ML18031A388

Qualification Fire Test of Protective Envelope Sys.

ML18031A388
Person / Time
Site:	Susquehanna
Issue date:	08/25/1982
From:	Beitel J PENNSYLVANIA POWER & LIGHT CO.
To:
Shared Package
ML17139A964	List: ML17139A963 ML18031A388
References
01-7163, 1-7163, NUDOCS 8208300292
Download: ML18031A388 (434)

Text

, SOUTHWEST RESEARCH INSTITUTE c POSV OrPCS OaAccc/KR %5tC ~

bVO CULKeteA aoaO - SAN hH1OHSO. TBCaS 78254 ~ Cb t2S 6'.5X> 1 c

CC><A>Vt'4 Oc e !KLUX:P57N m ~.v MCk.t:Doi!!%4 August 24, 1982 hh. Go-aid J. Ko1m Fire Protection Supervisor lenten+ 3 ant Yuclea? EB p'i71eering Pcnnsykv~~sia Power ~ Light Company T!u North Ninth Street Al t Penns 1 vania l8101

Subject:

S! RK Project No. 01-7165 Report Ão. 2 "Evaluation of Small Conduits"

Dear Mr. K&m:

This letter constitutes our final report on this portion of'roject No. 01-7?6'5. This report includes a description of -the test materials, test procedures and test results.

This "ire test was conducted in accordance vith Section 4.2 of the Pen-

'As} lvÃ4ia Power 4 U,ght (PP5L) Company Test Specification. A copy of this specification has been provided in Report. ha. l "Qualification Fire Vest of g t Protective Envelope S>stm."

EXPERDKNTAL Teat canduits were l ft long and capped at one end. A single thexmocouple was placed in the center of the cab1es and emerged through the uncapped cM Condu.ts ~me wrapped by Pennsy1vania Power' light personnel f&.lowing the PP5L Test Specification.

Cure time and moisture content of the conduits prior to test were:

Conduit bo. 1: approximately 29 days; 0-20~ moisture Conduit Vo. 2: approximately 7 days; 40-&04 moisture

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0 Pennsy3vania Power g U.ght Co.

SvRI Pro/ect No. Ol-7165 August 24, 1982 Page 2 On August l 9, 1982, the conduits were placed in SwRI's horizontal furnace and tested Sox one hour according to the timejtcmerature curve specified in the PP<L specification.

The furnace average teaperature obtained during the test is provided in Table E.

The intcrna1 temperature of each conduit attained during the test is provided in Table II.

Visual inspection of the conduits after the test showed that the Yhcrno-Lag 530-l material had chaxred and cracked for its full depth. Cabies in both conduits showed signs of charxed and cracked cable insulation.

If you do not.

have any questions ox hesitate to contact ee.

if I can 'be of further assistance, please esso .3. Beitel Manager Fire Perforuance Evaluations and Pire Protection Systems" Enclosures JJB/cjoy

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5+Rl Px'opec~ No. 01-7163 Avgas< 24, 1982 TABLE I. FURNACE AVENGE AFPl EI19 TIME/TEMPERATURE CURE'E (I Hour: + 10%)

-10% ACDS,L TINE 0 70 63 81 23 0 200 105 220 237 4<O 660 720 ":65 880 1000 999 1100 1100 9&0 1210

) 035 1256 1265 I

~%

12QO 1080 1305 1" ".0 l282 137S 10 1269 1430 1320 1)88 1288

) 350 )474 12 1360 224 1 0 1518

)3&9 Dbb 1539 15

)274 0 )SSS

)4 "9 1286 17 1435 )29) )436 )SrS 18 14>0 1305 )4 1595

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20 ) 462 13}6 4 i5 )608 0 1474 1327 1473 ) 621

)486 1337 )48) 1635 22

) 498 1648 23 1508 2d

)S)0 )009 1512 25 1368 1507 1672 26 1375 1681 1 S37 ) 383 ) >33 1387 ) 547 )6 5 50 155Q ) 395 ) 549 1705 30

)584 )~26 )591 1613 )452 ) 607 )774 40 163O l467 )631 kr 93 i0 1659 50 55 1688 ) 849 1700 1530 lr0) 18rO 60

SsRi Prole"t 8?. 01-7165 August 24, l982 TAB% LL. ESTER.'VJ. TBmm,TuaES CONDUIT. CONDUIT TDK M). 1 NO, 2 (Hin) 0-20% 40-60'4 0:00 68 90

):00 69 90 2:00 69 90 3l00 70 90 4:00 72 91 S 00 74 92 6 00 77 93 7.'00 81 95 S:00 8S 97 9:00 89 99 10:00 93 101 ll:00 99 104 I "00 104 107 13.00 )11 110 f<:00 )18 114 .

15:00 127 119

.16:00 '40 126 ir.'0 152 132

)8. 00 164 161 19-00 177 179 20'00 134 230 2} 00 )82 24S 22'.00 176 26S 2~:00 174 293 24:00 173 323 25:00 175 336

'6:00 179 382 27: 00 2?l 391 28:00 276 $ 88 29:00 302 387 30:00 327 375 38;00 278 40:00 57$ 291 gent 00 6S) 320

$ 0;Pg 738 353 55:M 826 $ 00 60'0 892 772 .

'r QUALIFICATION FIRE TEST OF A PROTECTIVE ENVELOPE SYSTEM FINAL REPORT SwRI PROJECT NO. 01-7163 APPENDIX E Pennsylvania Power 5 Light Company Test Specification Prepared for Pennsylvania Power 5 Light Company Two North Ninth Street Allentown, Pennsylvania 18101 August 1982 SOUTHWEST RESEARCH INSTITUTE SAN ANTONIO HOUSTON

0 ESNE SECTION QJ OR Q, Q SPECIFICATIOH HO.

I SlFETY RELATED C3 k ll D . i

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L TXER aust.lTT E3 FILE XO.

DN aUllITT CI 235 OF ES.16N YERIFIClTIOX TESg XOKI TECHNICAL SPECIFICATIOH.

.:-J'i',ROLLED FOR VT T N C ~VE ENVELO>E SYSTEM i ~

'SUSQUEHAHHA STEAN ELECTRIC STATIOH, UHITS I AHO .2:

PEHHSYLYAHIA POttER C LIGHT COHPAHY

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ALLEHTOPil, PENHSYLYAHIA RECElVED DEPT. FIRE ~ECEjVPD TECHNOLOGY JUt Zo]gap 0 7 le Rl'/ea se boa. use A 7h~ s~ lu 1E'~A~ l4vi e ~

REY. OATE DESCRIPTIOH PREPAREO BY VER'F0. APPROYEO

F1001 Revision 0 Page 2 INDEX SECTION SUBJECT ~Pa e 1.0 Scope 2.0 General Information 3.0 References 4.0 Technical Requirements 4.1 Fire Test 4.2 Fire Test occurring less than 30 days

' 4.3 5.0 after application of thermo-lag Documentation Testing and Inspection Requirements 6.0 Preparation For Delivery 7.0 Quality Assurance Program Requirements 7.1 Internal Use 7.2 External Use 7.3 Southwest Research Institute Quality Figure 4' 7 Figure 4. 2 7 Appendix A 8 Appendix B 208 Appendix C 219 Appendix D 222 Appendix E 226

F1001 Revision 0 Page 3 1.0 SCOPE This Specification prescribes the methods and guidelines to be utilized for the preparation of test specimen, installation of protective envelope systems, performance of the One Hour Fire Test and documentation of Test Results.

2. 0 GENERAL INFORMATION The objective of this test is to qualify a protective envelope system for redundant essential cables at the Susquehanna Steam Electric Station. It will provide documented evidence that the envelope will satisfactorily withstand an American Society for Testing Materials (ASTM) E-119 (80) fire exposure and provide a one hour effective barrier per American Nuclear Insurers/Mutual Atomic Energy Reinsurance Pool acceptance rating by maintaining circuit integrity, and continuity.

3. 0 REFERENCES

( The work to be performed under this Specification shall conform to the pplicable provisions of the latest revisions of the following documents.

a. American Society for Testing Materials (ASTM) E119.

b. American Nuclear Insurers/Mutual Atomic Energy Reinsurance pool (ANI/MAERP) "Standard Fire Endurance Test Method to Qualify A Protective Envelope For Class 1E Electrical Circuits"

c. 10 CFR 50 Appendix R

d. PP&L Specification F1000

e. Texas Utilities Services, Inc. "Test Procedure to Qualify a protective Envelope System For CPSES" Rev. 0 dated 9>>9-81

[Appendix A]

f. Bechtel Specification 8856-E-61 Rev . 1 [Appendix B]

g. Bechtel Field Change Request E6347 [Appendix C]

h. Bechtel Special Detailed instructions for Installation of thermo lag 330-1 [Appendix D]

i. PP&L Operational Policy Statement (OPS-1)

If a conflict exists between any of these documents and this Specification, the Specification shall govern.

4. 0 TECHNICAL REQUIREMENTS

' F1001 Revision Page 4 0

4.1 FIRE TEST The Fire Test shall be done in accordance with Texas Utilities Services, Inc.

"Test Procedure to Qualify A Protective Envelope System for CPSES" (Rev. 0)

[Appendix A] with the following exceptions.

a. Delete References 4.3.5, 4.3.6, 4.3.8, 4.3.9, 4.3.10, 4.3.11, 4.3.12, 4.3.13 and 4.3.14.

b. Change section 5.1 and 5.2 to Pennsylvania Power and Light

c. Delete 5.5, 5.6, and 5.7

d. Section 7. 1, change Comanche Peak Steam Electric Station to Susquehanna Steam Electric Station and change Comanche Peak Project to Pennsylvania Power & Light 'ngineering

e. Section 7. 2 is optional

< f. Section 7.4 change 40X density to 30X density for cable trays

g. Delete Section 7.8

h. Section 11.0 change CPPE to Pennsylvania Power and Light

i. Appendix 1 Replace with PP&L Appendix E to this Specification

j. Appendix 2 should be generally followed except

1) Cable Tray Support shall be per Figure 4.1 and 4.2 of this Specification

2) Change 40X fill to 30% fill for cable trays.

3) Drawing FDSG-D7 and FDSG D8 should be followed except the supports shall be per figure 4.1 and 4.2 of this Specification

4) Appendix 4 and Tables FDSG Tl, T2, T3, and T4 shall be deleted and replaced with Appendix E to this Specification.

5) Delete Appendix 6 Section 3 and replace with Appendix B and Appendix C of this Specification. Preformed panels maybe be used for a maximum of 50X of the enclosure. It is desirable to have at least one section preformed; Preforming guidance shall obtained from Appendix 6 Section 3, but the actual installation of Thermo-Lag shall be per Appendix B and C of this specification.

F1001 Revision 0 Page 5 4.2 FIRE TEST CCCURRING LESS THAN 30 DAYS AFTER APPLICATION OF THERMO-LAG If the fire test will occur less than 30 days after application of Thermo-lag, on the main test set up, then the following shall be done in addition to sec tion 4. 1:

a. Two test conduits shall be provided. Each 1 foot long with both ends capped, the interior shall be filled with cables.

b. One conduit shall be enclosed per Appendix B & C 30 days prior to the fire test.

c. The other conduit shall be enclosed per Appendix B & C at the time the test conduits and cable tray are enclosed.

d. Both conduits shall be provided with a thermocouple located at the center of interior of the conduits.

Both conduits shall be attached to the fire test set-up at

( approximately the same position and the temperatures recorded.

The temperature data shall be compared to determine the possible effect of less than a 30 day curing time.

4. 3 DOCUMENTATION All records generated as a result of this specification shall be included in the appropriate Quality Assurance Records File and SSES Records Management System File.

5.0 TESTING AND INSPECTION This section is not applicable for this Specification 6.0 PREPARATION FOR DELIVERY This section is not applicable for. this Specification 7.0 QUALITY ASSURANCE PROGRAM REQUIREMENTS 7.1 INTERNAL USE For PP&L internal use of this Specification, the Quality Assurance Program Requirements shall be as required by the Scope of Operational Policy S tatement-1.

7.2 EXTERNAL USE

- F1001 Revision 0 Page 6 For use external to PP&L, the Quality Assurance Program Requirements shall be as required in the purchase documents or contracts and specifications for the ma terials/services.

7. 3 SOUTHWEST RESEARCH INSTITUTE QUALITY The Southwest Research Institute Quality Program, which has been approved by PP&L, shall apply to all activities conducted at the test facility to include:

a) The tests be shall performed per the procedures indicated. All instruments and devices shall be calibrated in accordance with SRI QA program requirements. Records of calibration shall be maintained by SRI and shall identify the calibration standards use. The personnel performing the tests shall be qualified in accordance with SRI QA program requirements.

b) Testing shall be performed under SRI QA program which meets 10CFR50 Appendix B; Access to witness testing shall be provided for PP&L personnel and any representatives of organizations designated by PP&L.

c) SRI Quality Control shall perform the necessary Quality Control for the installation of the TSI protective envelope according to Bechtel's "Special Detailed instructions for Installation of thermo-lag 330-1" [Appendix D) and PP&1 Specification F1000.

F 1001 Revision 5 Page 7 Figure 4.1 and Figure 4.2

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F 1001 Pevision 0 Page 8 Appendix A TEST PROCEOURE TO QUAL[, ( A PROTECTIVE ENVELOPE SYST""8 VB5 f r-F;" Ct-UF!= TO QUA> Ikey A F'R4TKC I I'N'JcLOFL M5 E'M .=Qt7 { P5F5

F 1001 Revision Q Page 9 Appendix A

F 1001 Revision 0 Page 10

,I Appendix A TASLE OF CONTE.'ITS 1.0 Scope 2.0 Test Objective 3.0 Acceptanc Cri ter i a 4.0 References

~

4.1 Orawings 4.2 Vendor Manuals 4.3 Oocuments 5.0 Responsibilities 5.1 Comanche Peak Project Engineering Staff 5.Z Vendor 5.3 Applicator 5.4 Testing Organization Texas Utilities Generating Company quality Assurance Vendor equal i ty Assurance/qual i ty Control 5.7 Applicator equal ity Assuranc /qual i ty Control 5.8 Testing Organization guality Assurance/quality Control 6:0 Special Precautions 6.1 Precautions for Application of Products 6.2 Precautions for Conduct of Fire Test 7.0 Pre-Requisites 7.1 General Test Configur ation Requirements 7.2 Tracybil ity Requir ements 7.3 Test Configuration 7.3.1 General 7.3.2 Cable Tray Test Assemblies

F1001 Revision 0

-.<Re 11 7.3.3 Conduit Test Assembly 7.3.4 Air Orop Cable Test Assemblies 7.4 Cable loading Requirements 7.5 Cabl e Instal 1 ation 7.6 Thermocouple Installation 7.7 Coating of Test Assembly 7.8 Fire Seal Installation 7.9 Circuit Integrity Monitoring 7.jo Pre-Burn Inspection 8.0 Procedure 8.1 Fire Endurance Test 8.2 Hose Stream Test 9.0 Oata System 10.0 guality Control Oocumentation 11.0 Fire Test Report Appendix I: Bill of Materials Append'ix 2: Support, Installation Appendix 3: Test Configuration Installation Appendix 4: Cable Installation Appendix 5: Thermocouple Installation Appendix 6: Product Technical Information and Product Application and Repai~

Procedures.

Appendix 7: Pre-Burn Inspection Appendix 8: Fire Endurance Test Procedure Appendix 9: Hose Stream Test Procedure Appendix 10: Oata System Appendix Il: quality Assurance and guality Control

SCOPE This procedure prescribes 'the methods and guidelines to be utilized for the preparation of test specimens, installation of protective envelope systems, performance of the One Hour Fire Test and docu-mentation of Test Results.

2.0 TEST OBJECTIVE The objective of this test is to qualify a protective envelope system for redundant essential cables at the Comanche Peak Steam Electric Station. It will provide documented evidence that the envelope will satisfactorily withstand an ASTNE-119-(80) fire exposure and provide a one hour effective barrier per American Nuclear 1nsurers acceptance rating by maintaining circuit integrity, and continuity. This test satisfies the requirements for fire test-ing the cable raceway fire barriers as detailed in Technical Speci-fication 2323-NS-38H.

3.0 ACCEPTANCE CRETEREA 3.1 Acceptance will be based on Anerican Nuclear Insurer's criteria ror successful passage of the ASTH-E-119-(80) Fire and Hose Stream Test as outlined in Section 8.0 of this procedure.

3.2 Criteria for successful passage of these tests are defined by Refer-ence 4.3.2.

REFERENCES ORAWINGS

4. 1.1 American Nuclear lnsurers 8ulletin d5 (79)

Suggested Test Layout Orawing 4.1.2 Gibbs 5 Hill Orawing 2323-El-1701 4.1.3 Pictorial Orawing of Cable Tray ASK-012979-0 4.1.4 Pictorial Orawing of 90 Cable Tray Riser 9GF-0691-R-CP 4.2 VENOOR MANUALS 4.3 OOCUMENTS 4.3.1 Federal Register/Volume 45, No. 225/Wednesday, November 19, 1980.

Fire Protection Program for Operating Nuclear Power Plants 10CFR Part 50, Appendix R.

F 1001 Revision D Page 13 Appendix A 4.3.2 ANZ Bulletin ¹5 (79) July 1979, ANI/MAERP STANDARD Fire Enduzance Test, Method to Qualify a Protective Envelope for Class 1E Electrical Cir-cuits.

4.3.3 ASTM-E-119-80 Standard Methods of Fire Tests of Building Construction and Materials.

4.3.4 Appendix A to BTP-9.5-.1, NRC Supplemental Guidance-Nuclear Plant Fire Protection Functional Responsibilities, Administrative Controls and Quality Assurance.

4.3.5 Texas Utilities Generating Company Quality Assurance Plan.

4.3.6 TSI, Inc. Nuclear Quality Assurance program manual and Quality Contzol operating procedures manual.

4.3.7 Standards and Practices for Instrumentation; 5th Edition, 1977.

4.3.8 Construction Procedure for Cable Installation; Brown & Root ¹35-1195-331-7.

4. 3.9 Constzuction Procedure for Installation of "Hilti" Drilled in Bolts; Brown & Root ¹35-1195-CEZ-20.

4.3.10 Construction Procedure for Cable Tray and Hanger Fabrication and Instal-lation; Brown & Root ¹35-1195-ECP-10.

4. 3. 11 Construction Procedure for Exposed Conduit and Conduit Hanger Fabrication and Installation; Brown & Root ¹35-1195-ECP-10.

4. 3. 12 Gibbs & Hill Specification 2323-ES-100; Electrical Erection Specification.

4.3.13 Gibbs & Hill Specification 2323-ES-19; Cable Tray Specification.

4.3.14 Unistrut General Engineering Catalog - No. 9; 9 1980.

4.3.15 Steel Construction Manual (AZSC) 8th Edition.

5.0 RESPONSIBILITIES 5.1 COMANCHE PEAK PROJECT ENGINEERING STAFF 5.1.1 Establish the criteria, guidelines, drawings, recommendations, etc. to govern the installation of the test specimen and application of the pro-tective envelope.

5.1. 2 Approve the specific application procedures.

5.1.3 Provide materials representative of site installations per the bill of materials, Appendix 1.

5. 2 VENDOR 5.2.1 Provide envelope system matezials and application eauipment, and specific application procedures.

5. 2. 2 Provide scheduling of personnel, equipment and material necessary to per-form the application of envelope system utilizing the appropriate proced 5.2.3 Coordinate all phases of the Fire Test preparation with the testing organ-ization.

I-8

5.3 APPLICATOR 5.3.1

~ ~ Apply protective envelope system on test assemblies and their supports I per approved vendor procedures.

5.4 TESTING ORGANIZATION 5.4.1 P~epare he test slab in accordance with approved drawings and appli-cable procedures.

5.4.2 Conduct the fire test in accordance with references 4.3.2 and 4.3.3.

5.4.3 Oocument the test parameters and results.

5.5 TEXAS UTILITIES GENERATING COMPANY QUALITY ASSURANCE 5.5.1 Provide assurance that the Vendor, Applicator and Testing Organization have QA/QC programs that are in accordance with the applicable QA re-quirements of reference 4.3.4 as prescribed in reference 4.3.5.

5.6 VENOOR QUALITY ASSURANCE/QUALITY CONTROL 5.6.1 Provide documentation to assure compliance with the applicable require-ments of reference 4.3.4 for the manufacture of the product.

5.6.2 Will assure necessary inspection points are included in the application procedure.

' 5.6.3 Maintain material quality and application inspection documentation of the envelope installation in accordance with the applicable QA requirements of reference 4.3.4,-and verify that approved procedures are utilized in the application of the envelope system.

5.6.4 Perform as a liason with the testing organization and provide the testing organization with all applicable procedures, documertation of aoplicable acceptances and any other necessary items.

'5.7 APPLICATOR QUALITY ASSURANCE/QUALITY CONTROL 5.7.1 The applicato~ shall operate within the quality assurance and quality control programs of the vendor.

5.8 TESTING ORGANIZATION QUALITY ASSURANCE/QUALITY CONTROL 5.8. 1 Inspect and document the construction of the test specimen.

5.8.2 Assure the test monitoring instrumentation is properly calibrated.

6.0 SPECIAL PRECAUTIONS 6.1 PRECAUTIONS FOR APPLICATION OF PROOUCTS While spraying products, avoid repeated inhalation due to potential

of lung injuries from components of coatings. Avoid prolonged contact of products with skin. Oo not take products internally Observe special precuations as recommended by product manufactur 6.2 PRECAUTIONS FOR CONDUCT OF F IRE TEST Fire Endurance tests, as outlined in Section 8. 1, have potential for producing smoke, combustion products, fumes and toxic vapors.

Proper safety precaution shall be exercised to preclude personnel hazard from breathing the above.

7.0 7.1 GENERAL TEST CONFIGURATION REQUIREMENTS Cable tray, conduit, and instrument sensing line construction, support, installation and loading shall be representative of the configurations installed at the Comanche Peak Steam Electric Station, where applicable. Deviations from representative configu-rations and procedures shall be approved by Comanche Peak Project Engineering.

7.2 TRAC IBILITY RENDU IRBiEHTS To insure that the materials used in this test are representative of those used in the plant, the materials leaving the site shall be marked with a material identification tag. Prior to shipping th test materials to the testing laboratory, they shall be tagged, and logged for tracibi lity purposes.

7.3 TEST CONFIGURATION 7.3.1 GENERAL All test assemblies shall be sufficiently secured to the top of the test slab by the testing laboratory.

7.3.2 CABLE TRAY TEST ASSEMBLIES Two types of cable trays shall be utilized in the test assembly.

(a) Solid bot.om (b) Ladder bottom One typical cable tray support shall be installed in each cable tray test assembly. Refer to drawings FDSG-02, and FDSG-03 contained in Appendix 2 (Support Installation), for support type and locations. Supports shall be installed in accordance with Appendix 2.

Cable tray test assemblies shall be fabricated and installed in accordance with Appendix 3. Refer to drawings FDSG-08 and FDSG-09, contained in Appendix 3, for details of fabrication and install

CQNOUIT TEST ASSEMBLY One five (5) inch conduit shall be used in the t st assembly.

The typical conduit support shall be installed in the test assembly.

Refer to drawing FOSG-02 and FOSG-04, contained in Appendix 2, show-ing support type and location.

The conduit test configuration shall be assembled and installed in accordance with Appendix 3. Refer to drawings FOSG-010 and FOSG-011, contained in Appendix 3'or details.

AIR OROP CABLE TEST ASSBIBLIES Cables representative of an air drop shall be incorporat d into the test assembly. Cables to be air dropped shall be identified in Table FOSG-T4, contained in Apoendix 4.

These cables shall drop freely through the slab penetrations (sing-ularly, or in groups) and into a cable tray assembly. Four different configurations shall be tested. They are defined as follows:

(1) A 5" conduit shall be sealed in the slab. This conduit shall be flush wi th the slab on the fire exposed side. Cables shall drop through this penetration and crossover to the adjacent tray (tray P3 - 'ladder bottom, 40% fill). Refer to drawing FOSG-012, contained in Apoendix 3, for details of this configuration.

(2) A 5" conduit shall be sealed in the slab. This conduit shall ex-tend down from the bottom of the slab, then bend to the horizonta1 plane. Cables shall drop through this nenetration and into the tray (tray ~1, ladder bottom, single layer fill). Refe. to draw-ing FOSG-012, contained in Appendix 3, for details of this config-uration.

(3) A 5" conduit shall be sealed in the slab. This condui shall be flush with the slab on the fire exposed side. A single cable shall drop into the adjacent tray (tray 04 - solid bottom, single layer fill) that has been coated and cured. This arrangement simulates a repair in- the coating system, or the addition or a cable to the already coated system. Refer to drawing FOSG-012, contained in Appendix 3, for details of this configuration.

(4) A 5" conduit shall be sealed in the slab. This conduit shall en-ter a junction box mounted on the fire exposed side of the slab.

A 5" conduit shall drop out of the junction box. Cables shall drop through junction box and conduit assembly and into the tray (tray 92 - solid bottom, 40 fill). Refer to drawing FOSG-012, contained in Appendix 3, for. details of this configuration .

The conduit assemblies as described above shall be insta11ed in accor-dance with Appendix 3, of'his procedure.

The cables shall be ins alled in accordance with APPendix 4 of this procedure.

7 ' CABLE LOAOING REQUIREiilENTS Cable loading requirements shall be as specified in the American Nuclear Insurers Bulletin 45 (79). The distribution of cables in the cable tray and conduit test assemblies shall be as follows:

33 I/3>> Power Cables 33 I/3>> Instrumentation Cables 33 I/3X Control Cables Test configurations shall be as follows:

(a) Ladder Bottom Tray (i) 100>> Oesign (40 density)*

(ii) Light'.y loaded (one layer)

(b) Solid Bottom Tray (i) 100% Oesign (40'X density)"

(ii) Lightly loaded (one layer)

(c) Conduit (i) 405 Oensity"

• Tray and conduit cable densi t ies filled by cross-sectional area.

7.5 CABLE INSTALLATION An itemized listing of cable types and quantities to be routed in the test assemblies is provided in tables FOSG-Tl, through FOSG-T4, contained in Appendix 4, To attach cables to solid back trays, holes shall be drilled in the trays. Specifications for spacing of holes, and intervals for tying cable to the trays are contained in Appendix 4. Cables shall be installed in accordance with Appendix 4. Cable location within tray shall be documented and included with data to be evaluat d by the testing laboratory .

7.6 THERf/0COUPLE INSTALLATION Thermocouples shall be located in test assemblies in accordance with reference 4.3.2.

Refer to drawing FOSG-014, contained in Appendix 5, for locations of thermocouples in test assemblies.

7.7 COATING OF TEST ASSEMBLY Test assemblies shall be coated with the fire retardant material in accordance with approved procedures contained in Aopendix 6 (applica-tion o product). There shall be no differences in the application procedures for the test and the actual installation without prior approval.

I F 1001 Pevision Q Pape 18 Appendix A 7.8 FIRE SEAL INSTALLATION Upon completion of the fabrication, installation and coating of the test configuration, penetrati ons shall be sealed with an American Nuclear Insurers approved seal.

The conduit openings, where cables drop out, shall be sealed with an American Nuclear Insurers approved seal.

As stated in referenc .4.3.2, sec~fan 3.4.4.6, failure of the fire seal shall not necessarily constitute a failure of the protective envelope. The type af fire seal used shall be at the discretion of the testing laboratory.

7.9 CIRCUIT INTEGRITY i4lONITORING Sufficient cables shall be energized to monitor circuit integrity.

They shall be energized as required to check for a circuit failure.

Circuit failure is defined as circuit to circuit (conductor to conductor short circuits); circuit ta system (conductar continuity);

and circuit to ground (short circuits, conductors to ground).

Monitoring all of the conductors in every cable or even part or the conductors in each cable will be an impossible task, therefore selected cables in each cable tray will be instrumented for each of the three parameters.

I a.

b.

Two cables in each cable tray circuit detection circuit contained in Appendix 4.

Two cables will will be as shown connected to in Figure be connect d to a continuity FOSG-F2, a

monitoring short circuit as shawn in Figure FDSG-F2, contained in Aopendix 4.

c. Two cables will be connected to a ground short circuit detection circuit as shown in Figure FOSG-F2, contained in Appendfx 4. This is a total of six instrumented cables per; cable tray.

d. In addition to the six cables per tray, each air dropped cable will be manitored fot one of the three parameters.

(Continuity, ground short circuit, short circuit.)

e. Two cables in the canduft will be connected to a short circuit detection circuit as shown in Figure FOSG-F2, contained in Appendix 4.

f. Two cables in the conduit will be connected to a continuity monitaring circuit as shown in Figure FOSG-F2, contained in Appendix 4.

g. Two cables in the conduit wi 11 be connected to a ground short circuit detection circuit as shown in Figure FOSG-F2, contained

' fn Appendix 4.

F 1001 Revisi.on 0 Page 19 Appendix A Monitored cables shall be the bottom layer of cables in t st as-semblies, wher applicable.

Tne monitored cables shall be scanned once each minute. Monitored cables shall be energized until the hose stream test is complet d.

Refer to reference 4.3.2 for acceptance criteria .

7. 10 PRE-BURN INSPECTION Prior to comnencement of the fire endurance test, a thorough check of the entire test assembly and associated equipment (including data recording equipment) shall be performed and documented, by the testing laboratory. Refer to Appendix 7 of this procedure for details.

8.0 PROCEDURE 8.1 FIRE ENDURANCE TEST 8.1.1 The protective envelope shall be exposed to the standard time-temperature curve, found in ASTM-E-119 (80), for one'hour.

Refer to Appendix 8, contained'n this procedure, for detailed test instructions.

8.1.2 The third party testing organ'ization shall strive.to adapt their testing procedures to assure the fire test shall comply with the requirements established in reference 4.3.2 standards . Any changes, revisions or deviations required to comply with this requirement shall be documented and properly justified and included as a part of the final test report.

8. 1.3 Acceptance criteria are contained in refer nce 4.3.2.

8.2 HOSE STREAM TEST 8.2.1 Immediately following the fire endurance test, accessible surfaces of the protective envelope shall be subjected to the American Nuclear Insurers preferred Hose Stream Test, as specified in reference 4.3.2. The Hose Stream shall be applied for a minimum of two and one-half (24) minutes, without de-energizing the circuit. Proper safety precautions shall be exercised.

8.2.2 Refer to Appendix 9, contained in the procedure, for detailed test in structi ons .

8.2.3 Acceptance criteria are contained in Reference 4.3.2.

9.0 DATA SYSTBf 9.1 During the fire exposed period, the thermocouples will be scanned at the rate of twenty channels per second, at one-minute intervals.

1-14

9.2 The monitored cables shall be scanned once each minute. Monitored cables shall be energi.zed until the Hose Stream Test is completed, io.o UALEl"( CONTROL OOCUMENTATION

10. 1 The Vendor/Applicator's guality Control Inspection sha13 verify fabrication and application and document accordingly to assure concurrence with drawings, the Bill of Materials, and the appro-priate application procedures.

11.0 FIRE TEST REPORT 11.1 Testing laboratory will submit report on results of -test and thermocouple data sheets to CPPE.

-11: 2 The testing laboratory will assemble the labora.ory report, data and required gC documentati:on into a final report for submittal to CPPE.

11. 3 The test report shall be prepared in sufficient detail to summarize the total test activity. The report shall identify the date, loca-tion, procedure, and personnel performing, witnessing, or supervising the activity. The inclusion of actual test data is not mandatory, however, the location of such data should be designated for uture reference as required. Test results should state the testing acti-vity was performed in corn'pliance with the test requirements and that the documentation, is comp1ete and accurate. Measures shall be taken to assure permanent retention of the test report such as transmit.al to ARMS.

F 1001 Revision Q Page 21 Appendix A

APPEBDIX BILL OF 'MATERIALS

F 1".01 Revision 0 Page 23 Appendix A

F 1001 Revision 0 Page 24 Appendix A APPENOIX' BILL OF MATERIALS ITEM OUANTITY OES CR IPTION MAT'L SPEC A. 18" width x 4" depth x 65" length Solid Bottom ES-19 Cable Tray B. 18" width x 4" h'.gh 90 inside Riser El. 12" ES-19 Rad., Solid Bottom Cable Tray ...

C. 18" width x 4" depth x 65" length Ladder Bottom ES-19 Cable Tray

0. 18" width x 4" high x 90 inside Riser El. 12" ES-19 Rad., Ladder Bottom Cable Tray 18" width x 4" depth x 40":length Solid Bottom ES-19 Cable Tray (MMdly Section)

F. 18" width x 4" depth x 34". length Ladder Bottom ES-.19 Cable Tray (Middle Section)

G. 5" 9 Rigid Steel Conduit x 294" length (threaded ES-23A on both ends) 5" 9 Rigid Steel Conduit x 58" length (threaded ES-23A on both ends) 5" 9 Rigid Steel Conduit x.50 3/4" length ES-23A (threaded on both ends) 5" 9 Rfgid Steel Conduit El; 24" Rad. (threaded ES-23A on both ends)

K. 5" 9 Rigid Steel Conduit x 38 3/4" length ES-23A (threaded on both ends) 5" 9 Rigid Steel Conduit Coupl'ings ES<<23A M. 5" g Rigid Steel Conduit x 24" length (threaded ES-23A on both ends)

Carbon Steel Plate 3/8" x 3" x 3" Lg. ASTM A36

0. CG x 8.2 x 44" Lg. (channel) ASTM A36 CG x 13 x 108" Lg. (channel) ASTM A36 Q. L6 x 6 3/4 x 1'-6" Lg. (angle) ASTM A36 1" 9 x 12" Lg. Bolts (Hiltf Kwfk)

' Conduit Clamp (Unistrut Carbon Steel

- P2558-50)

Plate 4" x 6". x 6" Lg. ASTM A36

F 1001 P.evasion 0 Page ?5 Appendiz A APPENOIX SILL OF MATERIALS ITEiM UANTITY OESCRIPTION HAT'L SPEC U. C4 x 7.25 x 3'-8" Lg. (channel) ASTN A36 V. 4" x 2 1/8" x 6" Lg. Fil.ler Plate, ASTH A36 C arbon Steel Carbon Steel Plate 3/16" x 2" x 4" Lg. ASTtt A36 X. 5/8" 9 Solts x 24" Lg. w/nut 5 std. A-325 Hardened Masher Y. 12 4" 9 RO. HO. Solts w/Hex. nut 5 std. A-325 washer x 2" Lg.

Z. Sevel Washers for 5/8" 9 Solts Carbon Steel A-325 A.A. Junction Sox 24" x 10" x 10", Nema Four ES-23A w/mounting lugs B.B. Channel Combinations 28" Long (Unistrut-P1001)

C.C. 3/8" 9 x 1".Lg. Bolts (Unistrut) 0.0. 3/8" g x 5" Lg. Solts (Hilti Kwik)

E.E. 4" 9 x 14 Lg. Hex HO. Solts w/Hex nut 4 A-325 Sevel Washers F. F'. 5" 9 Rigid Steel Conduit x 8" Length (threaded ES-23A on both ends)

G.G. 256 3/8" - 16 x 34" Lg. Spline Solt w/Oval Type A-307 Phillips Slotted Heads w/Nuts and Locking Oevices H.H. As Cables (Refer to following page for itemized ES-13.

Requir ed listing) IEEE-383 qualfied As Cable Ties Required J.J. 32 Splice Plates ES-19 K.K. L ~" x 24" x 5/16" x 4" Long ASTil A36 L. L. Carbon Steel Plate 4" x 6" x 1'-4" ASTN A36 I-20

F 1001 Pevision D Pape 26 Appendix A APPENDIX 1 BILL OF MATERIALS TOTAL CABLES RE(UIRED CABLE CABLE CABLE QUANTITY LENGTH FUNCTION TYPE SIZE Power M-008 1/C 750 MCi4l 20 Ft.

Power M-709 . 1/C 500 MCM 20 Ft.

Power M-710 1/C 350 MCM 20 Ft.

Power M-Zl1 1/C 4/0 AWG 20 Ft.

Power M-012 4/0 Triplex 20 Ft.

Power M-713 2/0 Triplex 20 Ft.

Power W-715 2 Triplex 20 Ft.

Power M-116 2/C 8 2 AWG, 20 Ft.

Power M-017 3/C g 4 AMG 20 Ft.

Power M-220 3/C 8 6 AMG 20 Ft.

Power M-221 2/C 9 6 AWG 20 Ft.

Power M-123 3/C d 8 AMG 20 Ft.

Power M<<124 2/C 8' AWG 20 Ft.

Control M-141 4/C 910 AMG 8 20 Ft.

ntrol M-045 12/C$ '12 AWG 15 20 Ft.

ntrol M-046 9/C 912 AWG 12 20 Ft.

ontrol M-047 7/C 812 AWG 13 20 Ft.

Control M-048 5/C 812 AWG 13 20 Ft.

Control M-850 3/C 912 AWG 14 20 Ft.

Instrumentation M-061 12 Shielded twisted pairs' 20 Ft.

16 AWG Instrumentation M-062 6 ShieIded twist d pairs 20 Ft.

916 AMG.

Instrumentation M-263 4 Shielded wriste pairs 20 Ft.

916 AWG Instrumentation M-264 2 Shielded twisted pairs 20 Ft.

816 AMG Instrumentation M-069 22/CP16 AMG with overall 20 Ft.

shield Instrumentation M-071 5/C 916 AMG with overall 20 Ft.

shield Instrumentation M-076 6 Twisted pair 816; 1 20 Ft.

Misted pair dl4; 2 9 16 drain wire Instrumentation W-081 7 Shielded triads 20 Ft.

Instrumentation M-372 lTQ 416 Shield 20 Ft.

Instrumentation M-058 RG-llU Triaxial 20 Ft.

Instrumentation M-067 48/C 916 Shield 20 Ft.

Note: All vendors supplying IEEE 383 qualified cables shall be represented in the fire test.

F 1001 Fevision G Page,27 Appendix A T.-22

F 1001 Revision 0 PaSe 28 Appendix A APPENDIX 2 SUPPORT ZHSTALLATION I-23

F 1~01 Revision 0 Pape 29 Appendiz A I-24

~ APPENDIX 2 SUPPORT INSTALLATION 1.0 CABLE TRAY SUPPORTS

1) Attach cable tray supports to the underside of the slab as shown in drawings FDSG-02 and FDSG-03, contained in this Appendix.

2.0 CONDUIT SUPPORTS

1) Attach conduit support to the underside of the slab as shown in drawing FDSG-02 and FDSG-04 contained in this Appendix.

3.0 JUNCTION BOX SUPPORT

1) Attach junction box support to the underside of the slab as shown in drawing FDSG-05, contained in this Appendix.

Q.O FIRE PROTECTIYE ENVELOPE FOR ALL SUPPORT SYSTEMS

1) All cable tray supports, conduit supports, instrument sensing line supports and junction box supports shall be thermally protected with the protective envelope system.

NOTE: Procedure for installation of Hilti Bolts in Brown 5 Root Construction Procedure 9 CEI-20.

I-25

F 1001 Revision 0 Page 31 Appendix A I-26

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F 1001 Revision G Page 37 Appendix A T.-32

F 1001 Revision 0 Page 38 Appendix A APPEÃ)EX 3 TEST CONFTGUBAT'EON DilSTALLATTON I-33

F 1001 Revision 0 Page 39 Appendix A T.-34

F 1001 Revision 9 Page 40 Appendix A APPEHOIX 3 TEST CONF IGURATIOH INSTALLATION 1.0 INSTALLATION OF CABLE TRAY SEGiIENTS

1) Fabricate cable tray test assemblies as shown in drawings FOSG-08 and FOSG-09 contained in this Appendix.

