RFP SC-25-672 Addendum 1 dated 06-27-2025.pdf

Ames Laboratory RFP SC-25-672 ADDENDUM NUMBER 1

ADDENDUM NUMBER 1

ADDENDUM DATE: 6/27/2025

PROJECT: RFP SC-25-672 Magnet Testbed – Phase 2

PROPOSAL DUE DATE: 7/9/2023 at 4:00 p.m. CDT

ADDENDUM ISSUED DATE: 6/27/2025

The information contained in this Addendum modifies, supplements, or replaces information contained in the RFP dated 6/9/2025 and Bidding Documents dated 6/9/2025 and is hereby made a part of the Contract Documents.

Acknowledge receipt of this Addendum with your proposal submission

Addendum consists of 4 pages and 3 pages of attachments.

ADDENDUM INDEX

GENERAL ITEMS: None.

APPLICABLE TO THE PROJECT SPECIFICATIONS: Items 1 thru 3.

APPLICABLE TO THE DRAWINGS: Items 1 thru 4.

ADDITIONAL ACCEPTABLE PRODUCTS AND SYSTEMS Items 1 thru 2.

QUESTIONS AND ANSWERS Items 1-11.

ATTACHMENTS:

Specifications:

Appendix A Existing Fire Protection As-Built Documents.

Drawing Sheets (1 Sheet each):

2A-101 – LEVEL 1 – ARCHITECTURE.

2FP-101 – LEVEL 1 AND LEVEL 2 – FIRE PROTECTION PLAN

APPLICABLE TO THE PROJECT SPECIFICATIONS

1. SECTION 00 01 00 – TABLE OF CONTENTS

1.1. ADD Appendix A Existing Fire Protection As-Built Documents

2. SECTION 22 15 13 – COMPRESSED GAS PIPING

2.1. Refer to Article 2.1, Paragraph A.1.c REMOVE period from end of email “Jeffrey.Jordan@swagelok.com”

2.2. Refer to Article 3.5, Paragraph C, REVISE sub-paragraph 1 as follows:

1 “Piping Leak Tests: Test new and modified parts of existing piping. Pneumatically test in accordance with ASTM B31.1 that is not less than 1.2 times the system working pressure.

Test pressure shall not exceed maximum pressure for any vessel, pump, valve, or other component in system under test.”

2.3. Refer to Article 3.5, Paragraph C, REVISE sub-paragraph 2 as follows:

“2. The pressure in the system shall gradually be increased to not more than 1/2 of the test pressure, after which the pressure shall be increased in steps of approximately 1/10 of the test pressure until the required test pressure is reached. The pressure shall be continuously maintained for a minimum time of 10 min. It shall then be reduced to the lower of design pressure or 100 psig and held for such time as may be necessary to conduct the examination for leakage. Examination for leakage by soap bubble or equivalent method shall be made of all joints and connections.”

3. ADD APPENDIX A Existing Fire Protection As-Built Documents in its entirety.

APPLICABLE TO THE DRAWINGS

1. DRAWING SHEET A-101 – LEVEL 1 ARCHITECTURE

1.1. Room Finish Schedule:

1.1.1. Room 285-286, REVISE floor finish to CONC-1.

1.2. Drawings D4:

1.2.1. ADD note N9 “REMOVE AND REINSTALL CRANE STOP AT BOTH RAILS SO THAT

THE WEST-MOST PART OF THE CRANE, REGARDLESS OF ELEVATION, STOPS 6"

EAST OF ATOMIZER PLATFORM.”

2. DRAWING SHEET 2FP101 – LEVEL 1 AND LEVEL 2 FIRE PROTECTION PLAN

2.1. ADD detail view A1.

2.2. ADD keyed note FP05.

3. DRAWING SHEET 2ED601 – ELECTRICAL SCHEDULES – DEMOLITION

3.1. REVISE General Note D to the following:

3.1.1. “ALL WORK ASSOCIATED WITH RECIRCUITING OF ROOM 160 MACHINE SHIP

DEVICES AND EQUIPMENT SHALL BE INCLUDED AS PART OF ALTERNATE 01 03.”

