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS OR STRUCTURAL BEAMS WHERE THEY EXIST, OR TO CONCRETE PAD EDGES (OUTDOORS).

10. INSTALL EXPANSION FITIING WITH BONDING JUMPERS WHEREVER RACEWAYS CROSS BUILDING EXPANSION JOINTS OR ARE EMBEDDED ACROSS SLAB EXPANSION JOINTS.

11. EXPOSED RACEWAYS SHALL BE INSTALLED 1/4" MINIMUM FROM THE FACE OF WALLS OR CEILINGS BY THE USE OF CLAMP BACKS OR STRUTS. WHERE DAMP CONDITIONS EXISTS, EXPOSED RACEWAYS SHALL BE INSTALLED 1 /2" MINIMUM FROM WALLS OR CEILINGS.

12. UNLESS NOTED OTHERWISE ON DRAWINGS OR DETAILS, EXPOSED CONDUIT ABOVEGROUND SHALL BE RIGID GALVANIZED STEEL EXCEPT FOR CONNECTIONS BETWEEN RIGID CONDUIT AND MOTOR TERMINAL BOXES OR SIMILAR EQUIPMENT SUBJECT TO VIBRATION, WHICH SHALL BE FLEXIBLE LIQUID-TIGHT CONDUIT. EXPOSED CONDUIT UNDERGROUND SHALL BE PVC.

13. CONDUIT SHALL BE TERMINATED SO AS TO PERMIT NEAT CONNECTION TO MOTORS AND OTHER EQUIPMENT.

2 I 3 I 4 I 5 I 6 I 7

I 8 I

I 8 I

9 I 10 I 11 I 12 I 13 I 14

LOW VOLTAGE CONDUCTORS AND CABLES

1. CONDUCTORS ARE TO COMPLY WITH NEMA WC 70/ICEA S-95-658.

2. CONDUCTORS SHALL BE COPPER AND RATED FOR 600 VAC. ALUMINUM CONDUCTORS ARE NOT PERMITTED.

3. INSULATION SHALL BEAR THE UL LABEL, MANUFACTURER'S TRADEMARK, INSULATION TYPE, VOLTAGE, AND CONDUCTOR SIZE.

4. WHERE POSSIBLE, CONCEAL CABLES IN FINISHED WALLS, CEILINGS, AND FLOORS UNLESS OTHERWISE INDICATED.

5. CONDUCTORS SHALL BE RUN CONTINUOUSLY FROM POINT-TO-POINT WITHOUT SPLICES.

6. CONDUCTORS SHALL NOT BE PULLED INTO RACEWAY UNTIL IT HAS BEEN CLEARED OF MOISTURE AND DEBRIS.

7. FEEDER CIRCUITS SHALL BE COPPER, STRANDED AND A MINIMUM #12 AWG. FEEDERS INDOORS IN DRY ENVIRONMENT SHALL BE TYPE THWN/THHN, SINGLE CONDUCTORS IN RACEWAY.

8. BRANCH CIRCUITS SHALL BE COPPER, STRANDED, AND A MINIMUM #12 AWG. SOLID CONDUCTORS ARE PERMITTED FOR LIGHTING AND RECEPTACLE BRANCH CIRCUITS OF #10 AWG AND SMALLER. BRANCH CIRCUITS INDOORS IN DRY ENVIRONMENT SHALL BE TYPE THWN/THHN, SINGLE CONDUCTORS IN RACEWAY.

9. TERMINATE ALL LOW VOLTAGE CONTROL CONDUCTORS; NO CABLE SHALL CONTAIN UN-TERMINATED ELEMENTS. MAKE TERMINATIONS ONLY AT INDICATED OUTLETS, TERMINALS, AND CROSS-CONNECT AND PATCH PANELS. UTILIZE SPARE TERMINALS AS NECESSARY FOR TERMINATION OF SPARE CONDUCTORS.

10. SECURE AND SUPPORT CABLES AT INTERVALS NOT EXCEEDING 30 INCHES AND NOT MORE THAN 6 INCHES FROM CABINETS, BOXES, FITTINGS, OUTLETS, RACKS, FRAMES, AND TERMINALS.

11. BUNDLE, LACE, AND TRAIN CONDUCTORS TO TERMINAL POINTS WITHOUT EXCEEDING MANUFACTURER'S LIMITATIONS ON BENDING RADII.

BOXES. ENCLOSURES. AND CABINETS 1. BOXES, ENCLOSURES, AND CABINETS SHALL BE LISTED AND LABELED FOR USE IN

INTENDED LOCATION AND APPLICATION.

2. BOXES, ENCLOSURES, AND CABINETS INSTALLED INDOORS SHALL BE NEMA 12

3. OUTLET AND DEVICE BOXES SHALL COMPLY WITH NEMA FB 1 AND BE ALUMINUM, TYPE FD, WITH GASKETED COVER. DIMENSIONS SHALL TYPICALLY BE 4"X2-1 /8"X2-1 /8" DEEP UNLESS ALTERNATE DIMENSIONS ARE DEEMED NECESSARY AND ACCEPTED BY ENGINEER.

4. ACCESS, PULL, AND JUNCTION BOXES SHALL COMPLY WITH NEMA FB 1 AND UL 1773 AND SHALL BE CAST ALUMINUM WITH GASKETED COVER.