2) Secure assemblies with typical cable tray support as shown in drawings FOSG-02 and FOSG-03 contained in Appendix 2.

2.0 INSTALLATION OF CONOUIT 1):Fabricate conduit assembly as shown in drawings FOSG-010

~

and FOSG-011, contained in this Appendix.

2) Secure assembly with typical conduit support as shown in drawings FOSG-02 and FOSG-04 contained in Appendix 2.

3 0 INSTALLATION OF JUNCTION BOX ASSEMBLY

1) Install junction box and conduit assembly as shown on drawing FOSG-012 contained in this Appendix.

4.0 Test assembly shall be sufficiently secured to the top of the slab, The system used for this shall be a~~he'discretion of the testing laboratory.

5.0 Upon installation of cables and thermocouples, all assemblies installed herein for test and support purposes shall have the protective envelope system applied as delineated in Appendix 6.

7 1001 Revision 0 page 41 Appendix A X-36

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F 1001 Revision Q Page 48 Appendix A CABLE THSTALLATEON

F 1001 Revision D Page 49 Appendix A j-44

F 1001 Revision 0 Page 50 APPENDIX 4 Appendix A CABLE INSTALLATION PRECAUTIONS FOR CABLE INSTALLATION (a) Cables shall be handled with care during installation and protected from abrasion or other damage due to pulling over rough surfaces or obstruction with sharp edges.

(b) Select proper cable type and quantity as specified in Tables FDSG-T1 thru FDSG-T4, contained in this appendix.

(c) guality Control Personnel shall be present for cable in-stallation.

(d) Raceway shall be free of debris, oil and sharp edges.

(e) Raceway shall be adequately supported for cable pulling activity.

CABLE INSTALLATION PROCEDURES Refer to, Tables FDSG-T1. through FDSG-T4 contained in this Appendix, for types and quantities of cable to be routed.

2) Drill holes in solid bottom cable tray segments to permit securing cables to tray, Drill holes subject to the fol I owing I imi tations:

Holes shall be 4" diameter.

Holes shall be at a minimum spacing of 2".

Holes drilled shall be minimized.

Drill'holes at the following interval's:

Six to eight foot intervals in horizontal trays not more than four feet in vertical trays.

3) Cables shall be tied in convenient sized bundles, randomly placed in cable trays and secured at the above specified intervaIs. Cable ties shall be nylon ties, representative of those used at CPSES..

4) Pull cables through conduit assembly in bundles of convenient size. Cables shall be pulled through conduit randomly.

5) Air drop cables to be tested shall be pulled through slab penetration, and enter the horizontal tray segment, as detailed on drawing FDSG-012, contained in Appendix 3.

6) Document locations of all cables within test 'configurations

' NOTE:

to be included with data to be evaluated by testing laboratory..

Honitored cables shall be the bottom layer of cables in test assemblies, where applicable.

X-45

F 1001 Revision Q Page 51 Appendix A 0

I-46

F 1001 Revision 0 Page 52 Appendix A APPENOIX 4 TABLE FOSG-Tl CABLE OISTRIBUTION FOR 40'fo FILL OF A CABLE TRAY (18")

CABLE CABLE CABLE QUANTITY LENGTH FUNCTION TYPE SIZE Power M-008 1/C 750 MCM 1 20 Ft.

Power M-710 1/C 350 MCiM 1 20 Ft.

Power W-211 1/C 4/0 AMG 1 20 Ft.

Power W-713 2/0 Triplex l. 20 Ft.

Power M-715 8 Z Triplex 1 20 Ft.

Power M-116 2/C 8 2 AMG 1 20 Ft.

Power M-017 3/C 8 4 AMG 1 20 Ft.

Power W-220 3/C 8 6 AWG 1 20 Ft.

Power M-221 2/C 8 6 AMG 1 20 Ft.

Power M-123 3/C 0 8 AMG 1 20 Ft.

Power W-124 2/C 8 8 AMG 1 20 Ft.

Control M-141 4/C $ 10 AMG 20 Ft.

Control M-045 12/Cfl2 AMG 20 Ft.

Control W-046 9/C ~12 AMG 20 Ft.

Control M-047 7/C 4'12 AMG 20 Ft.

Control M-048 5/C 412 AMG 20 Ft.

Control M-850 3/C 812 AMG 20 Ft.

Instrumentation M-061 12 Shielded twisted Z 20 Ft.

pairs f16 AMG Instrumentation M-062 6 Shielded twisted 1 20 Ft.

pairs 816 AHG Instrumentation M-263 4 Shielded twisted 1 ZO Ft.

pairs $ 16 AMG Instrumentation M-264 2 Shielded" twisted 1 20 Ft.

pairs 816 AHG Instrumentation M-069 22/CP16 AMG with over- 1 Ft.

all shield Instrumentation M-071 5/C dl6 AMG with over- 1 Ft.

all shield Instrumentation M-076 6 Twisted pair 816; 1 2 20 Ft.

Twisted pair 814; 2 816 drain wire Instrumentation M-081 7 Shielded twisted 2 20 Ft.

triads Instrumentation W-372 lig 916 Shield 1 20 Ft.

I-47

F 1001 Revision Q Page 53 Appendix A APPENDIX 4 TABLE FDSG-T2 CABLE DISTRIBUTION FOR A LIGHTLY LOADED (SINGLE LAYER) CABLE TRAY (18")

CABLE CABLE CABLE QUANTITY LENGTH FUNCTION TYPE STZE Power M-710 1/C 350 NCil 1 20 Ft.

Power M-012 4/0 Triplex 1 20 Ft..

Power M-116 2/C 8 2 AMG 1 20 Ft.

Power M-123 3/C 8 8 AMG 20 Ft.

Co'ntrol Control Control'-045

.Control.

Control M-046 M-047 M-048 M-850 12/C $ 12 9/C 8'12 7/C $ 12 5/C 812 3/C 412 AMG AMG AMG AMG AMG 1'0 1

1 1

20 20 20 20 Ft.

Ft.

Ft.

Ft.

Ft.

V-372 1TQ 8'6 Shield Instrumentation Ao%f /a&KM/Ywha8 T;~r 1 20 Ft.

Instrumentation. M-067 48/C 816 Shield 20 Ft.

Instrumentation M-263 4 Shielded twisted pairs 1, 20 Ft.

816 AMG Instrumentation M-264 2 Shielded twisted pairs 1 20 Ft.

816 AMG Instrumentation M-069 22/C 816 AMG with over- 1 20 Ft.

all shield Instrumentation M-081 7 Shielded twisted 1 20 Ft.

triads 1-48

F 1001 Revision 0 Pape 54 Appendix A APPENDIX 4 FDSG-T3 CABLE DISTRIBUTION FOR 40~~ FILL OF A 5" CONDUIT CABLE CABLE CABLE QUANTITY LENGTH FUNCTION TYPE SIZE Power M-008 1/C 750 MCM 1 20 Ft.

Power M-709 1/C 500 MCi4I 1 20 Ft.

Power W-124 2/C 4 8 AWG 1, 20 Ft.

Control W-045 12/C 8'12 AWG 20 Ft.

Control .

W-046 9/C '12 AWG 20 Ft.

Control W-047 7/C v12 AMG 20 Ft.

Control W-048 5/C 412 AWG 20 Ft.

Instrumentation W-263 4'hielded Twisted pairs 20 Ft.

1 8. 16 AWG, Instrumentati on W-058, RG-11U Tri axi'al 20 Ft.

Instrumentati on M-067 48/C 816 Shield 20 Ft.

strumentation W-372 1TQ 816 Shield 20 Ft.

I-49

F 1001 Revision 0 Pape 55 Appendix A APPENDIX FDSG-T4 4'ABLE CABLES TO BE AIR OROPPED*

A) CABLES,TO BE AIR DROPPED INTO 40% FIL'L LADDER BOTTOM TRAY .

CABLE CABLE CABLE QVNTITY FUNCTION TYPE SIZE Power M-715 82 Tri pl ex Control M-046 9/C 8 12 AMG B) CABLES TO BE AIR DROPPED INTO 40% FILL SOLID BOTTGM TRAY CABLE CABLE CABLE QUNTITY FUNCTION TYPE SIZE

~,M-123 3/C 8 8

'ower AMG Control M-045 '2/C 8'2 AMG

-Instrumentation . W-061 12 Shielded twisted pairs, 8 16 AMG C) CABLES TO BE CABLE FUNCTION AIR DROPPED CABLE TYPE INTO LIGHTLY LOADED LADDER BOTTOM TRAY CABLE SIZE QUNTITY

~:

Power .M-116 2/C 0 2 AMG Control M-850 3/C 4 12 AMG Instrumentation M-081 . Shielded twisted triads D) CABLES TO BE AIR DROPPED INTO LIGHTLY LOADED SOLID BOTTOM. TRAY CABLE CABLE CABLE QUNTITY FUNCTION TYPE SIZE pawer Vfg 5/Pj@pPP( '~ '

• THESE CABLES SHAI L DROP THROUGH THE SLAB PENETRATION AND ENTER THE HORIZONTAL SECTION OF TRAY. THESE CABLES ARE NOT IN ADDITION TO CABLES IDENTIFIED IN TABLES FDSG-Tl and T2. THESE CABLES ARE A PART OF THE REQUIRED FILL FOR THE CABLE ilQYS.

I-50

F 1001 Revision 0 Page 56 Appendix A Typical Cable Signal A - Typical Ci=cnit to Cizcnit hoon'tozi=g Caan" al

+

Z~VDC Signal

' 'I 3 - Typical Cizcnit to Sys ~ V~onitozmg Chan"e Z4VDC Signal J)T C - TypicaL Cizccit to Gzoc=d htocitozi=g Cha""el Figure FOSG-F2 Cable L-.te--..'ty bionitozing Ci"c "'

F 1001 Revision 0 Page 57 Appendix A I-52 4

F 1001 Revision Q Page 58 Appendix A APPEiWIX 5 TEiERMOCOUPLE INSTALLATION

p aooa Revision 0 Page 59 Appendix A Z-54

F 1001 Revision O Page 60 Appendix A APPENOIX 5 THERMOCOUPLE INSTALLATION THERMOCOUPLE INSTALLATION

/

GENERAL Prior to seal and coating installation, thermocouples will be embedded into the cable bundles and coatings to provide the test engineer with an identification of the conditions during the fire exposure test.

TEST ASSEMBLIES All test assemblies will contain one string of thermocouples located inside the assembly, among the cables at twelve (12) inch intervals.

Refer to drawing FDSG-014 contained in this appendix for a pictorial representation of thermocouple locations..

I-55

F 1001 Revision 6 Pape 61 Appendix A I-56

F 1001 Revision 0 Page 62 Appendix A 7PESHcCoLIPLE LOCA770Q'ez L/&PLYLutoED <MY QO SGOo I

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TECAS UTILITIES SBV/ICES, INC.

C.P.S.E.S. GLB4 ROSE, TEXAS FIRE PRQTECTIQi4 TEST FOR CONCUITS, CABLE TRAYS. INSTRUMENTATIOMTuBING. 8 SUPPORTS

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F 1001 Revision g Page 63 Appendix A

F 1001 Revision D Page 64 Appendix A "APPENDIX 6 PRODUCT TECHNICAL INFORMATION ANO PRODUCT APPLICATION AHD REPAIR PROCEDURES SECTION 1: PRODUCT DATA SHEETS SECTION': ASTM-E84 TEST DOCUMENTATION SECTION 3: PRODUCT APPLICATION AHO REPAIR PROCEDURES 7 ce

F 1001 Revision D Page 65 Appendix A

F 1001 Pevision 0 Page 66 Appendix A SECTION 1: PROOVCT OATA SHEETS

F 1001 Revision G Page 67 Appendix A I-62

F l001 Revision 0 Page 68 Appendix A APPENOIX 6 TECHNICAL INFORMATION THERMO-LAG STRESS SKIN TYPE 330-69 OATA SHEET,-

PROOUCT OESCRIPTION: THERMO-L'AG Stress Skin type 330-69 is comprised of an open weave, self stiffened steel mesh used to provide an enclosure over conduits, cable trays, and air dropped cables and provide an easily accessible refurbishment of surfaces which possess adequate charac-teristics to receive the THERMO-LAG 330-1 Subliming Material System.

Stress Skin Type 330-69 is

'HERMO-LAG fnher ently resistant to differential .-

thermal expans'.on, thermal stress, flutter, vibration and other type of loading - potentially resultant from earthquake conditions.

PHYSICAL. PROPERTIES: THERMO-LAG Stress Skin Type 330-69 shall be comprised of an open weave, self stiffened steel mesh to meet the following characteristics:

Strand Ofameter: 0.019 inches minimum Mesh Size: 64 Holes/sq. in. minimum Meight/Sq Yd: 1.75 pounds/Sq. Yd. mfnimur Type "V" Stiffeners dimensions:

Height: .29 + 0.04 inches 8ase: .29 + 0.04 inches Ofstance Hetween: 6 + 1 inches CHEMICAL PROPERTIES: THERMO-LAG Stress Skin Type 330-69 is chemically treated to provide reliable long lasting corrosion inhibiting environment.

I-63

F 1001 Revision Q Page 69 Appendix A PZH~HDZX 6 TEGZGCAL QGYHYATICN THERMO-LAG STRESS SKIN TYPE 330-69 DATA SHEET CONTINUED BASIC USE: TKHKO-LAG Stress Skin Type 330-69 shall be installed in such a manner as to provide a complete and continuous wrap over all areas to receive the TEBHO-LAG 330-1 Subliming Material System, with the excapeion of junction boxes and structural support entities.

SURFACE PREPARATION: Prior to use, tha substrata should be.

clean, free of loose dirt, grease and other coneaminanes, No special,surface p aparaeion is required.

METHOD OF APPLICATION: Best results ara obtained if each individual length of each individual section does noe exceed 10. feat.

Each section should overlap each pre-ceding section by at least 6 inches:or faseaned to ehe prang and following, seceion by a flange facsimile hav'ing a 1 inch 1'p, minimum. Circumferantially, two sections ara preferred. The skin shall be tight and all. flanges'and ouee points properly faseaned. The sections should be secured to each ocher by using a stapler plier equipped wieh a reverse clinch. The stapler wire must have a

~

minimum thickness of 0.019 inches and a width of 0.050 inches. The m~nm diseanca between seaples should be 6 inches.

E-64

F 1001 Revision Q Page 70 Appendix A APPENDIX 6 TECHNICAL INFORMATION THERMO-LAG 351-2 MATER BASED PRIMER DATA SHEET PRODUCT DESCRIPTION: THERi10-LAG 351-2 primer is specifically provided for use in conjuction with THERMO-LAG 330-1 subliming coating. It provides the strong mechani-cal base required for field application of the subliming material to a steel substrate.

I~

COLOR: Red FINISH: Matte This product should be applied in conformance with good painting practices. The surface TEMPERATURE'HYSICAL shall be dry, above 40 degrees F -and above the dew point.

PROPERTIES:

P IGMENTS: Anti-Corrosion SOLVENTS: Water'4 SOLIDS by VOLUMES: 1 Percent NET WEIGHT PER GALLON: 11.5 ~ 1.0 lbs.

SHELF LIFE: Six Months PACKAGED: 5 Gallon Pails STORAGE: Keep container tightely sealed when not in use.

Store off the ground, above 32 degrees F and below 100 degrees F.

SPREAD RATE: 200 Sq. 'ft. per'allon on smooth surfaces. Allow for loss due to oversp'ray and surface irregularities .

APPLICATION: May be applied by airless or conventional soray brush or roller.

MIXING: Mix thoroughly before starting application.

THINNING: Water

F 1001 Revision 0 Pape 71 APPENDIX 6 Appendix A TECHNICAL INFORMATION THERMO-LAG 351-2 MATER BASED PRIMER DATA SHEET CONTINUED The ideal surface for application of THERMO-LAG 330-1 subliming mastic is over a steel substrate which is clean and primed with THERMO-LAG 351-2 primer .. I Before applying the primer be sure the surface is clean, day, free of grease, oil, rust, scale dirt and other contaminants.

If applying over previously painted surfaces, verify adhesion by the cross hatch adhesion .test as per federal method 141. Zinc or other metal based coatings and any other non-compatible coatings should be coated with THERMO-LAG 351-2 as a barrier/tie'coating. Any decision to "short cut" the recommended surface preparation shall be at the applicator's own risk. Mhile other primers may provide satisfactory, TSI can accept no responsibility for use of products which have not been fire tested with THERMO-LAG 330-1.

AIRLESS SPRAY EQUIPMENT:

FLUI D AIR , MATERIAL GUN TIP INBOUND HOSE HOSE PUMP ORIFI CE PRESSURE ID ID RATIO NORDSON VERSA 27:1 GRACO HYDRA SPRAY 28:1 DEYIBISS 0.015" 50 TO JGA 5026 TO 0.020" 70 psi 3/8" CLEAN UP: MATER SAFETY PRECAUTIONS: Proper Air masks or respirators for spray personnel and proper ventilation should be provided.

F 1001 Revision D Page 72 Appendix A APPEHOIX 6 TcCHNICAL INFORMATION THERMO-LAG 330-1 SUBLIMING COMPOUNO OATA SHEET PRODUCT OESCRIPTION: THERMO-LAG 330-1 is a water based, fire-proofing, thermally activated, subliming and insulative coating. Mhen exposed to flame, the material volatizes at fixed temperatures; exhibits a small volume in-crease through formation of a mult-cellular matrix; absorbs and blocks heat to protect the substrate material.

TYPE: THERMO-LAG 330-1 Subliming Compound COLO Antique Mhite

'u Textured t'STAHOIHG FEATURES: Ease of App 1 i cati on Excellent exterior and interior durability Ho flash point or fire hazard Chemical Resistance No asbestos Rugged COMPOSITION ANO PHYSICAL PROPERTIES:

Sol ve'nt Mater Net Meight/gallon lbs/gal 10.5 + 0.5 .

Hon volatile 66 Min.

Flash Point Hone Consistency Marranted Shel f'i Storage Conditions fe.

Semi-solid, paste-like 6 Months Above 32oF and 8elow 100 F

F 1001 Revision 0 Page 73 Appendix A APPENDIX 6 TECHNI CAL INFORMATION THERMO-LAG 330-1 SUBLIMING COMPOUND DATA SHEET CONTINUED BASIC USE:. THERMO-LAG 330-1 is applied to cable trays, cable drop and junction box assemblies, structural steel, support structures, containment vessels, tank cars, and other similar entities.

THERMO-LAG 330-1 is applied to protect the substrate against loss of structural strength and accessing temperatures during exposure to fire. One and multiple hour fire ratings can be provided as determined by test utilizing the ASTM E-119 time-temperature environment, hydrocarbon or chemical fire environments.

THERMO-LAG 330-1 'Subliming Compound has also been tested per ASTM E84 Standards by an independent testing laboratory and will have a:

Flame Spread Fuel Contributed 5

0 O.

Smoke Developed 15 COATING THICKNESS: The coating thickness is a function of the specific weight of the steel to be protected.

The heavier the steel, the thinner the coating required for a given fire'ndurance rating.

(Specific film thicknesses are recommended by the architect or owner.)

PACKAGED: 55-gallon drums approximately 500 net lbs.

THE)NO-LAG 330-1 Subliming Compound is supplied in containers bearing Underwriters Laboratories labels.

STORAGE CONDITIONS: Store above 32 F and below 100 F.

F 1001 Revision 0 Page 74 Appendix A APPENDIX 6

' TECHNICAL INFORMATION THERMO-LAG 330-1 SUBLIMING COMPOUND DATA SHEET CONTINUED SURFACE PREPARATION: 1. Surface must be clean, dry and free from contaminants including oil, grease and scale prior to application.

2. THERMO-LAG 351 Primer should be used as and where required.

MIXING: Material should be stirred to a homogeneous consistency prior to application.

TEMPERATURE/HUMIDITY: THERMO-LAG 330-1 Subliming Compound shall be applied in conforman'ce with good painting practices. The surface shall be dry, above 40 F and above the dew point; METHOD OF APPLjCATIOil: May be applied by airless spray or by troweling.

RECOMMENDED SPRAY EQU!PMENT: For spray application direct from the shipping container, air-ram (45:1 compression ratio) extrusion pump, airless spray equipment should be used.

CLEAN UP: Mater 1-69,

F 1001 Revision 0 Page 75 Appendix A AFPQREX 6 TEGINIGV INFO% fATICN I

THERMO-LAG 330-70 CONFORMABLE. CERAMIC INSULATOR DATA SHEET PRODUCT DESCRIPTTON: THERMO-LAG 330-70 Conformable Ceramic Insulator is a strong light weight, flexible, ceramic blanket. It is manufactured from long ceramic fibers.

There are no binders added to the THERMO-L'AG 330-70 Conformable Ceramic Insulator. 'It is a highly efficient material having Low specific heat, excellent resistance to thermal. and mechanical shock.

KYSXCAL PROPERTIES:,

Color: %hite

• Continuous Use Limit: 1260 (2300 'F)

Melting Point: 1760'C(3200'F)

Fiber Diameter: 2-3 microns (mean)

Specific Heat at 1093'C(2000'F): 1130 Z/kg'C(.27 Btu/1b/'F)

Specific Gravity: 2.73 g/cm3

~e Continuous Use Limit by'rreversible linear is determined change criteria not product melting point.

I-70.

F 1001 Revision 0 Page 76 Appendix A PPPZHDrX 6 TECBKCAL IHFOF STICK THEEPO-LAG 330-70 CONFOHPMLE CZMIC INSULATOR DATA SHEET COHTIi&DD QKHZCAL PROPERTIES:

Aluminum Oxide: 48. OZ Silicone Dioxide: 51. SX Iron Oxide: 0;04X Titanium Dioxide: 0. 002Z Magnesium Oxide: 0.01X Calcium Oxide: 0.02X Sodium Oxide: 0.1X Leachable Chlorides: Less Than 10 ppm BASIC USE. 'GGMHO-LAG 330-70 Conformable Ceramic

( Insulator is used for insulation en-hancement of temperature sensitive components and is designed to provide equal compatibility, efficiency and greater heat r'esistance when used in concert with THEHHO-LAG 330-1 Subliming Material System.

SURZACE PREPARATION: No special surface preparatioa. is required.

METHOD OF APPLICATION: THERMO-LAG 330-70 Conformable Ceramic Insulator shall be wrapped, in such a manner as to be complete and continuous with no gaps or holes. %hen the application of the TK~O-LAG Stress SMzx Type 330-69 and THEE%0-LAG 330-70 Conformable Ceramic Insulator is complete, a "cacoon" effect should be present.

STORAGE: TEAK-LAG 330-70 Conformable Ceramic Insulator should be kept in its containers sealed when not in use. Store off the ground.

F 1001 Revision 0 Pape 77 Appendix A THERMO-LAG 330-71 FIBERGLASS ARMORING DATA SHEET PRODUCT DESCRIPTION: The Fiberglass Armoring is a light weight, electrical glass armoring fabric for use with the THERMO-LAG 330-1 Subliming Material System.

PHYSICAL PROPERTIES:

Color:

Finish: Matte Type: "E" Type Fiberglass Fabric Ounce/Sq. Yd. 1.9 + 0.2 Thickness (Inches): 0.005 + 0.001

&ensile Strength (Lbs/In): Marp: 75 Fill: 60 Yarn: Marp: 150-1/0 Fill: 150-1/0 Kni t: Meave Type Temperature of Decomposition: circa 1600oF Minimum average. breaking strength, pounds per inch (ASTM Method 579-49).

BASIC USE: The Fibergalss Armoring is specially provided for use in connection with the THERMO-LAG 330-1 Subliming Material System. It provides a strong mechanical base or armoring as required for field application for the intended use.

X-72

F 1001 Revision 0 Page 78 Appendix A APPl'.NDT)l h TECHN ICAL INFORM'ARATION THERMO-LAG 350

'V<0 PART WATER BASED SPILL RESTSTANT TOPCOAT DATA SHEET PRODUCT DESCRIPTION: THERMO-LAG 350 Water Based Spill Resistant Topcoat is a two component formulation designed to provide chemical and corrosion resistance to protect against abrasion, moisture, corrosive fumes and chemical contact.

PHYSICAL PROPERTIES:

Color: White Finish: Gloss Solids by Volume: 34.0 1.0X Mixed Theoretical Coverage: 50 Sq. Ft Per Gallon Mixing Ratio By Volume: Part A To Part B-1 Net Weight Per Gallon: 10.93 ~ 0.20 lbs (Mixed)

Storage Temperature: Minimum - 35'F Maximum - 120'F Protect from freezing. In cold weather, store materials inside above 60'F until use.

" Shelf Life: 6 Months at recommended storage temperatures.

Flash Point (Seta) ': Part A - above 200'F Part B - above 135'F Pot Life: 10 hours1.157407e-4 days <br />0.00278 hours <br />1.653439e-5 weeks <br />3.805e-6 months <br /> at 60'F 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> at 77 F 4 hours at 100'F Surface Temperature: Minimum - 60'F Maximum - 120'F Thinning: Use clean water. For air spray thin up to 10X; airless spray, brush or roller, up to SX.

j-73

F 1001 Revision Q Pape 79 Appendix A APPENDIX 6 TECHNICAL 'INFOR1<ATIOH THERMO-LAG 350 TWO PART WATER BASED SPILL RES'ISTANT TOPCOAT DATA SKEET CONTINUED CIKMZCAL RESISTAHCE:

FRE UEHT CONTACT ,OCCASIONAL CONTACT Alkali Solutions Fresh Water Organic Acids Alcohols Waste Water.- Mineral Acids Aliphatic Hydrocarbons Mineral Oi,ls Oxidiz,ing Agents Aromatic Hydrocarbons Vegetable Oils Ketones Salt Solutions BASIC USE: Especially formuI.ated to provide compatibility when used in the THERMO-LAG 330-I. Subliming Materia System. THERMO-LAG 350 Tt~ Part Water Based Spill Resistant Topcoat provides excellent protection against water flow, climatic variations, chemical attack and physical abuse.

This material has been tested in accord with ASf E84 Standards by an independent testing laboratory and wilI. provide a:

Flame Spread: 5 FueI. Contributed: 0 Smoke Developed: 0 PACKAGED: 5 Gallon Kits consisting of one short filled 5 gallon pai,l of Part A and a one gallon can of Part B.

F 1001 Revision 0 APPENDIX 6 Page 80 TECHNICAL INFORMATION Appendix A

' THERMO-LAG 350 TWO PART WATER BASED SPILLED RESISTANT TOPCOAT DATA SHEET CONTINUED SURFACE PREPARATION: The surface should be clean, free of loose and

".foreign contaminants and dry: at least 5oF above the dew point. Coating will not cure

.. '.below minimum surface temperature.

Moisture meter readings, using a Oelmhorst Meter, Model OP must be taken and readings'f 20 or less must be obtained prior to the top-coat being applied.

MIXING: Stir contents of Part A, making sure no pigment remains on the bottom of the pail. Add Part 8 (1 gallon container) to Part A (5 gallon pail).

Mix with a power mixer until the two components are thoroughly blended. Oo not use mixed mater-ial beyond potlife limits.

METHOO OF APPLICATION: Application can be made by spr ay, roller or

brushing. A criss/cross apolication technique is recoamended to help achieve pin-hole free coverage.

APPLICATION EgUIPMEÃ':

Brush: Use Nylon or synthetic bristle brushes.

Roll ers: Use short nap synthetic rollers for smooth sur-faces.

Use long nap synthetic rollers for rough surfaces .

E-75

F 1001 Revision 6 APPEHDIX 6 Pape 81 Appendix A

.TECHHICAL INFORMATION THERMO-LA.G 350 TWO PART WATER BASED SPILL RESISTANT TOPCOAT DATA SHEET CONTINUED APPLICATIOH EQUIPMENT:

~14 Air S'un Mat '1 Fluid Hose Hose Atomizing Pot Tin ZD ZD Pressure Pressure DeVilbiss E 2 or 5/16" 3/8"75-100, 10-20 MBC or JGA 78 ox , or psi, psi or *equal 3/8" 1/2" Low ambient temperature applications or longer hoses

'OTE" require higher pot pressure.

For Airless Sara Tin Orifice Material Hose Y~ifold

. Atomizin Pressure ID Filter .

0. 015" to 0. 019" 2700-3000 psi /Q tt or 3/81l 60 mesh HOTE: Use appropriate tip and atomizing pressure for equipment, applicator technique and weather conditions.

DRYIHG TIME AT 75'F: THERMO-LAG 350 Two Part Water Based Spill Resistant

'in Topcoat dries to touch approximately 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br />; to handle in appro~tely 5 hours. Allow to dry for at least seven days before exposure to

~

immersion service. Drying time will vary on ambient temperatures and relative humidity.

CLEAN UP: Clean all equipment immediately after use with water, followed by a final washing with xylol or No. 8 Thinner.

r-76

F 1001 Revision 0 Page 82 Appendix A SECTION 2: ASTM-ES4 TEST OOCUNENTATION I-77

F 1001 Revision Q Page 83 Appendix A I-78

F 1001 Revision 0 Page 84 Appendix A ASTM-E-84 TEST DOCUMENTATION THERMO-LAG 330-69 STRESS SKIN TESTED BY INDUSTRIAL TEST LABORATORIES of St. Louis, Missouri September 9, 1981 FLAME SPREAD 0 FUEL CONTRIBUTED 0 SMOKE DEYELOPED 5'

F 1001 Revision 0 Pape 85 Appendix A ASTM-E-84 TEST DOCUMENTATION THERMO-LAG 351-2 l<ATER BASED PRIMER TESTED BY INDUSTRIAL TEST LABORATORIES of St. Louis, Missouri September 9, 1981 FLAME SPREAD 0 FUEL CONTRIBUTED 0 SMOKE DEVELOPED 5 I-80

F 1001 Revision Q Page 86 Appendix A ASTM-E-84 TEST DOCUMENTATION THERMO LAG 33O-l SUBLIMING COMPOUND UL TESTED AND LISTED JUNE 16, 1981 UL FILE NO. R6076 PROJECT NO. 81NK3238 FLAME SPREAD 5 FUEL CONTRIBUTED 0 SMOKE DEYELOPED 15

F 1001 Revision +

page 87 Appendix A ASTM-E-84 TEST DOCUMENTATION

~~

THERMO-LAG 330-'0 CONFORMABLE CERAMIC INSULATOR UL TESTED ANO LISTED SEPT. *1979 UL FILE NO. R8418 PROJECT NO. 79NK1036 FLAME SPREAD 0 FUEL CONTRIBUTED 0 SMOKE DEVELOPED . 0

F 1,001 Revision 0 Page 88 Appendix A ASTH-E-84".TEST DOCUMENTATION THERMO-LAG 330-71 FIBERGLASS ARMOR ING TESTED BY INDUSTRIAL, TEST. LABORATORIES of St. Louis, Missouri S'eptember 9, 1981 FLAME SPREAD .' 0 FUEL CONTRIBUTED  ; 0 SMOKE OEYELOPED -0

F 1001 Revision 0 Pape 89 Appendix A AGIN-E-84 TEST DOCUMENTATION THERMO-LAG 350 TOPCOAT UL TESTED ANO LISTED APRIL ZS, 1970 UL FILE NO. R6076B PROJECT NO. 69NK4S59 FLAME'PREAD 5 FUEL CONTRIBUTED 0 SMOKE DEVELOPED 0 T.-84

F 1001 Revision 0 Page 90 Appendix A

'SECTION 3: PRODUCT APPLICATION ANO REPAIR PROCEDURES

-T.<<85

F 1001 Revision 0 Page 91 Appendix A l-86

F 1001 Revision ~

Pape 92 Appendix A TSI TECHNICAL.NOTE 80181 THERMO-~ 330-1 SUBLZM3ZG CMTZ?G ENVELOPE STS~

kPPLZCATIOH PROC')URES 8/81 REVISION I I-87

F 1001 Revision 9 Page 93 Appendix A 0

I-88

F 1001 Revision 0 Page 94 Appendix A TSX MCZNXCAL HOTZ 80181 zzvxszoN II g/81 Wilbur 'PaddocR

%usages ol Production

.R 4 nman

, QuaLity Assurance E Peldmaa President

P 1001 Revt.sion 0 Pape 95 Appendix A

. I-90

7 1001 Revision G Page 96 Appendix A TABLE OZ CO~S SECTION PAGE HO.

1.0 IHTRODUCTIOH 2.0 PRE-APPLXCATIOH 'PRACTICES 3.0 FARPZCATIOH OP STRESS'KOSH E~KOPE CQATXHQ APPLXCATXQH TECEHXQUES 5,0 TOPCOAT APPLICATIQH 6.0 POST APPLICATXOH PRACTICES 7.0 ~UIPtKHT SUGGESTIONS 23 SC~QZXC OP SUGGESTED PB~c, RAZZING

~

BELSURXHG DEVICES APPRG)EX 3 SUGGESTS) CGMPLRQ2iT OP RZQUZLZ) SPRAT EQUIP~ POR XEr2F~LAG 330-1 SUBLXKDiG CQATXHG APPLXCATIOH

)

APPLICATXOH PROCEDURES STRUCTURAL STKK EHTXTMS 27 APPEHDIX D TXPICAL APPLXCATIOH DETAILS AP.')EX E

~

'XRZPROOP COATING ~CHAUSSES RZQUZBZO B)R VARIOUS STRUCTURAL HEHBERS

F 1001 Revision 0 Pape 97 Appendix A LIST OP FIGDRZS PAGE HO.

1.0. 1 THER%-LAG St ess ~ Type 330&9 Typical Layout for Cable Tray Sect"ans 1.0.2 5522%0-LXQ Stress Skfn Type 330&9 Inst;Gyration Schematic Prior to THEBHO-LAt 330-2. Subliming Coating Application 5 1.0.3 Crass Sectional View of THEBEO-LAG 330-1 0 ~ ~

o Subl~g- Coating Znvelape System Applied to a Typical Cable Tray 104a TEKBHO-LAG Installation Stress ~ Type 330-69 Schematic Prior to THEBM-LAG 330-1 Sublihdag Coating application Installation Schematics Zor Attaching hcHitianal Sections of TKHM3-LAG Stress Scil Type 330%9 to Previously Installed THEB?K}-LAG Stress S~

Type 330&9 1.0.5a Cross Sectianal View of G~M3-LAQ 330-1 Subliming Coating Znvelape System hpplied to Cable Drops 1.0 5b C"oss Sectional View of 'IZEBHQ-LAG 330-1 Sub~aing Coating Envelope System i@plied to Cable Drops 1.0.6a Crass Sectional View of THERMO-LAG 330-1 Subliming Coating Envelope System Lpplied ta Conduit and Cable Drop 1.0.6b Cross Sectional View of THIKMO-LAG 330-1 Subliming Coating Znvelope System Applied to Cable Tray and Cable Drop 13b Cross Sectional View of TEiZHO-LAG 330-1 Subliming Coating Envelope System Applied to a Junction Bax Assembly I-92

F 1001 Revision C)

Page 98 Appendix A TSX TECHNICAL NOT 80181

~MO-LAG 330-1 SUELXKENG COATZIG ENVELOPE SX~

APPLICATION PROC%)URZS L~ 0 INTRODUCTXOH This procedure sets forth the sequentiaL steps involved ~i apply~kg TKHZO-LAG 330>>1 Subl~~g Coating Envelope System to cable mays, "cable 'drops, con5d.r, 5unction box assemblies, and structural steel.

The THER~LAG 330-1'ubliming Envelope System consists of ~O-LAC Stress Skin Type 330-69, ~~-LAG 330-1 Subliming Coating, P~&ezglass Azmoring, snd vhere required, T~QK)-LAG 330>>70 Conformable Ceramic 3Lanket snd. THEQQ-LAG 350 Tvo Part SpiLL Resistant Topcoat.

2 0 PRE-APPLICATXQN PRACTIC=S 2 l LM~ ications of Contractor The application shall be performed by a qualified contractor vho has had prior training in applying the materiaL and vho has the equipment required to pezfozm the application.

2.2 Saf e Precautions The contractor shall follov standard industrial safety practices established foz the handling of chemical coa~gs and shaLL confozm to applicable'OSSA, and ovner safety rules in all respects.

2 3 ~Del Eve The coating materials shall be deLivezed to the gob site in original, unopened containers Ad.ch shov the product name, batch number, color, name of the manufacturer, the expiration date, and vhere applicable, an Undezvzitezs'aboratories label.

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F 1001 Revision 0 Page 99 Appendix A 2.4 ~Stoma =

The coating ~carols shaLL be atoxed off the ground +hen noc in use in an sxea provided for that purpose. The materials in scorage shall be pzacected against fzee=ing and fram temperatures above 100'P.

2.5 Temperature and Pzec&itatian The coating materials shall be applied only to'dzy surfaces. The t~eracure of the caa~~g material and surfaces to be coated shall be above 40'P dux'ing the materiaL applicacian and curing periods.

The cantzactox'hall furnish and instaLL any protective covers required to protect the newly applied coating fzam rainfaLL'r hazd freeze during ics initial curing period.

" 2';6 Protect'ian af Ad scent Surfaces The contractor shaLL mask off ar ochervtse protect all ad)scent areas and.Xn place equipment fram receiving any materiaL averspray during che coating appLicacian. Any spilLed matez~mL and avexspray shall be removed promptly using vacer, sec rags or sponges befoze the materia has dried.

3 0 PAZRECA.TIOH OP STRZSS ~ ~OPE 3.1 Cable Tra s (7i es L.Q.L 1.0.2. 6 1.0.3 3.1.1 Cut a piece of material lax'ge enough to fora the bottom section fram a zoll of Stress Skin. The vidth af the battam section shall be equal to the sum of the base (W) and both sides Qi) of the cable tray plus Q inches, as shava in Pigure L.Q.L . The length of the boctam piece of material shall noc exceed 10 Eeec sMce laager'ec~s aze un~dy and are difficult.to tuscaLL.

3.1.2 Cut a square Lh inch piece fram each earner of the bottom section of the Stxess Skin.

3.1.3 Poxm a "U" shaped section by making ceo 90'ends slang the dotted Lines vtdch axe located at each end of the 7 + Q" dimension L&e shorn in Pigure 1.0.1.

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F 1001 Revision G page 101 Appendix A II 3.L.4 'oem a 14" flange on each side of the bottom section by along the dotted Lines as shovn in Pigure 1.0.1.

~g a 90'end

.3-1-5  :.Cut a piece of material large enough to form the top section from a roll of'Stress Skin. The vidth'of the top sect"on shall be equal to th'e base (Q) of the cable plus 24".

3 1..6 Form a 14" flange at each end of the top section by along the dotted lines shovn in Pigure 1.0.1.

~g 90'ends

.3 L.7. DriLL holes for fastening the bottom and top sections together as

. zeqxCM iu the Haages of both sections as shovn in Piyzre 1.0.2.

3 L.8'..Baunt the bottom and top sections of Stress She on the cable tray and fasten the tvo sections together at a m~asa of sM inch inta~a using mechanic:al fasteners, staples or 18 ga. galvanized tie vire.

3.1 9;Attach additions1 bottom and top sections of Stress Sda to a previously

, installed section by fastening them together at the end flanges using mechanicaL fasteners, staples or 18 ga. galvanized tie vtre.