4. DRAWING SHEET 2EL102 – LEVEL 2 – LIGHTING PLAN

4.1. REVISE Lighting Fixture Schedule, Equals Column as follows:

4.1.1. F1: COOPER METALUX BAA-8SNX-SL3-LW-UNV-CC83-CD1-PAF

4.1.2. F2: FINELITE HPR LED - A - 2x4 - S - 840 - DCO - 96LG - 277 - SC - FC-10% - C1 - 96LG

4.1.3. F2E: FINELITE HPR LED - A - 2x4 - S - 840 - DCO - 96LG - 277 - SC - FC-10% - C1 -

96LG - LGD10W

ADDITIONAL ACCEPTABLE PRODUCTS AND SYSTEMS

1. 23 34 23 – HVAC POWER VENTILATORS

1.1. ADD JencoFan.

2. 23 21 23 – HYDRONIC PUMPS

2.1. ADD Ebara Pumps

QUESTIONS AND ANSWERS

1. Is the slab in Room 160A adequate to support the Atomizer platform and equipment? Is there a need for footings?

1.1. Yes, the existing 6” slab in Room 160 A is adequate to support the Atomizer platform and equipment without the need for footings. Please note drawings 5A/2G-001 showing the anchoring detail for the platform into the existing slab. – MG, BBS

2. Is the slab in the Gas Canister Storage room adequate to support the equipment? Is there a need for structural modifications/support?

2.1. TBD – MG, BBS

3. Please confirm the MEP drawings and specifications have been coordinated with Arcast for their equipment utility needs.

3.1. Yes. – EK, BBS

4. Please provide the proposed installation duration from Arcast for the Atomizer platform and equipment.

4.1. This is unknown at this time and will be dependent on coordination with the GC and owner for installation and startup of the Atomizer equipment and supporting infrastructure. -MA, Ames Lab.

5. It was mentioned during the site visit that the existing fire protection drawings would be provided. Please provide. ?

5.1. See Appendix A. – EK, BBS

6. Please verify what PSI the piping downstream of the AR compressor needs to be tested at. ?

6.1. Refer to 22 15 13 Article 3.5. – EK, BBS

7. Has Arcast's schedule been taken into account when generating the project milestone schedule in specification section 00 30 00?

7.1. Yes, the Arcast schedule has been coordinate to align with the proposed project milestone schedule. -MA, Ames Lab

8. During the site visit it was noticed that Room 287 has a sink that the drawing doesn't address.

Please advise if it is to remain in place or if it is to be removed?

8.1. If add alternate 1 is not accepted the sink remains, if add alternate 1 is accepted the sink is removed. -MA, Ames Lab

9. Please confirm all furnishing (desks, chairs, etc) will be removed from the spaces prior to the start of construction.

9.1. Yes, all furniture will be removed prior to the start of construction. -MA, Ames Lab

10. Drawing sheet 2A-102 indicates Room 285-286 is to receive concrete sealer. The Room Finish Schedule on drawing sheet 2A-101 indicates Room 285-286 is to receive carpet tile. Please advise which one is correct.?

10.1. Room 285-286 is to receive concrete sealer, not carpet. Room finish schedule will be updated in Add-01. – MG, BBS

11. Has the fire suppression occupancy classification for Room 285-286 been reviewed/re-evaluated to see if the existing fire suppression system can handle to new room use? Is there a new for clean agent system?

11.1. No need for clean agent system. -MA, Ames Lab

11.2. See 2FP101 updated in this addendum. Occupancy classification OF 285-286 IS the same as Magnet Testbed 160A which is the hydraulically most remote area of the building and greater than 1200 square feet. -EK, Ames Lab

Issued 6/27/2025

Appendices

Appendices

THIS PAGE

INTENTIONALLY

LEFT BLANK

UP

9 12 14

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2A-102D4

D1

2A-102

160A

26 24 1626 24 1626 24 1626 24 16

160A.1

26 24 16

N4

N4

N4

F V

F V

5 3/4" FV

6' - 4"

5 3/4" FV

6' - 4" 6' - 4"

5 3/4" FV

6' - 4" 6' - 4"

2A-101

D4

ALIGN FACE

OF COLUMN

WITH FACE

OF FRAME

OWNER

PROVIDED

SIGNAGE

D3

2A-102 MAGNET

TESTBED

160A

CORRIDOR

005-S16

MACHINE

SHOP

N7

N5

2G-001

5A TYP

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MACHINE

SHOP

D5

D6

D7

DEMOLITION GENERAL NOTES

A. PERFORM DEMOLITION WITHOUT DAMAGE TO

ADJACENT RETAINED CONSTRUCTION. WHERE SUCH

DAMAGE OCCURS, PATCH, REPAIR, OR OTHERWISE

RESTORE TO ITS ORIGINAL CONDITION.