5. GANGABLE BOXES ARE PROHIBITED.

6. DO NOT INSTALL ALUMINUM BOXES IN CONTACT WITH CONCRETE OR EARTH.

GROUNDING AND BONDING 1. THE COMPLETE GROUND SYSTEM SHALL BE INSTALLED IN STRICT COMPLIANCE

WITH THE LATEST EDITION OF THE NEC, DESIGN DRAWINGS, NOTES, DETAILS, AND SPECIFICATIONS.

2. ALL COMPONENTS SHALL BE LISTED FOR THEIR INTENDED USE AND INSTALLED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS.

3. ALL EXPOSED GROUND CONNECTIONS SHALL BE EXOTHERMIC OR LISTED AND APPROVED MECHANICAL TYPE.

4. SURFACES WHERE GROUNDING CONNECTIONS ARE TO BE MADE SHALL BE CLEAN AND DRY. STEEL SURFACES SHALL BE GROUND OR FILED TO BRIGHT METAL, REMOVING ALL SCALE, RUST, GREASE AND DIRT. COPPER AND GALVANIZED STEEL SHALL BE CLEANED WITH EMERY CLOTH TO REMOVE OXIDES BEFORE MAKING CONNECTIONS.

5. THE CONDUIT SYSTEM, INCLUDING JUNCTION BOXES, PULLBOXES, ENCLOSURES ETC., SHALL FORM A CONTINUOUS CONDUCTIVE PATH TO GROUND.

6. GROUNDING OF MOTORS, LIGHTING FIXTURES, AND RECEPTACLES SHALL BE VIA AN EQUIPMENT GROUNDING CONDUCTOR RUN WITHIN THE CONDUIT ALONG WITH THE SUPPLY CONDUCTORS.

7. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH ALL FEEDERS AND BRANCH CIRCUITS.

8. ROUTE GROUNDING CONDUCTORS ALONG SHORTEST AND STRAIGHTEST PATHS POSSIBLE UNLESS OTHERWISE INDICATED OR REQUIRED BY CODE. AVOID OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAY BE SUBJECTED TO STRAIN, IMPACT, OR DAMAGE.

9. CONDUCTOR TERMINATIONS AND CONNECTIONS:

A. PIPE AND EQUIPMENT GROUNDING CONDUCTOR TERMINATIONS: BOLTED CONNECTORS.

B. CONNECTIONS TO STRUCTURAL STEEL: WELDED CONNECTORS.

10. INDIVIDUAL GROUNDS WITHIN THE GROUNDING SYSTEM SHALL HAVE A RESISTANCE TO GROUND OF TWENTY FIVE (25) OHMS OR LESS WHEN MEASURED. MEASUREMENT SHALL BE THE THREE TERMINAL FALL IN POTENTIAL RESISTANCE MEASUREMENT TEST.

REV

I 15 I 16 I 17 I 16 19 I 21 I

SUBMITIALS 1. SUBMITTALS FOR EQUIPMENT AND COMPONENTS SHALL INCLUDE ALL ITEMS LISTED

WITHIN THIS SUBMITTALS SECTION AND THOSE STATED IN OTHER INDIVIDUAL SECTIONS.

2. CONDUCTORS: DATA SHEETS CONTAINING INFORMATION ON MANUFACTURER, SIZE, MATERIAL, INSULATION, AND RATINGS.

3. RACEWAYS AND BOXES: DATA SHEETS FOR SURFACE RACEWAYS, WIREWAYS AND FITTINGS, FLOOR BOXES, HINGED-COVER ENCLOSURES, AND CABINETS. CUSTOM ENCLOSURES AND CABINETS SHALL INCLUDE PLANS, ELEVATIONS, SECTIONS, AND ATTACHMENT DETAILS.

4. IDENTIFICATION PRODUCTS: DATA SHEETS AND SAMPLES FOR EACH PRODUCT INDICATED AND AN IDENTIFICATION SCHEDULE FOR ALL EQUIPMENT AND COMPONENTS INSTALLED.

5. ENCLOSED SWITCHES AND CONTROLLERS: DATA SHEETS INCLUDING CURRENT AND VOLTAGE RATINGS, SHORT-CIRCUIT CURRENT RATINGS, ENCLOSURE TYPE, DIMENSIONS, WEIGHTS, AND MANUFACTURER'S TECHNICAL DATA.

6. LIGHTING: FOR EACH TYPE OF LUMINAIRE AND SUPPORT COMPONENT PROVIDE DATASHEETS, VOLTAGE AND WATTAGE RATINGS, PHOTOMETRIC DATA, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

HANGERS AND SUPPORTS 1. CONDUIT AND CABLE SUPPORT DEVICES SHALL BE STEEL HANGERS, CLAMPS, AND

ASSOCIATED FITTINGS DESIGNED FOR THE TYPE AND SIZE OF RACEWAY OR CABLE TO BE SUPPORTED.

2. POWDER-ACTUATED FASTENERS SHALL BE THREADED-STEEL STUDS, FOR USE IN HARDENED PORTLAND CEMENT CONCRETE, STEEL, OR WOOD. MECHANICAL -EXPANSION ANCHORS SHALL BE INSERT-WEDGE-TYPE, STAINLESS STEEL. BOTH SHALL HAVE TENSION, SHEAR, AND PULLOUT CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED.