3 1 LO Coat the bottom and top sections of Stress ~ vith 'QKEQS-LAC 330-1 Subliming Coating as shovn in Pigura 1.0 3 The coating shall be applied vith Piberglass Lraoring in accordance vith the instructions given M Section 4.0 of this procedure.

OR RKE COAXED PZXOR TO MOUHTZiG 3.L.LL Coat the bottom and top sections of Stress Skin vith THHBO-LAG 330-1 Subliming Cong prior'to mounting on the cable tray. The coating shall be applied vith Piberglass Armoring in accordance vith instruc-tions given in Section 4.0 of this procedure.

3.l 12 Drill holes for fastening the bottom and top sections togethe as M the flanges of both sections as shovn in Pigure 1.0.2.

F 1001 Revision >

page 102 Appendix A PZQHH 1.0 2 TEHS3-LAG STEESS SZZf TT Z 330<9 IHSTLLMTZON S~~XC PRXOR TO THZ3."K)-LAG 330-1 SUBLIMING CO~iG APPLXCATZON TOP SZCTXON .

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EOLZS FOR ROUSTING

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STZFPRIERS BOTTOM SZCTZOH

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F 1001 Revisio> +

page 103 Appendix A CROSS SECTIONAL VZEH OP THERM-LAG 330-1 SUZLZKEHG COATZHG ENVZLOPZ ST~~

'kPPLXZ) TO 4 TX1?XChL CA3LZ TEAT

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F 1001 Revision l7 Pape 104 Appendix A 3.1.13 Vaunt the botto<s and top sect'ons of the precoated Stress Skin. on the cable tray aad fasten the evo sections together at a max~ of intervals using mechanical fasteners, staples or 18 ga. galvani"ed six'nch t~ vire; 3.1.14 Attach additionaL precoated bottom and top sections of Stress SW~ to a previously installed section by fastening thea together at the end flaages using mechmnicaL fasteners, staples or 18 ga. galvan&d tie vire.

3.1.15 Apply a coating of XHEPZ)-LAG 330-1 Subliaiag Coating in the specie~~

vet fi1n thickness to,the edges sad )oints of the precoated sections of Stress Ssia using a trovel ot stif bristle brush to fiLL in say gaps or fastening holes.

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3 2 Conduit Pi re 1.0.4

, 3.2.1 Cut tvo pieces of Stress Skin large eaough to fora a tcp and a botto<a section for the conduit. The vidth of each piece sha11 be equaL f the circur<ference of the conduit plus >" The leagth of tbe iece of Stress Side shaLL uot exceed 10 feet since longer sections are uasrieldy sad more dif'ficult to install.

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Porn a seai~cular sectioa vith edge flanges fro<a each of the tvo 3.2 2 pieces by ~g tvo 90'ends at a distance of L/2 inches fro> -<c' /<...." - <.n gv '. a ~i ~ ~~' g': ~w "1" '"

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3.2.3 4" flange of of the tvo pieces, vhere Porn a required, by ~g oa the Leagth edges 90 beads.

each 3 2.4 lh'iLL hoLes for fastening the botto<a sad top sections togethe at a maxiau<s of six inch intervals ia the flanges 'of 'ooth sections vhen required.

' 3.2 5 %mat the botto<a snd top,sections of Stress Skein on the conduit sad fasten the tvo sections together at a ~xaum of six inch intervals using mechaaical fasteners, staples or 18 ga. galvaai=ed tie vt"e.

p 1001 Revision G Pape 105 Appendix A 3.2.6 Attach additionsI bott~ and tap sections of Stress Skin to a previously installed bot aa snd top sections as sheen M 7iguza I.0.4b.

s) OvezXapping the batten and 2 ~ oz

~ eectious by a rex~ of b) fastening thea together at tbe end fIsnges using ~chanical fssteners,'taples ar I8. ga. gslvMad ti We.

3 2 7 Coat the bottaa and tap section af Stress SHa vith TMK-LLC'30-1 Sublining Coating The coating ahsU. be applied with 7ibezglass kzmozing in accordance Mth instructioas +ven in Section 4.0 of this procedure.

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CR RKK CM.'628'RXGR T0 K)UiiTIBG 3 2 8 Coat the bottata and top sectiaui of St"ess Sda uith TK~'%-LLQ 330-I

~SuhlisLing Coating prior to xaun~~g cn the candnf,t. The costing shsII be applied vie Fiberglass Axacn~~g in accordance Mth ins g"ven in Secabxx 4.0 of this procedure.

3 2 9 CrQX holes far featuring the bottaa and tap sections together ss z~ukred in the fungus af both eectiaus 3.2 10 Beat the bottoa and taps sections of the precoated Stress the conduit snd fasten the Cvo sections together st s next ~ of on aM.inch inte~ls using uechsn.'Leal fssteuers, staples or 18 gs.

galvanized tie wfxa 3 Z.II attach additional pzocoated bottae snd tap sections of Stress ~~

tu a previously installed oection by fastening thea togethez st the end fIanges using mechudcsI fasteners, staples or 18 gs. gslvsni"ed tLe etre ss sheen in Figure 1.0.4b.

3.2 I2 haply s coating of THERMO-LAC 330-1 Subliming Costing in the specified of Stress gape ar

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set fi3zc thichxess ta the edges snd points of the precasted sections using a travel ar stiff bristle brush to fastening boles.

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.001 Revision 0 Page 106 Appendix A ICURE 1.0.4a THERE)-Lht STRESS SZXH TY2E 330-69 INSTALLATION SCHEMATIC PRIOR TO SZZ~-Let: 330-3. Sur~~c,. COAXZNC A22LXuZION v +> g THERMO-LAG Sn'ess Skin Type 330-69 Conduit JI

F 1001 Revision G P'age 107 Appendix A FXCURZ 1-0.4b, XNST2Z LbZXON SCHB JLTXCS POR LTZKCHZIG ADDXTXONAL SECTIONS OP THEIR-LAG STRESS SKIN TTPZ 330&9 TO HKVTOUSLY XNSZJQJZD TKZHO-ELG ~~S SKZH TYPE 330&9 THERMO-LAC STRESS SKIN END PMCES

'END %LANCES THEET-LN STRESS SKIN COND UXT THER.83-LAG STRESS SKOSH

'HKEM-LAC STRESS SR'" Kbxianxn Ovez3.ap COND UXT X-102

F 1001 Revision 0 Page 108 Appendix A

' 3 ~3 Cab3.e Droos (Fiexre 1.0.5 3.3. 1 Cut a piece of Stress SkIa Large enou'gh to vzap around'he cizcm-ference of a sIngle or malt"pie aumbe of cable drops. The vidth of the piece should be equa3. to the cizcunfexence of the single oz group of cable dzops plus an additional 3/4" mini".nzu to provide foz the overlap. The Length cf the piece of materiaL shall aot exceed 10 feet'Iace Longer sections are unvieLdy and 'mre difficut to haadle.

3.3.2 %rap the piece of Stx'ess SkIa arouad the single or gxoup of cable dzops and secux'e at a max"~ of six inch iatezvals vith 18 ga. galvaaI ed tie vtze. Axtach additional pieces of Stress Skin to a previousLy vzapped piece by overlapping by 'a minimum of six inches aad secure th 18 ga. galvanized tie vtze.

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3.3.3 Cut a piece of THEM-LAC 330-70 ConformabLe Ceramic BLanket Large eacughto vrap around the circumference of the Installed Stress Saia.

The vidth of the piece should be equal to the circumference of the Installed Stress Skin plus ~'Chdmum to provide for' tight abu~at of .the edges. The Length of the piece of materiaL shall not exceed

(- 10 feet in ozder to mIai".Me the haadLIng problems during instalLation.

3.3.4 Vrap the piece of Conformable Ceramic Blanket around the Installed piece of Stress Skin and secuze, at a ~inurn of six inch intervals vi& 18 ga. galvsai-ed tie vtre. Attach additional pieces as required of the Conformable Ce amIc Blanket to a previousLy insta11ed piece by tightly abuttIng the pieces together. Care should be exercised to ensure that the mapping of che, Conformable Ceramic BLanket is ccntmucus vith no gape ox'oles Xa the material surfaces.

3.3.5 Cut xvo pieces of Stress Skfa large enough to form a top and a bottom section. The vidth of each piece shall be equal to one half cf the circumference of the inst'.ed Conformable Ceramic Blanket plus 24" mInimum. The 'Length of the piece of material shall noc exceed LO feet since longex'ections axe uavieldy and more d&ficult to handle.

3.3.6 Fozm a semimizculaz section vith edge flanges f om each of the tcp pieces by ndcing tvo 90'eads at a distance of 14" mIn~ from each edge of the vidth dimension.

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F 1001 Revision Q Page 109 Appendix A FXCURE 1.0.S<

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CROSS SECTIONAL iVIZQ OF TKHH3-LkC'30-1 SUBLBGHC CQATIHC PiVZLOPK SISTREN APPLXZD TO CABLE DROPS 0 ~

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y% 0 XKDtMQ-LAC 330-1 FIBERCLASS AZmRIZC THERMO-LAC 330-1

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4 J TEE!!EO LLC STRESS"SKZB COHVORBABLE CERAMIC BLANKET rr ii

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THERMO-LAC STRESS "SZIH

F 1001 Revision 0 Page 110 Appendix A 3.3.7 7ozm a L4" flange an the length edges of each of'he tao pieces, vhen requMed> by making 90ends.

3.3.8 Cut holes foz fastening the bottam snd top sections tagethez at a aa:Nmna of six inch intervals K the flanges of bath sections.

3.3.9 Eouat the bottom snd tap sectians af Stzess Skin an the Conformable Ceramic BLanket and fasten the tea sections together at a maximum of six inch intervals using mechanical fasteners, stapes or 18 ga.

galvanized tie etre.

~ I 3 3.10 Attach additional battom and top sections of Stress Skin to a

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~J ~ 0+ pzeviausLy fzxsta3$ ed bottom and top section by fastening them

'together at. the end flanges .using meehan'cal fasteners, staples oz 18 ga. gslvsniaed tie vLze.

' 3.3.11 Coat the bottom snd top sect~s of Stress S~ with TB~B-LAt'30>>1 Subliming Coa'ting as shave in 7igure 1.0.5a. The caating shall be applied with 7ibezglass Armoring in accordance Wth the instructions given in Sect" on 4.0 of this procedure.

3.3.L2 CabLe Dro s (7i re ~L 0.5b 3.3.12.L Cut a piece of Str'ess Skin Large. enough ta ~map around the circum-fe ence af a single or multiple number of cables. The width of the piece shouLd be equal to the ci'rcumference of the single ar group of cable drops plus an additional 3/4" cdQx~ to provide far the overlap. The length of the piece shall not exceed 10 feet since longer sections are unwieldy and more difficult ta handle.

3.3.12.2 Wrap the piece of Stress Skin around the single oz group of cable drops and secure at a ma~i of six inch intervals vXth 18 ga.

galvanized tie Mire. Attach additional pieces of Stress S~i to a previously crzapped piece by overlapping by a minimum oi six inches and secure with 18 ga. galvanized tie vive.

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F 1001 Revision 0 Page ill Appendix A 3 3.L2.3 Coat the sectian. of Stress Sda with TED')>>LAG 330>>1 Sub~g Coating as showa in Figure L.O.Sb. The coating shall. be applied with Fiberglass Azmazfng fn accordance with instructions given in Sectian 4.0 of this procedure.

3 3 L2.4 'ut a piece of '52EL~~LLG 330-70 Canfozmable Ce~ Manhunt Large enough. to wrap around the. circumference of the installed Stress SMn The width of the piece should be equal to the circumference of the installed Stress Sda plus 4" minimum to provide for a tight abutment of the edges. The length of the piece of material shall, not exceed 10 feet in azde to min~e the bsndltug problems during installation.

3.3.12.5

~+4 Wmp the. piece of Conformable Ceramic 3Laahat azound the

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&stalled.piece" of Stress Skin and secure gt a maximum, of inch intervals with IS ga." galvanized tie wire. Attach

'M additiona1 pieces as required of the Conformable Cez'uric 3?exocet ta a prevhnxsly installed piece by tightly abutting the pieces together. Care should be exercised ta ensuze that the wrapping of the Conformable Ceramic BXankat is-~tinuous with na gape or hales in the material surfaces.

3.3.12. 6 Cut twa pieces:of. Stress 8k'arge enough ta form a tap and a bottom section. The width of each piece shall be equal to one balf of the circumference of the installed Conformable Ceramic 3Laa3cet plus ~" adz~um. The length of'he piece of material shaIL not exceed l0 feet since langer sections are unwieldy and mare difficult to handle.

semi~alar 3.3 12.7 Form a of the. tap pieces by 14" minimum fzcnn

~g section with edge flanges fram each two 90 bends at a distance of each edge of the width dimension.

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F 3001 Revision 0 Page 112 Appendix A PZGURE 1..0.5g CROSS SZCTZONAL VXZV Or THERMO-LAG 330-1 SUBL~G CQATZHG ~QPE SYSTEM APPLZZ) TO. CABLE DROPS o~

I. - TEEL~d)-LAG 330-1 PZBERGLASS ARPJ3RZiG TERM-LAG 330-1 p

THERM-LAG STRESS SXZH CQNPORKLBLZ CE:4QfXC BLATANT rii e THEET-LAG 330-1. 0 4 ~

FASTER TEHlMO LAC STRESS SZXH Z-107

F 1001 Revision Q Page 113 Appendix A 3.3.12.8 Form a 1>" flaage oa the length edges of each of the tea pieces, when required, by making 90 beads.

I ji 3.3. 12- 9 Cut holes for fastening the, bottom aad top sectioas together at a m~asn of six inch intervals in the flaages of both sections.

3.3.12.10 Mount the bottom and. top sections of Stress Scfn oa the, Conformable Ceramic BLaxdmt aad fasten the Mo sections together at a marimum of six inch'ntervals using mechanical fasteners, stapes or" 18 ga.

galvanized tie ~e.

3.3.12- U. Attach additional.bottom aad top section's of Stress SERAC to a previously installed bottom and top section by fastexdng .them together at the ead flaages using mechanical fasteaers, staples tie etre..

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"ga~ -'gMvaniaed 3 3 12.12 Coat the bottom aad top sections of Stress S~ Mth THEBP~LAC 330-1 SubLXmiag Coatiag as shove in Pigure 1 0.5b ~ The coat~kg shall be Wth Hberglass Armoriag in accordance.Wth the instructi 'pplied given in S&~oa 4.0 of, this proce'dure.

3.4 Conduit'nd Cable Drop Junction Yi re I;.0.6) 3.4.1 Apply the, THKQKI-GAG 330-1 SubXizdag Coating Envelope System to the conduit aad the single or multiple cable drops follavfng the instructions'iven in Section 3.2 or 3.3 of this procedure.

3.4 2 Cut.a piece of Stress Skfa of sufficient st to wrap around the ciresnfereace of the conduit.. The width of the piece should be equal to the outside circumference of the conduit plus an additional 3/4 inch'o provide for an overlap. The length of the piece shall be LE inches min~.

3.4 3 Wrap the piece of Stress Skfa arouad the- outside cm~cumfe ence of the conduit in such a manner that it covers sM inches of the conduit.

Secure. the piece of Stress Sofa to the conduit with tvo 18 ga. gal-vanized tie ~es mounted approximately 5 inches apart.

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F 1001 Revision 0 Page 114 Appendix A PXGURZ 1.0.6a CROSS SZCiXOHAL VL'V OP THERM-LAC 330-1 SUSL~C CQATZfC BTVcZOPZ SYSi APPLIED, TO CONDUIT AHD COL, DROP CONDUIT BSEiIEOLAG 3-30-3

(.r hr/

I REVELEO EOGE OB TEEL~X)-LAG STRZSS ARPJ3RXNC SR'&cZGLASS SBE!M LAG 3-30-3 AHD PE3ZRGLASS FLILRGLASS ARYJIRLIIG LM3RXHC FEELS) LAG 3'iiZSS-ASKS r

CABLE OROF~

iECEZPMLAC

~~J3-LAC STRZSS ~

330-1

F 1001 Revision g Page 115 Appendix A 3.4.4 Cut a required number of mall, pieces of TZZK-LAG 330-70 Ceramic 31anket from a roll of this materia3:; 'oafonuable 3.4.5 Insert .the small pieces of Confozmable Ceramic Blanket inside the oyea cnd of the installed piece of Stress Skin aad around aad between the cable drops ia. such a manner that the oyen end is rel'actively sealed- Then secure the piece of Stzess Skhx to the cable'rops Mth 18 ga. galvanized tie @fees.

3 4.6 Coat the'&stalled piece of Stress Sdu with. TREBLE-LAG 330-'.l.

Subliming Coatiag as shown ixx Piguze 1.0.6. The coating': shall be applied Mth Fiberglass ~r'fag ia accordance with the instruc-tions given ia Section 4.0 of. this procedure.

3'='able aad Cable Droo Zuactioa at ea Ead of Cable'Tza r

3.5.l Apply the TEE993-LAG 330-1 SubUmiag Coating Eavelope System to the cable tray at the single or multiple cable dzops follawtug.the

'instructions givea ia Sections 3-I, and 3.3 of this procedure.

3.5.2. -

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s Cut a. piece of Stressf SHn,of sufficiea size to +rap around the outside; arameter m'f the cable. tray. The width of the piece

'should be equal to the outsiderpXVZKe~t of the cable tray plus aa additional 3/4" to provide for aa overlap. The length of the piece shall be 24 taches minimum.

ii-p; s rrtclcr 3.5.3 Pray the piece of Stres's Skfzx around the (parameter'f the cable tray

& such a manner that it covers six. inches of the conduit. Secure the piece of Stress Skim. to the conduit Mth a~o 18 ga galvanized tie viz'es mounted approximately 5 inches apart.

3.5-4 Cut a required number of small pieces of the THEBPJ3-LAG 330-70

. Conformable Ceramic ELmhat from a roll of this material.

3.5.5 Cut slots approximately 12 iaches ia length at each corner of the oyea end of the piece of St=ess Sdn.

F 1001 Revision 0 Pape 116 Appendix A FIGURE 1.0.6b CROSS SECTIONAL VIEN OF I

'TH%KG-LAG 330-1 SUBLZML'fG COATING c~OPE SYSTEM

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.'APPLIED TO CABLE TRAY AND CABLE DROP 0 ~

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4 CABLE TRAY XE OF TAKEO-LAG 330-1 AND FIBERGLASS ADORING I

I

~O-LAG 330-1 lRHQ~LtC STRESS tTZERCLLSS AEL"ARZ3C ZZ3ZRGLASS A2t~ORT~M TBKU13 LlC 81MSS~SXI r

TZEQQ-LAG 330-1 CABLE DROP R~%-LAC STRZSS SR'

F '1001 Revision Q Page 117 Appendix A I

3.5.6 Zasext the smaLL pieces of ConfozmabLe Cezamic BLanket. inside,the.

inscalled piece of Stzess. Skin and'around and between. the. cable drops in such a manner that when the slit opea ead of the piece of Stzess Skia is tightened azound the cable 'drops, the open cad is effectively sealed; Then secuz'e the piece'of Stress Skin to the cab3.e drops with 18 ga. galvanized tie wires.

3.5.7'oat the instaLled piece of Stress Skin with 'QKRMO-LAG 330-1 Sub~g Coating ia the required thickness. The coating shall be applied with Fiberglass Azmoriag in accordance with the iastzuccioas given M. Section 4.0 of this procedure.

3:6". 'able Tn aad Cable"Drop Junction at Too oz Bottom of'able Trav 3.6.1 Apply the THEO>>LAG 330-1, SubLimiag Coating Envelope System to the cable. tray aad the siagle or multiple cable. drops followiag the.

iastructioas given in Section 3.1 and 3.3.

I 3.6.2 Cut a piece of Stress Skin of sufficient size co form atxuncated.

cone shape sMch has one ead that is equaL to the circumference of the cable drops plus 3/4 Inch to pzovide for overLaps. The other end shouLd be approximately four times the circumference of the cable dxops~lus 3/4 inch to provide for overlaps. The length of che piece s&au14 be 6 inches minimum.

M.ei I 3.6.3 Form a 1" flange ac the Large ead of the piece of Stress Skin by making a, 90 bead along a Line which is 1" up and paral3.e3. to the large ead. DriLL, ho3.es for fastening the flange to the cable tzay as required in the flange.

3.6.4 Cut. a required numbez of smaLL pieces of TH%GO-LAG 330-70 Conformable Ceramic B1ankec fzom a ro3.3. of this material.

3.6.5 Form.a cone ouc of the. piece of Stress Skin Caking care, to overlap the sides by 3/4 inch.

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F 1001 Revision 0 page 118 Appendix A 3.6.6 Xnsezt the small pieces of Conformable Ceramic 31anket inside the small end of the cone in such a.manner that the small end is sealed when it is wrapped around the cable drops. Then secure the small end of the piece of Stress S~ to the cable drops with 18 ga.

galvanized tie vires. 4 3.6.7 Secure the flanged end of the piece of Stress Skin to the cable tzay using mechanical fasteners, staples or 18 ga. galvanized tie vires.

3.6.8 .Coat the instaLLed piece of Stzess Skin vith ~0-LAC 330-1 Subliming'Coating. The co'ating shall be applied with F&~erglass Armozing in accordance vith the instructions given in Section 4.0 of this .procedure 3.7 Cable Tra or Conduit Junction With Fire Wall 3.7.1 Attach the Stress Skin Envelope of the cable tzay or conduit at each )unction vith a fire vali by fastening the butt flange of the Stress Fain to the fire vali using mechanical fastene s.

3;7.2 Apply the THEPJ3>>LAG 330-1 Subliming Coating to the, butt flanges, ove-lapping the flange )oints with the coating by a minimum of 3 inches. The coating shall be applied vith Fiberglass Armozing in accordance with the instructions given in Sect" on 4.0 of this procedure.

3.8 Junction 3ox Assemblv (Firuze 1.0.7 3 8.1 Cut two pieces of Stress Skin large enough to form the top and bottom sections of the maM assembly section of the )unction box assembly as shown in Figure 1.0.7. The vidth of each piece of material shall be equal to the width of the )unction box plus 5 inches and the length of each piece shall be equal to the depth of the )unction box plus 3 inches. The additional 5 inches provides for'4" flanges and lV'learance additional 3 inches provides foz 18'langes and along the sides of the )unction box.

~

from the side edges of the )unction box. The clearance i~"

F 1001 Revision 0 Page 119 P.ppendix A

. FIGURE 1.0.7 CROSS SECTIONAL VlZR. OF THZ'.QfQ-LAG 330-1 SUBI EWE'COATING E'.WELOPE SYS~

APPLIZD TO A JUNCTION BOX ASSRQ3LY CONDUIT, CO~ED WX THERMO-LAG STRESS S THERMO-LAG 330-1 THERMO-LAG FIBERGLASS 330-1, SUBLIMING AtufQRXNG'HERMO-LAG COATING 3

4

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MAIN ASSr THZRfO-LAG 330-1 ~ ~XO APPLIED TQ '

THERE'D-LAG STRESS I

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FRONT PLATE SECTION THKLfQ-STRESS SKZf

F 1001 Revision O Page 120 Appendix A 3.8.2 Cut any required holes for cable drops in the top and bottom sect'ons.

3.8.3 Form a 1>" flange on each of the four sides of the top and bot om section of Stress SMn by making the required number of 90'ends.

3.8.4 Drill holes for fastening the top and bottom sections at a max~~ o 6 inch intervals in the flanges as shcnm in Figure 1.0.7.

3.8.5 Cut tvo pieces of Stzess Skin Large enough to form the tao side sections of the main assembly section. The crldth of each piece of Stress Skin shall be equal ro th'e height of the junction box plus 5 inches and the Length of each piece shall be equal to the depth of, the junction box plus 3 inches. 'he additional 5 inches provides fox'

' '4'" flanges and L4" clearance from the top and bottom edges of box. The additionaL 3 inches provides fox'4" flangesand.. the'unction 4" clearance along the sides of the junction box.

3.8.6 DriLL any zequix'ed hoLes for cable drops in the two side sections.

3.8.7 Form a L4" flange on each of the four sides of the thoro side sections, of Stress Skin by making the required number of 90'ends'.8.8 DriLL holes for fastening the ceo side sections at a maxi~ of 6.

inch intervals in the flanges as shorn in Figure 1.0.7.

3.8 9 Cut a piece of Stress Skin large enough to form the front plate f

section. The vidth of the ont plate section sha11 be equal to the vidth ox the top and bottom sections plus 2Q" required to covez the flanges. The Length of the fxont plate section shaLL be equal to the height, of the side sections plus 2<" required to cover the flanges.

3.8-10 DxiLL holes for fastening the front plate section to the main assembly section as shackle in Figure 1.0.7.

3.8.11 Bount the main assembly section around the junction box by connecting the top and bottom sections to the tao side sections and attaching the main assembly section to xhe vaLL on which the junction box is mounted using mechanicaL fasteners, staples or 18 ga. galvanized tie ~es.

X-LL5

Revision Q Page 121 Appendix A 3.8.12 Hounc the froac plate section on the main assembly section using mechanical fasteaex's, staples or 18 ga. ga3.vanixed tie wire.

3 8 13 'oat the assembled f oat plate aad main assembly sections of Stress Skin wich ZKBH0-LAG 330-1 Subliming Coating. The coatw~g shall be appU.ed with Fiberglass Azmozing in accordance with the inscructioas given in Section 4.0 of this procedure.

';9 Structural Steel Supports 3.9-1 See Append&" C of this procedur'e fox'pplicatioa instructions.

'OP ~

4.O C0LZZNG hPLZCATTOi TZCmZ V S 4.1 S rav Aoolicatioa'4.11 Apply the TRAM-LAG 330-1 Subliming Coating over a pxoperly pzepaz

'urf'ace. Hake sure chat. che surface, to be coated is clean, dzy, ab 40'7 sad free from, scale, rust or other contmainants.

4-.1.2 Apply the material ia as many passes as required to provide the requized film build of coating thickness, taking caze co avoid slumping oz sagging of the coatiag. Normally,, a required 0.500'nch dzy coating thickness is accomplished by applyiag three wet coats of 0.225 inches.

However, the thickness which can be safely applied in a single pass wi11 depend on the temperature, humidity, and othez factors chat are best determinedoa the gob site.

4 1-3 Apply the material in smooth evea passes, taking care to keep the spzay gun fan pattern at a 90'ngle whenevez possible. Reachiag with a spray gun will cause the spray pattizn to vary:from the 90'ngle and will result ia a rougher surface than normal.

4.1.4 Take fxequeat wec thickness measurements during the applicatioa using a penetration measuriag device such as chose showa in Appendix. A to ensure that the coating M being appli.ed uniformly aad ac the required wet~@"'~

thickness. These wet thickness checks shal3. be made evezy five square feet or evezy two running feet, of coated suzface area. (Note: Rhea aad the desi-ed dzy ~

taking measuremencs allow for a shrinkage zace of 25Z becweea che wet coating thickness.

1=13.6

P 1001 Revision Page 122 Appendix A 4.1.5. Remove excess build up of coating macerial at edges and joints by brushiag or rolli'ag the surface .vith a damp sponge roller.

4.1.6 Spray edges of the substrate from each side co cause che mater~1 to vrap around the edge. Ef the 'edge coating is aot completely closed, use a vec roller or crovel to seal 'the edge surface.

4.1.7 Apply Zibezglass Azmoring co the vet suzface after the final pass and use a zollez to flatten ouc any vrinkles and to embed the fiberglass securely. Then apply sufficieac material to cove che embedded fiberglass.

I 418 ~

Remove'll runs, "sags, dzips or othez su"face imperfections before che materiaL cures using vet sponge rollezs, bzushes or hand trovels.

Egad olicatioas 4.2.1 Tzovel the macezial to a uniform thickness using moderate pressure and avoid ovezvozkiug the material. The trovel should be vetced vith vater vhen a s=ooth finish is required.

4.2.2 Glove the materiaL to cabLes and small pipe using standard vork gloves. Work small areas and keep the gloves vec to insure a reiatively uaif orm thickness.

( p~1li>

4.3 .Film: Thickness ~erasure eats 4.3. 1 Take dzy.~f thickness measuremeats after the applied material has cured. Pmsuzemeats shall be made using electrical, peaetrac~wg or magnetic measuring instruments.

I-LL7

001 Revision Q Page 123 Appendix A 4.4 Repair Procedure - Oama e 4.4.1 Remove damaged and loose material using a knife and scrapper. Cut back until sound adhering material is reached.

4.4.2 The edge should be undercut to form a beveled edge as in plaster repair.

i 4.4.3 Remove all foreign matter from the substrate using a wire brush.

4.4.4 Spray or trowel THERMO-LAG 330-1 onto patch area. Several coats of the material can be applied to achieve the desired 7Am:thick-ness. C-s...:g:,

/

4.5 Cable Re lacement - Re air.

4.5.1 Locate,and define that section of the material system where the electrical repair procedure such as'able replacement or. addition is to be instituted.

4.5.2 8y use of the cutting tool such as a knife~ mechanical scribe, or similiar device, cut along the boundaries located" and defined in 4.5.1 to isolate the section of the material, systems to be removed. I

'4.5.3 Remove the material section by cuttirig away the partially exposed stress skinalong the defined boundaries.. Continuous care must be exercised not to damage the cable or other sensitive items beneath. The use of such hand operated .tools such as .cutting shears or snips is authorized.

4.5.4 Ef larger sections have to be removed, accomplish this by cutting away material at the side and butt flanges.

4.5.5 Remove fasteners from flanges and carefully remove coated sections.

4.5.6 After work is completed, reattach envelope system using mechanical

. fasteners, staples-or 4 .18 gage galvanized tie wires.

4.5.7 Apply a coating of THERMO-LAG 330-1 subliming coating in the specified wet thickness where required, including the edges and joints of the reinstalled sections. Use a trowel or caulking gun or stiff bristle brush to fill in any uncoated areas.

F 1001 Revision D Page 124 Appendix A

5. O'. TOPCOAT APPLZCATZOH 5.1 Sara Aoalicaticn 5.1.1 Pour. Part B inca Part A and thoroughly mix using a mechanica3. mixer.

Mix a minimum. of 5 minutes and allaw a "sweat m" per'od of 20 minuces before, commencing the application.

Insure that the area to be capcoated is'ree fram loose and foreign matter. I 5.1.3 Mce moisture meter readings of the applied subliming coated surface

~ ~ using'-a: Delmhorst-"Mxisture &ter Qodel DP) or equivalent. Obtain a reading of 20 or less before applying the topcoat.

5.1.4 Place mixed material i co spray rig.

5.1.5 Apply topcoat in a smooth even pattern, ma~kg sure to cr'ss-cross the area in a cantimuous film.

5.2 Hand Anolication 5.2.1 Apply a full smooch coac of topcoating using a long nap mohan roller.

Avoid'excessive buildup of topcoac in corners and always work to a we"

.edge of applied topcoat.

6.0 POST APPLICATIOH PRACTZCZS A clean and orde ly condition shaI1 be maintained in the application area. vollawing the application, a11 overspray, debris and equipmenc shall be removed and the area left in a condicicn acceptable to the owner.

F 1001 Revision 0 Page 125 Appendix A 7.0 E UZ~T SUGGESTIOHS 7.1 The most economical and satisfactozy method of applying T~O-LAG 330-1 Subliming Coating is by either aizles oz aiz type spray equipment.

.7.1.1. Air. type spray. equipment is recommended for use in spraying cable drops and conduit in ordez to minimize overspray.

7.1.2 "Airless spray equipment. is recommended for use in spraying larger sections such as cable trays and large I beams.

o ~

'I 7.1.3 Suggested complement, of spray equipment foz both types aze'showa in Appendix B.

1 120

F 1001 Revision g Pape 126 Appendix A APPENDIX A SCHEMATIC QF SUGGESTED PENETRATING MEASURING OEY ICES

'F 1001 Revision 127 5'age Appendix A 0

I-122

F 1001 Revision 0 Page 128 Appendix A APP&DTX $

SCHEHATZC OF SUGGESTS) P lETRAT&G MEASURZiG DEVICES "A" 's equal to the desired thickness of the coating.

On measuremeat - the pin portion of the gauge aust sink completely into the layer of the applied coating. Take several readings for each thickness. F~~ the hole created by the gauge after neasurenent is campleted.

I-123

F 1001 Revision Pape 129 Appendix A X-124

F 1001 Revision Q Page 130 Appendix A APPENDIX 8 SUGGESTED CCMPLEHENT OF RE/VIREO SPRAY EQJIPHENT FOR THERHO-LAG 330-1 SUBLIMING COATING APPLICATION I-125

F 1001 Revision O Pape 131 Appendix A I-126

F 1001 Revision U Page 132

' Appendix A APPED)EX g SUGGESTED CO~~c. T OF REQUi~ SPRAY EQUIP~T FOR THE'.L~J3-LAG 330-1 SUBLZSDfG COATING APPLICATION AIRLESS SPRAY EQUIP~

~

~VRlTZ1Y ~ ~ ~ "DESCRIPTION OF EOUIP~T 1 Each Hydra, Spray Pump 45:L.

1 Each Af Pcnrered Ram

<. 1 Each Hydra Special M,stic Spray Gun Dump VaLve 2 Each RAC III with 0.55 Tips 1 Each Air Agitator 1 Each Air Regulator Kit L Each Air Regulator OnLy with Gauge 1 Each Air Line Filte 1 Each Air Line, Lubr'cator 5 . Pump Repair Parts Kits 6 Each Extra Tips ~Cth Seals 100 Feet 1 inch I.D. Hi P essure Fluid Hose

~ Feet 1/2 inch I.D. Hi Pressure FLuid Hose 25 Feet 3/8 Inch I.D. Ki P essure Fluid Hose I-127

F 1001 Revision Q Page 133

~

0

~

~

Appendix A APPVG)IX B (CONTINUED)

AIR TYPE SPRAY E UIPHBiT DESCRIPTION OF' UIPNENT 1 Each

~ ~ 0 ~

10:1 Pzesident- Spray Pump 1 Each Air Peered Ram 1 Each Heavy Mastic Spray Gun 1 Each Special Dump Valve 2 Each 1/4 Inch oz 1/4 Inch."E" Spray Tip 1 Each Air Agitator 1Ech Air Regulator Kit 1 Each Air Regulator Only Mth Gauge Air Line'ubricator 1 Each Air Line Filter 5 Each Pump Repair Paz"s Kits 75 Feet i;/2 Inch I.D. Hi-Pressure 'Fluid Hose 25 Feet 3/8 Inch I.D. Hi-Pressure Fluid Hcse I-128

F 1001 Revision 0 Page 134 Appendix A APPENOIX C APPLICATION PROCEDURES STRUCTURAL STEEL ENTITIES E-129

F 1001 Revision Q Page 135 Appendix A T.-130

F 1001 Revision 0

~

Page 136 I

Appendix A APP VIX 'C APPLZCATXON PROCEDURES STRUCTURAL Sir.H. c.iTXTXES 1- 0 INTRODUCTION This pxocedure sets for the sequentiaL steps involved M applying

~

~

~~LAG 330-1 SublM&g Coating System to structural steel

<<nticies and sceel storage tanks.

~10-LAG I'he 330-1 Subl~~ g Coating System consists of THEME-LAG P imer, TH%NO-LAG 330-1 'Subl~~g Coating, and crhere applicable, ~~33-LAG Topcoat.

2.0 SURFACE P~ARATZON 2.1 A11 surfaces ta be caated are to be clean, dry, above 40'F, and free fzom scale, rust and ocher contaminants.

2.2 Px'epaze nan-compatible suxfaces for coating by applying a barziez coat of TEMPO-LAG 351 ox TK~fO-LAG 351-2 Primer. Never apply the primer directly over a surface px'eviausly primed with a tine based primer without installing a barx'ier coat. Never apply the primer directly ovez any hard ar glossy paint v thout roughen~g the surface in accordance vich standard, good painting, praccice procedures and make sure that the cleaned substxate is compatible arith the ~PO-LAG 330-1 Subliming Coating by magog cross hatch adhesion tests'.

2.3 Blast c'ean doubtful surfaces to an SSPC-SP6 finish and repri=e immediately .

'I F 1001 Revision +

page 137 t ~

4 Appendix A

~ '.

I 0 PEQKR APPLICATION j

3.1 Apply the primer to a properly prepazed stee3. surface in one continous coat using spray- equipmene.or a roller. The minimum acceptable dry px'imer thickness should be 0.002 inches which is nozmally achieved by- applying at a rate of 200 square xeet per gallon ~

3.2 Measuze primer thickness using an. approved magnetic direct "reading gauge.

- 3';3 'ake.:cross hatch adhesion tests, as pez Federal". Standaxd 141A,.

on the primed sux'face to assure pxoper adhesion between the primer. and the steel substzaee px'ior eo px'oceeding with the application of the 'GKRFB-,LAG 330-1 Subliming Coating.

3.4 'ake at least. one cross hatch adhesion test. every twenty (20) squaxe feet of px'imed suxface area. Any primed surface area which faMs the cross hatch adhesion test shall be sandblasted

~ (

to an SSPC-SPC6 commercial blast finish and then sha3.l be zeprimed with THERMO-LAG 351 or THEE:S-T KG 353.-2. Primex.

4.0 THEBHO-LAG 330-l SUBLIMED COATING 4.1 Apply the material. in as many passes as required to provide the required fi3m build oz thickness, taking ca8i to avoid slumping or sagging of the coating. The thickness which can be saxely applied in a single pass will depend upon the temperature, humi.dity, application technique, and ocher factors and should be determined at, the gob site.

4,2 Apply the materia3. in smooth even passes, caking care to keep the spray gun fan pattern, at. a 90 angle. whenever: possible. Reaching with a spray gun wi13. cause the spray pattern to vazy from ehe and will result in a rougher surface than normal. 90'ngle

F 1001 Revision 0 Page 138 Appendix A 4.3 Take frequent vet thickness measuremencs during che applicarion using a penetrac'on measuring device such as rhase shavn in Appendix A to ensure that the,coacing is berg applied uni"or ly and at che required vet film thickness. These vec thickness checks shall be made very five square feet or every tvo running feec of coated surzace area. (Nate: . Vnen. caking measure ears allov for a shrinkage race of 25K betveen the vec and the desired dry film coating thickness.

4.4 Remove excess build up of coating material at edges and joints by brushing or rolling the sur'face vith a damp sponge roller.

~ h 4.5 Spray edges of the subsczate fzom each side to cause the material to vrap around the edge. Ef che edge coating is not comolecely closed, use a vet roller or crovel to seal the edge surface.

(, Apply Fiberglass Armaring, vhere requized, to the vec surface after the final pass and use a roller co flacten ouc any vzinkles and co embed the fiberglass securely. Then apply sufficient coating marerial ro cover the embedded fiberglass.

4.7 Remove all runs, sags, drips az ocher surface imperfections before the material cures us~kg vec sponge rollers, brushes oz hand travels.

4.8 Take dzy film thickness measuremencs arce- the applied material has cured. Measurements shall be made using electrical, penetzat~~g or magnetic measuring instruments ~

5.0 TOPCOAT AFFLZCATEOH 5.1 Insu e that the area co be topcoaced is iree fzom loose and foreign matter.

5.2 Take moisture meter readings of the applied subliming coaced surface using a Delmhorsc Yxiscure Pacer (ifodel DF) or equiv-lent. Obtain a reading of 20 or less before applying the topcoat.

F 1001 Revision 0 Page 139 Appendix A 0'.3 Place mDced material into spray zig.