B. PATCH AND REPAIR ALL OPENINGS AND VOIDS LEFT BY

REMOVAL OF EXISTING CONSTRUCTION, EQUIPMENT,

PIPING, DUCTS, CONDUIT, ETC. AS REQUIRED TO

MATCH FINISHED ADJACENT.

C. PROVIDE TEMPORARY SHORING AS REQUIRED FOR

SELECTIVE DEMOLITION.

D. UNLESS SPECIFICALLY INDICATED OTHERWISE,

REMOVE ALL DEMOLISHED MATERIALS FROM THE SITE

AND FOLLOW IOWA DNR AND LANDFILL PROCEDURES

TO PROPERLY SEPARATE AND DISPOSE OF MATERIALS

REMOVED FROM THE SITE.

E. PROVIDE ALL DEMOLITION AND DISPOSAL AS

REQUIRED FOR INSTALLATION OF NEW WORK AS

INDICATED, OR AS REASONBLY IMPLIED BY THESE

CONSTRUCTION DOCUMENTS.

F. STORE AND PROTECT ALL SALVAGED ITEMS NOTED OR

REQUESTED TO BE RETURNED TO OWNER.

COORDINATE WITH OWNER FOR THE LOCATION OF

STORAGE FOR SALVAGED ITEMS.

GENERAL NOTES

A. SCREENED (GRAY-TONE) LINES INDICATE EXISTING

CONSTRUCTION TO REMAIN.

B. BOLD SOLID LINES INDICATE NEW CONSTRUCTION.

C. FIELD VERIFY EXISTING BUILDING CONDITIONS,

ELEVATIONS, AND DIMENSIONS PRIOR TO START OF

WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES

FOUND IN RELATION TO THE CONTRACT DOCUMENTS.

D. GENERAL CONTRACTOR SHALL COORDINATE WORK

OF ALL TRADES PRIOR TO STARTING ANY DEMOLITION/

CONSTRUCTION.

E. DO NOT SCALE DRAWINGS TO DETERMINE

DIMENSIONS. VERIFY ALL DIMENSIONS. IMMEDIATELY

REPORT ANY DISCREPANCIES TO THE ARCHITECT.

F. ALL DIMENSIONS ARE GIVEN TO THE FACE OF FINISHED

SURFACE, UNLESS NOTED OTHERWISE. ± DIMENSIONS

ALLOW FOR VARIATION DUE TO EXISTING CONDITIONS.

G. ALL DIMENSIONS TO EXISTING STRUCTURE/WALLS ARE

APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY.

H. PROTECT FROM DAMAGE ALL EXISTING

CONSTRUCTION TO REMAIN.

I. MAINTAIN THE BUILDING IN A WEATHER TIGHT

CONDITION AT ALL TIMES.

J. MAINTAIN OPERATION OF ALL EXISTING SERVICES AND

UTILITIES TO THE BUILDING. COORDINATE ANY

DISRUPTIONS OR DISCONTINUATIONS WITH THE

OWNER'S REPRESENTATIVE IN ADVANCE.

K. REFER TO AND COORDINATE WITH MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS FOR EXTENT

OF ASSOCIATED DEMOLITION AND NEW WORK.

L. PATCH AND REPAIR ALL SURFACES ADJACENT TO NEW

WORK ITEMS AS REQUIRED TO MATCH FINISHED

ADJACENT CONSTRUCTION AND PROVIDE A FINISHED

WEATHER TIGHT CONDITION.

M. CONSULT ARCHITECT/STRUCTURAL ENGINEER FOR

ANY AND ALL LOCATIONS WHERE UNFORESEEN OR

UNUSUAL STRUCTURAL CONDITIONS EXIST.