3. CONCRETE INSERTS SHALL BE STEEL OR MALLEABLE-IRON, SLOTTED SUPPORT SYSTEM UNITS SIMILAR TO MSS TYPE 18; COMPLY WITH MFMA-4 OR MSS SP-58.

4. CLAMPS FOR ATTACHMENT TO STEEL STRUCTURAL ELEMENTS SHALL COMPLY WITH MSS SP-58 AND SHALL BE SUITABLE FOR ATTACHED STRUCTURAL ELEMENT.

5. TOGGLE BOLTS SHALL BE ALL -STEEL SPRINGHEAD TYPE.

6. HANGER RODS SHALL BE THREADED STEEL.

7. TRAPEZE-TYPE SUPPORTS FOR MULTIPLE RACEWAYS OR CABLES SHALL BE FABRICATED WITH STEEL SLOTTED (OR OTHER) SUPPORT SYSTEM, SIZED WITH 25% SPARE CAPACITY FOR FUTURE EXPANSION WITHIN DESIGN LOAD LIMITS.

8. RACEWAYS SHALL BE SUPPORTED AS REQUIRED BY NFPA 70.

9. INSTALLATION OF HANGERS AND SUPPORTS SHALL FOLLOW MANUFACTURER'S RECOMMENDED METHOD.

DESCRIPTION OWN CHKD APPVD DATE REV

22 I 23 I 24 I 25 26 I I 28

SIGNS AND MARKINGS 1. PROVIDE DANGER, CAUTION, 'WARNING SIGNS AND EQUIPMENT IDENTIFICATION

MARKINGS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE OSHA, AND NEC REQUIREMENTS.

2. IDENTIFICATION FOR RACEWAYS AND CABLES SHALL COMPLY WITH ANSI A 13.1 FOR MINIMUM SIZE OF LETTERS FOR LEGEND AND MINIMUM LENGTH OF COLOR FIELD.

3. RACEWAYS CARRYING CIRCUITS AT 600V OR LESS SHALL HAVE LABELS WITH BLACK TEXT ON AN ORANGE BACKGROUND AND SHALL INDICATE VOLTAGE AND SYSTEM OR SERVICE TYPE. LABELS SHALL BE LOCATED AT RACEWAY ENDS AND PULLING POINTS WITH VINYL, SNAP-AROUND, OR METAL TAGS.

4. POWER, CONTROL CABLES, AND CONDUCTORS SHALL BE IDENTIFIED USING VINYL LABELS, PRE-PRINTED HEAT-SHRINK TUBES, OR PREPRINTED MARKER TAPES.

5. CABINETS, BOXES, AND ENCLOSURES FOR POWER AND LIGHTING SHALL HAVE BAKED ENAMEL OR METAL-BACKED BUTYRATE WARNING SIGNS THAT INDICATE VOLTAGE LEVEL WITH BLACK TEXT ON ORANGE BACKGROUND.

6. ELECTRICAL EQUIPMENT THAT HAS BEEN ASSIGNED A TAG NAME SHALL HAVE A LABEL AFFIXED TO THE EXTERIOR THAT IS CONSISTENT WITH THE WIRING DIAGRAMS, SCHEDULES, AND P&ID. LABELS SHALL BE ENGRAVED, LAMINATED ACRYLIC OR MELAMINE WITH LETTERS THAT HAVE BEEN SIZED APPROPRIATELY FOR VIEWING FROM THE FLOOR.

7. UNLESS PROVIDED WITH SELF-ADHESIVE MEANS OF ATTACHMENT, FASTEN LABELS WITH APPROPRIATE MECHANICAL FASTENERS THAT DO NOT CHANGE THE NEMA OR NRTL RATING OF EQUIPMENT.

TESTING 1. ALL EQUIPMENT AND COMPONENTS SHALL BE TESTED FOR COMPLIANCE WITH THE

REQUIREMENTS IN THIS TESTING SECTION AND THOSE STATED IN OTHER INDIVIDUAL SECTIONS.

2. ALL TESTING SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS FOUND IN THE LATEST EDITION OF THE ANSI/NETA ACCEPTANCE TESTING SPECIFICATIONS.

3. ALL TEST RESULTS SHALL BE INCLUDED IN A REPORT THAT IS TO BE SUBMITTED TO ENGINEERING FOR REVIEW AND APPROVAL.

4. ITEMS THAT DO NOT PASS TESTING REQUIREMENTS SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST.

5. POWER, CONTROL, AND INSTRUMENTATION CABLES SHALL BE TESTED FOR VISUAL INTEGRITY, CONTINUITY, POLARITY, UNDESIRABLE GROUND, AND ORIGINATION. INSULATION RESISTANCE TESTS SHALL BE PERFORMED ON CONDUCTORS #1 /0 AWG OR GREATER SERVICES, FEEDERS, AND BRANCH CIRCUITS. SUCH TESTS SHALL BE PERFORMED AFTER INSTALLATION AND PRIOR TO PLACING CABLE IN SERVICE.