4 5~4 Apply topcoat in two continuous coats at a minimum spread rate of 50 square eet per gallon in a smooth even pattern, ~~ g sure ta crisscross the area in a cantinuous film.

6.0 CLEAN UP

'.1 ~ A. clean and" orderly condition shall. be maintained in the appUcation

~

... ~ arga...FoU.owing the application, all averspray, debris and equipment

~

shall be removed and the area left in a condition acceptable to the cwner.

0'-134

F 1001 Revision 0 Page 140 Appendix A APPENOIX 0 TYPICAL APPLICATION OETA ILS I-135

F 1001 Revision 0 Page '141 Appendix A

~ '

F 1001 F,evasion G Page 142 Appendix A APPENOIX 0 TYPICAL APPLICATION OETAILS TABlE OF CONTENTS DETAIL DESCRIPTION Cable air drop from tray. into wall or floor sleeves.

2. . Cable air drop from conduit into tray.

3. ..Cable air drop between trays.

.'Conduit embedded into wall or floor.

5. Junction Boxes.

X-137

F 1001 Revision Q Page 143 Appendix A 0'-138

F 1001 RevisioG page 144 icClAS UTILITIES SERVICES INC. >

AnPendix A C.P. S.E.S. GLEN ROSE, TEXAS FIRE PROTECTION C'> FOR CONDUITS CASLE TRAYS, INSTRUiviEl"TATIONTUB!>XG 8 SUPPORTS D'VG >ITl => +if I ' Mawe dCWMTfQM DETAII S

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F 1001 Revision 0 Page 145 Appendix A TEXAS UTILITIES SERVICES, INC.

C.P. S.E.S. GLEt'1 ROSE, TEXAS FIRE PROTECTION Dvl&. -OR CONGVITS, CABLE TRAYS, INSTRUMENTATION TUBING. 3 SUFPORTS OVlG Tm i=i ~Pf hL APPLICATIGlI 0 NQUE OATE< OVe'H> CNO AFFQ'SSUE FOR OVIG HOo 8/(g jp) QLP, M,Q'(, > CONSTRUCTiON I oC (. C

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F 1001 Revision 0 page 146

~AS UTILITiES SERVICES, INC. Appendix A C.P. S.E.S. GLEN ROSE, TEXAS FlRE FROTECTIOI'I GYrG. FOR COiVDUITS, CASI E TRAYS, INSTRUMENTATIQNTUBING. g SUPPORTS

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F 1001 Revision 0 page 147 Appendix A

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FIRE PROTECTION mn -

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C.P. S:E.S. GLEN ROSE, TEXAS FIRE PROTECTIOi~l O'V~ . FOR CONDUITS, CABLE TRAYS, INSTRUMENTATIONTUBING, 8 "UPPORTS COG 1Tn=-i i YPI L SCAt=-: a.in i r C A&LiCATIOM GETS I lOATE> O'Pfl: 040 ArPQ IS SUcO FOR O'H G 'uo 9/i Ill) WLQ guV ~

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F 1001 Revision Q Page 150 Appendix A I cÃhS VTILITiES .S""."".YICES. IN C C.P. S;E.S. GLEN ROSE, TEXAS FIRE PROT" CTION C'i'II&. FOR COI')DVITS, CABLE TRAYS INSTRUtl ) STATION TUBlNG, 8 SVP, ORTS cwemt i iY (AL SCPLZ hrCUCATIOM GETAth lVQklE C~TK: OwHt CKG APFQ ISSUED PQR C'e'lG tlo,

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F 1001 Revision Q Page 151 Appendix A l

I 1

F 1001 Revision Q Bage 152 Appendix A APP.ENDIX E FIRE PROOFING COATING THICKNESSES REQUIRED FOR VARIOUS STRUCTURAL STEEL HEHBERS I-147

F 1001 Revision 153 0'age Appendix A I-148

F 1001 Revision Q Page 154 Appendix A ENGXNEERING REPORT ON THE THE3i~O-LAG 330-1 FIREPROOFING COATING THIC'%ESSES REQUIRED FOR 1 AhD 2 HOUR FIRE RATDilGS FOR VARIOUS STRUCTURAL STEEL ME."WARS USED BX TEXAS UTILXTXES SERVICES, INC.

Prepared for TSX, INC.

3260 Brannon Avenue St. Louis, NO 63139 Hesson and Associates, Xnc.

P. O. Box 1082 Norman, Oklahoma 73070

F 1001 Revision 0 Page 155 Appendix A I-'15.0

F 1001 Revision 0 Page 156 Appendix A

T Tl'iO LAC

OX'=-~~:.0 ON 33C 1 FXR PR; C R PORT I eG CCnTXNO THXC QiZSSZS RZg"I::-0 FOR 1 A.'iO 3 HOUR FXRZ W~DZRS USZD BY ~

STINGS U

FOR VARIOUS STRUi. URAL XX.ITX S SZRVXCZS INC.

Si=-L I XNTROOUCii'ON The pu~se of this report is ta present and su=arize the calculated The a-

.Lag 330-1 Fireproofing Coating thicknesses faz the va"ious structural steel nea-be s that are used by Texas Utilities Services, Inc.

The fireproofing caatinq t?Zcknesses have been calculated far tom fire expo-sure ti~es> a one (1) hour fire exposure and a three (3) hau= fire exposure per-iod. As discussed in detail in Section IXI of this r'ecor, the f'ze exposuze is the ca~nly accepted U2'Z - 119 Test Hethcd. Usinq this Test Hethcd, the integrated average Xnci"ert Heat Flux far a one (1) haur fire exposure is equal to 24,500 ETU/hz-ft, and the thzee (3)'cu= Incident, Heat Flux is ecual to 42,000 BTU/hr-ft2.

Xn the T.".e a-xg 330-1 Fi eproofinq Coating thicknesses pzesente6 herein, the following stzuc~aL steeL me=~er sizes and shapes, as well as the noted structural steel ta pezatce Liuits were considered in the a- Licable heat tzars ez ana'ses:

STRU iRAL .. R UX U SURFAC=

Square Structu=al Ming 1000 Rectangulaz St~c ~al Tubirg 1000 Angles . 1000 Ci+annels 1000 Wide Flarges 1000 Unis--ct Sections-QL i~~s 1000 It should be recognized that the thickness af a given sczac~mal steel -e "e significantly afE cts he ze'aired fizep oafing coat'ng thic&ess, regardless of the. type of fireproofing coating used, ar a given incide..t heat flux anc fire exposure period. Hence, the thicknesses rendu'red fcr a ~i. ee (3) Hcm Fire Rat'irg

, aze substartially greater t"an hose recuired Ear a Cne (1) Hc. Fire Rat'".g.

The calr~lated fireproofing coat ".g th'cknesses reported c. rein are derived free Bas'c Zrgineerinc Cata Correlations that we have deve'oped far the Ther=a-Lag 330-1 Fl "eproofirg Coating. The exper'-ental data sau.ces include the results o fire testing conducted by the Qn"er 'ziters'aboratories, Factcry H t a3. Re-search, US Oepart=ent af Transportation/Fderal Railroad ~~inis -ation. Hcbil Oil C a poratian, British Gas Carparatian, B itish Petrcleun Cc;..pany, SheLL Xnterrat'onal, nd auzselves.

U ZSSOYf Ai'D A.SSOCLKTZS, I8C 1-151

Revision P Page 157 Appendix A Xg FIR)'PRCOFI;lG .COATQiQ MATERIA TEST DA,A CORt<.;UTZONS-The thermal=performance characteristics of fizepzcofing materials such a Thermo-Mg 330"1, Thermo-Lag 290, Chartek 59, Xozothazm and Pyzac ate 102 h been found ta carzelate as:.

~ A Function of (T,QT,N, and F) where t ~ fire/flames exposure t'-e, minutes T ~ fireproofing material t&c3cness, inches DT ~ allowable maxismm temaeratuze rise of the protected substrate< degrees "F"

~ effective heat capacity of the protected subst-ate, lbs pez'quare Soot of protected surface area F ~ totaL incident, heat flux (radiative plus convective) >

thousands of BTU/HR-FT2.

'fas a Experimental engineering test data e~zessing the fire/flames expo'"e time function of the, fireproofing material coating thickness, the tempezatu e zise the thermaLLy protected substrate,. the weight of the protected substrate and total incident heat flux have been developed foz'he The~o-Lag 330-L.Subliz<ing the

.Campound Fireproofing Material. appLied to ccnventional conc"ete, pre-st"essed con-

'crete, flat steel plates, Le~e diamat~t s"cc) olatest pi .cs and s~:. al B-and Angles. The range of total incident heat fluxes,in these testing prcgrams h varied fram a law of LOp000 BTU/HR-FT2 to a high of 100,000 BTU/HR-FT2 The The Lag 330-1 dzy film tMcJcnesses have varied fzcm a lcw af 0.125 inches to a high of L.250 inches.

Xn this Engineering Report we aze ccncemed onLy with the zequi"enents for the fireproofing coating materials that are applied to structural steeL members.

The Size testing data acnmQated on the Therm-lag 330-1 fireproofing materials applied to s~ctuzaL I-Beams is pzesented in Figure 1 in the Sozm of, t ~ A Function of (T) (QT) (8) / (F), (2).

As also shown by Figure 1, the Equation for the prediction of the zequ'd f ep caf-ing mateziaL thickness applied to stzuctuzaL I-Beams is given as,

>..m4 Q<T) <AT> <w>" y <>')) (3) where (H) is expressed in pounds per foot of length of the protected Z-Beam.

h similar enginee-ing test data cor elation for the Thermo-Lzg 330-1 fireproofing material applied to steel flat plates and pipes is presented in Figure 2. The equation for the prediction of the required fireproofing matc iaL thickness is given as, I

m I ) <a

< )" 0>" z <FQ) (4) where (M) is expressed in pounds pe sq-ft for the fLat plates. As noted on Figu

~ ~

~ t ~

~ ~

t ~

~ ~

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F 1001 Revision 0 Page 160 Appendix A r for the fireprcofing thickness recui ements fo vazious structural steel Channels, Angles, ."-lat Plates ard Unistruts, as c rrently utili"ed by the Texas Utilit'es Services~ Inc., that ar exposed to heating corditions on 'Bath Sides', the actor (8) is expressed in te~s;of pcunds per scuare foot of suz'face area us'ng one-

. half the olate, section thickness, or angle thickness foz calculation of the mern>>

be" weight per squate fcot pe linear foot of length.

The report reader is cautiored t!mt the .Thermo-wg 330-l fireprcof'ng coating thicknesses reported herein az'e probably the 'minimum'irepzcofing coating thick-

.nesses t!at are available frcm the 'passive the~i coat'ngs'hich have been comme cially approved- Hence, if the coating thicknesses reported here'n are used, they 'will not'e applicable to other ty"es of fizepzcofing coating mater'als.

Zf other materials are conside"ed, the z'ecuired'hickness could v+ frcm moderate increases over the thicknesses presented herein to very large thickness inc eases, depending upon the specif'c material being considered.

(

WVZSSOY hi40 A,SSOCI ATM~ L>C 155

F 1001 Revision g7 Page 161 Appendix A ZZZ ~ CETERA.!XNATXC.'I OF IK RE UX; D FIB PRCOFINC C ATINC TIIIC~IESS, AS A FUNCTION OF THE FIRE EXPOSURE TX:!E ?ERXCD As discussed in the I:ITRCDUCTION to this epart, both the AS' E - 119 Test Hcthcd and the total incident heat fluxes,resulting Exam actual flammable liquid spill fires are widely used Eor the determination of the required fire-proofing coating thicknesses for va ious stzuc uM steeL members. Each aE these two methods are discussed separately below.

A ASTH E - 119 Test Method

~

NOTE: For ease of reference, Appendix (E) pxesents a copy of the

- E - 119 Test'. Nethcd.

'he AS' E - 119 Test,. Hethad utilizes a specific T~emperatura Re-lationship far testing of the Eire zesistive capabilities of the various Eize-praofing coating materiaLs. This Time-Temperature Relationship is presented in Figure 3. As shown, the Test Set-up Internal Aiz Temperatuza starts at the prevailingambient aiz. temperature, reaches a temaeratuxe of 1700 c at the end of the Eizst hour of exposure, a t mperature. of LB50 F at the end of'he second hour of exposure and a tempera'"a of about 1950 F at: the ard of the third haux of exposure. As such, this Time~emperatuze History DOES "IOT fairly represent the Tine temperature Relationship for a typical flacaabLe liquid hydzacarbon spill fire wherein the temperature within the flames zone may very quickLy (within a few SECONDS) reach a value of 2200 F or more depending on the specific fuel.

Thus, as such the AST:4 - E - 119 Test Hathad does not pzovide a uniform target incident heat flux, as wculd a typical hydrocarbon spiLL Eire. For this reasa many Znsu"ance Undermitars'equire a lorg term (up to thxaa hours) Fiza* Rat when apaLying the AST:I - =- - 119 Test 8'hod to hydrocazbcn P ccassing Facilitie .

Hcr~'ever~ using accept:ed engirearing practices~ the Figure L TimaMempezatuze Relatiaiship can ba converted to a Heat cFLuv~iime Ralatianship. Such a relation-ship Eor the.AST.'I - E '- 119 Test Ncthod i" presented in Figure 4. 's shown, the Time Averaged Heat FL<v Ear tha first hour of exposuza is equaL to 24,500 BTU/HR-FcT the TS= Averaged Ircidcnp Heat Flux far the first t"o hours of E a axpasuze is equaL to'34,500 3TU/HR"cT and the T'-a Averaged Total Incident Heat lux fox the fi st three hours of Eire exposure 'is e~L to about 42,000 BTU/cIP.-FT, Using this basis of Time Arexaged Zncident H at FLux; 'the fiza resistive capabilities af a

. given fireproofing material to an equivaLent hydzacazbon spill fiza can be cbtained.

3.. H-drocarbon pool Fire Total Heat Fluves:

~

. Zt NUST be emphasiied tHat aLL hydrocarbon Licuid spilL E "es DO NOT liberate the same total heating effects. As shown by Table Z> different liquid hydracazbcn sp'll fiz'es have vexy different heating effects. For example, a spill fire'invo/ving .".ethanol wiLl only yield a total incident heat flux oE about 12')00 BTU/HR-FT, while a spiLl ire involving X.PC could yield up to 40,000 STU/H%-.T Eor Large diameter spill fixes ( iza die=.etcrs in excess oi 10 meters)..

~

Since the Total IIaat Flux, "F" appears as a Linear term in Equations (3) and (4), it is vexy impo~'ant to kraw the type of ELarmablc Liquid hydrocarbon spill Eire faz'he dateminatian of the required Eix'epraofing material thickness.

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FIGURE:4s,ASTN -E -119 TEST HETJIOD FIRE TEST SET-UP INCIDENT BEAT FLUX LEVEL hS h FUNCTION OP FIRE DURATION/EXPOSURE TIME I

50

'4l

.0 d

40 TIME AVERAGED INCIDENT lfEAT FLUXES g

I ONE HOUR EXPOSURE<:24,500 DTU/hr-ft2 30 %HO HOUR EXPOSURES 34g500

'THREE llOUR EXPOSURE) 42g000 ." ~

20 f4 O

M 0

10

'Q 00 ED lD & C) 0 O CL MP F. Ch 0 0 e0 120 lao TIME - MINUTES

F 1001 Revision 6 Page 164 Appendix A TABLE I SUA~~~RY OF TOTAL CONTACT HEAT FLUXES FOR VARIOUS TYPE HYDROCARBON FLALi)ES TYPE OF FUEL KMZHEi HECT TRANSFER TO A COLD TARGET (BTU/HR SQ-FT)

. HADTAHT " COWi~cCTIVE TOTAL Methanol Acetone 5,000 10,000 ',000. 7,000 12,000.

17,000 Hexane Cyclohexane JP-4:Small Fires 22,500 31,000 23, 700

.. 7,000

',000 7, 000 29,900 38,000 301700 JP-4:Large Fires '1,000 "

l0,000 41,000 Benzol 39,000 7,000 46,000 LPG;Impinging Type Fixes A&&&~ eO .Avg. 64,850

'ZQ:Smak.l Spills 25,500 7, 000 32,500 Rr~ZR ECZS!

l. Atallah, t'ai, S. and Allen, D.S.; "Safe Separation Distances from Liquid Fuel Fires", Fire Technolaa, 1, 47 (1971).

2 ~ Lao, h., "Structural Fire Protection in the Process Endue~

Huildine, 86'-90 {18 July 1969).

3, Heill,. D;T., Helher, J.N., and Sliepcevich, 0 N ,."D.i"ecr Conracr Hear Transfer fran Huayanr Diffusion Flames", J. Fir a~pl, 1 1, 289 (l970) ~

4. Rasbashy D J RogorfskiF Z E and Stark; G.V.V, "propre"ties

~ 3 ~

of Fires and Liquids", Fuel, 35 (1956).

5 . Hader, H.H., "Heat Transfer in Liquid Hydroca-ban Fuel Firesa, Proce'edings, International Symposium for Packaging and Trans-portatiorr of Radioactive Ywterials, Sandia Corporation and U.S. Atomic Energy Commission, SC-RR-65-98, A'lbuquerque, .Qi (iZ-'15 January 1965) ..

6. Anderson, C., Townsend, V., Markland, R., and Zook, J., "Com-

~

pa"ison'.of Various Thecal Systems for the Protection of Rail Cars Tested a't 'the FRA/BRL Torching Facility", BRL interim Memoranda Report Ho. 459 (December 1975), Funded under Fed-Railroad Administration, DCN AR 30026/Req. 731231 'ral

F 1001 Revision 6 Page 165 Appendix A C. Incident Beat Fluxes For Texas Utilities Services, Inc.:

Zn accordance with the directions f om TSZ, Xnc., we have used the follow-ing Xncident Heat Fluxes for the fireprcofing coating thickness recgxirements as reported herein:

.. One (1) Hour Fire Rating: The One '(1) Hour Fire Rating has been based upon the Zncident Beat Flux Level associated with a one (1) hour exposure to the JM-E-LL9 Test Method, as shown by Figure l. As shown, the integrated incident heat flux for one (1) hour,'s exposure to the ASTM-E-119 Test Method to 24,500 3TU/hr-ft . 'ates, Three (3) Hour Fire Rating: The Three (3) Hour Fire Rating has also been based upon the Incident Heat Flux Level assoc-with a three (3), hour exposure to the 'ated AST4t-E-LL9 Test Method, as also shown in Figure

l. As shown, the integrated incident heat flux for. three (3) bout s exposure to the AS'-E- .

ll9 Test Method ecuates to 42,000 STU/hr-ft .

F 1001 Revision 0 Pape 166 Appendix A ZV. STRUC uRAL S acEL .:-:GER PZ"UIR:-D: I%PROOF '.l CC TING THZC~tESSES.

A complete 3istirg of the calcu'ated The ...o-Lag 330-1 fireprcofing coating thicknesses for each of the stoic u al steel ma-.Aers as spec'fied in the letter from Texas Utilities Services, Inc. to LSZ, Inc., dat d 9 July 3.9Sl, is pre-sented in Apcendix (A) to this report.

One (1) and Three (3) Hour P're Ratirg thicknesses or Square Structural Tubing, Rectangular Structural Tubing, Angles, Channels, Wide Flange Seams and a wide variety of Unistwts are presented. The physica3. pzoperties or the Uni-stzut Hembers was taken direc 'y frc "t..lZSTRUT, Genera3. Engineering. Catalog, tlo.

9" forwa"ded to TSZ,. Znc. by Texas Ut'lities Services, Znc., and reforwazded to us by TSX, Znc.

Xt should be emphasized that the Appendix (A) ca3.culated Thermo-Lag 330-1 fi eproofing coating material thicknesses do NOT 'nc'ude a 10 percent aging and weathering allowance in accordance w'th the long te~ Environmental Test Prcgrams conducted by Underwriters'aboratcries, U.S. Army Ba3.1istics Resea ch Lab-oratories a'nd commercial users in the Hydzocazbon (0'1 and Gas) Processing Xndust-ies. To provide aging and weather allowa..ce, coating thicknesses of Appendix (A) s.couid be inc"eased y 10 percent.

Prepared By:

Dr. H. R. lesson, PE President lesson & Associates, Znc.

F 1001 Revision 0 Pape 167 Appendix A I-162

F 1001 Revision 0 Pape 168 Appendix A "DTX (A)

CALC- ~ T..=RMQ-LAG 330-1 SIR=-?RCQFL:G CQATIÃG T..TCZ.rSS=-S PQR STF(.'~i('RAL'T:":-L t"~'!BBBS TSI/-. SZ 1 Hr. 0 3 Hr. AS'19 Fireratings for Struc ural Steel 1 Rr. exposure: P ~ 24,500 Btu/hr 2 t (time-ave aged) 3 Hr. exposure' 42,000 Btu/hrft (time-averaged)

A?PL'ZCMLZ CQRR LATIChS FQR CQATI'iG THICCVc.SSt

1. Stru'ctural Beams.

1/1.72 r

(4T) (R) o.f f 1 514 I Pipe, Tubing, Plate:

(~

2 P E 1/1;3356 (4T) (8) 23 002

~T -1000 - 7O % 930 F Coating thickness lh/fu fu /fu W(lh/fu) 3-hour (in.)'-hour 2x2x3/16'l/4 4.31 0.66 6o47 0. 165 0.642 5.40 0.66 8.10 0.147 0-574

( 3x3x3/16 6.86 1. 00 6.86 0.160 or 623 xl/4 8 80 l.oO 8.80 0.141 0.551 4x4x3/16 9 3X X.33 6.98 0.158 0.618 xl/4 12 02 1.33 9.02 0-139 0.544 x3/8 16.84 1.33 12.63 0.U.7 0.460 6x6xl/4 18.82 2.00 9.41 - 0.136 0.533 x5/16 23.02 2.OO 11.51 0.123 0.481 x3/8 27.04 2.OO 13.52 O.1 1 4 0.445 8x8x3/8 36.83 2.66 13.81 0.113 0.440 xl/2 47.3S 2.66 17.76 0.100 0.388 10xloxl/2 60'5 3 33- 18.29 0.098 0.382 x5/8 79.26 3 33 23.78 0.086 0'. 335 IX RCTMGVLAR STRUCTUEQL TUBING hT <<1000 --'lo << 930'7 Coating thickness-(in.)

Si"e lh/f- M(lh/fu) 1-hour 3-hour

~Sf',oo 8x4x5/16 23. 02'7 11.51. 0.123 0'482 x3/8 '2.00 13 52 0.114 0.444 6x4x3/8 04'1.94

~ l. 66 13o16 0.115 0.'03 0.450 xl/2 27.68 . 1.66 16;61 O.40O I-163

p 1001 Revision 0 page 169 Appendix A ZZZ. At!QFESZ dT 1000 - 70 930'P

~

Vote: exposuze to bo"'l suzfaces assuaged Coating thickness (in.)

pl thk (in.) dT ~ 930'7 Size M(lb/A2 ) 1-haur 3 hour3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> 3x3x3/8 3/16 7.65 0. L51 0 590 34x34x3/8 3/16 7.65 0.151 0 590 xl/2'x4x3/8 1/4 10.20 0. 131 0 511 3/16 7.65 0.151 0.590 xl/2 1/4 10.20 0.131 0 511 SxSx3/4 3/8 15.30 0.107 0.417 x 1 1/2 20.40 0.092 0.361 6x6x3/4 3/8 15.30 O.L31 0.417 x 1 1/2. 20 ~ 40 0.092 0.361 Sx6xl/2 -

1/4 10.20 0.131 0.511 x 1 1/2 20.40 0.092 0.361 Gx4x3/8 '3/16' 7.65 0.151 0.590 xl/2 /4- 10.20 0. 131 0.511 x 1 , 1/2 -20'40 0'092 0-361 ZV. CEZK~M Coating thickness (in.)

W(lb/ft ) dT ~' 930'P Size ~eh t?Jc (in.) (SC% web teak) haur- 3-haur HC 3x7.1 0 '21 6.5'8 0.164 0.638 C 3x4.1 0 170 3.468 0. 225 0.817

.C 4x5.4 0.180 3.672 0.218 0.852 x7;25 0 320 6.528 0.164 0.539 C 6x8.2 0.200 4a080 0.207 0.808'.646 xl0.5 0.314 6.406 0.165 C 8xll.S 0.220 4.488 0.197 0.771 CLCxl5.3 Oa240 4.896 0.189 0.738 V QEDK 3'r 'IGZS dT ~ lOCO - 70 > 930iP Coat'ag tNic!caress (in.)

Si"e 'W(Lb/ft) 1-haur 3-haur W 4x13 13 0.169 0.739 Sx'6 16 0.152 0.666 x'8.5 18.5 0.141 0.619 W 6x8.5 8.5 0.209 0.913 xl5.5 15.5 0.155 0.676 W Sxl0 10 0.192 0.842 xl3 13 0.169 0.739 xlS XS 0.157 0.688 x24 24 0.124 Oa544 xZS 28 O.LES 0.503 W 10xll.S 11. 5 0.179 0.785 xl5 15 0.157 0.688 29 0.113 0.495

F 1001 Revision 0 page 170 Appendix A VZ. VoTBT?UT SECTION: 1000 - 70 ~ 930'c Coating thickness (in. )

M(U)/ft ) 4T < 930'7 (SORY nl thk) 1-doux 3-Hour P LOCO 0.105 0.288 0.283 1.104 1COL 0.105 0.288 0.283 1.104 1001 C3 O. 105 0.288 0.283 1.104 LOC4 A 0.105 0.288 0.283 1.104 P 3000 O. 105 0.288 0.283 1.104 3001 0.105 0.288 0.283 1.104 P SCOO 0.105 0.288 0.283 1.104 5001 0.105 0.288 0.283 1.104 T.-L65

F 1001 Revision 6 Pape 171 Appendix A T.-166

F 1001 Revision 0 Pape 172 Appendix A APPENDIX 7 PRE-BURN INSPECTION I-167

F 1001 Rev5.sion g Page 173 Appendix A I-168

7 1001 Revision 0 page 174 Appendix A APPENOIX 7 PRE-BURN INSPECTION 1.0 FURNACE PREPARATION Oay before test date:

a. The furnace interior will be cleaned of any residual materials from previous tests. The furnace lining will be checked for Cracks, etc.

The calibration status of the furnace temperature thermocouples (thermowells) will be checked and recalibrated if the calibration period has expired. This check will include verification of individual continuity and assuring that they are all connected in parallel for recording the furnace average temperature.

c~ The burners are always checked to insure that all air regulators are free and unobstructed and that the gas supply and igniters are in order.

1.2 Test date:,

L a@ A final check is made of the burners, gas supply and igniters.

b. The Test Engineer is advised of furnace 'ready status.

TEST SLAB SET UP 2.1 Oay before test date:

a. The test slab will be moved from the laboratory and placed on top of the furnace. The furnace/slab interface will be sealed with ceramic fiber blanket such as Kaowool.

If differential pressure is to be applied, the vacuum enclosure will be installed over the test slab and slab/enclosure inter-face sealed. The vacuum blower system procedures will then be fo1 I owed.

C. If differential pres'sure is.not to be applied, the windbreak protective housing will be placed over the test slab and fur-nace.

d. The snubber stack will then be attached to the furnace flue.

2.2 Test date (Vacuum system only)

a. The blower. is started and the required pressure differential is eatablished and indicated on the manometers.

b. A final check for leaks is made from both inside and outside the furnace.

c~ The Test Engineer is advised of the vacuum system ready status.

F 1001 Revision 5 Page 175 Appendix A

~

APPENDIX 7 3.0. OATA SYSTEM SET UP 3.1 Oay before test date: I

a. The thermocouple leads from the furnace average thermocouples and the test slab and the cable. integrity monitoring leads are connected to the data system input panel..

b. The fire exposure data acquisition program loading will be verified.

c. The calibrated thermocouple simulator will be set to 400oF (or any temper ature calibration point as required by the sponsor)and the compensation and linearization program verified.

d. At least one scan of F11 data channels will be performed to verify proper functioning of all channels.

3.2 Test Oate:

a. .Steps 3.1b, c, and d above are repeated..

b. The data system clock will be reset and. the Test of the data system .ready Engineei'dvised status.'.

Oata system will be placed on auto scan upon ignition of the burners and start signal from the Test Engineer.

E-170

F 1001 Revision 0 Page 176'ppendix A

APPEND IX 8 FlRE ENOURANCE TEST PROCEDURE

'F 1001 Revision 0 Page 177 Appendix A

~ =

T.-172

F 1001 Revision 0 pege 178 Appendix A

' APPENOIX 8 RENDU FIRE EHOURANCE TEST 1.0 IREMENTS.

Fire endurance tests shall be performed in compliance with the following standards and guidelines:

1) ASTM E-119 (80)

2) American Nuclear Insurers Bul'letin 85 (79) 2.0 GENERAL The fire exposure will be conducted under the supervision of a Senior Research Fngineer designated as the Test Engineer. Once he has been advised of the ready status of the furnace and the data systen, he will make a final check of the test slab and furnace prior to directing the furnace and data system technicians to ignite the burners and. initiate the data acquisition.

3.0 TEMP ERATURE CONTROL

(' Furnace temperature is normally controlled by manually adjusting the gas flow to the burners. The furnace temperature will be monitored continuously to insure tracking of the ASSAM E119(80) time/temperature curve.

4.0 OBSERVATIONS The unexposed surface of the test slab will be observed for

'enetration by flame or hot gases and the data, which is updated at one minute intervals will be monitored to keep abreast of the condition of the penetration seals, coatings and cables.

'I 5.0 OOCUMDi TATION In addition to the thermocouple and cable integrity data recorded by the data system, the-Test Engineer's observations and record of events as they occur will be documented with the use of a miniature tape recorder which the Test Engine r. carries throughout the fire exposure period.

1-173

F 1001 Revision 3P Page 179 Appendix A

~ r t

I E-174

F 1001 Revision g Page 180 Appendix A APPENDIX 9 HOSE STREAM TEST PROCEDURE I-175

F 1001 Revision 6 Page 181 Appendix A E-176

F 1001 Revision 0 Page 182 Appendix A

' APPEHDIX 9 HOSE STREAM TEST 1.0 REQUIREMEHTS Hose stream test shall be performed in compliance with the following standards of guidelines:

1) ASTM E-119-80

2) American Huclear Insurers Sulletin ~5 (79) 2.0 PRE-REqUIS ITES I) The cables shall remain energized, and circuits shall continue to be monitored for the duration of the Hose Stream Test.

2) Acceptance criteria per reference 4.3.2 (maintain cir-cuit. integrity and continuity) apply to Hose Stream Test.

3.0 EgUI PHEHT Actuaj fire fighting equipment will be used to perform the hose stream tests. An International/Howe 500 gpm pumper provides a controlled water stream. A Sourdon tube type pressure gage,

(. installed at the base of the nozzle, is used to set the nozzle pressure and a Rockwell Type SR utilities type flowmeter is used to monitor the stream flow rate.

4.0 PROCEDURE

\

I. Imediately prior to applying the hose stream to the test assembly, the water stream will be adjusted for the required nozzle pressure and flow rate. It will then be directed to the exposed side of the test assembly which has just been removed from the test furnace. The hose stream is normally directed first at the center of the test assembly, then grad-ually working outwards to uniformly cover the entire test assembly. Hose stream application time shall be 2Q minutes.

One of the following stream configurations shall be used.

(1) The stream shall be delivered through a two and one-half (24) inch national standard playpioe, equipped with one and one-eighth (1 I/8) inch tip, nozzle pressure of thirty (30) pounds per square inch, located twenty (20) t fe from the system.

(2) The stream shall be delivered through a one and one-half (14) inch nozzle, set at a discharoe angle of thirty (30) degrees, with a nozzle pressur of seventy-five (75) pounds per square inch, and a minimum discharge of seventy-five (75) gallons per minute with the tip of the nozzle a max-imum of five (5) feet from the system.

(3) The stream shall be delivered through a one and one-half

'(1>) inch nozzle set at a discharge anole of ifteen (I5)

I-177

F 1001 Revision 6 Page 183 Appendix A APPENDIX 9 Page 2 of 2 (3) (Con't) degrees with a nozzle pressure of seventy-five (75) gallons per square inch, and a minimum discharge of seventy-five (75) gallons per minute with the tip of the nozzle a maximum of ten (10) feet from the system.

I NOTE'. (1) is the preferred .test per ANl 8ulletin:-"5 (79) 1-178

F 1001 Revision 0 Page 184 Appendix A APPENDIX L.O DATA SYSTEM I-179

F 1001 Revision g Page 185 Appendix A 0-I-180

F1001 Revision O Page 186 Appendix A

, APPENDIX 10 DATA SYSTEM 1.0 SYSTEM COMPONENTS A 200 channel microcomput r controlled digital data acquisi-tion system as shown in the block diagram FOSG-F1, contained in this Appendix will be used to record the thermocouple data from the test penetrations, the furnace temperature, and the cable integrity.

This system is comprised of a 88F Instruments Model SY256 Oata Logger integrated with a Cromenco System III Microcomputer, a TEC Model 1440 Terminal, and a Cromenco Model HOO Disc Memory with a 10 megabyte capacity. Redundant data storage is pro-vided by a memodyne Model 3738 Cassette Recorder.

2) A Doric Model 403 A407E Thermocouple Simulator/Calibrator shall be used to insure accuracy of the data and provide data system calibration traceable to NBS. The calibration unit is con-nected to the thertnocouple inpgt panel arid serves to provide a reference temperature of 400 F to the microcomputer can then correct for any drift of the data logger as it processes the data for storage.

zo DATA ACQUISITION Ouring the fire exposui e period, the thermocouples will be scanned at the rate of 20 channels per second at one minute intervals. The 'millivolt signals from the SY256 will be linearized and compensated by the microcomputer, displayed on the terminal's CRT, and recorded in disc menory and the cassette recorder for subsequent analysis and plotting.

3,0 DATA PROCESSING Upon completion of testing, the data will be transmitted via a hardwire line to the Testing Laboratory Central Computer Facility where a COC Cyber .171 will process the data and place it on a CDC 844-41 mass storage hard disc for permanent storage. The data will then be retrieved and transmitted to a Tektronix Model 4054 Graphic Computing System where it will be converted to graphic formatting comnands and output to a Tektronix Model 4662 digital X-Y Plotter uhich will produce an individual graph for each of the test penetrations.

2) The Cyber 171 will also format the data for tabular print listings and transmit it to the Division remote batch facility for printout on a CDC Model 1827-30 line printer.

These graphs and tubular data will then be included in the test reports.

1-181

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Co)np))ter 1 acl lity lteport (srapl)o Mc)ondyno cnc Tab)) lar 3703 Cat) oct to CDC ll<<-<l l027-30 ill c w Data WAS ftncnrde r Maan L

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F 1001 Revise.on 0 Page 188 Appendix A APPENDIX 11

'QUALITY CONTROL QUALITY ASSURANCE PROCEDURES FOR PRODUCT NNUFACTURE AND PRODUCT APPLICATION FURNISHED FOR REYIEM UPON REQUEST X-183

F 1001 Revision Page 189 Appendix A

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F 1001 Revision 0 Page 192 Appendix A "HELTP'OLT PROCZDURZS

F 1001 Revision D Page 193 Appendix A T.-188

F 1001 Revision 0 Page 194 Appendix A BROMN & ROOT, IHC. INSTRUCTION EF r ECTIY E,"

CPSES NUMBER REYISION OATE PAGE.

D47es JOB 35-1195 CEI-20 2/11/81 lof 9 TITLE: ORIGINATOR:

INSTALLATION OF "HILTI" DRILLED-IH REVIBKD BY:

8&R

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&~8i OAT BOLTS 5 0 i<

APPROYED BY:

CONSTRUCTION PROJfCT lNANAK o.i TABLE OF CONTENTS

1.0 REFERENCES

2.0 GENERAL 2.1 PURPOSE 4v<'~c 2.2 SCOPE 2.3 RES PONS IB ILITY 2.4 DEFINITIONS C 3.0 3.1 3.1.1 PROCEDURE TNSTALLATION Locatin Bo 1 ts ( y("

3.1.2 3.1.3 3.1.4 3.1.5 Reaair of Broken Concrete and Abandoned Holes 3.1.6 Mods >cation 3.1.7 2-I '

I 2 2 3.2 INSPECTION o.ii ATTACHMENTS ~

Ho. 1 Minimum Spacing Between Hilti Expansion Bolts Ho. 2 t Minimum Bol Cl earances Ho. 3 Minimum Clearances to Embedded Plates No. 4 Length Identification System

1.0 REFERENCES

B&R Construction Procedure 35-1195-CCP-12, Concrete Patching, Finishing and Preparation of Construction Joints" "Hilti Kwik-Bolt Testing 1.2 IM-13966, Program".

1.3 TUF-4593, (May 22, 1978) 1.4 B&R equality Assurance Procedure CP-gAP-16.1, "Control of Nonconforming Itans".

F 1001 Revision Q Page 195 INSTRUCTION +F+ Apendix A BROMN & ROOT, INC. NUMBER RE'/IS ION DATE PAGE CPSES JOB 35-1195 CEI-20 2/11/81 1.5 TUSI Procedure No. CPP-EP-1, "Procedure for Preparation of Design Changes".

1.6 35-'1195-IEI-13, B&R Instruction "Calibration of Mfcrometer Torque Wrenches".

1.7 CP-QP-11.2, TUGCO Procedure, "Surveillance and Inspection of Concrete Anchor Bolt Installations".

1.8 QI-qP-11.2-1, TUGCO Instruction, "Concrete Anchor Bolt Installation."

1.9 qI-gP-11.2-3, TUGCO Instructfon. "Torquing of Concrete Anchor Bolts"'.

1;10 gI-(P-11.2-4, TUGCO Instruction; "Inspection of 'Hflti" Super 'Kwik Bol ts".

2.0 GENERAL 2.1 PURPOSE 2.1.1 The purpose of this fnstructfon fs to describe the methods to be

..followed.fri the field installation of Hiltf drilled-in expansion anchors.

2.2 SCOPE 2.2.1 This instruction covers the location and preparation of expansion t bolt holes, installation of the expansion bolts, and the permanent marking of bolts for identificatfon both prior to and after their installation. The protfsfons of this instruction apply to both Hilti Kwfk-Bolts and Hiltf Super Kwfk-Bolts that are used for installation of safety-r elated equipment, and for the installation of non-safety-related equipment located in.safety-related structures.

Deviations neeringg from this instruction are permitted provided they are properly approved by the Engineer.

2.3 RESPONSIBILITY 2.3.1 Establishment of control'points and lines for use in layout of bolt locations shall be the responsibility of the B&R Field Engi-Superintendent. Determination and marking of bolt hole location shall be performed by the craft which prepares the holes and installs th'e bolts; and the superintendent of that craft shall be responsible for this layout work and for preparation of holes and bolt installation.

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F 1001 Revision @

Page 197 Appendix A INSTRUCTION BROMN 5 ROOT, INC. NlÃ)BER REVISION OATE PAGE CPSES 35-1195 JOB CEI-20 2/11/81 '4of 9 The above minimum anbedment lengths are into structural concrete.