N. PROVIDE BLOCKING AS REQUIRED IN WALLS FOR ALL

BASE AND WALL CABINETS, WALL-HUNG EQUIPMENT,

WALL-APPLIED DOOR HARDWARE, AND OWNER-

PROVIDED EQUIPMENT.

FIRST FLOOR

0"

SECOND FLOOR

12' - 5 3/8"

9 12 14

D1

2A-102

12 35 53.G1

07 92 00.A1

CRANE RAIL

N6

N7

N8 N8 N8

N5

N9

ROOM FINISH NOTES:

1. WALL BASE TO BE INSTALLED IN RM 160 AT LEVEL 2 ON WALL ADJACENT TO PLATFORM

BETWEEN COLUMNS, SEE ELEVATION.

2. WALL BASE AT SEALED CONCRETE, EXTEND WEST TO NEXT DOOR FRAME AT EXISTING

CARPET.

3. PAINT ALL UNPAINTED DUCTWORK, PIPING, CONDUIT, ETC. TO MATCH THE WALL, CEILING, OR

RAILING THEY RUN PARALLEL TO.

4. PROTECT FLOORING FROM DAMAGE WITH PLASTIC SHEETING TOPPED WITH RIGID

HARDBOARD. TAPE SEAMS. (MINIMUM PROTECTION REQUIRED).

DOOR NOTES:

1. EXISTING DOOR -- ADD WIRELESS KEYCARD LATCH HARDWARE.

2. EXISTING DOOR -- TO BE LOCKED AND REMAIN UNUSED.

3. NO LOCK.

D E

SEE SCHED

S E

E S

C H

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SEE SCHED

6" 6"

" S E

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6" 6"

SEE SCHED

F

SEE SCHED

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HM-2

S E

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" 2"

SEE SCHED

2"

08 11 13.B1

07 92 00.A1

08 11 13.E1

WALL TYPE, EXISTING

07 92 00.A1

07 92 00.A1

08 11 13.E10

WIDTH, MATCH EXISTING

07 92 00.A1

07 92 00.A2 08 80 00.H1

05 50 00.A5

04 20 00.A2

07 92 00.A1

08 11 13.E10

WIDTH, MATCH EXISTING

07 92 00.A1

07 92 00.A2 08 80 00.H1

04 20 00.A1

WIDTH, MATCH EXISTING

07 92 00.A1

08 11 13.B1

08 11 13.E1

07 92 00.A107 92 00.A107 92 00.A1

05 50 00.A6

WIDTH, MATCH EXISTING

08 11 13.B1

08 11 13.E1

04 20 00.A1

WALL TYPE, EXISTING

08 11 13.B1

08 11 13.E1

07 92 00.A107 92 00.A1

WALL TYPE, EXISTING

FLOOR ABOVE (SECTION)

09 65 00.B5 07 92 00.A1 05 12 00.A1 05 50 00.B1

PLATFORM, NIC

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

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ARCHITECTURE

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06.09.2025

1/4" = 1'-0"A4 LEVEL 1 - ARCHITECTURE N

N

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KEY PLAN1/4" = 1'-0"A1 LEVEL 1 - ARCHITECTURE DEMOLITION

1/4" = 1'-0"D4 ROOM 160A - ELEVATION NORTH

SHEET NOTE LEGEND

D5 SALVAGE CASEWORK TO OWNER.

D6 SALVAGE COUNTER TO OWNER.

D7 DEMO BALCONY, RAILINGS, AND LADDER,

COMPLETELY REMOVE FROM STRUCTURE.

N4 ATOMIZER COLUMNS AND ANCHOR ROD SETTING

BASE BY ARCAST

N5 OWNER INSTALL COUNTER, NOTCHED AT COLUMN TO

LEAVE 1/8" GAP

N6 OWNER SEAL GAP AT COLUMN AT COUNTER AND

CASEWORK

N7 ATOMIZER EQUIPMENT, PLATFORM, STAIRS, AND

RAILINGS BY OWNER, COORDINATE

N8 OWNER REINSTALL SALVAGED CASEWORK, MODIFY

BASE CABINETS TO SIT OVER COLUMN BASE PADS

N9 REMOVE AND REINSTALL CRANE STOP AT BOTH RAILS

SO THAT THE WEST-MOST PART OF THE CRANE,

REGARDLESS OF ELEVATION, STOPS 6" EAST OF

ATOMIZER PLATFORM.