6. TEST ALL CONVENIENCE RECEPTACLES FOR VOLTAGE, GFCI TRIP (IF APPLICABLE), AND SECURE MOUNTING.

7. ENCLOSED SWITCHES AND CONTROLLERS SHALL BE VISUALLY, MECHANICALLY, AND ELECTRICALLY TESTED PRIOR TO ENERGIZATION FOR CONTINUITY THROUGH EACH COMPONENT, CONNECTING SUPPLY, FEEDER, AND CONTROL CIRCUIT. MANUALLY VERIFY THAT MECHANICAL COMPONENTS FUNCTION CORRECTLY AND THAT VOLTAGES ARE WITHIN ACCEPTABLE LEVELS.

8. LIGHTING SHALL BE TESTED FOR PROPER FUNCTIONALITY, OPERATION OF PHOTOELECTRIC CONTROLS FOR INTERIOR, EXTERIOR LIGHTS, AND EMERGENCY LIGHTING.

I 30 I 31 I 32 33 I 34 I 35

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DESCRIPTION OWN CHKD APPVD DA TE SCALE: N.T.S. DATE DRA~NG NUMBER

DWN BY: TMB 12/22/15 cc__..:.... Cameron LNG l-CAM_-_ARH_-D_WG-_12_003_6 --t-il CHKD BY: WJG 12/22/15 '-0 - CAD FlLE NAME !

1-1-------------1-1-1-1-1-1-------------1r--1-1-1--1-;;;,1N~AL--;c:;K:----1-'--I~-------~=~-------1184440-CAM-ARH-DWG-720036 {

..,...- ' 1-----0---1 v ENGR.: [[J\f RE"1SION

0 ISSUED FOR CONSTURCTION TMB WJG JSD 02/25/16 APPRV: l t--~-------------~-~-"---~---'---'----------------"~--'---'-----'--'---+--------+------1t--~~~~~~~~~~~~~~~--~~~~~-t--li

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and ls loaned to Recipient solely for confidential use. Recipient promises and agrees to return this APPRV: 1 document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written PLANT NAME ADMINISTRATION BU I LOI NG ,;; consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT. CAMERON LIQUEFACTION PLANT ELECTRICAL SPECI Fl CATIONS w I PREPARED BY: I PROJECT NUMBER: HACKBERRY, LA CAMERON LIQUEFACTION PROJECT

I 10 I 11 I 12 I 13 I " I 15 I 16 I 17 I 19 20 I 21 I 22 I 23 I ,, " " I ,, I " ,, I 30 I ,1 I ,, I ,, I 34 I 35

u u

LOBBY

LOBBY

HALLWAY BElWEEN CONTROL ROOM & 1/0 ROOM

" "

" " " ..

LOBBY LOBBY

HALLWAY TO LOBBY 2ND LEVEL ELECTRICAL ROOM

CONTROL ROOM CONTROL ROOM

Thia dowrnent contains oonfldential Information of cameron LNG, llC, is owned by Cameron LNG. LLC and ta toaned to Recipient a:iottly for oonlidenlial use. Recipient promises and agrees'° retum ttis document and arl ooplea thereof upon request of Cameron LNG. LLC. Recipient agrees that II shall not use this document fot any J)Ul'pOIO other lhln thM for~ it Is~ wrtnout ~ wl1l'lon consent of came<on LNG, lLC. NO REPRESENTATION OR WARRANTY IS MAOE REGARDING THE ACCURACY OF lHIS OOCUMENT.

PROJECT NUMBER:

" " " " " "

a "

.....,, ...... CAMERON LIQUEFACTION Pl.ANT

HACKBERRY. lA

" " "

..

"

.. ..

~ I.

2.

3.

All LICHTINC, RECEPTACLE, ANO CONTROL CIRCUITS IN AFFECTEO .IR£AS TO BE REMOVED TO TliE BRANCH CIRCUIT BREMER OR SOURCE TERMINAL BRANCH CIROJIT BREAKER TO BE REPLACED IN KIND. CONTROL CIRCUllS ARE NOT TO BE REPLACED.

IF A CIRCUIT OUTSIDE Cf° THE AFFECTED AR(AS IS PO\\£RED BY THE BRANCH CIRCUIT OF Cf° NOTE 1. REPLACE AND REWIRE IN KIND.

NElWORK CABLING TO BE REMOVED TO IHE CONNECTED S'MTCH/l!OUTER. IF NE'l'llOOK CABLING TO AN UNAFFECTED AREA IS INCl.UDED. NEW CABLING SHAU BE INSlAllEO.

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ADMINISTRATION BUILDING ELECTRICAL DEMOLITION PHOTOGRAPHS

CAMERON LIQUEFACTION PROJECT

" " "

"

"

CONTROL ROOM

CONTROL ROOM

" " " "

CONTROL ROOM CONTROL ROOM

1/0 ROOM 1/0 ROOM

WJC JSO 02/25/16

Thia document contains. c:onfidontill lnform3llon of C.met0n LNG, llC, It OW1l6d by cam0<0n LNG, UC and la loaned to Reclpietll IOMfy for oonfldentlal use. Redpienl pronises aid agrees to tebJm tNs documenl and all copltt thereof upon request of Cemeron LNG, LLC. R6Ciptent aQteet that It WU not use this~ for any putpOSe °"* INln that fot whiCtt It is furnished wilhout axpre&s written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARfWffY IS MA0E RE<lAAOING THE ACCURACY OF THIS DOCUMENT.