'On floors wher e 2-inch thick concrete topping (and thicker on roof slabs built up to slope to drain) has been placed separately, bolts shall be of sufficient length to provide'nbedment length or overall length at least equal to the thickness of the topping fn addition to the length shown on the drawings. For f1oor mounted pipe supports only, the engineer shall evaluate the support for sufficient embedment length on a case-by-case basis. The areas where this topping occurs are shown on the following drawings:

Drawfn Ho.  : Sheet Ho. ~But Idfn FSC-00421 1 Fuel FSC-00421 2 Fuel FSC<0422 1 Reactor ~1 FSC.-00422. 2 Reactor 81 FSC-00422 3 Reactor,-.l FSC-00422 Reactor 81

'SC-00422 5 Reactor ~1 FSC-00423 1 Auxi1 fary FSC-00423 . 2 Auxilfary FSC-00423 3 Auxiliary FSC-00423 w Auxi1 iary.

FSC-00423 5 Auxiliary FSC-00423 6 Auxfliary FSC-00423 7 Auxiliary FSC-00423 a Auxiliary .

'SC-00423 9 Auxiliary FSC-00424 1; ~

Safeguard 8X FSC-00424 2 Safeguard 81 FSC-00424 3 Safeguard 81 FSC-00424 4 Safeguard 81 FSC-00424 5- Safeguard r1 FSC-00424 6 'afeguard ~1 FSC-00426 1 Service Mater Intake FSC-00425 1 Safeguard >2 FSC-00425 2 Safeguard 2 FSC-00425 3 Safeguard 42 3.0 PROCEDURE 3.1 INSTALLATION 3.1.1 L~fl 1 3.1.1 1 Bolt'ocations shall be determfned by the installing craftsmen using the control points and lines established by the Field Engineering Department; and, as an aid in locations where rein-forcfng steel integrity is considered to be critical, utiliza-

F 1001 Revision 0 Page 198 Appendix A IltSTRUCTIOH EFFECTIVE 8ROWH & ROOT,. INC. NUt)BER . RE'IISIOH OATE PAGE CPSES JOB 35-1145 CEI-20 2/11/81 Gof 9

. tion of reinforcing steel placement drawings=and suitable rein-forcement detection equipment may be used. The minimum spacing and/or clearance for expansion bolts shall be provided as in-dicated'in Attachments 1, 2 and 3 unless specifically approved

'otherwis'e by the Engineer using appropriate design documents.

3.1.2 i ttlhtH1 3.1.2.1 Expansioh bolt holes shall not be drilled into structural rein-forcing 'steel unless approved by the design engineer or his repre-sentative. Holes for the expansion bolts shall be drilled into concrete by the use of suitable power drills using "hilti" carbide masonary bits of the same nominal size as the bolt and which are designed and recommended by the Hilti Corp. specifically for this purpose, or an approved equal. The holes shall be drilled to depths at. least one-half inch greater than the embedment length of the bo1t; This is in order that any unusable bolts can be cut off and driven. deeper into the hole and the top covered with grout or other suitable filler to close the hole.

3.1.2.2 Holes shall normally be drilled as near the perpendicular to the concrete surface as feasible. In no case shall the Iong axis of installed bolts be more than 6 degre s from this perpendicular direction. Excess dust should be cleaned from the hole after drilling..

3.1.2.3 Where cutting of structural reinforcing steel is permitted by the

'ngineer, Orillco water cooled carbide/diamond bits or equal shall be used. Once. the structural reinforcing steel is cut, the renainder of the hole shall be drilled with a "Hilti" carbide masonary bit per 3.1.2.1. Bolt bits shall be of the same nominal diameter as the bolt to be installed.

3.1.2.4 In limited access areas it may be difficult to drill holes for expansion bolts using equipment a's required by 3.1.2.1. For this situation, a flexible drive drill with di ill press/vacuum base and Or illco water cooled carbide/diamond bit or approved equal may be used. Caution shall be used when dril.ling to avoid the cutting of structural reinforcing steel. In no case shall struc-tural reinforcing steel be cut without prior approval of the Engineer .

3.1.3 Harki n Hol ts 3.1.3,1 'The threaded end of bolts shall bear permanent markings which indicat the bolt length.

F 1001 Revision Q Page 199 A endix A INSTRUCTION Kt l.tt.iPPiVl:

BROW h ROOT, INC. NltBER RFIIS ION DATE PAGE CPSES

. COB 35-1195

~

CEI-20 2/11/81 6of 9 I

3.1.3.2 These markings sha11 he made by the manufacturer by die-stamping a letter or a number on the top. end of the holt. This stamping shal1 indicate. the bolt length fn accordance with the "k.ength Identification System" (Attachment 4). Bolts may also be marked on-site by the same system if verified and documented by BM gC.

3.1.3.3 Hi1tf Super Kwik Bolts shall be additionally marked with a "star" on the end which wi11 remain exposed upon installation. This marking will be performed by the craft in a manner which does not obliterate the length marking. The stamp shall be controlled by the cognizant gC Inspector.

3.1.4 ~8 3.1.4.1 In'o,case shall bolts be set in concrete. having strength less than the 28-day old design strength. Inserting bolts may be accomplished either by use of a 'mandrel or double nuts. In using double nuts, they shall be placed on the holt so as to protect the holt end and. threads. The holt shall be dt fven'into the hole the embedment length by blows on the mandrel or nut. Projection of the bolt should be such that,, after final tightening, the end of the holt is not lower than flush with the top of the nut. Its projection above the top of,. the nut fs not limited although its change fn projectfon during tightenfng shall be within the limit specified below. The mandrel, if used, is then replaced by a rut, or the top double nut is renoved and the bolt fs "set". The setting will be accomplished by tightening the nut against the fixture being installed. At that time, the nut will be drawn down .

and the bolt pul1ed to set the wedges by the use of a torque wrench, attaining at least the respective final values. shown in the following table unless otherwise shown on the drawings. During tightening the nut, the change in holt projection shall not exceed one nut height unless otherwise approved by the engineer. Mhere 5/8" diameter bolts are used in erecting Unf-Strut menbers in such a way that the bearing surface under the nut, used with a flat washer, hears against the open side of the Uni-Strut, the nut shall be tightened to 80-foot-pounds torque.

BOLT SIZE ~TOR UE ,(Ft.-Lbs) 1/4 8 3/8 17 1/2 70 74 5/8 120 3/4 150 1 230 gZcPW~~

1 1/4 400 y<jrgI p <

4~7$ -gg Z 4

~7OS

F 1001 Revision D Pape 200 Appendix A

, INSTRUCT IOtl EFFECTIVE BROWN & ROOT, INC. NUt>GER RE'/IS ION DATE PAGE CPSES JOB 35-1195 ,CEI-20 2/11/81 7of 9

\

These values were. determined by field tests conducted by Hilti at the CPSES site which yielded .ultimate pull-out strengths equal to or greater than those originally suggested by Gihbs & H-;ll, Inc.

The complete report on those tests is filed in the B&R gC Depart-ment. (Ref. CPPA-7240 or B&R IM-13966).

Bolts which cannot be torqued to the above minimum values shall be cut off, driven de per inta the hole, and patched per Reference 1. 1.

Torque wrenches used in this operation shall be calibrated and periodically recalibrated in accordance with Engineering Instruction 35-1195-IEI-13, "Cal ibration of Ncrometer Torque Mrenches",

Reference 1.6.

C 3.1.4.2 For Hilti expansion bolts that slip, loosen or pull out, the boIt shall be removed and replaced with a bolt that has an embedment depth increased by at least

~

~ holt diameter for Hilti Kwik-Bolts and bolt diameter. for, Hilti Super Kwik-Bolts unless otherwise directed by the Engineer. gC shall be notified prior to commencing d'or k.

'.1.5 Renair of Broken Concrete and Abandoned Holes

3.1.5.1 Structural concrete that is broken or spalled as a result of holt installation but is structurally sound shall be cleaned up and may be cosmetically repair ed either in accordance with Construction Procedure CCP-12, or by the use of "NUTEC" 911S as manufactured by and according to the recomnendations of Southern Imperial Coating, Inc. Spalling of structural concrete to depths greater than those listed below shall be cause for rejection of the hole and r edrilling will be necessary.

Max. Acceptable Hole Size S a Oeoth 5/8" and under 1/2" 3/4" to 1 1/4" (Incl.) 3/4 II Spalling of the 2" topping in areas described in Section 2.4.5 shall be cleaned up and repaired in accordance with Construction Procedure CCP-12 using material described in Section 4.1.2.7 of

.CCP-12. Maximum spall depth is not to exceed depth of topping.

3.1.5.2 Abandoned holes shall be filled and patched prior to coating the .

concrete. This repair. shall be in accordance with provisions of B&R Construction Procedure 35-1195-CCP-12 for filling "Tie Holes" by the use of patching mortar prepared as described in paragraph 4.1.1.2 of that procedure. However, abandoned OVERHEAO holes, or'iginally drilled for Hilti expansion bolts, which will be comp-pletely covered by the base plates or angles of attached fixtures

F 1001 Revision 5 Page 201 Appendix A IHSTRUCTIOft EFF ECTI YE BROMN 5 ROOT, INC. NUMBER REYISIOH OATE PAGE CPSES JOB 35-1195 CEI-20 2/11/81 and which are farther than four bolt diameters (center to center) from an active Hilti bolt, may be filled with "Silpruf" water-proofing sealant or "GE 1300", both as manufactured by General Electric., Inc. Holes located at a distance of four bolt diameters and closer, measured center-to-center, from Hilti bolts filled'nd patched according to Procedure 35-1195-CCP-12 shall be described above prior to torquing.

3.1.5.3 Unused Richmond Screw Anchors which have- been plugged by Richmond screw-in plugs may be used for permanent anchorage only after specific approval, by the G5H Engineer or his designee.

3.1.6 Modification

'.1.6.1 When it is necessary, as the result of reinforcing ste I inter-ference or on-site unavail'ability of correct .length bolts or for ether reesan, Hi1ti bo1ts mey be modified, with proper gC rrltnessing,~

on-site by shortening, rethreading, and stamping the new length designation. This shall be done only on a case-by-case basis upon approval of the design engineer responsible for the fixture or involved and upon completion of a Component Modification Card it (CNC) or by revising the FSE. Final bolt length shag be sufficient to satisfy the design requirement.

3.1.6.2 Substitution of a Hilti bolt of the next larger size is. acceptable,

. provided all spacing and embedm'ent requirements are met or exceeded for size Hilti bolt substituted.

3.1.7 Rework of Bolts in 2-inch Concrete Toooin Areas 3.1.7.1 For areas in which the requirements of Section 2.4.5 cannot be met, the following action shall be taken:

3.1.7.1.1 Expansion bolts which after setting have. less than the below indi-cated embedment length into the structural concrete shall be reworked as follows:

~gelt T e Embedment After Settin Kwik-Bol t ~ bolt diameters Super Kwik-Bolt ~ bolt diameters

F 1001 Revision 0 Page 202 Appendiz A INSTRUCTION EFFECTIVE SRONi 5, ROOT, INC. NtNBER REVISION OATE PAGE CPSES JOB 35-1195 CEI-20 7 2/11/81 9of 9

a. Existing location

1. Bolt Removal - The removal of in-place expansion bolts shall be completed with care so as not to damge the concrete, thereby impairing its integrity. A hollow core hydraulic ram placed directly over an appropriately sized baseplate which is centered on the bolt may be used to apply direct tension to pull the bolt through the ex-pansion wedges. The baseplate should be a Q inch thick square plate af a minimum of ld expansion balt diameters in width, bearing directly against the concrete surface.

2. Once the bolt is removed, use a high speed drill and bit to drill through the wedges renaining in the side of the hole. Remove any loose wedges.in the hole.

3. Using approprfat'e equipment, re-drill existing expansion bolt hole so that the new embedment depth is a minimum of

~ bolt diameters for Hilti Kwik-Bolt or A bolt diameters for Hilti Super-Kwik Bolt greater than the previous existing embedment depth, whichever is greater unless otherwise directed by the Engineer by appropriate design documents.

4. Reinstall the appropriate sized expansion anchor to meet the required embedment depth.

. b. Relocation - Abandon existing expansion anchor bolts and re-locate. support structure. Abandoned bolts shall be cut off, driven de per into the hole, and patched per Reference 1.1.

i 3.1.7;1.2 Expansion bolts which have less than the specified designed em-bedment depth into structural concrete but greater than the values indicated above in 3.1.7.1.1 shall be evaulated by the responsible design engineer. If. found to be acceptable "as-is", appropriate design change documents shall be issued. If found to be unacceptable, the expansion bolt shall be reworked in accordance with 3. 1.7. 1. 1 aors b.

3.2 ~

INSPECTION 3.2.1 Inspection of Hilti bolt installation shall be perfortned in accordance with References 1.6, 1.7, 1.8, 1.9 and 1.10 and other applicable gA/gC procedures and instructions.

F 1001 Revision 0 Page 203 Appendix A IlLSTRUCTIOft EFFECTIVE NUMBER REYIS ION GATE PAGE BROWN 5 ROOT, INC, CPSES 35-1195 JOB CEI-20 2/11/81 lof I ATTACHMENT 1' MINIMUM SPACING BETWEEN HIL'TI EXPANSION BOLTS Hi t Bolt CENTER TO CENTER SPAC ING TO:

Size /4' t1 3/8"Hi ti 2' t1 i ti 3/4" i ti "Hi ti /4"Hi ti 1/4 2 1/2 3 1/8 3 3/4 4 3/8 5 6 1/4 7 1/2 5/16 2 13/16 3 7/16 4'1/16 4 11/16 5 5/16 6 9/16 7 13/16 3/8 3 1/8 3 3/4 4 3/8 5 5 5/8 6 7/8 8 1/8 1/2. 3 3/4' 3/8 5 5 5/8 6 1/4 7'/2 8 3/4 5/8 4 3/8 5 5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 3/4 7/8 5

5/8 6 5/8 1/4 6

6 1/4 7/8 6

7 7/8 1/2 7 1/2 8 1/8' 8

9 3/4 3/8 io 10 5/8

~

1 6 1/4 6 7/8 7 1/2 '8 1/8 .8 3/4 10 11 1/4 1 1/4 7. 1/2 8 1/8 8 3/4 9 3/8 10 11 1/4 12 1/2 Osmensson sn inches.

The minimum spacing outlined in the above chart applies to Hilti bolts detailed on separate adjacent fixtures. Yiolation of minimum 'spacing by the installation of two separate adjacent fixtures will be approved only by issuance of design'hange documents by the CPPE design groups.

Hilti bolts detailed on an individual fixture drawing may have less than the minimum spacing tabulated above. Such fixtures have been derated by engineering justification and are the responsibility of the organization issuing the respective fixture drawing. Installation in this case shall proceed in accordance with the fixture drawing.

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F 1001 Revision 0 Page 205 Appendix A ION EFFECTIVE BROQl & ROOT, INC. NUf1BER REVISION DATE PAGE 35-1195'NSTRlJCT CPSES JOB CEI-20 7 2/11/81 ATTACHMENT 3 MINIMVM CLEARANCES TO EMBEDDED PLATES

1. Where embedded steel plates are unoccupied by attachments for a minimum distance of 12 inches on both sides of a proposed Hilti Bolt location as shown below, the center of the bolt may be. a minimum of 2 inches from the edge of the plate Z .4/ix 'Z,Pirt.

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2. Where the embedded steel plates are occupied by attachments within minimum distances shown above, the minimum clearance to Hilti Anchors be as follows: 'hall Hilti Anchor Nelson Stud Edge of plate Size to Hilti Anchor to Hilti Anchor 1/4 5 1/4 3 3/4 3/8 5 7/8 4 3/8 1/2 6 1/2, 5 5/8 7 1/8 5 5/8 3/4 7 3/4 6 1/4 9 7 1/2 1 1/4 10 1/4 8 3/4 Dimensions are in .inches.

Distance measure ed with reference to center of bolts and studs..

Where location of the. nearest Nelson Stud can be determined from the "S" stamps un the embedded steel pIate, the minimum canter-to-center clearance to the Hilti Anchor as shown above shall govern. Where location of the nearest Nelson Stud cannot be so determined, the minimum clearance to Edge of Plate" as shown above shall govern.

F 1001 Revision 206 G'age Appendix A INSTRUCTION EFFFCTI YE BROWN 8 ROOT, INC. NUMBER RPJ.IS ION OATE PAGE CPSES JOB 35-1195 I of CEI-20 2/11/81 1 ATTACSlENT 4 LENGTH IDENTI,FICATION SYSTEM Stamp On Len th of Anchor Inches Anchor from Up to Not inc uding)

A I I/2 2 B 2 2 I/2 C 2 I/2 3 D 3 3 I/2 E 3i2 4 4 1/2 4 I/2 5 5 .5 I/2 5 I/2 6 6 6 1/2 K 1

'L. 7 7 I/2 M 7 I/2 8 N 8 8 I/2 0 812 9 9 912 9 I/2 10 R 10 11 S 11 12 T 12 13 13 14 14 15 15 16 16 17 17 18 18 19 NOTE: 1. Stamped letters shall be on top (threaded) end of bol t.

Z. Bolts of 19-inch length and greater shall be stamped with numbers corresponding to the bolt length in inches in the same manner but instead of the stamped letters as listed above.

F 1001 Revision 6 Page 207 Appendix A

F 1001 Revision 6 Page 208 Appendix B APPENDIX B

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F 1001 Revision D Page 209 V

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.V V TECHNICAL SPECIFICATION C V CC C

V gE FIRE INSUZATICN BARRIER 0

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/25/8 Inmrp. PLB-13563, ECR-E-,5486 add ne n/a n/a No. 'ATE REVISIONS IIV DESIGN SU)'V ENG'R fROJ ENGA ALE Of SIGNED W a DRAWN CXIEF ENGR iOGNo. 8856 SUSQUEHANNA STEAM ELECTRIC STATION SPEC/OES GUIOE NO, REV.

UNITS 1 h 2 HAEC+ PENNSYLVANIAPOWER 4 LIGHT COMPANY 8856-E-61 8856-S- I3 (8/73) 1 Cei //1

e Sgecificat"'on 8856-E-61 Revision ~

rj F 1001 Revision Q Page 210 Appendix B TECHNICAL SPECXFXCATXCN FOR'LECTRICAL RACFrVZ FIRE XNSULATICN BARRIER MATERXALS a.o 2.0 NZK INCLUIXD 3.0 hQRK NOZ INCLUlXD 4.0 CODES AND STANDARDS 5.0 CCNDXTICNS CF SERVICE 6.0 iXSIM MD CONSTRUCTICN 7.0 INSPECZION AND TESTS 8 0 IXLIVERF AND EKVRDGS 9.0 SHIPPING 10 ~ 0 PRODUCT ASSURMCE REQUXREMENIS 3.1.0 WARKKZIES P-156/3-2

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Specification 8856-E-61 Revision i F 1001 Revision 0 Page 211 TECHNICAL SPECIFICATION Appendix B EOR ELECZBICAL RACEHAY FIRE INSULATICH BARRIER bSZERIALS 1.0 SCOPE 1.1 This specification describes the requiranents for raceway insulation materials for the Susquehanna Nuclear Pomr Station Unit 1 and Unit 2 in accordance with the performance, design an2'est criteria r~arents described herein.

1.2 It is not the intent to specify herein all details of design and construction. It shall be the responsibility of the Seller to insure that the materials have been designed and fabricated in canpliance with this specification and with all doc~nts referred to herein as well as in accordance with gccd engineering practI.ce e 1;3 'In the event of an apparent conflict between requirerents of the specification and those of the Purchase Documents, or any

( 1.4 of the attached specifications, the SeLler must bring the conflict to Buyer's attention for resolution.

All materials shall be suitable for the specified service and shall be subject to the approval. of the Buyer. Substitutions for articles or materials shall not be made without the specific written consent of the Buyer.

1.5 The Seller shall have full responsibility for ccmpliance with the requiremnts of these specifications.

1.6 Fire stops, in walls and flcors at cable tray and conduit penetrations, are not part of this specification.

2.0 NDRK INCLUDED Furnish all the necessary insulating materials,, installation details, tools, equiprant and services required for insulation of. electrical raceway for the fallowing:

Fire breaks

2. Exposure fire barriers

3. Separation barriers as described in this specification.

3.0 N3RK NOZ 'INCLUDED

' 3.1 The Buyer shall 3.2 install all materials sp.cified.

Unloading and storage of all materia1s specified.

P-156/3-3

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~ ~ Specification 8856-E-61 Revision 1 F 1001 Revision<1 4 0 CODES AND STANDARDS Page 212 Appendix B 4.1 We materials specified herein shall conform in a11 respects with applicable federal, state, and local laws, and regulations of U.S. Department of Labor Occupational Safety. & Health Administration, 'Ihe Connnnwealth" of Pennsylvania,, and other

~

. local regulatory kodies having jurisdiction oyer. such materials, t

in ef fect at the )me of award ..

I 4.1.1 In the event. of any c'onflict of codes. or .standards, the following priority sequence shall be followed:

4.1.1.1 Nuclear Regulatory Ccnmission Beg. Guides and American Nuclear Insurers .(ANI) .

4.3..1.2 U. S. Dept of Laker-Occupational Safety and

. Health Standards.,

4.1.1e3 Ccmmnwealth of Pennsylvania Regulations.

4.1.1.4 Bechtel Specif ication Seller shall contact the Buyer for. resolution of all conflicts.

Note:

Latest issue of specifications, standards and codes means the issue (including latest addenda) in force at the date of purchase order. Adoption. of. any, case rulings or interpretations or any subsequent addenda issues shall be subject to Buyer's approval prior to their use.

5.0 CCNDITICNS OF SERVICE (outside containment only) 5.1 Normal Environment:

Ambient Tetrtperature. 40'o 105'F with occasional increases to 120'F.

5.2 Environmental Radiation:

Shall be. capable'od continuous operation under the conditions stated above and shall be le to withstand an integrated radiation dose of 5.3 x 10 rads gamta radiation aver a 40-year period without failure. Radiation damage shall be construed to mean a detrimental change in the functional properties of the material or devices. Any exceptions must be approved by the Buyer.

6.0 DESI'ND CCNSIK3CZXCN 6.1 Fire Break Design 6.1.1 'Ihe purpose of Fire Breaks is to stop upward propagation of fire in vertical and horizontal covered cable trays.

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Specif ication 8856-E-61 Revision F 1001 1'.1.2 Revision 0 Fire Breaks shall be insta l i Pape 213 trays every 15 ft. ard Appendix B covered tray'. ~ ~

6.1.3 Fire Breaks shall be made frcm a Insulation Blanket and mastic coating,, or an approved equal, see Sect. 6.7.

6.2 Pire Break Construction (Typical For Insulation Blanket Material Only) 6.2.1 Pire Breaks'shall cxepletely encapsulate the cable tray 6.Z.2 Zf the cable tray is not covered and is not completely.

filled with cables, Insulation Blanket, the same width as the cable tray shall be inserted over the cables in sufficient layers to'ring the outer surface of the Insulation Blanket even with the top of the tray sides.

6.2.3 One layer of Insulation Blanket wi11 then be mmpletely around the cable tray,.with'a minimum of wr~ 3 inches of overlap of adjacent blankets and blanket ends. The blanket shall be secured with stainless steel straps'n 12 inch centers.

6.2.4 'Ihe open. ends to ll ~y of the Fire Break shall be packed a 1/2 inch wet thickness so as to completely seal the cable tray/cable/Insulation Blanket interface.

with 6.3 Ennsure Fire. Barrier Design 6 3.1 Exposure Fire Barriers shall be installed on electrical e trays, con units and junction/terminal boxes at locations specified per Fire Protection Review drawings (10 CPR 50 Append. R).

6.3.2 Excosure Pire Barriers shall be made by encasing the cable trays, co units and gunction/terminal boxes in one hour rated barrier. system consisting of Insulation Blanket, or BIl approved equal g see sect+ 6 ~ 7 ~

6.3.3 'Ihe purpose of Exposure Fire Barriers is to prevent damage, during a 1 our complete engulfment fire, to electrical cables serving one division of equipment required for safe shutdown of the plant.

6.4 Exposure Fire Barrier Construction (Typical For Insulation Blanket Material Only) 6.4.1 Exposure Pire Barriers shall compLetely encapsulate. the indicated cable tray or conduit for the entire length specified.

6.4.2 If the cable tray is not covered and is not completely filled with cables, Insulation Blanket, the same width as the cable tray, shall be inserted over the cables in sufficient layers to bring the outer surface of tHe Insulation Blanket even with t"..: top of the tray sides.

Specification 8856-E-61 Bevision 1 F 1A01 RevisionQ Pape 214 6.4.3 The interior layer of the Insulation Blanket shall wrap Appendix B ccmpletely around the perimeter of the cable tray with the ends of the blanket overlapoing a minimum of 3 inches.

Adjacent blankets shall be placed tightly together so as to prevent any gaps in the butt joints'etween blankets.

This layer shall be held in place by High Performanc Filament Tape spaced not mre than 14 inches apart and not less than 4 inches fran butt joints.

6.4.4 'Ihe exterior layer of Insulation Blanket shall wrap comp-letely around the perim ter of the interior layer and must also have a minimum 3 inch overlap. The overlap of the exterior layer shall be offset fran the overlap of the interior layer but still ranain on the top of the tray.

The exterior layer blankets shall be installed such that the butt joints between adjacent exterior blankets are offset at least 12 inches fran the butt joints between interior blankets.

6.4 5'Ihe exterior blankets shall be secured in place by stainless steel straps ins'tailed not more than 14 inches apart and not less than 4 inches fran exterior butt joints. The tensioning of the straps shall be sufficient to hold the blanket snugly in place without causing any sufficient cutting of, or damage to, the blanket material.

6.4.6 A protective outer wrap of Aluminized Zetex is to be secured independently of the Racial blanket with Polyken 237 tape.

This outer wrap whall be installe of ter the stainlees steel straps. The-blanket shall have a minimum 3 inch overlap. The overlaps in the outer wrap shall be offset from the overlaps in the previous layer but still remain on top of the tray. A single layer of Polyken 237 tape will be made over all joints (The above is typical for all barriers constructed with Insulation Blanket Material E~eool) 6.4.7 Hhere adjoining cable tray or conduit or. tray support members attached to, or come into contact with, the tray to be pro-tected, the attamiag or contacting member shall also be wrapped with tm layers of Insulation Blanket as necessary to ensure canplete coverage of the protected tray. No gaps or openings shall be allowed.

6.4.8 Conduits mounted on exposed unistrut shall be insulated in the same manner as cable trays, except that no filler blanket is required.

6 '.9 Conduits vaunted on embedded unistrut, flush to a wall, shall be covered with two layers of Insulation Blanket.

The blanket shall extend a minimum of two inches onto the surface of the wall. The edges of the blanket shall be secured to the wall by steel strips and concrete expansion anchors or an approved equivalent fastening methcd.

P-156/3-. 6

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Specification 8856-E;61 Revision 1 F 1001 RevisionQ Pape 215 6.4.10 Exposed, nonmupported cable transitions (air-lined) Appendix E fpm conduit to tray or frcm tray to tray shall be wrapped in two layers of Blanket. Each layer shall wrap around the cables with an end overlap of not less than 3 inches. We blankets shall be secured by tying with Woven Tape at 14 inch maximum intervals.

6.4.1 1 At ocations where the protected tray or conduit penetrates fire barrier in a ceiling, floor or wall, both the interior and exterior layers of Insulation Blanket shall be cut and installed such that the blankets will fit sn ainst the firestop. We juncture will then

'Ihe mastic vill be sealed with mastic sprayed or troweled completely around the Insulation Blanket to not less than 1/4 inch thicWess, and shall extend not less than 8 in&es'nto the exterior of the blanket ard the surface of the fire barrier and ceiling, floor or wall.

6.5 Seaaration Barrier Desi 6.5.1'Ihe purpose of Separat'ion Barriers is to reduce the exposure Class e ecarte cao es serving redundant systems to damage fnxn fire in a proximate raceway.

6.5.2 Separation Barriers shall be made by either/or the following methods per drawing E-49 (Reg. Guide 1.75)

Installation of galvanized steel covers and/or kattcms on trays Installation of Insulation Blanket material or an approved equal, see Sect. 6.7,. for conduit and tray.

Installation of rigid board between redundant raceway.

(Sect 6.7) 6.6 Se aration Barrier Construction (Typical For Insulation Blanket Material Only) 6.6.'1 Se ration Barriers shall be applied to the indicated cable trays or conduit for the entire length where minimum separation can not be maintained 6.6.2 In open cable trays, one layer of Insulation Blanket shall be laid on top of the cables. Me blanket shall be tucked around the cables at the edge of the tray where possible. In vertical or inclined tray sections, Naven Tape shall be used to tie the blanket to the tray at 14 inch maximum intervals.

6.6.2.1 Cable tray and conduit shall be wrapped completely around the perimeter with one layer of Insulation Blanket. End joints and joints between adjacent blanket will be secured in place with stainless steel straps installed at each overlapped butt joint and at 14 inm maximum intervals along the blanket.

p-156/3-7

Specif ication 8856-E-61 Revision 1 F 1001 Revision 0 6.6.2.2 Where adjoining cable tray or conduit or tray Pape 216 support members attach to, or cue into Appendix B contact with, the tray or conduit to be protected, the attaching or contacting moor shall. also be wrapped with one layer of Insu1ation Blanket.

6.6.2.3 Exposed, non-supported cable transition (air-lined) frcm:conduit to tray or frcm tray to tray shall be wrapped with one layer of Insulation Blanket.

6.7 Blanket Insulation/Barrier. Board, Bandin, Tape and Mastic Materials (Fire Breaks, Separaticn Barriers and Exposure Barriers) 6.7.1 Insulation/Blanket: consisting of inte laced ceramic/glass fibers, one inch thick, 8 lb. per cu.'ft., width and lengths are required, Babcock and Wilcox, Kaomml or approved equal.

6.7.2 Formed barrier board consisting ceramic fibers and binders', thickness and size as required, Babcock and Wilcox, Kaowool M Board or approved equal; (Junction/

Terminal box covers.)

6.7.3 Protective outer wrap joint tape, Polyken 237, 2"wide, 2 mils thick,'fg. by Kendall Corp., -Polyken Div. oi an approved equal.

6.7.4 A1uminized protective outer wrap, consisting of glass cloth, Babcock and Wilcox, Zetex Style 800, or approved equal.

6.7.5 High Performance Filament Tape for securing Insulation blanket on electrical cable tray and conduit shall be 1 inch wide, 3M Caapany Tape Number 89 or approved equal.

6.7.6 Woven Tape for securing Insulation blanket in electrical cable tray shall be a refactory silica product, 1 inch wide by by'0.125 inch nominal'thickness with selvaged edges, 'Haveg Industries, Inc. Siltemp Code Number WZ65-1 or approved 6.7.7 Mastic Coating for fire protection applications shall be Intumastic 285, manufactured, by Carboline Fire Proofing Products Division, or an approved equal.

6.7.8 Galvanized steel strips and concrete expansion anchors, or appraised equivalent fastening method, for attached Insulation blanket to walls.

P-156/3-8

Specification 8856-E-61 Revision 1 F 1001 Revision 6 Pape 217 6.7.10 Straps for securing Insulation blanket on electrical Appendix

~

B cable tray and conduit shall be 3/4 inch width by .020 inch thick 304 stainless steel.

6.7.10 Bolts, nuts, washers and other fasteners shall be elect~alvanized or cadmium plated.

6.7.11 "Approved equal" barrier systen, subliming ccmpound, Ghezna-3.ag 330-1, water based spray coating, mfg.

by TSI, Inc. consisting of Thermo-lag 351 primer and Thexna-lag 350-2000 top coat for use on raceway and junction/terminal boxes.

6.7 ~ 12 Approved equal" Fire Barrier Systen, Intumescent laminated wrap material, mfg. by Quelcor, Inc. Quelpyre

~tep system for use on conduit onl .

7.0 INSPECTION AND TESTS General The Seller shall conduct and'e responsible for the tests called for in the applicable codes and standards, and shall furnish verification of all test data.

8.0 DELIVER AND DRAWXtV

./

8.1 Seller shall be guided by the following schedules:

8.1.1 All material is required at the jobsite as stated in the Purchase Order.

8.1.2 The number of drawings to be furnisehd is listed in the "Drawings and Data Requirements". Form G-321-C and 885 &QA;l.

9.0 SHIPPING 9.1 All material shall be arranged ard fabricated to provide convenient shipping packages. Each shipping package and all parts contained therein shall be properly protected against weather and mechanical damage during transit and storage.

10.0 HKGXT'SSDRAHCE 10.1 'Ihis specification covers items and services that have safety related functions in a nuclear power plant. 'Xhe Seller shall meet the specific requirements defined herein. These requirenents shall be implemented by the Seller for the items and services covered by the technical specification. The requirenents specified herein do not delete or revise other requirenents of

< the procurement document.

Specif ication 8856-E-61 Revision 1 F 1001 Revision 0 C page 218 11.0 m~VHZS Appendix B We Seller shall warrant that the material furnished under this specification and reauisition will be suitable for the reauired service specified hain and will conform to all applicable codes and regulations.

If the material furnished by the Seller fails to meet the requirements of this Specification and Requisition, the Seller shall bear all expenses necessary to meet the requirements.

'Ihe Seller shall state his standard warranty included with his proposal.

Ghe Seller shall also state the additional cost, if any, of extending the warranty for a period of one (1) year from initial conmercial operation. Initial canmercial operation is as defined by Specification 885~1.

P156/3-10 F 1001 Revision D Page 219 Appendix C APPENDIX C

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F 1001 Revision 4 Page 220 Appendix C

+RE No.

RNOVER OR

- N/A FifLD 'CHANGE'REQUfST"' PAGE i OP Hc. E-JO~7 A'I YR g(/PROJECT NO. 8856

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Electrical Raceway rlre nsulation Speci fication-E-61 1 Barrier Materials NAME

. OESIGi'd ORIGIN: ENGRG gj VENDOR (lOENTIFY}

Ss.-II 0 EXISTING CQNOITIQN:

Specification-E-61 does not soecificatl address inspection of Thermo-Lag 330-1 Subl iming Compound Barrier System

. CHANGE REQUEST lnbleostole>>

Add and/or revise the followingparagraphs to read..as.fol.laws.'.7.11 "Approved Equal" barrier system, subl iming compound, Thertta-Lag 330-~l water based spray coating, mfg by.TS1, inc. consisting of Theme-Lag 331 Primer or Thermo-Lag Stress Skin Type 330-69 and Thermo-Lag 351 Primer, plus Thermo-Lao 330'-1 Subliming Compound, for use on raceway and junction/terminal boxes.

r 7.0 Inspection and Tests 7.1 Each shipment of material shall be accompanied

! *, by a certificate of e - t 7.2 9, alit Co/8 'ns sha that the following arameters I

Subiiming Compound shall be 40 u tem+rkt r.

f p~ubstratd- to re

'erfil?Lgigtsip~j ice L

on of Thermo, - La g 33grl g 330-1.

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Sub iming Compound.

1 7.2.2 Thermo-Lag Stress Skin Type 330-69 shal .-...-. o:- 1<8~

a.) secure with the raceway b.) the stress skin primer intact c.) f'ree of foreign substances prior to application of Thermo"Lag 330-1 Subliming Compound.

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l. APPRQVAI. QF FIELO OISPQSITIQN:

ctOIfdG PIPtNG INSTIIUPAENTAllQM eot Fteht Oete is.'PROJECT ENG'R'G APPROVAL: YES NO I-I PROJ. <<e: l2 ~3 )

CHANGE REO'D: YES NO ENGR.'ESIGN

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F ~53-"..0 'Q'-Usted: 3. MO AY YR'ATE PROJECT NO 88 6 g YES 0 12 10 81 4 REF. Eslge: OR SPEC Electrical Raceway T I re insulation Specification-E"6l 1 Barrier Materia)s OESIGN ORIGIN: ENGRG, KJ VENDOR OOENTTFY) 7 E'aISTIN CONOITION:

See Page 1 CHANGE REOUEST I SKETCH

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CHANGE REQ'D: YES Q NO 0 REMARKS: 'ESiGN mmJL e ~

P 1001 Rev9.s5on Q Page 222 Appendix D APPENDIX D

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F 1001 SPECiAL DETnl LED 1 tlSTRUC710tiS Revision 0

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Page 223 Appendix 9 1N ACCORDANCE 91TH F.f.H. G-6-~.O F OR ihSPECT10ll ACT 1V1TY t'OT COVERED BY A ASTE'8 ltGPEC710h P&t(

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a nspection equip. to use eS Record inspection resu1ts on QC-Gl-1 as satisfactory ot unsatis actory.

2Q Record action, taken if unsatisfactory.

30 Submit Field inspection Report '

4 QC-G1-1 to Discipline Lead for re-

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Record a11 pertinent inforr;.ation need so that report wil1 be c1ear and concise.

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+~i> FtELD INSPECT}ON REPORT-' Revision 0 cnsTROL No.

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1. PROJECT NO. DATE pen" c INSP ECTED

5. LOCATION I P / is yI

6. TYPE OF INSPECTION ARD / CODE / PROCEDURE / DRAWING / SPECIFICATION

8. INSPECTION EQUIPMENT USFD I ~

9. RESULTS OF INSPECTION: SATISFACTORY Cl UNSATISFACTORY 0

10. ACTION TAKEN IF UNSATISFACTORY Distribution:

White QC Files Canary Originator 11. ENGINEER

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CONTINUATION SHEET- Revision () CONTROL NO.

Page 225 FILE NO.

Appendix D

1. PROJECT NO. 2. DATE 4. PAGE OF CK 6. FORM NO. 7. REPORT:IAME ONT'0 QC-

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F1001 Revision 0 Page 226 Appendix E Appendix E

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• I 14

F lool Revision Q Page 227 Appendix E BILL OF MATERIALS SECTION I ''MAT'L'SPEC QUANTITY DESCRIPTION

18" width x 4" depth x65" length Solid Bottom E-132 Cable Tray 18" width x 4" high 90'nside Riser El. 12" E-132 Rad., Solid Bottom Cable Tiay 18" width x 4" depth x 65" length Ladder Bottom E-132 Cable Tray 18" width x 4" high x 90'nsider Riser El. 12" E-132 Rad., Ladder Bottom Cable Tray 18" width x 4" high x 45'nside Riser 12" Rad., Ladder Bottom Cable Tray .

18" width x 4" depth x 40" length Solid Bottom E-132 Cable Tray (Middly Section) 18" width x 4" depth x 34" length Ladder Bottom E-132 Cable Tray (Middle Section) 5" 0 Rigid Steel Conduit x 294" length (threaded on both ends) 5" 0 Rigid Steel Conduit x 58" length (threaded on both ends) 5" 0 Rigid Steel Conduit x 50 3/4" length (threaded on both ends) 5" 0 Rigid Steel Conduit El. 24" Rad. (threaded on both ends) 5" 0 Rigid Steel Conduit x 38 3/4" length (threaded on both ends) 5" 4 Rigid Steel Conduit Couplings 5" 4 Rigid Steel Conduit x 24" length (threaded on both ends) 4 x 4 Tube Steel 44" ASTM A36 4 x 4 Tube Steel 108" ASTM A36

F 1001 Revision Q Page 228 Appendix E BILL OF MATERIALS SECTION I QUANTITY DESCRIPTION 'MAT'L'SPEC ASTM A36

.Q R. 3/4" g x 12" Lg. Bolts (Hilti Kwik)

S. Conduit Clamp (Unistrut P1123)

Carbon Steel Plate ~<" x 6" x 12" Lg. ASTM A36 A.A. Junction Box 24" x 8" x 8", Nema Four w/mounting lugs B.B. Channel 108" Long (Unistrut.P1000)

Channel 1-1/4" Long (Unistrut P1000)

D.D. 1/2 9 x 5" Lg. Bolts (Hilti Kwik)

P1068 Clips 5" 5 Rigid Steel Conduit x 8" Length (threaded on both ends).