KEYNOTE LEGEND

04 20 00.A1 GROUT SOLID JAMB/SILL

04 20 00.A2 CMU SOAPS TO MATCH WALL, GROUT SOLID

05 12 00.A1 2X3X3/8 STEEL ANGLE

05 50 00.A5 WT5X15, BEAR 8" EA SIDE

05 50 00.A6 4-1/4"X3"X1/4" WELDED TEE, BEAR 8" EA SIDE

05 50 00.B1 1/2" A325 BOLT

07 92 00.A1 SEALANT

07 92 00.A2 SEALANT AS RECOMMENDED BY LAMINATED

GLASS MANUFACTURER

08 11 13.B1 1 3/4" METAL DOOR

08 11 13.E1 DOUBLE RABBET HM DOOR FRAME, 4" HEAD,

MATCH NOMINAL CMU BLOCK SIZE

08 11 13.E10 DOUBLE RABBET HM WINDOW FRAME, MATCH

NOMINAL CMU BLOCK SIZE

08 80 00.H1 1/2" LAMINATED GLASS

09 65 00.B5 4" RESILIENT TOPSET BASE

12 35 53.G1 FILLER PANEL, ALIGN WITH FACE OF COLUMN

26 24 16 ELECTRICAL PANEL, SEE ELECTRICAL

3 ADD-01 06.27.25

ROOM FINISH SCHEDULE - PHASE 2

ROOM NO. ROOM NAME FLOOR BASE

WALLS

CEILING

REMARKS

(KEYED NOTES)NORTH EAST SOUTH WEST

160A MAGNET TESTBED - RB-1 PNT-1 - - - - 1, 4, 3

285-286 GAS CANISTER STORAGE CONC-1 RB-1 PNT-1 PNT-1 PNT-1 PNT-1 PNT-2

287 CONTROL ROOM CPT-1 RB-3 PNT-1 PNT-1 PNT-1 PNT-1 ACP-1

C28 CORRIDOR CONC-1 RB-2 PNT-4 - - - - 2

DOOR SCHEDULE - PHASE 2

DOOR NO ROOM KEY SIDE

DOOR FRAME

RATING

HARDWARE

DESCRIPTION COMMENTSWIDTH HEIGHT TYPE MATL QTY TYPE

285 C28 6' - 0" 7' - 0" F HM 2 HM-2 05 PNT-3

287A C28 3' - 0" 7' - 0" D HM 1 HM-2 03 1, PNT-3

287B C28 3' - 0" 7' - 0" D HM 1 HM-2 - 2, PNT-3

C28C 5' - 0" 7' - 0" E HM 1 HM-2 04 PNT-3

1/4" = 1'-0"

DOOR PANEL TYPES

1/4" = 1'-0"

FRAME TYPES

1 1/2" = 1'-0"D3 HM DR HEAD AT EXIST

1 1/2" = 1'-0"A3 HM WD HEAD AT CMU

1 1/2" = 1'-0"A HM WD JAMB/SILL AT EXIST

1 1/2" = 1'-0"C HM DR HEAD AT CMU

1 1/2" = 1'-0"B3 HM DR JAMB AT CMU

1 1/2" = 1'-0"C3 HM DR JAMB AT EXIST

1 1/2" = 1'-0"E3 PLATFORM TO EXIST

ALTERNATE NO. 2

ALTERNATE NO. 1

ALTERNATE NO. 2

FIRE SUPPRESSION GENERAL NOTES:

A. FIRE SUPPRESSION ENTITIES DRAWN WITH THIS

LINETYPE ( ) INDICATES NEW WORK,

UNLESS NOTED OTHERWISE.

B. FIRE SUPPRESSION ENTITIES DRAWN WITH THIS

LINETYPE ( ) INDICATES EXISTING TO

REMAIN, UNLESS NOTED OTHERWISE.