PROJECT NUMBER: ,, " " " " "

,, a " It

"""'"'"' CAMERON LIOUffACTION PLANT

HACK8€RRY, l A

" ..

" .. ,.

1. All UCHTINC, RECEPTACLE. ANO COtllllOI. CIRCUITS IN AffEClIO AREAS TO BE REMOVED TO THE BRANCH CIRCUIT BREAKER OR SOURCE lIRMINAL BRANCH CIRCUIT BREAKER TO BE REPl.ACEO IN KIND. COtllllOl CIRCUITS ARE HOT TO BE REPl.ACEO.

2. If A CIRCUIT OUTSIDE ~ lliE AFFECTED AREAS IS POWERED BY THE BRANCH CIRCUIT OF <1" NOlI 1. REPLACE ANO RE'MRE IN KIND.

J. NE'fWORK CABLING TO BE REMOVED TO THE COllNEClIO S'MTCH/ROUlIR. If NElWOR1< CAllUNC TO AN UNAFFECTED AREA IS U<CLUOED, NEW CABUHC SHALL BE INSTAllEO.

ADMINISTRATION BUILDING ELECTRICAL DEMOLITION PHOTOGRAPHS

CAMERON UQUEf ACTION PROJECT

" ,.

"

2 3 4 5 £ 8

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1111111111111 I I I I I I I I I I w ORIGINAL SCALE 1/4"=1'-0"

2 4 5 6 1 8

9 10 11 12 13 14

NOTE 1

FIXTURE EQUIPPED WITH EMERGENCY BATTERY PACK (NOTE 1) NOTE 2

DUAL LAN DATA & PHONE PORT

if------j

~ I

LP-18, CKT 22

NOTE 2

LP-18, CKT 20

NOTE 2

I 11

'

CONNECT EXIT SIGNS TO POWER CIRCUIT IN '===~JUNCTION BOX AHEAD OF SWITCHES (TYP)

S-1b

15

LP-18, CKT 27

15

LP-1 B, CKT 26

17

LP-18, CKT 24

18 19 20 21 22 23

f-----11 ;

·-·-·--

SWITCH NO. THAT CONTROLS THE FIXTURE

[ ____ ]

I S-8

NOTE 3

S-9

I

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ELECTRICAL ROOM

EXISTING LIGHTING PANEL

LP-18

EXISTING EMERGENCY LIGHTING PANEL

LP-E5

ADMINISTRATION BUILDING - SECOND FLOOR ELECTRICAL LAYOUT

REV DESCRIPTION DWN CHKD APPVD DATE REV DESCRIPTION

0

9 10 11 12 13 14 15 16 17 18 19 21l 21 22 23

24 25 16 28 29

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DWN CHKD APPVD DATE SCALE: DATE

DWN BY:

CHKD BY:

FINAL CK:

ENGR.:

APP RV:

APP RV:

24 25 28 29

30

30

31 32 33 34

NOTES:

1. ALL LIGHTING FIXTURES ARE LITHONIA #2AV 3 32 SBL LAY IN EXCEPT THOSE WITH EMERGENCY BATTERY PACKS, LITHONIA #2AV 3 32 SSL E14 OR APPROVED EQUAL.

2. LIGHTING FIXTURES ASSOCIATED WITH SWITCHES S-3, S-4, S-5, AND S-6 ARE POWERED FROM LIGHTING PANEL LP-18, CIRCUIT 8.

3. LIGHTING FIXTURES ASSOCIATED WITH SWITCHES S-7, S-8, AND S-9 ARE POWERED FROM LIGHTING PANEL LP-18, CIRCUIT 10.

31 32 33 34

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1 0 2 4 6 8 10ft

1111111111111 I I I I I I I I I I ORIGINAL SCALE 1/4"=1 '-0"

REV DESCRIPTION DllN CHKD APPVIJ DATE REV

22 23 24 25 26

DEMOLITION AREA, SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND ELECTRICAL DRAWING 720039 FOR NEW AND RELOCATED ELECTRICAL EQUIPMENT

DESCRIPTION DllN CHKD APPVIJ DATE

23 "

DllN BY:

CHKD BY:

30 32 33

cc.,,:, Cameron LNG ,~ -

34 35

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i-:CA---:M-,-AR:..,H----:DW---:G..,...-72::.00---,46_-t-! 1-r---------------1-1-1-1-111--------------1-1-1-1--1-;;;,1;,;;NA:;-L;:;CK~: ----1--J-------~~==---------1184440-CAM-ARH-DWG-720046

ENGR.: CCJtr REVISION

CAD FILE NAME '

v

0 ISSUED FOR CONSTURCTION TMB WJG JSD 02/25/16

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 14 16 17 18 20 21 22 24 25 26

APP RV:

APPRV:

PLANT NAME

CAMERON LIQUEFACllON PLANT

HACKBERRY, LA

27 23 "