G. G. 288 3/8" 16x 34" Lg. Spline Bolt w/Oval Type E-132 Phillips Slotted Heads w/Nuts. and Locking Devices H.H. As Cables (Refer to following page for itemized listing)

Required IEEE-383 qualified As Cable Ties Required 36 Splice Plates E-132 1/2" x l-l/2" Button Head Bolt Flat Plate Fitting (P1964)

Husky Burnoy BKSA-L Unistrut 1/2" Spring Nut P3010

' 5" Rigid Steel Conduit x 12" 1/2" x l-l/2" P1010 in Length

F 1001 Revision Q Page 229 Appendix E BILL OF MATERIAL SECTION II FUNC. TYPE SIZE QUANTITY"'LENGTH R75 1-750MCM A- 20 R50 1-500MCM A- 20 R35 1-350MCM A- 20, R04 1-4/0 A- 20 D42 2/C f14 Cu 20 D63 3/C 86 Cu 20 D62 2/C /!6 Cu 20 D83 3/C f/8 Cu 20 Z83 3/C 88 Cu 20 ont D14 4/C //10 CU 20 L12 12/C 814 Cu 20 Cont L07 7/C 814 CU 20 Cont Z07 7/C 814 Cu 20 Cont L05 5/C 814 Cu 20 Cont L03 3/C 814 Cu 20 Inst Q27 7 Indiv. Shld PR !/16 7 20 Inst Q26 3 Indiv. Shld PR 816 20 Ins t Q25 2 Indiv. Shld Pr f/16 5 20 Inst Q16 5/C 820 Overall Shld 20 Inst Q12 48/C f120 Overall Shld 20 Inst Q41 RG-llU Triax 20 Inst N12 12/C 816 Overall Shld 20

F 100l Revision 0

.page 230 BILL OF MATERIAL Appendix E SECTION II FUNC. TYPE SIZE UANTITY LENGTH R50 1-500MCM 963 3/C 86 PWR!Cont D14 4/C 810 Cont L12 12/C 814 Cont L07 7/C f!14 Cont L05 5/C 814 Cont L03 3/C 814 Inst N12 12/C 816 Overall Shld Q27 7 Inidv Shld Prs 816 Q26 3 Indiv Shld Prs f16 Q25 2 Indiv Shld Prs 816 Q12 48/C 820 Overall Shld

F 1001 Revison O Page 231 Appendix E TABLE Tl CABLE DIST FOR 30% FILL OF CABLE TRAYS FUNC. CABLE TYPE CABLE SIZE QUANITY LENGTH R75 1-750MCM 20 R50 '1-500MCM 20 R35 1-350MCM 20 R04 1-4/0 20 D42 2/C 84 20 D62 2/C /t6 3 20 D83 3/C /j8 20 Z83 3/C f!8 20 PWR/Cont D14 4/C j/10 20

( L12 L07 12/C f/14 7/C 814 20 20 Cont Z07 7/C 814- 20 Cont L05 , 5/C //14 20 Cont L03 3/C 814 20 Inst Q27 7 Indiv Shld Pr tI16 20 Inst Q25 2 Indiv Shld Pr 816 20 Inst Q16 5/C g20 Over Shld 20 Inst Q12 48/C f/20 Overall Shld 20 Inst Q41 RG-llU Triax 20

F 100l Revision G i TABLE T2 LIGHTLY LOADED TRY (1 Layer)

Page 232 Appendix E FUNC. CABLE TYPE CABLE SIZE UANTITY LENGTH PWR R75 1-750MCM 20 R50 1-500MCM 20 PWR R35 1-350MCM . 20 R04 1-4/0 20 D42 2/c 84 20 PWR D62 2/C 86 20 PWE D83 3/c 88 20 PWE Z83 3/c 88 20 PWR/Cont D14 4/c ff>O 20

( L12 L07 12/C /j14 7/C 814 20 20 Cont Z07 7/c (/14 20 Cont L05 5/C 814 20 Cont L03 3/C III'14 20 Inst Q27 7 Indiv Shld Pr 816 20 Inst Q25 2 Indiv Shld Pr 816 20 Inst Q16 5/C f!20 Overall Shld 20 Inst Q12 48/C 820 Overall Shld 20 Inst Q41 RG-llU Triax 20

F 1001 Revzsion 0 Pape 233 TABLE T3 Appendix E CABLE DIST FOR 40% FILL OF 5 CONDUIT 1

~

FUNC CABLE TYPE CABLE, SIZE 'UANTITY LENGTH R50 1-500MCM 20 D42 2/C /!4 20 D63 3/C I)6 20 PWR/Cont D14 4/C i/10 20 Cont; L12 12/C 814 20 Cont L07 7/C /)14 20 Cont L05 5/C //14 20 Cont L03 3/C 814 20 Inst N12 12/C f/16 Overall Shld 20 I t Q27 7 Indiv Shld Prs 816 20 Q26 3 Indiv Shld Prs 816 20 Inst Q25 2 Indiv, Shld Prs 816 20 Inst Q12 48/C 820 Overall Shld 20

F 1001 Revision 6 Page 234 Appendix E i- TABLE T4 CABLES TO BE AIR DROPPER TRAY 1 CABLE .FUNC. CABLE TYPE CABLE SIZE, .QUANTITY' Power D42 2/C 84 Control L07 7/C 814 Inst. Q25 2 Indiv Shld Pr t/16 TRAY 2 Power D83 3/C (f8 Control L12 12/C 814 Inst. Q27 7 Indiv Shld Pr //16

( 3 Power D62 2/C 86 Control L05 5/C 814 Inst Q12 48/C 820 .Overall Shld TRAY A Inst Q16 5/C //20.,0veiall Shld

F 1001 Revision 0 Page 235 TABLE T5 Appendix E CABLE INSTALLED IN EACH 1 FT SAMPLE CONDUIT 32% FULL FUNC. CABLE TYPE CABLE SIZE QUANTITY LENGTH R50 1-500MCM PVR D63 3/C b'6 PWR/Cont D14 4/C 8'10 Cont L12 12/C /114 Cont L07 7/C //14 Cont L05 5/C rQ4 Cont L03 3/C //14 Inst N12 12/C /u6 Overall Shld Inst $ 27 7 Indiv Shld Prs //16 In t f26 3 Indiv Shld Prs 816

$ 25 2 Indiv Shld Prs 816 Inst $ 12 48/C 820 Overall Shld

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EXHXBIT V THZRMOCOUPLZ DATA

TABLE OF CONTENTS - EXHIBIT V

~Pa e Thermocouple Channel Assignment, Table V-1 V-3 The rmocouple Locations (Drawings) V-7 Graphic Data V-17 Tabular Data V-4l 7-2

TABLE V-1 THERMOCOUPLE CHANNEL ASSIGNMZNT The rmo couple Recorder Data Function Number T e Ch annel Ch annel F 1, F2) F3 Manual Entry Avg. Temp, 12" above 00 cable trays F4, F5, F6, F7 Manual Entry Avg. Temp, 12" below 01 cable trays Fl-F7 Average Manual Entry Overall Furnace 02 Average Tl-l Digi-1 2 Cable T r ay 1 Data 06 T 1-2 3 07 T 1-3 4 08 T 1 -4 5' 09 Tl-5 10 T 1-6 7 11 T 1-7 8 12 T1-8 9 13 Tl-9 10 14 Tl-10 11 15 Tl-11 12 16 T 1-12 13 17 T1-13 14 18 Tl-14 15 19 T1-15 Digi-2 2 20 T2-1 Dig1~2 3 Cable Tray 2 Data 21 T2-2 22 T2-3 5 23 T2-4 6 24 T2-5 7 25 T2-6 8 26 T2-7 9 27 T2-8 10 28 T2-9 11 29 T2-10 12 30 T2-11 13 31 T2-12 14 32 T2-13 15 33 T2-14 Westronics 2000 1 34 T2-15 II 2 35 V-3

Table V Continued Thermocouple Recorder Data i%umber T ype Channel Function Channel T3-1 Westronics 2000 3 Cable Tray 3 Data 36 T3-2 . II 4 37 T3-3 5 38 T3-4 6 39 T3-5 7 40 T3-6 8 41 T3-7 9 42 T3-8 10 43 T3-9 11 44 T3-10 12 45 T3-11 13 46 T3-12 14 47 T3-13 15 48 T3-14 16 49 T3-15 17 50 T4-1 W'estronics 2000 18 Cable Tray 4 Data T4-2 II 19 T4-3 20 53 T4. 21 54 T4-5 22 55 T4-6 23 56 T4-7 24 57 T4-8 W'estronics 3597 1 58 T4-9 II 2 59 T4-10 3 60 T4-11 61 T4-12 5 62 T4-13 6 63 T4-14 7 64 T4- 15 8 65 AD1-1 W' str onics 3597 9 rv jl g 66 AD1-2 lt 10 67 AD1-3 11 68 AD1-4 12 69 AD1-5 13 70 AD1-6 14 71

T able V Continued Thermo couple 'ecorder Function Data iNumbe r Tyne Channel Channel AD2- 1 W'e str onics 3597 15 Air Drop 2 Data 72 AD2-2 II 16 73 ADZ-3 17 74 AD2-4 18 75 AD2-5 19 76 AD2-6 20 77 AD2-7 21 78 ADZ-8 22 79 AD2-9 23 80 AD3-1 Westronics 3597 Z4 Air Drop 3 Data 81 AD3-2 W'estronics 2733 1 82 AD3-3 2 83 AD3-4 3 84 AD3-5 85 AD3-6 5 86 AD4-1 W'estronics 2733 6

'/n>+ PgI eely 87 AD4-2 7 Ii 88 AD4-3 8 89 AD4-4 9 90 AD4-5 10 91 AD4-6 ll 92 C l-1 W'estronics 1727 1 5" Conduit Data 93 C 1 -2 II 2 94 Cl-3 3 95 C 1 -4 96 Cl-5 5 97 Cl-6 6 98 Cl-7 7 99 Cl-8 8 100 C 1-9 9 101 C 1 -10 10 102 Cl-11 ll 103 Cl -12 12 104 C 1 -13 13 105 C 1 -14 14 106 1-15 15 107 Cl-16 16 108 Cl-'7 17 109 V-5

THZRMOCQUPLZ LOCATIONS (DRAW'INGS)

V-7

Cable Tray No. 1: 18" Ladder Back with one layer of cable F01 I

T1-1 I

I I l T 1 -2 0 I T 1-3 Io I

I Tl-4 I I uHui I

rtr<n I~I T1-5 I

E6-2 I I

(Far Side) Tl-6 p~)

p ~LgiI C3 JI E1-2 (Centered )

T1-10 Tj-9 T1-8 Tl-7 Data Thermocouples located on center cable (W-047) at 12 o'lock position at 1 ft intervals, per Drawing FDSG-D14.

Figure V-1. Thermocouple Locations Cable Tray iVo. 1 V-9

Cable Tray No. 2: 18" Solid Back 40% Cable Lo'ading I pl Ipl I I I I T2-1 I I I

I I I I T2-15 I pfI I T2-2 I I II T2-3 T2-14 I I pl lp, I I T2-13 I T2- 4 f

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( Near Side)

Data Thermocouples located on center cable (W-141) at 12 o'lock position at 1 ft intervals, per Dravring FDSG- iD14.

Figure V-2. Thermocouple Locations, Cable Tray No. 2 V-10

Cable Tray No. 3: 1,8" Ladder Back 40%%uo Cable Loading I Ql IOI I I I T3-1 I I I

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3 T3-14 I I II I I

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T3-5 T3'"- l l T<+ a E8-3 T3-6 (Near Side)

T3-10 E3-3 (Centered)

Data Thermocouples located on center cable (W-124) at 12 o'lock position at 1 ft intervals, per Drawing FDSG - D 14.

Figure V-3. Thermocouple Locations, Cable Tray No. 3 i

Cable Tray No. 4: 18" Solid Back with one layer of cable I OI I

I I I T4-15 I I I

I' T4-2 I

I T4-14 T4-3 I

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E4-5 (Centered)

T4-11 0'4-9 0 'Q E9-1 (Near side)

T4-10 T4-8 Data Thermocouples located on center cable (W-047) at 12 o'lock position at 1 ft intervals, per Drawing FDSG-D14.

Figure V-4. Thermocouple Locations, Cable Tray No. 4 V-12

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AD1-5 AD2-4 AD4 5 AD1-4 AD3-6 AD3-5 AD4-4 AD1-3 AD2-3 AD3-4 AD4-3 AD1-2 AD2-2 AD1-1 AD2-1 AD4-1 AD3-1 AD4-2 AD3-2 AD3-3 Figure V-6. Thermocouple Locations, Air Drop Cables

Thermocouple ES-3 Figure V-7. Thermocouple Location, Tray Support

ASME SECTIOII 3II OR XL Q SPECIFICATIOH HO.

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G9 FILE HO. 538 F1000 OII aUALITY CI PAGE OF ES.ION YERIFIGAT)ON YES g NO@

TECHNICAL SPECIFICATIOH

. FOR ELECTRICAL RACEWAY DESIGN AND INSTALLATION LIGHT

'SUSQUEHANNA STEAN ELECTRIC STATION, UNITS I ANO 2 PEHHSYLVAN IA POWER S .COMPANY ALLENTOWN, PENNSYLVANIA USER CONTROLLED Expiration Date < I~ ~

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NUC)EAR RE".. SY .

ISSUED FOR USE REV. OATE OESCRIPTION PREP.AREO BY VER'FO. APPROVE IJ&C &&& &CI~

F-1000 Revision 0 Page 2 INDEX Section ~Sub ect 1.0 Scope 2.0 Applicable Codes, Standards, and Other Documents 3.0 Technical Requirements 4.0 Testing and Inspection Requirements 5.0 Preparation for Delivery 6.0 General Information 7.0 Quality Assurance Program Requirements

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F-1000 Revision 0 Page 3 i 1.0 SCOPE

1.1 DESCRIPTION

This specification describes the requirements for raceway exposure fire barriers and fire stops for the Susquehanna Steam Electric Station Unit 1 and Unit 2 in accordance with the performance, design and test criteria requirements described herein.

1.2 GENERAL It is not the intent to specify herein all details of design and construction. It shall be the responsibility of the Seller to insure that the materials have been designed and fabricated in compliance with this specification and with all documents referred to herein as well as in accordance with good engineering practice.

1.3 WORK INCLUDED Furnish all the necessary insulating materials, installation details, tools, equipment .and services required for insulation of electrical raceway for the following:

1.3.1 Fire breaks 1.3.2 Exposure fire barriers 1.3.3 PPSL shall install all materials specified.

"1.4 WORK NOT INCLUDED 1.4.1 Unloading and storage of all materials specified.

2.0 APPLICABLE CODES>> STANDARDS~ AND OTHER DOCUMENTS The work to be performed under this specification shall conform to the applicable provisions of the latest revisions of the following documents.

If a conflict exists between any of these documents and this specification, the specification shall govern.:

a~ NRC Branch Technical Position 9.5.1, Appendix A

b. American Nuclear Insurers/Mutual Atomic Energy Reinsurance Pool (ANI/MAERP) Standards C~ Susquehanna Fire Protection Review Report

d. Nuclear Department Instruction QA-8.2.3, Quality Assurance c e.

Requirements for Fire Protection and Related Systems.

Operational Policy Statement (OPS) 1

li.

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F-1000 Revision 0 Page 4 3.0 TECHNICAL REQUIREMENTS 3.1 FIRE BREAK DESIGN 3.1.1 The purpose of Fire Breaks is to stop propagation of fire in vertical and horizontal cable trays.

3.1.2 Fire Breaks shall be installed in vertical cable trays and in covered trays every 15 ft. Fire barrier penetration seals provide a fire break where they are installed.

3.1.3 Fire Breaks shall be made from an Insulation Blanket and mastic coating, or PPSL Engineering approved equal, see Section 3.5.

3.2 FIRE BREAK CONSTRUCTION (Typical For Insulation Blanket Material Only) 3.2.1 Fire Breaks shall completely encapsulate the cable tray for six to eight inches (nominal Min. Dimension).

3.2.2 If the cable tray is not completely filled with cables, Insulation Blanket, the same width as the cable tray shall be inserted over the cables in sufficient layers to bring the outer surface of the Insulation Blanket even with the'op of the tray sides and completely all void spaces.

fill 3.2.3 One layer of Insulation Blanket will then be wrapped completely around the cable tray. The blanket shall be secured with stainless steel

.straps.

3.2.4 The open ends of the Fire Break shall be packed with Bulk Insulation Fiber and, sprayed with Mastic Coating to a 1/2 inch wet thickness so as to completely seal the cable tray/cable/Insulation Blanket interface.

3.3 EXPOSURE FIRE BARRIER DESIGN 3.3.1 Ex osure Fire Barriers shall be installed on electrical cable trays, conduits and junction/terminal boxes at locations specified per Susquehanna Fire Protection Review Report Appendix "A".

3.3.2 Ex osure Fire Barriers shall be made by encasing the cable trays, conduits and junction terminal boxes in one hour rated barrier system.

3.3.3 The purpose of Ex osure Fire Barriers is to prevent damage, during a 1 hour complete engulfment fire, to electrical cables serving one division of equipment required for safe shutdown of the plant when redundant safe shutdown divisions occupy the same fire area.

F-1000 Revision 0 Page 5 3.3.4 The Ex osure Fire Barrier construction system shall also encase all raceway support steel within 18 inches of the protected raceway.

3.4 EXPOSURE FIRE BARRIER CONSTRUCTION (Typical For Insulation Blanket Material Only) 3.4.1 Ex osure Fire Barriers shall completely encapsulate the indicated cable tray or conduit for the entire length specified.

3.4.2 If the cable tray is not covered and is not completely filled with cables, Insulation Blanket, the same width as the cable tray, shall be inserted over the cables in sufficient layers to bring the outer surface of the Insulation Blanket even with the top of the tray sides.

'3.4.3 The first (interior) layer of the Insulation Blanket shall wrap completely around the perimeter of the cable tray with the ends of the blanket overlapping a minimum of 3 inches. Adjacent blankets shall be placed tightly together so as to prevent any gaps in the butt joints between blankets. This layer shall be held in place by High Performance Filament Tape spaced not more than 14 inches apart and not less than 4 inches from butt joints.

3.4.4 The second (exterior) layer of Insulation Blanket shall wrap completely around the perimeter of the interior layer and must also have a minimum 3 inch overlap. The overlap of the exterior layer shall be offset from the overlap of the interior layer but still remain on the top of the tray. The exterior layer blankets shall be installed such that the butt joints between adjacent exterior blankets are offset at least 12 inches from the butt joints between interior blankets.

3.4.5 The exterior blankets shall be secured in place by stainless steel straps installed not more than 14 inches apart and not less than 4 inches from exterior butt joints. The tensioning of the straps shall be sufficient to hold the blanket snugly in place without causing any sufficient cutting of, or damage to, the blanket material.

3.4.6 A protective outer wrap of Aluminized Zetex is to be secured independently of the Kaowool blanket with Polyken 237 tape. This outer wrap shall be installed after the stainless steel straps. The "zetex" shall have a minimum 3 inch overlap. The overlaps in the outer wrap shall be offset from the overlaps in the previous layer but still remain on top of the tray. A single layer of Polyken 237 tape will be made over all joints. (The above is typical for all barriers constructed with Insulation Blanket Material Kaowool.)

3.4.7 Where adjoining cable tray or conduit or tray support members attached to, or come into contact with, the tray to be protected, the attaching or contacting member shall also be wrapped with two layers of Insulation Blanket as necessary to ensure complete coverage of the protected tray. No gaps or openings shall be allowed.

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F-1000 Revision 0 Page 6 3.4.8 Conduits mounted on exposed unistrut shall be insulated in the same manner as cable trays, except that no filler blanket is required.

3.4.9 Conduits mounted on embedded unistrut, flush to a wall, shall be covered with two layers of Insulation Blanket. The blanket shall extend a minimum of two inches onto the surface of the wall. The edges of the blanket shall be secured to the wall by steel strips and concrete expansion anchors or an equivalent fastening method approved by the Nuclear Plant Engineering (NPE) Civil Group Supervisor or his designee.

3.4.10 Exposed, non-supported cable transitions (air-lined) from conduit to tray or from tray to tray shall be wrapped in two layers of Blanket. Each layer shall wrap around the cables with an end overlap of not less than 3 inches. The blankets shall be secured by tying with Woven Tape at 14 inch maximum intervals.

3.4.11 At locations where the protected tray or conduit penetrates a fire barrier in a ceiling, floor or wall, both the interior and exterior layers of Insulation Blanket shall be cut and installed such that the blankets will fit snug against the firestop. The juncture will then be sealed with mastic coating. The mastic will be sprayed or troweled completely around the Insulation Blanket to not less than 1/4 inch thickness, and shall extend not less than 8 inches onto the exterior of the blanket and the surface of the fire barrier and ceiling, floor or wall.

3.5 BLANKET INSULATION/BARRIER BOARD, BANDING, TAPE AND MASTIC MATERIALS (Fire Breaks, Separation Barriers and Exposure Barriers) 3.5.1 Insulation/Blanket consisting of interlaced ceramic/glass fibers, one inch thick, 8 lb. per cu. ft., width and lengths are required, Babcock and Wilcox, Kaowool or PPSL Engineering approved equal.

3.5.2 Formed barrier board consisting of ceramic fibers and binders, thickness and size as required, Babcock and Wilcox, Kaowool M Board or PP&L Engineering approved equal. (Junction/Terminal box covers.)

3.5.3 Protective outer wrap joint tape, Polyken 237, 2" wide, 2 mils thick, mfg. by Kendall Corp., Polyken Div. or PPSL Engineering approved equal.

3.5.4 Aluminized protective outer wrap consisting of glass cloth, Babcock and Wilcox, Zetex Style 800; or PPSL Engineering approved equal.

3.5.5 High Performance Filament Tape for securing Insulation Blanket on electrical cable tray and conduit shall be 1 inch wide, 3M Company Tape Number 89 or PPSL Engineering approved equal.

3.5.6 Woven Tape for securing Insulation Blanket in electrical cable tray shall be a refactory silica product, 1 inch wide by 0.125 inch

'I F-1000 Revision 0 Page 7 nominal thickness with selvaged edges, Haveg Industries, Inc. Siltemp Code Number VZ65-1 or PP&L Engineering approved.

3.5.7 Mastic Coating for fire protection applications shall be Intumastic 285, manufactured by Carboline Fire Proofing Products Division, or PPSL Engineering approved equal.

3.5.8 Galvanized steel strips and concrete expansion anchors, or equivalent fastening method approved by the NPE Civil Group Supervisor or his designee, for attached Insulation Blanket to walls.

3.5.9 Straps for securing Insulation Blanket on electrical cable tray and conduit shall be 3/4 inch width by .020 inch thick Type 304 stainless steel.

3.5.10 Bolts, nuts, washers and other fasteners shall be electro-galvanized or cadmium plated.

3.6 EXPOSURE FIRE BARRIER CONSTRUCTION (Typical For TSI Inc. Material) 3.6.1 "Approved Equal" barrier system, subliming compound, Thermo-Lag 330-1, water based spray coating, mfg. by TSI, Inc. consisting of Thermo-Lag 351 Primer, or Thermo-Lag Stress Skin Type 330-69 and Thermo-Lag 351 Primer, plus Thermo-Lag 330-1 Subliming Compound, for use

( on raceway, )unction/terminal boxes and support steel.

'I 3.6.2 The Thermo-Lag Stress Skin Type 330-69 shall be installed as follows:

a) Secure with the raceway or support steel.

b) The stress skin primer intact.

c) Free of foreign substances prior to application of Thermo-Lag 330-1 Subliming Compound.

d) Completely encasing the raceway or support steel.

3.6.3 The Thermo-Lag 330-1 Subliming Compound shall be applied by spraying or troweling to the Stress Skin.

3.6.4 The final dry film thickness of Thermo-Lag 330-1 material shall be one-half inch (1/2 in.) minimum and three-fourths inch (3/4 in.)

maximum. The finish shall be free of texture irregularities (i.e. blis-ters, spalling, fissures, separations, etc.).

3.6.5 The repair of any surface textural irregularities shall have all damaged and loose material removed back to sound adhering material. A knife or scrapper is acceptable. The edge should be undercut to form a beveled edge as in plaster repair. All foreign matter should be removed

F-1000 Revision 0 Page 8 from the substrate using a wire brush. Thermo-Lag 330-1 Subliming Compound shall be added to achieve the required dry film thickness.

3.6.6 Surface temperature of the substrate to receive Thermo-Lag 330-1 Subliming Compound shall be 40 F or higher prior to application of Thermo-Lag 330-1 Subliming Compound.

3.6.7 Prior to applying additional coats or layers, a surface reading of 20 or less shall be obtained using a Delmhorst Moisture Meter (Model DP) or PP8L Engineering approved equal.

3.7 TSI INC. MATERIALS 3.7;1 The material supplied shall be accompanied by a certificate of conformance by the manufacturer that the material is as specified on the purchase order, or bear the Underwriter Laboratories (U.L.) label.

3.7.2 Thermo-Lag 330-69 Stress Skin with Thermo-Lag 351 Primer.

3.7.3 Thermo-Lag 351 Primer.

3.7.4 Thermo-Lag 330-1 water based subliming coating compound.

( 3.8 DOCUMENTATION All records generated as a result of this specification shall be included in the appropriate Quality Assurance Records File and SSES Records Management System File.

4.0 TESTING AND INSPECTION REQUIREMENTS 4.1 Quality Control shall check that all fire stops are installed in accordance with this specification.

4.2 Quality Control shall check that all Blanket Type Exposure Barriers are installed in accordance with this specification, and that each blanket layer completely encompasses the raceway.

4.3 Quality Control shall check that all TSI Inc. Type Exposure Barriers are installed in accordance with this specification.

4.4 The following additional requirement shall be checked for the TSI Inc. type installation: (Commercial quality measuring devices are acceptable for use.)

a) Proper installation of the Thermo-Lag Stress Skin or 351 Primer.

b) Proper temperature (above 40'F) of the substrate to which Thermo-Lag 330-1 is to be applied.

c) Proper Dry Film Thickness prior to recoat.

F-1000 Revision 0 Page 9 d) Proper dryness between coats.

e) Inspection for surface blemishes in final surface.

f) Proper methods for repair work.

5.0 PREPARATION FOR DELIVERY This section is not applicable to this specification.

6.0 GENERAL INFORMATION This specification specifies the technical requirements for Exposure Fire Barriers and Fire Stops which are intended to meet the various criteria as outlined in the NRC Branch Technical Position 9.5.1. Appendix A, and the American Nuclear Insurers/Mutual Atomic Energy Reinsurance Pool (ANI/MAERP) Standards. The Susquehanna Fire Protection Review Report commits to these Fire Stops and Exposure Fire Barriers.

6.1 DEFINITION PPSL Engineering-NPE Civil Group Supervisor or his designee.

7.0 QUALITY ASSURANCE PROGRAM

(

7.1 Nuclear Department Instruction QA-8.2.3 shall apply to the activities of this specification.

7.2 Materials used for this specification are not unique to the Nuclear Industry and are commercially available.

7.3 For PP&L internal use of this specification, the Quality Assurance Program Requirements shall be as required by the scope of Operational Policy Statement - 1.

7.4 For use external to PPSL, the Quality Assurance Program Requirements shall be as required in the purchase documents or contracts and specifications for the material/services.

K-09/cak

QUALIFICATIGNFIRE TEST GF A PRGTECTIVE ENVELGPE SYSTEM FINAL REPORT SwRI Project No. 01-7163 Prepared for Pennsylvania Power B Light Company Two North Ninth Street Allentown, Pennsylvania 18101 August 1982 Thb report ts for the 4tormatton ot the Sponsor. It may be used In its entirety for the pur pOSe of Sesurtntt PrOduct acceptance hom

~ constituted approval authorhies; however, this report or the name oi the institute chai not be used in publicity or advenisinp.

SOUTHWEST RESEARCH INSTITUTE SAN ANTONIO HOUSTON i 8208300292 820825 F .

,, 'DR PDR ADOCN 05000387

41 SOUTHWEST RESEARCH INSTITUTE Post Office'Drawer 28510, 6220 Culebra Road San Antonio, Texas 78284 Q,UALIFICATIONFIRE TEST OF A PROTECTIVE ENVELOPE SYSTEM REPORT NOs 1 FINAL REPORT SwR I Project No. 01-7163 Prepared for Pennsylvania Power & Light Company Two North Ninth Street Allentown, Pennsylvania 18101 August 1982

'fhis repon is for the informs tron oi the Sponsor. I t msy be used in its entirety for the purpose ol securintt product ecceptsnce Irom duty constnutsd epprovsl euthonties; however, this repen or the nsme oi the tnstitute short nol be uwd in pubficity or edvenisrnp.

Prepared by: Reviewed by:

Jesse J. Beitel Gordon E. Hartzell, Ph.D~

Manager, Fire Performance Director Evaluations and Fire Protection Department of Fire Technology Systems

TABLE OF CONTENTS

~Pa e I. OBJECTIVE II. EXPERIMENTAL A. Test Slab 2 B. Test Trays and Conduits 2 C. Protective Envelope Installation 2 D. Installation 15 E. Test Procedures 17 III. TEST RESULTS 31 A. Temperature Data 31 B. Circuit Integrity 31 C. Post-,Test Examination 32 APPENDIX A - ANI/MAERP TEST SPECIFICATION APPENDIX B - SwRI SURVEILLANCE REPORT APPENDIX C - TEMPERATURE DATA APPENDIX D - CIRCUIT INTEGRITY DATA APPENDIX E - PENNSYLVANIA P01'IER 6 LIGHT TEST SPECIFICATION (Separate Volume)

I. OBJECTIVE The objective of this program was to evaluate a fire-proofing material for use as a fire-protective covering for redundant electrical systems. The test specifications under which this program was performed were:

A. American Nuclear Insurers/Mutual Atomic Energy Reinsurance Pool (ANI/MAERP) "Standard Fire Endurance Test Method to Qualify a Protective Envelope for Class 1E Electrical Circuits;" and, B. Pennsylvania Power 5 Light Company "Technical Specification for Fire Qualification Test of a Protective Envelope System,"

Specification No. F1001.

A copy of specification A is provided in Appendix A. Specification B, Pennsylvania Power 5 Light Test Specification, is provided separately.

II. EXPERIMENTAL A. Test Slab A floor section test slab, 10 x 12 x 1 ft thick, was constructed of a 12-in. steel channel with a double mat of 1-in. rebar on nominal 10-in. centers. Two 10-in. x 10-ft blockouts, six 8-in. pipe sleeves and s'even 1-in. pipe sleeves were cast into the test slab. Slab dimensions and reinforcement details are shown in Figures 1 and 2.

The concrete (F = 3,000 psi) was cured for approximately 10 months prior to test.

B. Test Trays and Conduits An overall sketch of the test arrangement is provided in Figure 3.

Bechtel construction personnel, under the supervision of Pennsylvania Power and Light (PP5L) personnel, using PP5L furnished materials as listed in the Bill of Materials, Appendix E of PP5L Test Specification, assembled the cable trays, conduits and associated sup-ports. General details of the installation are provided in Appendix A of PP5L specifications. Several deviations from the specifications in Appendix A of the PP5L specification did occur and details of these changes are shown in Figures 4, 5, 6, and 7.

Cables were installed in trays, conduits and air drops as described in Table I and Figures 8, 9, and 10.

C. Protective Envelope Installation Installation of the protective envelope materials (Thermo-Lag 330-1) was performed by Bechtel construction personnel under the supervision of PP5L personnel according to procedures provided in

Thermocouple vrells (5 places)-

37 2-1/2'l 8I I g I

g not used 0

8" 9

]IIg 0

l"0 0

not use llI

{(j 0

15 10 10'7'20 Figure l. Test Slab Dimensions

I I

I I I

Cable Tray 3 5" Conduit (4 places) Cable Tray 4 Ladder Back Solid Back 30'.s Cable Loading l Layer Cable Cable Tray 2 (Pest Side Solid Back 5" Conduit 30'o Cable Loading 40~)o Cable Air Drop 4 Loading I

r Cable Tray l Ladder Back I

((

()t I I

r Air Drop 3 llew l Layer Cable Air Drop 2 Air Drop l Figure 3. Test Arrangement

44 4

~C I

~ +4.h' Cp ~0 44~4>~ PIGTAIL IA

)'-0 otTh)L lb art 9'-0 cf 4.4 U..

Nxs

~q,~Q

~.g)65 ria

~

4'li P-IOIO

~

1

.Figure 4.2 Figure 4. Tray Support Details

Figure 4.1 Figure S. Conduit Support Details

5 gl CONDUIT

!i.

s?

CABLE TRAY CABLE TRAY SUPPORT

{REE) 5 Ilf CONDUIT Rl'4 I

36" 2 X2 SQUARE STEEL TUBE I ja XI >a CHANNEL UNISTRUT P l000 5 CONDUIT CLAMP P II23 74 SECTION A-A Figure 6. Air Drop Conduit Support Details

AIR DROP C < RACFWhY A55f.MP)LY 7 COJUOOI 7 IUIPl-'LL ~

6 "LI:IhlliTI-I LNIIJ[TION EOjt NVE.R l SEEOernIL I'l:

I I'('LAG 4

V Fnnt)e ~.~ f COklOLIIT-F LUSIP WITII aLAG COI IDLIIT E.LCQiV RAhlOOM CAB(.ES ll('.C NAPFKI)

~(

F

{TYI'.)

16 Wl"DE CABLE 1RAY~ REPAIR BIMULAIICIN (Bf'.) I tII5 1RAY.)

TryV I. 1/AY 2. TRAV'. TRAY,d.

l LhVt:.R 30~o FILL 30'o FILL I LAYt:A LhnrCR GOLI0 LADDE.R ~L f

U INES 1NIS 1Nf2 llarl MOTHS I. TIIIS DISCI.'hi&ION hl OPl IOIJ FNl IAN -" h- -- TTNIhl. NIKLOP QM IIII. OI- 5~R I. (I40f 10 IH:5I t'Al QBLU.3

2. COMDUIT BJSI-IIIhIQ I hl DPI IOI I Pl- 5wtkl.

ll'luI.nr CAVE CXRSCVFR DE1hll I 5ECIIOIV A-A D. IjIIthtOIQUBAY.- IO< IQ'g. 26'.

Nfl( 0 -- ZVi-NATE J.

IV tlTP) -~

(IILIWA)

I uw(x I&Kvll.wIx sink (1 Ill Ill.

Ol'IF NlArlAN)

O Cnua NIPPl.e JIIAICllOAI--

air - - -- "4 'Q.T I KK.FS(1YP.)

FIXI VI lnLTl VWIIrM.rs Figure 7. Air Drop Details

10 TABLE I CABLE DISTRIBUTION PENETRATION FUNC. CABLE TYPE CABLE SIZE VANTITY Tray ¹2 5 3 PiUR R75 1-750MCM (30>o Loading) PiVR RSO 1-SOOMCM PWR R35 1-3SOMCM PWR R04 1-4/0 P1UR D42 2/C ¹4 PNR D62 2/C ¹6 PWR D83 3/C ¹8 P1UR Z83 3/C ¹8 PWR/Cont D14 4/C ¹10 Cont L12 12/C ¹14 Cont L07 7/C ¹14 Cont Z07 7/C ¹14 Cont LOS 5/C ¹14 Cont L03 3/C ¹14 Inst Q27. 7 Indiv Shld Pr ¹16 Inst Q25 2 Indiv Shld Pr ¹16 Inst Q16 5/C ¹20 Over Shld Inst Q12 48/C ¹20 Overall S}lid Inst Q41 RG-11U Triax Tray ¹1 5 4 PiVR R75 1-750MChf (single layer) PNR RSO 1-500hfCM PWR R35 1-350MCM PiUR R04 1-4/0 PiUR D42 2/C ¹4 PWR D62 2/C ¹6 P.'iUR D83 3/C ¹8 PNR Z83 3/C ¹8 PWR/Cont D14 4/C ¹10 Cont L12 12/C .¹14 Cont L07 7/C ¹14 Cont Z07 7/C ¹14 Cont LOS 5/C ¹14 Cont L03 3/C ¹14 Inst Q27 7 Indiv Shld Pr ¹16 Inst Q25 2 Indiv Shld Pr ¹16 Inst Q16 5/C ¹20 Overall Shld Inst Q12 48/C ¹20 Overall S}lid Inst Q41 RG-11V Triax

TABLE I (Cont'd)

CABLE DISTRIBUTION PENETRAT ION FUNC. CABLE TYPE CABLE SIZE UANTITY Conduit PWR RSO 1-SOOMCM (40~o Fill) PWR D42 2/C ¹4 PWR D63 3/C ¹6 PWR/Cont D14 4/C ¹10 Cont L12 12/C ¹14 Cont L07 7/C ¹14 Cont LOS 5/C ¹14 Cont L03 3/C ¹14 Inst N12 12/C ¹16 Overall S jlld Inst Q27 7 Indiv Shld Prs ¹16 Inst Q26 3 Indiv Shld Prs ¹16 Inst Q25 2 Indiv Shld

'Prs ¹16 Inst Q12 48/C ¹20 Overall S jlld Air Drop ¹1 PWR D42 2/C ¹4 Cont L07 7/C ¹14 Inst Q25 2 Indiv Shld Prs ¹16 Air Drop ¹2 PWR D83 3/C ¹8 Cont j.12 12/C ¹14 Inst Q27 7 Indiv Shld Prs ¹16 Air Drop ¹4 PWR D62 2/C ¹6 Cont L05 5/C ¹14 Inst Q12 48/C ¹20 Overall Sjlld Air Drop ¹3 Inst Q16 5/C ¹20 Overall S jlld

12 TRAY 1 (LADDER BACK 1 LAYER)

TRAY 2 I SOLID BACK 30% FILL)

AIR DROP. 1 AIR DROP 2 TO TRAY 1 TO TRAY 2 o

Figure 8. Cable Distribution

13 TRAY 3 (LADDER BACK, 30/o FILL) p 0

0'RAY 4 {SOLID BACK, 1 LAYER)

AIR DROP 3 AIR DROP 4

~ TO TRAY 4 TO TRAY 3 0

v Figure 9. Cable Distribution

CABLE ARRANGEMENT 5" CONDUIT (40% FULL)

~o+

iO Figure 10. Cable Distribution

t 15 Appendices B, C, and D of the PP5L test specification. QA/QC surveillance of the installation of these materials was provided by SwRI personnel.

Surveillance reports by SwRI personnel are provided in Appendix B. Cure time of the protective envelope materials prior to test was 13 days.

Sealing of the areas around the trays and conduits was accom-plished by PP5L personnel using silicone foam.

On the exposed side of the test slab, at the interface of the silicone seals and the Thermo-Lag 330-1 material, several interface treatments were performed. These were:

1. North side trays 1 5 2: interface caulked with Dow Corning 732 caulk;

2. North side trays 3 5 4: interface caulked with Dow Corning 790 caulk; 0 3.

4.

South side South side tray 1:

tray 2:

1-in. M-board with 1-in. M-board. with Kaowool; Kaowool and Dow Corning 790 caulk;

5. South side tray 3: 1-in. M-board with Kaowool and Thermo-Lag 330-1 applied with caulking gun;

6. South side tray 4: 1-in. M-board with Kaowool and Dow Corning 732 caulk; and,

7. Conduit: interface caulked with Dow Corning 790 caulk.

Figure 11 provides a photograph of the completed test slab.