C. DRAWINGS SHOWING LOCATIONS OF FIXTURES,

EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT

ACTUAL INSTALLATION CONDITIONS. DRAWINGS

SHOW THE GENERAL ARRANGEMENT OF ALL

PIPING, DUCTWORK EQUIPMENT, ETC. AND MAY

NOT INCLUDE ALL OFFSETS AND FITTINGS AS

REQUIRED. THE DRAWINGS SHALL BE FOLLOWED

AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION

AND THE WORK OF OTHERS WILL PERMIT.

D. VERIFY SIZE OF EXISTING PIPING,

APPURTENANCES, FIXTURES AND EQUIPMENT AS

IT RELATES TO NEW WORK.

E. FIRE SUPPRESSION CONTRACTOR SHALL

COORDINATE ALL FIRE PROTECTION PIPING WITH

ALL DUCTWORK, PIPING AND OTHER TRADES

PRIOR TO COMMENCEMENT OF WORK.

F. FURNISH AND INSTALL FIRE SUPPRESSION

PRODUCTS IN COMPLIANCE WITH LOCAL BUILDING

CODES AND THE AUTHORITY HAVING

JURISDICTION, AND IN ACCORDANCE WITH

GENERALLY ACCEPTED INDUSTRY STANDARDS

AND PRACTICES AND MANUFACTURERS

RECOMMENDATIONS.

G. VERIFY ACTUAL LOCATIONS OF SPRINKLERS

HEADS AND DEVICES WITH ARCHITECTURAL.

H. FIRE CAULK ALL PIPING PENETRATIONS AT FIRE

RATED WALLS, SEE CODE PLAN FOR FIRE RATED

WALL LOCATIONS.

I. IN ROOMS WHERE SPRINKLER HEADS ARE NOT

SHOWN, HEADS MAY BE LOCATED WHEREVER

PRACTICABLE, IN ACCORDANCE WITH NFPA13.

COORDINATE WITH OTHER TRADES.

J. WHERE SPRINKLER MAINS OR BRANCHES ARE

NOT SHOWN, INSTALL IN ACCORDANCE WITH

NFPA, COORDINATING WITH OTHER TRADES.

K. ALL SPRINKLER PIPE SIZING SHALL BE BY

SPRINKLER SUBCONTRACTOR.

9 12 14 17

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FP01

FP02

FP02

FP02

FP03

EX 3" SPRINKLER MAIN

MACHINE SHOP

MAGNET TESTBED

160A

CORRIDOR

005-S16

FP04

RM 160

7 9

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GAS CANISTER

STORAGE

285-286

CORRIDOR

C28

CONTROL ROOM

MAGNET TESTBED

160A

FP05

EX 3" MAIN

SHEET NUMBER

SHEET TITLE

REVISION DATE

CONSULTANT

LOCATION

PHONE

WEBSITE

219 EIGHTH STREET

DES MOINES, IOWA 50309

515-244-7167

WWW.BBSAE.COM

ISSUE DATE

PROJECT NUMBER

SUBMISSION

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LEVEL 1 - FIRE

PROTECTION

PLAN

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2FP101

06.09.2025

1 ADD-01 06.27.2025

KEYED NOTES

FP01 PROVIDE SPRINKLERS BELOW NEW STEEL

PLATFORM.

FP02 ROUTE BRANCH PIPING TIGHT TO PLATFORM

COLUMNS, AWAY FROM WALKING PATHWAYS AND

EQUIPMENT.

FP03 PROVIDE SPRINKLERS BELOW NEW STEEL PLATFORM

STAIR ASSEMBLY.

FP04 3" SPRINKLER MAIN TO LEVEL 1, WEST HALF ZONE

VALVE. REFER TO KEY PLAN FOR APPROXIMATE

LOCATION NEXT TO ROOM 105.

FP05 OCCUPANCY HAZARD IN 285-286 MODIFIED FROM

LIGHT HAZARD TO ORDINARY HAZARD GROUP 1.

RECONFIGURE HEADS AND BRANCH PIPE SIZES AS

REQUIRED.

1/4" = 1'-0"A3 LEVEL 1 - FIRE PROTECTION PLAN

KEY PLAN

N

ZONE VALVE LOCATION

1/4" = 1'-0"A1 LEVEL 2 - FIRE PROTECTION PLAN