0

ADMINISTRATION BUILDING ELECTRICAL DEMOLITION PLAN 1st FLOOR

CAMERON LIQUEFACTION PROJECT 31 32 34 35

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-----------------------

2 3 4 5 6

DEMO

ID #1

DEMO

ID #1

ID #1

7

~--1TB

VAV-8 12KW 20AF

~--1TB

VAV-10 8KW 12AF

~---1TB

60AF 60AT

ID #4

8

SEE NOTE (lYP)

ID #4

ID #4

ID #4

ID #4

9 10 11 13

EXISTING PANEL: MP-1

ADMIN. & CONTROL BLDG. (ELECTRICAL ROOM) NOTE: FOR ID # SEE DRAWING CAM-ARH-DWG-2501

REPLACE ----------0

3/C #12, W/#12G 3 I 4'' c .------'~

VAV-115A IKW 2AF

i)

ID #1 ~--<TB

VAV-8 12KW

REPLACE ___ ---20-AF-.._

0 3/C #12, W/#12G 3 I 4'' c ,----'c......,,

ID #1

ID #1

VAV-1158 1KW 2AF

~--1TB

VAV-10 8KW 12AF

~---1 TB

60AF 60AT

ID #4

ID #4

ID #4

ID #4

ID #4

E_"" NOTE: / I/ VAV-11 VAV-11

LOAD ANALYSIS TABLE WAS COPIED FORM DRAWING NUMBER 8KW

CAM-ARH-DWG-2501 AND MODIFIED AS NOTED. 12AF

LOAD ANALYSIS - OFFICES-NORMAL POWER

ITEM DESCRIPTION VOLTAGE PHASE QTY OR SF UNIT VA EXTENDED VA

OFFICE

1ST FLOOR OFFICE LTS 120 1 7200 3.5 25200

1ST FLOOR OFFICE RECEPTACLE 120 1 7200 1 7200

2ND FLOOR OFFICE LTS 120 1 7200 3.5 25200

2ND FLOOR OFFICE RECEPTACLE 120 1 7200 1 7200

WALL PACK LTS 208 1 1 1106 1106

OFFICE SMALL APPLIANCE CKT 120 1 4 1500 6000

OFFICE RANGE 208 1 1 5000 5000

GUARD HOUSE PANEL MP-3 480 3 42412 1 42412

EXHAUST FANS ~HP) 120 1 2 1176 2352

OFFICE ACU-1 480 3 1 43181 43181

OFFICE AHU-1 (10 HP) 480 3 1 11626 11626 D

VAV-1-6, 8, 1 0, 11, 115A, 115B 480 3 1 64000 64000

VAV-17 THRU 29 (W/O 21 & 25) 480 3 1 93000 93000

25% OF THE LARGEST MOTOR 480 3 1 9250 9250

0 TOTAL SERVICE LOAD

NOTE 1 : 120 VOLT NEUTRAL LOADS WILL BE CARRIED BY THE DOWN STREAM STEPDOWN TRANSFORMER ONLY.

NOTE 2: REFER TO ART. 630.11 (B) FOR ALLOWABLE DEAND FACTORS FOR GROUPS OF ARC WELDERS.

NOTE 3: ACU LOADS AND HEAT LOADS MAY BE ON AT THE SAME TIME

NOTE 4: ACU-3, ACU-4, AHU-3, AHU-4, VAV-21 & VAV-25 ARE SUPPLIED FROM THE EMERGENCY POWER SYSTEM

2 3 4 5 6 7 8 9

8KW 12AF

DEMAND FACTOR DIVERSIFIED LOAD

100%

100%

100%

100%

125%

100%

100%

100%

100%

100%

100%

100%

100%

100%

10

25200

7200

25200

7200

1383

6000

5000

42412

2352

43181

11626

64000

93000

9250

343004

\\I\ 111 I I /I

"' F l ,, ''\'<- () OIJ;s'', ,'' "' £JI~.· 0, ',, ' "' -"'" ""· -:: C:i ~'z;,f; -// -:..

::: ~~ )? ~ : JAMES SCOTT DAVIS : ~ * License No. 33042 *:: :. \(\ REG!STEREO :: ":,<(\PROFESSIONAL ENGINEER ff:

I <i!._, ,.:"

11 12

SERVICE

A-PHASE

30.3

8.7

30.3

8.7

1.7

7.2

6.0

51.0

2.8

51.9

14.0

77.0

111.9

11 .1

412.6

13

14 15 16 17 18

DEMO

ID #1

19 20

~--<TB

VAV-12 5KW

8 OR 10AF

ID #1 ~--<TB

VAV-14 8KW 12AF

60AF 50AT

ID #3

SEE NOTE (TYP)

ID #3

ID #3

21 22

DEMO

ID #1

23 24

~--<TB

VAV-13 6KW 10AF

30AF 30AT

ID #2

SEE NOTE (TYP)

ID #2

25 28 28

EXISTING PANEL: MP-28

WAREHOUSE BLDG. (ELECTRICAL ROOM) NOTE: FOR ID # SEE DRAWING CAM-ARH-DWG-2502

ID #1 ~---1 TB

VAV-12 5KW

8 OR 10AF

ID #1 ----1TB

VAV-14 8KW

REP LAC E ___ .-----1-2AF-...