D. Instrumentation Cables in the cable trays and the 5-in. conduit were selected and wired for cable integrity monitoring as outlined in the PPGL test

Figure 11. Completed Test Slab specification. ~ A listing of the cables instrumented for short circuit and continuity monitoring is provided in Table II.~

A total of 120 thermocouples were installed in the cable trays, conduits, air drops and supports in compliance with the PP5L test, speci-fication. Thermocouple identification and locations are provided in Table III and Figures 12, 13, 14, 15, 16, 17, 18 and 19.

E. Test Procedures The protective envelope fire resistance test was conducted using a horizontal furnace with a sleeve having an open area of 8 ft x 10 ft. Dimensions of the basic furnace are shown in Figure 20. A flue gas opening was provided on the west side of the furnace, Eight Maxon self-aspirating natural gas burners were mounted on the sides of the furnace. Six of the burners were used for the test.

On August 9, 1982, the prepared test assembly was moved to the furnace area and placed on the top of the furnace. The slab/furnace interface was sealed with thermal insulating wool and the pre-burn inspec-tion, as outlined in the PP5L test specification, was performed.

On August 10, 1982, the test was conducted. All gas flow to the burners was controlled manually and the furnace temperature was monitored by the average of seven thermocouples. Three of these thermo-couples were located 12 in. above the cable trays and four were located 12 in. below the cable trays. The furnace average thermocuples were connected to an Acromag multi-channel digital temperature indicator and the data acquisition system.

The thermocouples monitoring the temperatures of the cables, cable trays, air drops, etc. were connected to Kaye Ramp Scanners and

18 TABLE II CABLE INTEGRITY MONITORING CIRCUITS INTEGRITY PENETRATION Short Short NO. FUNCTION SI2E C - G C - C Continuit Tl PWR R35 1/C 350MCM Tl PWR D83 3/C <<8 Tl Cont L12 12/C 414 Tl Cont LOS 5/C <<14 Tl Inst Q27 7 Pr <<16 Tl Inst Q16 5/C 420 T2 PWR R75 1/C 750HCH T2 PWR 083 3/C <<8 T2 PWR/Cont 014 4/C 410 T2 Cont L03 3/C f14 T2 Inst Q25 2 Pr 416 T2 Inst Q16 5/C <<20 T3 PWR R75 1/C 750MCM T3 PWR D83 3/C <<8 T3 PWR/Cont D14 4/C $ 10 T3 Cont L03 3/C 414 T3 Inst Q25 2 Pr <<16 T3 Inst Q16 5/C 420 T4 PWR R35 1/C 350HCM T4 PWR 083 3/C as T4 Cont L12 12/C a14 T4 Conr, LOS 5/C a14 T4 Inst Q27 7 Pr <<16 T4 Inst Q25 2 Pr <<16 Cl PWR RSO 1/C SOOHCH Cl PWR D42 2/C f4 Cl Cont L07 7/C 414 Cl Cont LOS 5/C <<14 Cl Inst Q27 7 Pr <<16 Cl Inst Q26 3 Pr <<16 ADl PWR D42 2/C 44 AD1 Cont L07 7/C s14 AD1 Inst Q25 2 Pr <<16 AD2 PWR D83 3/C <<8 AD2 Cont L12 12/C a14 AD2 Inst Q27 7 Pr <<16 Inst Q16 5/C <<20 AD4 PWR D62 2/C P6 AD4 Cont LOS 5/c 014 AD4 Inst Q12 48/C a20 LEGEND:

Short C to G Short Circuit Monitoring, Conductor to Ground Short C to C ~ Short Circuit Monitoring, Conductor to Conductor Continuity Continuity Monitoring, Circuit to System Tl, T2, T3, T4 > Cable Trays 1, 2, 3 and 4, respectively Cl ~ 5" Conduit AD1,2,3,4 ~ Air Drop Cables

19 TABLE III THERMOCOUPLE ASSIGNMENTS TC NO. PENETRATION NO ~ TC NO. PENETRATION NO.

Tl-1 Cable Tray 1 T2-1 Cable Tray 2 Tl-2 Cable Tray 1 T2-2 Cable Tray 2 Tl-3 Cable Tray 1 T2-3 Cable Tray 2 Tl-4 Cable Tray 1 T2-4 Cable Tray 2 Tl-5 Cable Tray 1 T2-5 Cable Tray 2 Tl-6 Cable Tray 1 T2-6 Cable Tray 2 Tl-7 Cable Tray 1 T2-7 Cable Tray 2 Tl-8 Cable Tray 1 T2-8 Cable Tray 2 Tl-9 Cable Tray 1 T2-9 Cable Tray 2 Tl-10 Cable Tray 1 T2-10 Cable Tray 2 Tl-11 Cable Tray 1 T2-ll Cable Tray 2 Tl-12 Cable Tray 1 T2-12 Cable Tray 2 Tl-13 Cable Tray 1 T2-13. Cable Tray 2 Tl-14 Cable Tray 1 T2-14 Cable Tray 2 Tl-15 Cable Tray 1 T2-15 Cable Tray 2 Tl-16 Cable Tray 1 T3-1 " Cable Tray 3 T4-1 Cable Tray 4 Cable Tray 3 T4-2 Cable Tray 4 Cable Tray 3 T4-3 Cable Tray 4 Cable Tray 3 T4-4 Cable Tray 4 T3-5 Cable Tray 3 T4-5 Cable Tray 4 T3-6 Cable Tray 3 T4-6 Cable Tray 4 T3-7 Cable Tray 3 T4-7 Cable Tray 4 T3-8 Cable Tray 3 T4-8 Cable Tray 4 T3-9 Cable Tray 3 T4-9 Cable Tray 4 T3-10 Cable Tray 3 T4-10 Cable Tray 4 T3-11 Cable Tray 3 T4-11 Cable Tray 4 T3-12 Cable Tray 3 T4-12 Cable Tray 4 T3-13 Cable Tray 3 T4-13 Cable Tray 4 T3-14 Cable Tray 3 T4-14 Cable Tray 4 T3-15 Cable Tray 3 T4-15 Cable Tray 4 T4-16 Cable Tray 4 AD1-1 Air Drop 1 AD2-1 Air Drop 2 ADl-2 Air Drop 1 AD2-2 Air Drop 2 AD1-3 Air Drop 1 AD2-3 Air Drop 2 AD1-4 Air Drop 1 AD2-4 Air Drop 2 AD1-5 Air Drop 1 AD2-5 Air Drop 2 AD1-6 Air Drop 1 AD2-6 Aj.r Drop 2 AD2-7 Air Drop 2 AD2-8 Air Drop 2 AD2-9 Air Drop 2

20 TABLE III (Cont'd)

THERMOCOUPLE ASSIGNMENTS TC NO. PENETRATION NO ~ TC NO. PENETRATION NO.

AD3-1 Air Drop 3 AD4-1 Air Drop 4 AD3-2 Air Drop 3 AD4-2 Air Drop 4 AD3-3 Air Drop 3 AD4-3 Air Drop 4 AD3-4 Air Drop 3 AD4-4 Air Drop 4 AD3-5 Air Drop 3 AD4-5 Air Drop 4 AD3-6 Air Drop 3 AD4-6 Air Drop 4 Cl-1 Conduit-5" El-2 Engineering, Tray 1 Cl-2 Conduit-5" E2-4 Engineering, Tray 2 Cl-3 Conduit-5" E3-3 Engineering, Tray 3.

Cl-4 Conduit-5" E4-4 Engineering, Tray 4 Cl-5 Conduit-5" E5-3. Engineering, Conduit Cl-6 Conduit-5" E6-2 Engineering, Tray 1 Cl-7 Conduit-5" E7-1 Engineering, Tray 2 Cl-8 Conduit-5" E8-3 Engineering, Tray 3 Cl-9 Conduit-5" E9-1 Engineering, Tray 4 Cl-10 Conduit-5" ES-3 Engineering, Tray Support Cl-11 Conduit-5" ES-5 Engineering, Conduit Support Cl-12 . Conduit-5" 1-13 Conduit-5" 1-14 Conduit-5" Cl-15 Conduit-5" Cl-16 Conduit-5" Cl-17 Conduit-5"

Cable Tray No. 1: 18" Ladder Back wi& one layer of cable IOI Tl-1 I

T1-16 I I

1 T 1-2

~I I

I I II II I Il I T 1-13 Tl-4 I I rr P~

u6ul l

T 1- i2 1

IJ J I~I f1RCl Tl-5 1

1 Z6-2 (Far Side) T 1-6

~Oi Q QJI+

T 1 -' l $

Zl -2 (Centered )

T 1-16 Tl -8 T 1-7 Data Thermocouples located on center cable (W'-047) at 12 o'lock position at 1 ft intervals, Figure 12. Thermocouple Locations - Cable Tray No. 1

22 Cable Tray No. 2: 18" Solid Back 30'able Loading IQI I I I T2-1 I l I I T2-15 I I OI I

I T2 <<2 I

II g T2-14 I II II I T2-3 II I IOI I

T2-13 I T2-4 I I QH~

i2 ORO I]

T2-5

~

I I

T2-11 goal

'<< T2<<6 E2-4 0 ~I~~~ g 0 Z Ej<<1

-9 I T2-8 T2-7 (Near Side)

Data Thermocouples located on center cable (W<<141) at 12 o'lock position at 1 ft intervals, Figure 13. Thermocouple Locations - Cable Tray No. 2

23 Cable Tray No. 3: 18" Ladder Back 30~a Cable Loading I QI I T3-1 I

I T3-15

~II T3-14 I

I II I

III II I

I I

II ~3-3 IQI l3 I T3-13 I

I I I

- T3-4 tl LI II gl fl II 3-12 f

T3-11 v Il~~~ o E8-3 (iiiear Side)

T3-e ~ T3-8 ~T3-7 ~ T3-6 T3-10 Z3-3 (Centered)

Data Thermocouples 1ocated on center cable W'-124) at 12 o'lock position at 1 ft intervals, Figure 14. Thermocouple Locations - Cable Tray No. 3

24 Cable Tray No. 4: 18" Solid Back with one layer of cable IOI T4- 1 I

T4-16 I I I T4-15 I I

I T4-2 I

I I I

T4-14 T4-3 I

IQI IQ T4-13 I I

I I

I Q&u aran I~I I

I

- T4-5 I

T4-6 0 'Kjl 0'4-5 (Centered) E9-1 (Near side)

T4-11 T4-9 T4-10 T4-8 Data Thermocouples located on center cable (VT-047) at 1Z o'lock position at 1 ft intervals ~

Figure 15. Thermocouple Locations - Cable Tray No. 4

Air Dra 1 A~ir Dro 2 A~ir Dro 3 Air ~Dro 4 AD2-9 AD2-S

~

A D2-7--

AD2-6 AD2-5 AD4-6 AD1-6 Ik r ~

ADl-5 AD2-4 AD4-5 AD1-4 AD3-6 AD3-5 AD4-4 AD1-3 AD2-3 AD3-4 AD4-3 AD1-2 AD2-2 AD1-1 AD2-1 AD4-1 AD3-1 AD4-2 AD3-2 AD3-3 Figure 16. Thermocouple Locations - Air Drop Cables

~ ~

~ ~ ~ ~, ~

Thermocouple ES-3 Figure 18. Thermocouple Locations - Tray Support

THES/cCoUPt.E LOCATION FOE LIGHTLY 4CMQEO TWY Oo 80 o TYEZHOCOrJPLE LocA ogo noh 7/o4'aa TRAv'FILJ 7F/E~OCOVWE l.ec47/oM

&4 couDu j7-7/lERMOCaUPLE zelda Tlat FOR FicEZ ORLOP'CABLE

~07 rhERHoCouPLEG ZhALL BE Wsta4ED Alod ac T lur~aVW'4.6.

Figure 19. Thermocouple Locatians

29

+o g6 gP'U Figure 20. Test Furnace

30 recorded on a Wang computer system. A scan time of approximately 3 minutes was utilized.

The cable integrity circuits were monitored during the fire exposure period, and during the hose stream test.

At the end of the one-hour fire exposure period, the fuel gas was shut off and the test slab was lifted from and swung clear of the furnace. The protective envelope system was then subjected to a hose stream delivered through a l-l/2-in. nozzle set at a discharge angle of 15', located 10 ft from the system at a nozzle pressure of 75 psi and a minimum discharge of 75 gallons per minute.

31 III. TEST RESULTS A. Temperature Data The temperature data obtained during the test is provided in Appendix C.

Internal temperatures of over 450'F were noted in Tray 1, Tray 3, Tray 4, ADl, AD2, AD3 and AD4.

The temperature data for Tray Nos. 1, 2, 3, and 4 show several anomolies such as temperature on the unexposed portion of the tray being higher than those in the exposed area of the tray. As far as possible, thermocouple verification has been done and no satisfactory explanation for this occurrence can be found. It is believed, however, that some of these thermocouples may have absorbed moisture during the application of the protective envelope material and, therefore, gave the erroneous readings.

B. Circuit Integrity Continuity integrity data that was obtained during the fire and hose stream tests is provided in Appendix D.

Circuit integrity of all monitored cables remained intact throughout the fire endurance test. There were no short circuits, either conductor to conductor or conductor to ground, and there was no loss of continuity in any of the circuit-to-system monitored cables.

During the hose stream test, circuit-to-circuit integrity was lost on three monitored cables. These cables were:

Cable Q16- Air Drop 3 Cable Q12- Air Drop 4 Cable Q16- Tray 1

32 Figure 21 provides a diagram of the location of these cables.

No circuit-to-ground shorts were noted in any of the monitored cables.

Also, there was no loss of continuity in any of the circuit-to-system monitored cables.

C. Post-Test Examination Post-test examination immediately after the hose stream test showed that the majority of the Thermo-Lag 330-1 material had charred and was dislodged by the hose stream. In the areas where the Thermo-Lag 330-1 did remain, it was noted that the exposed surface was charred but the material below the char was intact and appeared to be in good condition.

Figures 22 and 23 provided post-test photographs of the test article.

After a cool-down period of approximately 15 hours1.736111e-4 days <br />0.00417 hours <br />2.480159e-5 weeks <br />5.7075e-6 months <br />, the protec-tive envelope material was removed from the trays and air drops and exami-nation of the cables was performed.

Cables in Tray 2, AD2 and the conduit showed little signs of heat damage.

Cables in Tray 3 and ADl showed that the outer jacket of the cable insulation had softened and cracked. Insulation on individual con-ductors appeared to be intact.

Cables in Tray 1, Tray 4, and AD4 showed signs of insulation charring, cracked insulation and softening of the cable insulation.

The cable in AD3 was in good condition from the lower surface of the slab to the entrance in Cable Tray 4. The cable from AD3 inside Tray 4 showed signs of charred and cracked insulation.

A verification check of short circuits (circuit to gr'ound) was performed on all cables in the test slab. Of the 113 total cables checked, five circuit-to-ground faults were found. These are shown in Figure 24.

33 TRAY 1 (LADDER BACK 1 LAYER)

'o Pq 0' ~o Ob'q,

+ + w 0 Sq 0

ie iq, 0

qA,e~ Oo i 0' eW 0 OA Ii OS q AIR DROP 3 AIR DROP 4 TO TRAY 4 TO TRAY 3 X

Cable with Circuit to Circuit Short Figure 21. .Damaged Cable

p I 3

t

~ t Figure 22. Post-Test photograph

A l ~

>/

Figure 23. Post-Test Photograph

36 TRAY 1 (LADDER BACK 1 LAYER) p o +o .o~,'0 cY + v'

.4',4 X

0 0' X X v5 4 0 e+,o+ .~ p+,oA,oA

'9 v w~

v.o+

0v AIR DROP 3 TO TRAY 4 AIR DROP4 TO TRAY 3 Cable with Circuit to Ground Short Figure 24. Damaged Cable

APPENDIX A ANI/MAERP TEST SPECIFICATION "Standard Fire Endurance Test Method to Qualify a Protective Envelope for Class 1E Electrical Circuits"

AN I I NFORt".ATION BULLETIN

¹5 vER CAN PROPERTY ENGINEERING DEPARTMENT j Come@.

N UCLEAR k>hn Vice President BURT C. P ROOM, CPCU ilSLPERS President BULLETIN TO AGENTS/BROKERS, INSURANCE MANAGERS 8t ARCHITECT ENGINEERS Attached is the "ANI/MAERP Standard Fire Endurance Test Method to gualify a Protective Envelope for Class IE Electrical Circuits". This Standard has been through several drafts and has benefited from suggestions from vendors, utilities and architect engineers.

This Standard is meant to meet a current need for qualifying a protective envelope for redundant safety circuits located in the same fire area. Although we don't envision industry-wide application of the protective envelope concept, we believe that it may provide a practical retrofit solution for a significant number of existing operating plants and some plants currently under construction.

If you have any questions, please contact Project Manager Don Slater or the Fire/All-Risk Administrative Engineer servicing the Utility in question.

Sincerely, Jo n J. Carn Vice President - Property Engineering JULY, 1979 JJC/jms re Er chondr:e. 5u:,e 2<5 270 Fc inrnc:ton Avenue Fo.irsnotcn. Covert (6O32 (Z8677-iXS 'a Eng. Geor. <2O8 677-77IS, re. f'h,6<3M

et VIER CAN PROPERTY ENGINEERING DEPARTMENT UUCLEAR John J. Cornet), Vice Presrc)ent

'%SU RERS BURT C. P ROOM, CPCU President ANI/MAERP STANDARD FIRE ENDURANCE TEST METHOD TO QUALIFY A PROTECTIVE ENVELOPE FOR CLASS 1E ELECTRICAL CIRCUITS

1. 0 INTRODUCTION The ANI/MAERP "Basic Fire Protection Guidelines" (April, 1976) recommend that redundant safety circuits be cut-off from each other by standard fire walls and floors (Item I, E-6). It has been our experience, that in new designs, this feature is "built-in". However, for operating plants, and some plants nearing completion, the provision of standard, rated, fire barriers may not be practical. When this condition exists, the options are to relocate the vital circuit to another fire area, or protect Chem in place.

"Protecting-in-place" is defined as the ability to maintain the circuit's function during a standard exposure fire by use of a Protective Envelope.

In an effort to provide, for insurance purposes only, a reasonable and re-liable means of "protecting-in-place" these vital circuits, without limiting our Insureds to conventional methods, and giving them the option of using products/materials not normally seen in this type of application, we have developed this test method. In this manner evaluations of different products/

materials can be made, using a standard test approach.

In developing this Standard Test Method, the need to maintain circuit integ-rity during a standard "temperature-time" fir e exposure was the prime con-sideration. In addition, the ability of the Protective Envelope to contain an internal fire exposure, was also considered important.

It should be emphasized that this Standard Test Method in no way decreases our requirements for fixed automatic fire suppression systems nor will it be considered the equivalent of rated fire barriers, where required. Its intent is to provide a means for "protecting-in-place" redundant cable systems in existing plants, or unusual situations in new designs.

I ihe Ex<honae. cwte 245 270 Forrninaion r'venue . Parenaton, Connechctrt Q6032 r233)677-7305 ina. neot.r203) 677-77)5, TLX No 643&c9

.1 SCOPE 8 PURPOSE 2.1 The purpose of this test is to qualify for insurance purposes a Protective Envelo e for Redundant Class 1E Cables in Nuclear Power P ants when ocated in t e same re area. re area s e ne d anat aat portion of a building that is encompassed by rated fire wal1s.

f ceilings and loot s.) The maintenance of circuit integrity in these Class lE safety circuits during a postulated fire is of prime importance.

2.2 The intent of this Test Method is to establish a protective envelope that maintains circuit integrity for safety circuits when:

- Redundant safety circuits, located in the same fire area, are exposed to a fire outside of the cable system, or

-Redundant safety circuits, located in the same fire area, are exposed by a fire originating in an adjacent "protected-in-place" cable system, or

-. Redundant safety circuits, located in the same fire area, are subjected to mechanical impact damage as simulated by a hose stream, or other impact test.

3. 0 ACCEPTANCE CRITERIA ANI/MAERP Acceptance will be based on the completion and review of all of the following:

3.1 Successful passage of fire tests, as outlined in Section 3e4 of this test method, and submittal of necessary test documentation as prepared by a recognized testing laboratory or consultant.

3.2 A guality Control/guality Assurance Program for the system/design should be submitted for review. Complete details covering installation procedures, physical characteristics, identification methods, sample forms for third party sign-off, etc. should be included.

The gC/gA Program is considered an integral part of the acceptance process and variations between the QC/gA Program for the test and the program developed for the actual installation will not be acceptable.

3.3 All materials and components in the completed system, with the excep-tion of the cable, shall be rated as non-combustible i.e., Flame Spread, Fuel Contributed, and Smoke Developed ratings of 25 or less.

Materials or components that are combustible or hazardous during the installation phase, should have a material hazard analysis performed with procedures developed for quantities on hand, storage practices, and precautions to be taken during installation.

3.4 The Cable Protective Envelope shall be exposed to the following fire endurance and hose stream tests. Test configuration and details should be submitted for review 'and comment prior to test.

3.4.1 Test I - Ex osur e Fire - The Protective Envelope shall be exposed to t e stan ar temperature-time curve found in ASTH E-119-76 (ANSI A2.1) for a minimum of one hour. Sketch 0 1 outlines a

~su ested test configuration.

3.4.2 Hose Stream Test - Immediately following Test I, accessible sur-E 1 P 1 11 b e d t f th following hose stream tests. The hose stream shall be applied for a minimum of 2 1/2 minutes, without de-energizing the circuits.

PROPER SAFETY PRECAUTIONS SHALL BE EXERCISED. One of the follow-ing tests shall be used:

1. The stream shall be delivered through a 2 1/2 inch national standard playpipe equipped with 1 1/8 inch tip, nozzle pressure of 30 psi, located 20 feet from the system.

or

2. The stream shall be delivered through a 1 1/2 inch nozzle set at a discharge angle of 30'ith a nozzle pressure of 75 psi and a minimum discharge of 75 gpm with the tip of the nozzle a maximum of 5 ft. from the system.

or-

3. The stream shall be delivered through a 1 1/2 inch nozzle set at a discharge angle of 15'ith a nozzle pressure of 75 psi and a minimum discharge of 75 gpm with the tip of the nozzle a maximum of 10 ft. from the system.

NOTE: 81 is the preferred test.

3.4.3 Test II - Internal Fire - For systems/designs that require heat to act vate t e rotective Envelope, the system shall also be subjected to Test II - Internal Fire. Sketch 82 outlines a suquested.test configuration.

3.4.4 Cable Construction & Test Details 3.4.4.1 Cables shall be energized for circuit monitoring during Test Hethod I. For the purpose of this test method, "energized" means sufficient current to monitor failure.

3.4.4.2 Cable constructions shall be representative of cable used at the 'site. Cable tray loadings shall be in acc-ordance with suggested test layouts.

3.4.4.3 In both test methods, cable tray construction shall be representative of actual site conditions, where applicable.

3.4.4.4 Cable system supports shall be those currently found in nuclear power plants and follow accepted installation procedures. Care should be exercised in using only supports that are necessary for the test. Supports that are used for the Protective Envelope shall be part of the final installed design.

3.4.4.5 Thermocouples shall be located strategically on the surface and at one foot intervals in the cable system and temperatures recorded throughout the test.

3.4.4.6 Fire stops or breaks, if used, shall be acceptable to American Nuclear Insurers. Failure of the fire stop or break shall not necessarily constitute a failure of the the Protective Envelope.

3.5 The tests shall be constituted a failure if any of the following occur:

1. Circuits fail or fault during the fire test as required in Test I or fail during the hose stream test.

2. Cotton waste in Test II ignites during the test period.

3.6 The minimum fire endurance rating acceptable for Test I shall be one hour. If longer ratings are desired, they shall be in one hour increments, such as 2 hr. and 3 hr. ratings.

4.0 FINAL ACCEPTANCE Prior to any installation at plants insured by American Nuclear Insurers, or Mutual Atomic Energy Reinsurance Pool, complete plans outlining system to be installed, location, etc. shall be submitted for .review and acceptance.

JOLY, 1979

7/79 SUGGESTED TEST LAYOUT - TEST METHOD 1 EXPOSURE FIRE TEST CABLE PROTECTIVE ENVELOPE (Note 1.)

FIRE STOP I

FIRE STOP.

TEST ~ I I I OVEN~ I I cC I I I

)

CX O

I I CI FRONT VIEW END VIEW (NO SCALE)

NOTE 1: TWO PROTECTIVE ENVELOPES TO BE TESTED. ONE LOADED TO MAXIMUM (4Og)

DESIGN AND ONE LIGHTLY LOADED. (ONE LAYER).

SUfFICIENT CIRCUITS TO BE MONITORED TO DETECT FAILURE; CIRCUIT TO CIRCUIT, CIRCUIT TO SYSTEM, OR CIRCUIT TO GROUND.

VARIOUS TYPES OF CABLE; SUCH AS POWER, CONTROL AND INSTRUMENTATION.

CABLE SHOULD NOT EXTEND MORE THAN THREE FEET OUTSIDE THE TEST OVEN.

NOTE 2: DUE TO FURNACE DESIGN, IT MAY BE NECESSARY TO ENTER AND EXIT THE FURNACE ON THE TOP OR THE SIDE.

7/79 SUGGESTED TEST LAYOUT - TEST METHOD 2 INTERNAL FIRE TEST COTTON (OPEN AT BOTH ENDS) CABLE PROTECTIVE ENVELOPE WASTE 6

FT.'OTE 1: COTTON WASTE SHALL BE PLACED OVER THE ENTIRE TOP SURFACE OF THE TEST. SYSTEM AND A SAMPLE SYSTEM 6 INCHES BELOW THE TEST SYSTEM.

NOTE 2: THE CABLES USED IN THE TEST SHALL BE REPRESENTATIVE OF THE CABLE USED AT THE SITE. LOADINGS SHOULD BE 205 FILL WITH RANDOM LAY.

THE CABLES IN THE TRAY SHALL BE IGNITED USING THE "OIL SOAKED BURLAP" METHOD AS OUTLINED IN IEEE/ICC/WG 12-32, DATED 6/27/73, OR OTHER ACCEPTABLE "FLAME SOURCE",

DEPENDING ON DESIGN AND OPERATING CONDITIONS OF THE COATING. THE FLAME SOURCE SHALL BE LOCATED AT THE MID-POINT OF THE CABLE SYSTEM. THE INTENT BEING TO PROVIDE AN IGNITION/FLAME SOURCE THAT IS DESIGNED TO LAST APPROXI-MATELY 20 MINUTES AND ACTIVATE THE PROTECTIVE ENVELOPE.

OBSERVATIONS AND THERMOCOUPLE READINGS SHALL BE MAINTAINED FOR ONE HOUR FROM THE POINT OF IGNITION OF THE "fLAME SOURCE"

APPENDIX 8 SwRI SURVEILLANCE REPORT

No.

)

Pzojec c No. 0/- CS oA'eporc SURVZXgLANCE REPORT Dace:

Page ~

w4 ox PZ Surveillance Scoae: r 7 cow 4 r

Rezerence Ooc~encs:

Scarcing Oac: g Ending Dace: 3 ~ C.

Conducced By:

Persons Concacced: ~Ra Wino o A 4A Relaced Record Numbers:

Accachmencs:

Sacis=accozy Find'ags: /oR eo 5 e Q- 6 o F r ApoAr l.

~ 'Wh 4'Me Il re A/A row cJ 8

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~g Z~ce P ~Okra iQ. /Kd c o v thsaciszac o f Findings 'k' o <e Sfp+ S' eLh Z4 Cg g /

Recomzendac. ons/Accion:

Disc= bucicn: Or'ginal - ~manager o= gA P~t

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5 Cot)Les Oa g naco Aneroid fnspeccicn ="nz'".eerie jest: l) l!Gnage o~

Pmjec" .'!map Z 5~ (oj) 1'cy Assuranc VP, QASBE QEL P rson(s} Responsible "or Cor"ecc'ye Ac='on jQIp

Turne Mr.~. Phone Na:

Organization: Ext.:

Add F8': Ye@phone Chape:

City: Q incoming 0 Outgoing ion to be Taken:

Required Date:

tribudon:

Signature:

/ J'

PACK 1 OF PVI SK QRPKR 8<. PROAlF.CT ff<. OXR Hll.

Pr H%Q 8AM/ PR ACTlV17Y g Fg. / P~FQRhlgp BY PP gg Pelf C ~J.y lTF@ MSCRlPTIQll f Q/H khODK4, SFLD, $ 1TK, NAIF., ETC 3

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PROJECT IIAIIASER(PRO@ESP FILES PQASQll AESPOHSlOLK FOR CQAAKCTlE",6 AC'F10tl

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SHIPPING NOTICE JOB Nn 5856 'etto.~N5 III

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nni 622D SOLEBPA tloAP tti g~gget t~ t tnn ~ttt tti l..tlllltittfit OUTING COLLECT PREPAID AIR EXPRESS PURCHASE ORDER NO. OS 8 0 NO, ORIGINALMRR NO.

ss56 F-63871 hl A MATERIALORIGINALLY VENDOR PURCHASED ON P.O. NO, RAIL FREIGHT HIP N/A 0/A VIA REASON FOR SHIPMENT.

MOTOR FRIGHT PJ~8 L ~$ 7.'I h5 SHIPMENT AUTHORIZED FOR BECHTEL BY: BILLOF LADING ATTACHEI

, NA HA Hgg'IT EM QUANTITY NP, COMPLETE DESCRIPTION

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$ Rolls of 'White Tape 2 8oxes of Resperlators 2 Boxes of Stainless Steel Mire 2 5Ga 1 ion Buckets of I ns tumas t i c 2 Boxes of Kao-Mool 4 Air Hoses 1 Moisture Meter and Batteries Cauiking Empty 5 Ga'lion Buckets Stress Skin l Hilti Dr>> 1 50 Foot of Rope 2 Lugalls 5'oedv<V 6V.iQ CALM KLm~ PaAT5 4QiRF

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Power M-709 1/C 50D tIlCH 20 Ft, PO<<r M 110 l/C 360 VQ< 20 Ft.

Ppaer 8 5'l )/C 4/O <VG 2 20 Ft.

f'o;.rir M-012 4/0 Triplex 20 Ft.

P0MCY'ewflr M-713 2/0 f&plex 20 Ft, 8-718 0 2 Tr)plex 20 Ft.

P%'K~r Q<<116 2/C 8 2 NG Po Ft.

M-0)'J 3/C 0 4 AHG Q 20 Ft, Power'lier 84M 3/C 0 6 AMG

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Po<:ev M-221 2/C 0 S AUG 20 Ft.

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ConI:roI 8 047 7/C 812 AUG 13 20 Ft, Con.rol M 048 5/C ~:12 a~a 'l3 20 Ft, ontrol M 050 3/C klR NG 14 20 Ft.

1nstrvmentatiM 12 Shielded twistod prim 4 20 FC.

0 l6 AMG Jnstrunentat)on M~062 ,6,Shielded hiisted pairs 2 20 Ft,.

816 AWG.

LAstlUiilentation H 263 4 Shielded tsc$ stod pairs 5 20 Ft.

916 NJG 1nstMlientQt Ion 8 264 2, Shielded Vcistrd pairs 4 P.O Ft.

III'l6 I/O Instrur>entation M-M9 22/CJ16 N 6 >sich overall 4 20 Ft.

shia) d 1nstrum ntation M 071 5/C f'16 A!G i;l . 2 20 Ft.

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.ins tm-,.ento tion H-N8 . RB-1'lU Triaxial 3 20 Ft.

ti f Ig times ta on M-067 48/C f16 Shield 3 ZO Ft.

Note: A11 vendors supplying IK"=E 303 qJaliffed cab1e shall ba raprosantod in the fire tost.

Jp qt n

II 1b

%QF APPBSlX )

Slt.L OF MATERIALS UAN'ITY OESCRIPTIOH Ny'L SPEC C4 x 7.25 x 3g. {chawel)

~i ASSN A36 4" x 2 i/8" x 6" Lg, F'<lier Plate,

• AS'36 Carbon Stee>

6 Carbon 5teel Plate 3/)6" x 2" x 4" Lg. ~

ARITH Qs 5/8" 9 8olfs x 2$ " 1g. w/nut 5 s.t,dc Hardened Masher 12 4" 9 RD, HD. 8olts ~r/Hex, nut 5 std. A-325 rasher' 2" Lg.

Bevel Hashers for 9/8" 9 Solts Carhqo Steal A-325 Junction Box 24" x 1$ ' 10", Nemo Four ES-23A e/mounting lugs 2 Chasnal Combinations 28" Long (Un<strut-P)OQ1)

. 3/8" 9 x 1" Lg, Bolts (Unj true) 3/8" g x 5" Lg. Bolts (Hilt;i K~ik) 4" 9 x 54 Lg. Hex HD. Bolts e/Hex nut 5 A-325 Bevel >lashers 5" g Rigid Steel Cbnduht. x 8" Length (threaded E5 23A on both ends) 3/8" - N x~3 " Lg, Spl(oe 9olt ~v/Ov01 Type A-SN Phillips Slotted Heads ~/Nuts and Locking Qevices As Cables (Refer to folloicing page %br itglzized Pequ<red ilsting) IKEY 383 qual('ied As Required 3Z Splice Plates ESi)9 L 9;" x 2r;" x 5/16" x 4" Long ASYtl Carbon Steel Plate r;" x 6" x )'-4" f'STH fc

~ ~

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SILL GF HATERIALS OESCR!PT10H PAT'L S>r".C width x 4" depth x 65" length ScfT<d 8ottrz< ES-l&

Cable Tray

~ 38" gdth x 4" high 90 inside Riser EI. '12" Rad., Solid 0ottcm Cable Tray

. R8" ~iidth x 4" depth x 65" length Ladder SottoS ES-19 Cable Tray 18" Qdth x 4" high x 90o inside Riser E'1. Q" ES-l9 Rad., Ladder Hotted;s Cable Tray

. 18" width " 4" depth x 40" length Solid Sot';om KS 5 Cable Tray (H<ddly Sqction)

~ N" Ndth x 4" depth x 34" length 1 adder'ottom ES-l9 Qible Tn~y (YLiddle Section) 5" p Rigid Stee> Conduit x 29lg" length (thread d ES<<2A~

bn both ends) 5" 0 Rigid Steol Conduit x 68" length (threaded on bath ends) ES-23'S-23A 5" 8 Rigid Steel Conduit x SQ 3/4" length (thrmded an both ends) 8" 5 Rigid St'eel Conduit El. N" Ped. (threaded ES-23A on both ends) 5" 5 Rigid Steel Conduit x 38 3/4" lenath KS-ZA~

(threaded on both ends) 5" 0 Rigid Steel Conduit Couplinos CS 23A 5" g Rigid St l Conduit x N" length (threaded ES 23A n

on both ends) t%

Carbon Steel Plate 3/8" x 3" x 3" Lg, AsTH

'6 AS'STt1 x 8.2 x 44" Lg. (channel) A3.

C6 x f3 x 108" Lg. (channel) ASm A3 f.6 x 6 3/4 x l'-6" Lg. (angle) AS"~M 3," 9 x l2" Lg. Bolts (H]lt< erik) A3-'STH Condoit Cl af",p (Uni strut. P2558-60)

Caliban Steel Plate 4" x 6", x 6" Lg. i.3

n$

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CERTIFICATE OF CONFORMANCE PRODUCT DESCRIPTION BATCH NUMBER THERMO-LAG STRESS SKIN TYPE 330-69 4,000 Sq.Ft. T-32"21682-F-2 This will certify that the THERMO-LAG Material, as listed above, shipped to Bechtel Power Corporation, Agents for

~

Pennsylvania Power 6 Light Co., Susquehanna Steam Electric

~

Station, S Miles N.E. of Berwick, PA. on Route

~ ~

~

Purchase Order Number 8856-P-56718 REV. 2, meets TSZ's ll, North manufacturing and written quality control specifications.

Allen Thorpe Manager of Quality Control DATE: 8 Apri.l 1982 Bill of Lading No: 12013 Node of Transportation: Trans Con Truck Lines TSI, INC. ~ 3260 DRANNON AVE. ~ ST, LOUIS, hAO. 63139 ~ (3l4) 352.8422 '

Telex~ 44-2384

'I N

F O.

CERTIFICATE OF COiXPOKJANCE PRCDUGT DESCRIPTION ~UAiXTITY MT NMSER THERMO"'LAG STRESS SKIN l26 pieces 3~x8~ A-006 TYPE 330-69 Total: 3,024 Sq.Ft.

This will certify that the THERHO-LAG 1latexia3.s listed above and shipped to Bechtel Power Corporation, Agents fax Pennsylvania Power & Light Company, Susquehanna Steam Electric Station, 5 miles N.E. Of Berwick, PA. on Route ll North, Under Bechtel's Purchase.

Order No. 8856-F-56718, Revision l, meets TSX's manufacturing and written quality control specifications.

C'~

l~ vn ALLEN THORPE MANAGER OF QUAI.ITY CONTROL t

DATEt February 22, 1982 TSI B/L No: ll962 AIR FREIGHT ChRRIER: EMERY AIR FREIGliT

~HERY AIR FREIGHT NO: STL 12998

>St. ~NC '260 DRANNON AYE. ~ ST. LOUIS, Mo. 6313'7 ~ (314) 352 8422 ~ Tolox-. 44.2384

' ~ ~ ~ W fj\

CERTIFICATE OF CONFORMANCE PRODUCT DESCRIPTION QUANTZ1Y THEDIO-LAG STRESS SKIN 42 pieces 3'x8'~ A-006 TYPE 330-69 Total: 1,008 Sq. Ft.

This will certify that the THERtS-LAG Material listed above and shipped to Bechtel Power Corporation, Agents for Pennsylvania Power 6 Light Company, Susquehanna Steam Electric Station, 5 Miles f~erwkck, PA on Route North, under Beehtel's Purchase Order /l8856 -56718, evision 1, meets ll TSI's manufacturing and written quality control specifications.

ALLEN THORP MANAGER OF QUALITY CONTROL DATE; 3,2 February 1982 TSI BlL NO-'l953 AIR FREIGHT CARRIER: EMERY AIR FREIGHT r

REPAY AMB NO: l2996 0 ~SI. INC 3260 GRANDSON AVE. ~ ST. LOUIS, MO. 63139 ~ f314] 352.8422 I Toloxi 44 2384

I ii

~

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t i~

Report No.

Daze:

j Pro ecz No. d 'f' 7 J 6 g

'Page: oz SURVEX'LLANCE REPORT Sur Iei11ance Scope: as c c.Pe+ c Aa'l zs Pa s Rezerence Documents:

Starting Daze: Daze: g TuL P ~

Conducted By : Coc,k'nding Persons Conzac-ed: l4R Reiazed Record Numbers:

Attachments:

Satis factory Fm~~gs:

/= c co v + ~ 4 O lhsaziszaczory Find ngs:

Recommendations/Act on:

Oisz='ution: Or'~'aal - ~hnager oi QA 8~2%

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Pmject ManagerQ. P~ (g~) Wa1ity assur nc

'I?, QASBE ~g Person(s) Responsible =or Cor"ecz"re Act'on ~)ps

Report No. S&-055 Date:

Project No.