3/C #12, W/#12G 3/4" c ,----'~

60AF 50AT

ID #3

SEE NOTE (lYP)

ID #3

ID #3

30 31

ID #1

32

~--;TB

VAV-13 6KW

RE p LACE ______ rnA_F-...

0

ADD

3/C #12, W/#12G 3/4" c _c......,,

VAV-230 1KW 2AF

33

30AF 30AT

ID #2

SEE NOTE (lYP)

ID #2

34

VAV-134 1.5KW

3AF

3/C #8, W/#1 OG 3/4'' c

3/C #12, W/#12G ~___,TB

3/4" c r--'~

O ./NOTE: EUH-1 ....., 3.3KW

5AF LOAD ANALYSIS TABLE WAS COPIED FORM DRAWING NUMBER CAM-ARH-DWG-2502 AND MODIFIED AS NOTED.

LOAD ANALYSIS - WAREHOUSE

ITEM DESCRIPTION VOLTAGE PHASE QTY OR SF UNIT VA EXTENDED VA DEMAND FACTOR DIVERSIFIED LOAD

WAREHOUSE

AMPS @ 480/277V 3-PH 1 ST FLOOR SHOP OFFICES LTS 120 1 5175 3.5 18112.5

1ST FLOOR SHOP OFFICES RECEPT 120 1 5175 1 5175 B-PHASE C-PHASE NEUTRAL

2ND FLOOR SHOP OFFICES LTS 120 1 5175 3.5 18112.5

2ND FLOOR SHOP OFFICES RECEPT 120 1 5175 1 5175 30.3 30.3 NOTE 1

MAINTENANCE SHOP LTS 120 1 2275 2 4550

8.7 8.7 NOTE 1 MAINTENANCE SHOP RECEPT 120 1 2275 1 2275

30.3 30.3 NOTE 1 EXTERIOR FLOOD LTS 208 1 1 6330 6330

8.7 8.7 NOTE 1 WAREHOUSE LTS 120 1 4550 0.3 1137.5

WAREHOUSE RECEPT 120 1 4550 1 4550 1.7 1. 7 NOTE 1

WAREHOUSE EXH FANS 480 3 4 1744 6976 7.2 7.2 NOTE 1

WELDER RECEPT 480 3 3 18684 58052 6.0 6.0 NOTE 1

OVERHEAD CRANE 480 3 1 17438 17438 51.0 51.0 0

WAREHOUSE ACU-2 LOAD 480 3 1 34300 34300 2.8 2.8 0

WAC-1 AC UNIT 208 1 1 3000 3000 51.9 51.9 NOTE 3

WAREHOUSE UNIT HEATERS LOAD 480 3 8 50000 400000 14.0 14.0 NOTE 3

77.0 77.0 NOTE 3 0 WAREHOUSE OFFICES AHU-2 480 3 1 9300 9300

111.9 111 . 9 NOTE 3 WAREHOUSE OFFICES VAV 12, 13, 14, 124, 230 480 3 1 21500 21500

I

11 . 1 11 . 1 0 \.. EUH-1 480 3 1 3300 3300

412.6 412.6 0 /& 25% OF THE LARGEST MOTOR 480 3 1 4983 4983

I TOTAL SERVICE LOAD

NOTE 1 : 120 VOLT NEUTRAL LOADS WILL BE CARRIED BY THE DOWN STREAM STEPDOWN TRANSFORMER ONLY.

NOTE 2: REFER TO ART. 630.11 (B) FOR ALLOWABLE DEAND FACTORS FOR GROUPS OF ARC WELDERS.

NOTE 3: ACU LOADS ARE SMALLER THAN HEAT LOADS. SEE ART. 220.60 NONCOINCIDENT LOADS.

REV DESCRIPTION OWN CHKD APPVD DATE REV DESCRIPTION OWN CHKD APPVD DATE

0 ISSUED FOR CONSTRUCTION DAS WJG JSD 03/15/16

This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 14 15 16 17 18 19 20 21 22 23 24 25

100% 18113

100% 5175

100% 18113

100% 5175

100% 4550

100% 2275

125% 7913

100% 1138

100% 4550

100% 6976

100% 58052

100% 17438

100% 34300

100% 3000

100% 400000

100% 9300

100% 21500

100% 3300

100% 4983

625851

SCALE: DATE

OWN BY:

APPRV:

PLANT NAME

CAMERON LIQUEFACTION PLANT

HACKBERRY, LA

27 28 29

SERVICE AMPS @ 480/277V 3-PH

A-PHASE B-PHASE C-PHASE NEUTRAL

21.8 21.8 21.8 NOTE 1

6.2 6.2 6.2 NOTE 1

21.8 21.8 21.8 NOTE 1

6.2 6.2 6.2 NOTE 1

5.5 5.5 5.5 NOTE 1

2.7 2.7 2.7 NOTE 1

9.5 9.5 9.5 NOTE 1

1.4 1.4 1.4 NOTE 1

5.5 5.5 5.5 NOTE 1

8.4 8.4 8.4 0

69.8 69.8 69.8 NOTE 2

21.0 21.0 21.0 0

41.3 41.3 41.3 NOTE 3

3.6 3.6 3.6 NOTE 1

481.1 481.1 481.1 0

11.2 11.2 11.2 0

25.9 25.9 25.9 0

4.0 4.0 4.0 0

6.0 6.0 6.0 0

752.8 752.8 752.8 0

0

ADMINISTRATION BUILDING ELECTRICAL HVAC MODIFICATIONS (SH 1 OF 2)

CAMERON UQUEFACTION PROJECT 30 31 32 33 34

35

A

B

c

0

E

F

G

H

K

l

M

N

0

p

Q

R

s

) T

I >' •

w

35

2 3 4 5 6 7 8 9 10

A

B

c

D

E

F

G

H

K

L

M

N

0

p

Q

R

s

T

u

v

w

2 3 4 6 7 8 9 10

11 12 13 14

DEMO

NOTE LOAD ANALYSIS TABLE WAS COPIED FORM DRAWING NUMBER CAM-ARH-DWG-2504 AND MODIFIED AS NOTED.

LOAD ANALYSIS EMERGENCY POWER

ITEM DESCRIPTION VOLTAGE

XFMR ET -1 & PNL EPP-1 480

XFMR ET-5, PNLS ELP-5 & 5A 480

ACU-3 OR ACU-4 480

AHU-3 OR AHU-4 480

VAV-240, 242, 245, 246, 247 480

VAV-25 480

25% OF THE LARGEST MOTOR 480

TOTAL SERVICE LOAD

NOTE 1: NOT USED

OT U

15

i)

PHASE

3

3

3

3

3

3

3

16 17 18 19 20

EXISTING PANEL: EPP-K001

OFFICE/WAREHOUSE BLDG. (ELECTRICAL ROOM) NOTE FOR ID # SEE DRAWING CAM-ARH-DWG-2504

60AF 35AT

0

i)

3/C #12, W/#12G ~---;TB

3/4" c -~-

VAV-240 1.5KW

3AF

3/C #12, W/#12G ~---;TB

3/4" c -~-

VAV-242 1KW 2AF

3/C #12, W/#12G ~---1 TB

3 I 4" c .------''----

VAV-245 1KW 2AF

3/C #12, W/#12G ~---1 TB

3 I 4" c ~..___,

VAV-246 1KW 2AF

3/C #12, W/#12G ~---;TB

3/4" c -~-

VAV-247 1KW 2AF

60AF 35AT

21

3/C #8. W/#10G 3/4" c

3/C #8. W/#IOG 3/4" c

3/C #8, W/#10G 3/4" c

3/C #8, W/#1DG 3/4" c

3/C #8, W/#10G 3/4" c

QTY OR SF UNIT VA EXTENDED VA DEMAND FACTOR DIVERSIFIED LOAD

75000.0 75000.0 100% 75000.0

30000 30000 100% 30000

81711.0 81711.0 100% 81711.0

23252 23252 100% 23252

5500 5500 100% 5500

1 28000 28000 100% 28000

17605 17605 100% 17605

261068.0

NOTE HVAC-3 & HVAC-4 SYSTEMS ARE REDUNDANT SYSTEMS. ONLY ONE WILL RUN AT ANY GIVEN TIME.

22 23 " 25 28 27 28 29 30 31 32 33 34 35

A

8

c

D

E

F

G

REPLACE

H

K

L

M

N

0

SERVICE AMPS @ 480/277V 3-PH

A-PHASE 8-PHASE C-PHASE NEUTRAL p

90.2 90.2 90.2 0

36.1 36.1 36.1 0 Q

98.3 98.3 98.3 NOTE 3

28.0 28.0 28.0 NOTE 3

6.6 6.6 6.6 0

33.7 33.7 33.7 0 R

21.2 21.2 21.2 0

314.0 314.0 314.0 0

s

T

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11 12 13

OWN BY: (<:~ ... -: Cameron LNG 1-cAM_-_ARH_-IYll_G-_1200_48_-r-;i CHKO BY: ~m- CAD FILE NAME .!

FINAL CK: 1-----------.,=,,.....--------1 .... 1_84_440_-_CAM_-AR_H_-o_w_G-_72_00_48 ..... v 1

l-~--'-~~~~~~~~~~~~~'-----'-~--'-~-'-~~-'--~'--~~~~~~~~~~~~--'-~-'-~-'-~.L--'--+-EA_NPGP_RR.V::_~~~~+--~---t------------c~ __ l;J!! _____________ R_rn_s1-0N __ ! ____ -t--1i 0 ISSUED FOR CONSTRUCTION DAS WJG JSD 03/15/16 i This document contains confidential information of Cameron LNG, LLC, is owned by Cameron LNG, LLC and is loaned to Recipient solely for confidential use. Recipient promises and agrees to return this document and all copies thereof upon request of Cameron LNG, LLC. Recipient agrees that it shall not use this document for any purpose other than that for which it is furnished without express written consent of Cameron LNG, LLC. NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DOCUMENT.

PREPARED BY: PROJECT NUMBER: 14 15 16 17 18 19 20 21 22 23 24 25 26

::N:v~AME ADMINISTRATION BUILDING w I CAMERON LIQUEFACTION PLANT ELECTRICAL HVAC MODIFICATIONS (SH 2 OF 2) i

HACKBERRY, LA CAMERON LIQUEFACTION PROJECT 27 28 29 30 31 32 33 34 35