Page: or SURVEXLLANCE REPORT Surveillance Scope: 7 /I/ 8'8 S d/ItQ 4 7 7 hen o - 3e mfo-//

Re erence Documents I PP C- c. 'doo Starting Dat: Ending Date: g uc F ~

Conducted Sy :

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Persons Contac"ed: /l boc f A 0 P Related Record Numbers I Attac!Iments I Sat's factory Findings:

a- 4a ace.

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01st ut cn Or'~meal - ~manager o" gA

- Or g'nator g6N (EP Copies Aooroye Inspection Eng .".ee< SQ4\>~f(O>) Han~~ge oz Reject ~manage=g, (~ggQ <) Quail-y Pssu=anc VP, QASriE~(

P rson(s) Responsiole .or Cor ctIe Action

SOUTH WEST R ESEA R CH INST I TU TE DEVIATION AND NONCONFORMANCE REPORT PAGE I OF P SE ORDE N-. PROJECT N-. JOB REQUEST N-. DNR N>.

5/- r'cZ ITEM NAME OR ACTIVITY MFG./ PERFORMED BY P&4 WiRc 7ev7 ITEM DESCRIPTION ( S/N MODELi WELDi SITE NAMEi

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/$ 7aPW r e d 4/i DESCRIPTION Sub OF DEVIATION OR C /M /W Cg ~ au/IrS NONCONFORMANCE i rV <arm of rO a ~e

/

P PROBABLE CAUSE OF DEVIATION Al EC,

/I/OCAJ)V'I

/OCla OR eI 8 NONCONFORMANCE>

1( 2 8$

ORIGINATOR (NAME) DATE i IPTION OF CORRECTIVE ACTION i S<

Qa CORRECTIVE ACTION TO 8 E TAKEN BY (NAME ): TARGET DATE FOR INITIATION OR COMPLETION D I S POS ITIOUS:

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AN D NOT E S:

0 0

-r LI ST OF ATTAC HMENTS STATUS:

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-'ER DISTRIBUTION:

MANAGER OF 0 A ORIGINATOR F QA (SIGNATU PRO JECT MANAGER ( PRO JECT FILES)

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SURVEILLANCE REPORT Surre'llance Scoae. 44+4 C Qezex nc Oocuaenzs: PW W sc do Scarcug Daze: g. C. uC PZ Ending Oate: g. ~C Conduc".ed By:

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Saris:ac-ory Findings: Ar Cc ~4 CA r~

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Ois e. vuzicn Or ~weal - Manager oz gA CoPies - Or g'aator K6U-

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Re1ated Record Numbers Attachments:

Satisfactory FLn(LQgs i e Wt"uRM C o 8o ue Wor P~am Aors'rw u i Ph Ae,Cw o' eta 6 Me co 4e cr so ~a Unsatisfactory Findings:

Recommendations/Action:

Dis" 'bution: Or'inal - Manager of gA 8C tO CoPies .'inator rC.C ~ A>>royed fnsuection Eng '".ee= . 'MQV(oi llanager Qt P~jec= ~fanage 4 <Geist (C ~) ~1'-.g Assu=anc m, ySgEM Person(s) Resaonsib1e or Caz==c='ve Ac".ion g )g

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Persons Contac-ed: Loc ob 4 LG 7iC 2 r Related Record Numbers Attachnents:

Satis ac ory FlQdings Acs's s Pe Is 7 b of ~6(u wezs 5~ 'oy~ <o 4 aJ a Ph w racW

)

Unsatisractory F~mdings:

Recomnendations/A~on:

Dist~ bution: Or'z~aal - ~hnage o" + 6~~

Copies - O-.g abator <<+a Abbroved Inspection Eng'neer S. S l!anager

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P son(s) Responsible =or Cor" ctime Action &JR

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SURVEILLANCE REPORT Suz Ie'lanc Scobe: PA/e J J'B 0 QA //C r~'i B t'u it CM+J fhen o -L Reze nce Documents: A c. 5'c. W ooo Xe v 0 6-Star ing Oat: u .FZ. Ending Date:

Condncted 3y : .~a Persons Contacted: lc-g Vrouw Related Record Nucbem Attac!@sents:

Satis&.ctory F&dings:

CArc&8'ols ~aR. 2 w e u o m A4C 7 H J' Bc 4

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Recoendat 'ns/Ac&on:

Oist anti cn'r'eal Cobies

- Manager oz QA 4& +

SEX 0 g naroz Abbrovcd:

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Distribution Or ginal - Manager of QA Copies - Originator Appro Inspection Engineer Manager o=

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CORRKCTIYK ACTION 70 QK TAKKII 8Y j NARK) ." 088 IIO.:

vzss M~zi ~c NOTIFICATIOII OF COAAKCTIVK ACTION COAIP4KTE . ( I"ROVIDK DATK, IIAHKS, RKLATKD. IIKCDRQ IIVAfQKRS, KTC. 48 APPQJCAQI.K ):

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APPENDIX C TEMPERATURE DATA

PACE 1 TEST DATE OF TEST...}0 AUG 82 PROJECT NO.:.;01-7163-00}

DATA F ILE. ~ . ~ ..PPM.3 DI%e ~ ~ ~ ~ ~ ~ ~ s JB 3 TINE MIN SEC Ti-2 Ti-3 T1-4 Tl-5 Ti-6 Ti"7 Tl-8 Ti"9 Ti"10 Ti-11 Ti-12 Ti-l3 Tl"14 Ti-15 Ti-}6 0 0 80 79 Si 81 82 83 97 82 86 92 105 80 81 80 82 85 3 15 81 80 82 83 83 83 97 83 86 92 105 80 82 81 83 86 6 0 90 84 87 88 87 83 98 88 85 90 105 83 87 88 85 92 9 14 113 105 105 85 98 106 84 89 106 100 }10 108 88 1}P.

12 0 153 }31 }37 128 134 91 136 87 89 106 154 177 126 79 15P.

15 13 126 150 }52 157 172 115 99 178 82 88 106 213 241 156 117 }96 18 0 145 }52 179 176 191 }52 100 ~ 187 84 64 105 194 240 176 141 200 21 13 160 171 }84 189 195 176 100 188 86 52 106 }Oi 234 }94 174 202 24 0 174 186 200 195 202 183 100 195 86 57 106 188 232 204 192 203 27 3 184 195 206 203 187 }00 199 8? 70 106 205 224 208 205 30 16 }92 199 209 200 202 187 100 204 87 75 105 218 219 211 Zl5 226 33 0 200 206 2}6 204 206 188 101 214 88 76 106 225 218 391 178 36 13 222 223 239 208 210 186 102 231 90 89 105 225 218 319 200 P41 39 0 240 258 287 211 216 184 101 242 94 98 105 224 2}5 247 232 241 42 14 281 289 320 222 232 183 102 258 105 220 239 272 257 233 45 0 308 317 344 253 254 185 104 279 93 102 107 232 265 305 283 258 48 14 334 350 369 273 274 }85 105 300 96 102 }07 P57 292 331 3}5 284 51 0 345 389 418 289 289 }86 106 32} 94 104 108 272 318 355 354 309 54 14 372 466 428 26 303 189 107 346 92 104 108 283 340 406 409 356 57 0 401 527 455 314 191 108 369 92 104 108 29~ 428 453 400 60 14 444 593 469 380 330 192 108 402 91 105 107 320 351 439 47P. 427 63 0 48} 662 5}l 4}P. 344 192 108 424 89 103 106 %7 367 463 500 460 66 14 208 229 }S6 3SS 351 196 }09 341 61 74 107 327 363 141 272 262 69 0 200 152 }49 360 329 198 1}0 2}5 62 88 105 303 344 174 }94 97D 72 14 209 140 }37 341 315 191 lii 206 78 104 104 P91 334 P.O9 171 343

13 1 F Sc L TEST DATE OF TEST...10 AK 82 PROJECT HO;:..01-7263-001 DATA FILE......PPM 3 DISKs ~ ~ ~ ~ ~ ~ ~ ~ r J8 3 TIME MIH SEC TB-1 T2-2 T2-4 T2% T2-6 T2-7 T2-8 T2-9 T2-10 T2-11 T2-22 T2-13 T2-14 T2 "15 0 0 93 90 82 81 78 78 79 78 78 80 79 83 90 3 15 92 90 82 81 79 80 78 78 79 78 78 81 80 6 0 93 82 84 80 81 78 78 79 81 85 86 84 90 9 14 94 83 89 84 79 79 81 88 103 113 89 90 12 0 94 92 84 114 107 81 83 87. 84 103 128 143 110 90 15 13 93 91 146 104 88 80 87 84 117 134 168 128 91 18 0 94 91 101 174 160 133 90 87 90 88 129 159 177 145 91 21 13 94 92 122 192 182 143 90 87 92 146 173 184 156 91 24 0 94 92 144 199 193 159 101 92 99 159 178 189 163 99 27 3 95 93 162 244 190 171 111 105 108 104 168 188 196 169 93 30 16 94 93 171 201 198 185 121 116 118 108 177 197 208 173 94 33 0 93 17P 203 199 187 128 119 12S 113 1S3 225 216 176 95 36 13 90 95 75 205 200 192 134 137 117 188 216 239 180 96 39 0 93 94 176 210 200 195 145 146 141 123 191 P.35 253 180 97 42 14 93 94 177 227 204 195 j53 156 148 131 197 264 267 181 99 45 0 95 96 180 P.45 220 200 162 166 156 139 P.05 280 282 183 102 48 14 95 98 181 262 239 211 170 176 164 146 214 296 P.97 184 104 51 0 93 98 182 275 261 2P7 176 184 171 152 232 309 312 185 105 54 14 95 98 184 291 290 267 186 194 178 160 261 326 330 190 107 57 0 94 98 186 304 319 298 1'96 203 185 167 278 340 344 200 108 60 14 93 98 188 321 357 334 211 214 193 175 295 358 360 214 109 63 0 91 98 190 iq<

338 385 367 226 223 201 183 307 373 375 221 ill 66 14 89 99 358 410 404 248 232 211 193 292 396 397 227 112 69 0 94 100 197 337 376 227 267 242 218 202 252 387 402 237 114 72 14 95 102 195 319 345 241 P.76 246 226 212 248 360 388 250 116

PAGE 1 L

TEST DATE OF TEST...10 AUG 82 PROJECT NO.: .. 01-7163-001 DATA FILE......PPM 3 D Isa ~ ~ ~ ~ ~ ~ ~ ~ e JB 3 TINE NIN SEC T3-1 T3"2 T3"3 T3-4 T36 T3"6 T3-8 T3"9 T3-10 T3-la T3-12 T3-13 T3-14 T3-15 0 0 91 90 82 79 79 77 78 78 78 78 78 78 80 81 89 3 15 92 82 80 79 77 78 78 78 78 80 82 89 6 0 92 91 8P. 81 80 77 80 78 79 80 79 83 86 82 89 9 14 94 93 83 96 89 77 90 84 95 93 84 110 l21 90 12 0 94 93 83 134 99 77 83 90 99 92 72 145 159 117 90 15 13 93 92 85 174 145 85 75 98 104 91 118 172 182 138 91 18 0 93 92 90 186 167 77 112 106 lio 147 183 189 149 91 21 13 94 97 194 181 77 148 113 146 153 165 188 193 15S 91 24 0 94 93 107 196 189 72 167 140 164 170 177 191 196 163 92, 27 3 94 115 197 192 77 176 178 182 184 196 200 168 30 16 94 94 123 197 194 77 182 170 185 188 188 204 215 174 33 0 94 94 125 198 193 77 185 176 190 206 191 Bla 218 175 95 36 13 93 96 131 202 194 69 187 181 196 222 204 232 240 175 39 0 93 95 136 210 196 77 185 187 203 205 Bli 257 263 179 98 42 14 92 95 139 219 204 76 213 196 222 222 232 281 286 184 45 0 94 96 244 226 79 263 Bii 253 251 249 301 307 192 102 48 14 95 98 148 267 248 80 285 234 272 273 267 322 329 198 103 51 0 95 98 152 285 264 80 297 255 292 283 341 346 201 105 54 14 94 98 358 315 282 80 319 277 317 318 303 364 363 208 106 57 0 93 98 165 323 297 80 345 299 340 340 321 380 373 217 107 60 14 92 98 175 m 318 79 463 332 371 369 345 398 396 416 229 241 108 109 98 346 335 79 505 364 395 394 368 413 63 66 14 0 92 93 97 1S3 189 324 361 80 494 397 210 211 392 441 444 P58 ill 94 191 384 374 80 210 197 188 210 398 427 452 271 113 69 0 9P.

93 98 194 384 385 79 172 251 203 201 379 405 453 283 116 72 14

PAGE 1 DATE OF TEST...10 AUG 82 PRO JECT HO.: .. 01-7163-001 DATA FILE.... ~ .PPKL3 DISK..........JB"3 TIME MIH SEC T4-1 T4-2 T4-3 T4-4 T4% T4-7 T4-8 T4-10 T4-11 T4-12 T4-13 T4-14 T4-15 T4-16 0 0 78 88 81 79 78 78 78 93 78 78 78 78 79 96 79 3 15 78 88 81 '79 78 78 78 78 79 79 80 79 82 97 79 6 0 79 88 81 83 78 82 82 9P sa 81 81 88 84 97 84 9 14 95 88 93 108 83 96 96 93 114 105 98 109 12 0 109 89 117 134 92 118 112 oe 101 114 117 144 133 99 155 15 13 118 89 146 168 115 118 147 173 175 100 18 0 131 89 163 186 144 163 120 95 132 147 180 192 186 125 100 174 21 13 141 90 176 172 isi 162 96 143 176 192 197 189 143 100 187 24 0 174 90 181 198 isi 189 182 96 168 189 196 200 193 154 113 198 27 3 191 91 187 192 194 195 192 97 185 197 199 202 197 162 101 210 30 16 198 02 189 202 198 200 199 97 189 200 201 204 200 167 101 ZP7 33 0 201 92 187 203 201 222 214 96 191 210 209 215 201 169 101 240 36 13 199 92 186 208 203 243 228 96 198 218 221 264 186 171 106 261 39 0 197 94 187 213 206 249 237 97 204 226 237 292 204 173 102 279 42 14 204 94 185 229 216 274 264 96 221 240 300 313 219 174 102 301 45 0 213 97 188 252 234 300 286 97 248 273 334 349 261 177 104 325 48 14 234 98 194 274 255 329 313 99 266 301 371 385 287 179 106 352 51 0 258 99 201 290 273 357 339 99 284 324 408 416 304 184 105 374 54 14 284 100 207 298 392 369 98 306 350 466 465 323 187 107 401 57 0 307 101 223 326 328 421 397 97 337 379 484 479 340 189 108 427 60 332 101 246 351 362 458 434 97 381 416 513 480 365 191 108 456 63 0 360 102 264 374 391 494 470 96 435 463 544 496 388 192 108 482 66 388 103 274 404 433 536 530 97 481 518 567 534 447 197 109 519 69 14 0 208 103 283 423 453 514 464 93 401 495 574 547 467 204 ill 401 72 14 204 103 295 437 460 502 428 93 399 460 578 560 477 209 112 365

PACE 1 FEST DATE OF TEST...10 AUG 82 PROJECT NO.: .. 01-7163-001 DATA FILE......PP4~L3 DISKe ~ ~ ~ ~ ~ ~ ~ ~ s JB 3 TINE HIN SEC AD1-1 AD1-2 ADi-3 ADi-4 AD1-6 0 0 80 80 82 82 83 87 3 15 101 84 83 84 84 87 6 0 114 90 84 97 92 87 9 14 149 112 126 127 111 88 12 0 171 143 172 151 1P6 88 15 13 192 171 211 186 146 88 18 0 210 192 225 215 165 89 179 90

'32 21 13 209 197 243 24 0 212 199 229 238 186 91 27 3 236 205 226 247 196 92 30 16 264 213 229 269 193 93 33 0 241 226 231 278 231 81 36 13 312 251 240 308 242 86 39 0 329 281 252 312 259 98 42 14 352 307 265 327 273 99 45 0 372 326 281 343 288 103-48 14 394 341, 301 361 302 106 51 0 418 380 319 377 315 108 54 14 450 416 338 396 331 ill 57 0 471 434 352 411 344 113 60 14 496 458 373 429 359 116 63 0 518 476 390 443 371 118 66 14 466 492 407 430 384 121 69 0 408 473 255 285 325 126 72 14 366 450 303 313 301 131

PAGE 1 TEST DATE OF TEST...10 AUG PROJECT HO ~ .'. 01-7163-001 DATA FILE......PPSL3 0 IS}<.......... JB-3 TIE }}It} SEC AD2-1 AD2-2 AD2-3 AD2-4 AD2-5 AD2-6 AD2 "7 0 0 80 81 82 81 81 85 97 97 96 3 15 82 83 84 82 81 85 98 98 96 6 0 85 96 92 91 82 85 99 100 96 9 14 91 140 113 120 83 85 101 101 97 12 0 103 174 136 148 86 86 100 100 97 15 13 127 207 178 169 94 86 97 97 97 18 0 140 210 192 182 107 87 98 98 84 21 13 159 207 199 191 121 88 99 99 98 24 0 146 209 205 199 131 89 101 100 97 27 3 181 2i5 208 207 141 91 101 101 98 30 16 186 228 212 218 161 93 97 98 119 33 0 189 236 213 245 151 96 98 98 97 36 13 227 247 214 204 143 77 61 75 116 39 0 196 261 217 298 162 100 96 99 96 42 14 208 275 226 326 164 101 95 99 96 45 0 223 29P. 246 350 169 105 97 97 97 48 14 250 315 278 377 174 107 97 98 98 51 0 272 342 297 395 178 109 97 97 97 54 14 295 376 315 418 184 iii 96 c5 96 97 57 0 315 410 332 441 192 113 95 96 60 14 351 452 353 463 201 114 95 94 95 63 0 368 487 371 481 211 116 92 93 66 14 370 260 394 501 228 119 91 89 91 69 0 322 203 229 479 237 124 91 87 89 72 14 305 190 248 442 233 128 93 89 91

PAGE 1 8c L TEST 1 DATE OF TEST...10 AUG 82 PRO JECT HO.: .. 01-7163" 001 DATA FILE......PPSL3 DISK... ~... ~ .. JB-3 TIME MIH SEC AD3-1 AD3-2 AD3-3 AD3-4 AD3-5 AD3-6 0 0 79 80 81 80 79 81 3 15 79 80 81 80 79 81 6 0 80 82 85 85 86 81 9 14 87 l32 133 124 143 82 12 0 127 187 199 184 196 86 15 13 188 197 208 208 205 101 18 0 202 203 208 208 206 122 21 13 206 203 207 208 204 144 24 0 202 201 205 210 202 160 27 3 159 193 200 208 202 176 30 16 194 185 196 204 245 198 33 0 194 182 195 202 204 213

 %6  13    189           175          202           212           278   216 39   0    190           180          221           221           218   195 42  14    186           228          257           246           231   195 45   0    185           273          293           280           255   197 48  14    191           321          337           318           287   197 51   0    205           362          375           350           317   196 54  14    225           410          422           387           354   197 57   0    253           453          467           419           387   197 60  14    289           506          524           460           429   195 63   0    321           552          571           499           469   203 66  14    362           599          633           548           516   231 69   0    389           625          670           590           360   255 72  14    409           654          682           575           272   273

PAGE 1 TEST DATE OF TEST...10 AUG 82 PROJECT HO.: .. 01"7163-001 DATA FILE. ~...PPi%L3

                  ~                  DISKe ~ ~ ~ ~ ~ ~ ~ ~ o JB 3 TINE MIH SEC   AD4-1        AD4-2      AD4-3           AD4-4            AD4%  AD4-6 0   0     79            79        80                 79            79    81 3 15      83            80        85                 80            84    82 6   0    109            91       128                 84           121    98 9 14     202           179       199               115            177   155 12    0    204           193       201               139            189   186 15  13     198           ie9       198               159            193   196 18    0    196           189       204               175            198   200 21  13     213           195       231               191            206   199 24    0    251          202        285               204            210   202 27         289          216        m                 224            219   212 Up  16     314          256        374               254            226   226 33    0    334          2ee        410               280            234   247 36         295          455        497               314            258   251 39    0    390          356        490               343            351   280 42  14     419          397        550               379            380   301 45    0    446          439        606               412            392   318 48  14     479          509        661               451            416   M9 51    0    510          536        713               485            44p   354 54  14     551           59        794               524            466   377 57    0    617           720       857               551            495   385 60  14     675           789       892               576            534   403 63    0    738           872       939               604            560   426 66  14     678           809       823               657            599   452 69    0    511           648       710               687            623   460 72  14    425           572       605               648            623   452

PAGE 1 TEGT DATE OF TEST.. ~ 10 AUG 82 PROJECT HO".: ..01-7163-001 DATA FILE......PPKL3 DISK..o.e.... JB-3

                                                                                     ~

TIME MIN SEC C 1-1 Cl-2 C 1-3 C 1-4 Ci "5 Ci-6 Ci "7 C 1-8 . Ci"9 C 1-10 Cl-11 Ci-12 Cf"13 Cf-14 Cl-15 Ci-16 Cl-17 0 90 84 79 79 78 78 78 78 78 79 78 78 78 78 79 SP. 87 0 91 85 80 79 78 78 78 78 79 78 79 82 87 3 15 80 79 78 78 78 78 79 78 78 78 79 80 S7 6 0 91 85 92 85 81 79 78 78 79 80 79 79 78 78 79 80 82 82 88 9 14 12 0 92 85 82 79 78 78 80 83 80 80 79 78 82 83 86 p SS 89 83 Si 81 79 88 89 91 8~ 89 15 13 92 85 84 79 79 79 83 91 85 86 80 79 81 88 95 88 57 85 81 95 92 84 89 18 0 81 79 84 93 104 95 86 89 84 103 104 105 85 ap 21 13 92 SS 89 24 0 92 86 91 82 80 88 98 fii 102 89 94 88 111 lf 1 112 87 90 91 86 95 85 82 93 103 118 109 94 117 119 120 89 90 27 3 30 16 90 86 98 87 84 98 120 115 100 104 98 123 125 127 91 91 0 90 86 126 90 86 116 113 130 121 105 108 103 127 131 134 93 91 36 13 87 87 10S 93 90 105 119 138 128 112 102 110 131 142 140 95 90 39 0 90 87 107 97 92 lii 124 143 133 117 119 115 139 145 150 98 92 42 14 89 87 iio 100 96 116 130 150 140 123 125 121 146 153 159 101 92 45 0 89 90 117 106 ioi 138 160 149 132 133 129 163 169 105 48 14 90 91 123 ill 106 146 170 157 140 148 141 f47 136 143 163 171 172 181 180 189 iio 114 95 96 51 0 89 92 129 117 110 135 153 179 164 54 14 87 93 137 122 115 142 161 189 172 157 155 151 181 191 198 120 96 120 151 169 199 179 164 163 15S 189 200 208 f24 91 57 0 86 95 144 128 60 14 86 97 155 137 125 160 178 210 187 176 172 166 200 212 214 131 98 63 0 85 98 165 145 129 168 186 219 195 187 180 174 210 222 220 l37 98 66 14 88 101 176 157 137 177 196 233 205 195 190 185 223 234 231 146 foo 69 0 88 104 101 163 141 isi 203 240 210 202 197 190 230 242 23S 152 102 72 f4 86 107 186 169 148 185 209 246 214 210 205 195 236 248 251 159 103

PACE P 8c TEST DATE OF TEST...10 AUG 82 PRO JECT HO.: .. 01-7163-001 DATA FILE......PPM.3 DISK...... ..JB-3

                                                             ~ ~

TIHE MIH SEC Ei-2 E2-4 E3-3 E5-3 E6-2 E7-1 Es-3 E9-1 ES-3 S"5 0 0 79 78 78 79 81 79 80 19 80 77 3 15 80 80 78 79 lii 82 80 81 b2 88 117 155 243 6 0 90 87 79 86 158 91 88 90 127 9 14 123 99 94 117 201 126 iis 139 161 14G 403 12 0 158 112 116 177 258 175 152 197 195 178 593 15 13 161 117 116 189 331 164 164 190 179 193 865 18 0 165 135 128 190 490 168 165 186 isi 199 1122 21 13 185 148 151 201 685 171 171 182 185 2j.o 1468 24 0 197 163 168 201 733 189 174 186 a92 213 1552 27 3 202 176 isi 200 667 214 182 205 196 242 1516 30 16 213 188 186 207 606 238 188 233 199 270 1411 33 0 264 199 190 222 567 255 188 253 206 289 1363 36 13 311 211 198 350 513 276 190 273 286 304 1339

~9     0  345  221  205        419        495         300           195         295  3a7  323  1324 49  14    381  239  225        526        468         325           198         319  382  344  1315 45     0  408  257  242        597        454         349           201         338  429  363  1275 48        430  276  258        656        433         376           204         359  478  420  1293 51     0  485  295  277        697        426         398           220         399  514  462  j303 54  j4    551  311  303         751       417         426           37G         461  556  511  1307 57     0  601  325  334         792       418          452          519         514  59/  547  1323 60   j.4  658  340  387         861       425          485          654         570  635  582  1352 63    0  694  354  417         886       4QQ          515          677         602  681  595  1341 66  14   152  352  210         847       424          246          169         582  736  570   396 69    0  131  317  182         734       303          262          212         198  626  499    168 72  14   aQp  289  174         649       256          219          205         171  551  412    197

PAGE 1 TEST DATE OF TEST...10 AUG 82 PROJECT HO.: .. 01"7163-001 DATA FILE ~... ~ .PPM.3 DISK..........JB-3 TINE HIH SEC TOP AVG BOT Ai/G OVERALLAVG 0 0 88 79 79 3 15 91 429 551 6 0 92 878 1180 9 14 93 1125 1387 12 0 94 1174 1413 15 13 92 1188 1403 18 0 92 1224 1447 21 13 94 1259 1472 24 0 95 1308 1498 27 3 1425 1326 1530 30 16 1449 1366 1561 33 0 1472 1410 1586 36 13 1569 1436 1589 39 0 1549 1481 1609 42 14 1572 1521 1631 45 0 1586 1551 1640 48 1607 1578 1655 51 0 1624 1585 1663 54 14 1644 1595 1673 57 0 1657 162P. 1696 60 14 1677 1653 1706 63 0 0 0 66 14 0 0 0 69 0 0 0 0 72 14 0 0 0

PPK:L TEST 1

              + OVERALL AVERAGE                         Eii9   STD CURVE
                +  El'iS + i8%                          >  E:119  18%

2500 2000 1500 1000

    /(i 500 20                                40 T It"IE ( I"II tiIUTES)

TEST DATE: 18 AUG 82 PROJEI"T lG: 81-7163-881

P P 4 L TEST 1

                     + T1 l                     v'l-3 4  T1-2                      Tl-4 700 500 400 300 200 100 30 TIt"IE (l"1ltlUTES)

TEST DATE: i8 AUG 82 PRQj ECT NQ.: 81-7i63-881

TEST 1

                     +   Tl-5                v Tl-7 W   Tl-6                ~ Tl-a 700 500 400 300 200 lOO 10           20                                        5O TINE (NINUTES)

TEST DATE: i8 AUG 82 PROJECT NQ.: 81-7163-881

                             +  Ti-9                 v Ti11 700                      w  Ti-i8                   Tl-12

- . 500 400 500 P 200 100 10 20 TIt"1E (MINUTES) TEST D.-'.TE: i8 AUG 82

P P h. L TEST 1

                    + Tl-13                 w Tl-15 a T1-14                 ~ Tl-l6 600 500 400 500 200 4

100 ~J 40 TINE (NIti!UTES) TEST DATE: 18 AUG 82 PRO JEI"T NO ~: Cil 7163-Ei81

P P 5 L TEST 1

                     + T2 1                 T2 3 4 T2-2                  T2-4 400 300 209 100 TINE (MINUTES)

TEST DATE: 18 AUG 82 PRGJE:T NCl.: 8i-"i63-88i

                     +  T2-5                   T2 7 T2 E                  T2-8 500 400 300 200 100 20 TINE (NIti!UTES)

TEST DATE: i8 AUG 82 PRQj ECT NQ.: 8i-7163-88k

P P K: L TEST l

                       +  T2-9               v T2-1 a T2-18                  T2-12 500 400 300 5 200 100 10                                                     50 TINE (NINUTES)

TEST DATE: 18 AUG 82 PROTECT NG -: 81-7163-881

P P h L TEST

      +  T2-13                 w T2-i4                      ". T2-l5 400
 >00 5 200 100 10 TIt"IE (Alta!UTES')

TEST DATE: i8 AUG 82 PRuj ECT NQ.: ii-7i63-88i

P P h L TEST 1

                       + T3-i                  T3 3 4 T3-2                  T3 4 400 300 4

200 100 30 TIME (MIt~jUTES) TEST DATE: i8 AUG 82 PROJECT t'Iu.: 8i-7i63-88i

P P b. L: TESi 1

                             +  T3-5                  Y T3-7 4 T3 8                  > T3-8 600 400 300 EL I~

CL gpA gf gc UJ 100 0 3Q 50 TIf"lE (MINUTES) TEST DATE: i8 AUG S2 PROJECT NO.: 8i-7163-881

P P 4 L. TEST '1

                                       'f T3-li T3-l2 500 400 300 200 100 10                      30 TINE (NINUTES)

TEST DATE: i8 AUG 82 PROJECT NO-: Gi 7163-88i

P P i~ L TEST 1

     + T3-l3                  w T3-14                 v T3-'l5 400 300 200 100 20 TIt"lE (NINUTES3 TEZT DATE: i8 AUG  82                  PRQJECT NQ-: 8~-7163-P~8l

400 300 Woo l00 10 T It"lE (MINUTES) TEST D.-'.TE: i8 AUG 82 PROTECT NO-: 8i-7163-881

P P h. L TEST

                     +  T4-5                        T4 7 600                   w  T4-I                      ~ T4-8 500 400 300 200 l

10 40 60 TIt"IE (l1ItilUTES) TEST DATE: i8 AUG 82 PRQj ECT t~!G.: 81-7i63-881

P P h L TEST 1

                     + T4-9                Y T4-ll 4 T4-18                  T4-12 500 400 300 200 100 20                                        50 TENE (NItilUTES)

TEST DATE: 18 AUG 82 PROJECT tlO-: 81-7163-88l

TEST 1

                     + T4-13                v T4-i5 4 T4-14                  T4-i6 600 500 400 500 200 I

10 50 60 TINE (I"IINUTES3 TEST DATE: i8 AUG 82 PROj ECT NQ.: 8i-716.-88i

TEST 1

    +  ADi-1               k ADi 2 600 500 400 300 200 l00 TINE (NINUTES)

TEST DATE: i8 AUl 82

    + ADl-4 600 400 300 200 I

10 20 50 TINE (NINUTES) TEST DATE: 18 AUl 82 PROJECT t tO.: 81-7163-881

TEST 1 AD2-i 4 AD2-2 600 400 300 200 100 l 50 TIME, (MINUTES) TEST DATE: 18 AUG 82 PROTECT NCI .: 81-7163-881

p e ~ L TEST l AD2-b 600 400 300 200 P I 100 TINE (NINUTES) TESl DATE: i8 AUG 82 PROJECT t G -: 8'1-7163-88'1

P P K: L TEST l

     + AD2-7                  k AD2-8                      AD2-S 600 400 300

=200 20 30 Jo 60 TINE (NItilUTES) TEST DATE: i8 AUG 82 PROTECT t!O.: 81-7i63-881

P P h L

      +  AD3-'l                4 AD3-2                   tID3 3 500 400 500 P 200 40 TINE (MINUTES)

TEST DATE: 18 AUG 82 PROJECT NO.: ei-7163-881

P P 6: L TEST 1 4 AD3-5 AD3-6 700 600 500 400 300 P zoo

 ]. 00 30 TINE (NIt~lUTEB)

TEST DATE: i8 AUG 82 PPOj ECT tilO -: 81-7163-881

P P h; L TEST 1

     + AD4-'1                                                 AD4-3 200 20 a

Tl( lE t.'MINUTES) TEST DATE: i8 AUG 82 PROTECT t'0 - '- Gl-71S3-88'1

P P h: L TEST 1

          + AD4-4               4 AD4-5
     -I 600 I

400 40 TINE (NINUTES) TEST DATE: 18 AUG 82 PROTECT t{O.: 81-:163-881

Cl 3

                                             ~ Cl 4 300 250

. 200 150 100 50 I 10 20 40 50 TIl"IE (t=lINUTES) TEST DATE: 18 AUG 82 PRQj ECT NO.: 81-7'163-681

P P k L TEST 1

                      +  Cl-5                    ~ Cl-7 300                    w  Cl-6                    ~ i l-8 250 200 150 100 30                           50 TIMBRE (I"lINUTES)

TEST DATE- i8 ALIS 82 PROJECT NO-'l-7ir)3-88k

300 250 200 150 100 50

   '1 0 30

P P 4 L TEST 1

                     + Ci-13    v Cl-l5       ~  Cl-16
                     ~ Ci-14                  ): C'1-17 300 200 150 100 30 TINE (NIt~jUTES:j TEST DATE: i8 AUB  82                           PROJECT NO.: 8i-716-'-Eir.ig

P P h L TEST 1 600 4QO 200 TIt1E (MINUTES) TEST DATE: 18 AUG 82 PPOJECT NO 7163-881

P P 4 L TEST l E7 1 1000 600 400 TINK (NINUTES) TEST DATE: 1'UG 82 PRClj EET NO.: 81-7163-881

P P 6: L TEST 1 EB 3 l000 600 400 TINE (IIINUTESi TEST DATE: i8 AUG 82 PRQJECT NG.: 8i-716:--88i

P P c L TEST 1

                      +  E4-4                      ~ E'I-i 1000 800 600 400 30 TIl"lE (l1It lUTES)

TEST DATE: 18 AUG 82 PPQj EI:T NG.: el-7163-881

0 PP5:,LTT.'1

                             + E5-3 1000 200 I

20 30 40 S0 TINE (NINUTES) TEST DATE: i8 AUG S2 'ROJECT tfQ.: Si-7iG -88i

P P h L TEST 1 o ES-- ES-5 2000 1750 1500- - 1250 ~ ii)00 ~f 750 500 10 30 4I',i TIf"tE (t1It~lUTES) TEST D.-".TE: 18 AUG 82 PRQj ECT NQ.: 81-7163-8Ci'1

APPENDIX D CIRCUIT INTEGRITY DATA

PAGE F'c L TEST DATE OF TEST...10 AUG 82 HO.:.. 01-7163-001 DATA FILE......PPKL3'ROJECT DISKe ~ ~ ~ ~ ~ ~ ~ ~ ~ JB 3 TIHE HIH SEC Ti-CC-D83 Ti+C-016 Ti-CG< 12 Ti<G-R35 'i<OH-L05 Ti<OH<27 0 0 999999 999999 999999 999999 999999 999999 3 15 999999 999999 999999 999999 999999 999999 6 0 999999 999999 999999 999999 999999 999999 9 14 999999 999999 999999 999999 999999 999999 12 0 999999 999999 999999 999999 999999 999999 15 13 999999 999999 999999 999999 999999 999999 18 0 999999 999999 999999 999999 999999 999999 21 13 999999 999999 999999 999999 999999 999999 24 0 999999 999999 999999 999999 999999 999999 27 3 999999 999999 999999 999999 999999 999999 30 16 999999 999999 999999 999999 999999 999999 33 0 999999 999999 999999 999999 999999 999999 36 13 999999 999999 999999 999999 999999 999999 39 0 999999 999999 999999 999999 999999 999999 14 999999 999999 999999 999999 999999 999999 45 0 999999 999999 999999 999999 999999 999999 48 14 999999 999999 999999 999999 999999 999999 51 0 999999 999999 999999 999999 999999 999999 54 999999 999999 999999 999999 999999 999999 57 0 999999 999999 999999 999999 999999 999999 60 14 999999 999999 999999 999999 999999 999999 63 0 999999 999999 999999 999999 999999 999999 66 14 999999 0 999999 999999 999999 999999 69 0 999999 0 999999 999999 999999 999999 72 14 0 0 0 999999 999999 999999

PAGE 1 P P 8c L TEST DATE OF TEST...10 AUG 82 PROJECT HO.:..01-7163-001 DATA FILE......PPKL3 DISKe ~ ~ ~ ~ ~ ~ e ~ ~ JB 3 TINE HIH SEC T2-CC-D83 T2+C<25 T2-CG-750 T2CG<14 T2<OH<03 T2<OH<16 0 0 999999 999999 999999 999999 999999 999999 3 15 999999 999999 999999 999999 999999 999999 6 0 999999 999999 999999 999999 999999 9 14 999999 999999 999999 999999 999999 999999 12 0 999999 999999 999999 99S999 999999 999999 15 13 999999 999999 999999 999999 999999 999999 18 0 999999 999999 999999 999999 999999 999999 21 13 999999 999999 999999 999999 999999 24 0 999999 999999 999999 999999 999999 27 3 999999 999999 999999 999999 999999 30 16 999999 999999 999999 999999 999999 999999 33 0 999999 999999 999999 999999 999999 999999 36 13 999999 999999 999999 999999 999999 999999 39 0 999999 999999 999999 999999 999999 99999S 42 14 999999 999999 999999 999999 999999 999999 45 0 999999 999999 999999 999999 999999 999999 48 14 999999 9S9999 999999 999999 999999 999999 51 0 999999 999999 999999 999999 999999 999999 54 14 999999 999999 999999 999999 999999 999999 57 0 999999 999999 999999 999999 999999 999999 60 14 999999 999999 999999 999999 999999 999999 63 0 999999 999999 999999 999999 999999 999999 66 14 999999 999999 999999 999999 999999 999999 69 0 999999 999999 999999 999999 999999 999999 72 14 999999 999999 999999 999999 999999 999999

PAGE 1 TEST 3 DATE OF TEST...10 AUG 82 PROJECT HO.:"01-7163-001 DATA FILE......PP5L3 DISH... ..~...JB-3

                                                         ~

TIHE HIH SEC T3<C-D83 T3-CC<25 T3<G-750 T3CG-D14 T3-COH<03 T3<OH-Q16 0 0 999999 999999 999999 999999 999999 999999 3 15 999999 999999 999999 999999 999999 999999 6 0 999999 999999 999999 999999 999999 999999 9 14 999999 999999 999999 999999 999999 999999 12 0 999999 999999 999999 999999 999999 999999 15 13 999999 999999 999999 999999 999999 999999 18 0 999999 999999 999999 999999 999999 999999 21 13 999999 999999 999999 999999 999999 999999 24 0 999999 999999 999999 999999 999999 999999 27 3* 999999 999999 999999 999999 999999 999999 30 16 999999 999999 999999 999999 999999 999999 33 0 999999 999999 999999 999999 999999 999999 36 13 999999 999999 999999 999999 999999 999999 39 0 999999 999999 999999 999999 999999 999999 42 14 999999 999999 999999 999999 999999 999999 45 0 999999 999999 999999 999999 999999 999999 48 14 999999 999999 999999 999999 999999 999999 51 0 999999 999999 999999 999999 999999 999999 54 14 999999 999999 999999 999999 999999 999999 57 0 999999 999999 999999 999999 999999 999999 60 14 999999 999999 999999 999999 999999 999999 63 0 999999 999999 999999 999999 999999 999999 66 14 999999 999999 999999 999999 999999 999999 69 0 999999 999999 999999 999999 999999 999999 72 14 999999 999999 999999 999999 999999 999999

PAGE 1 P P S, L TEST DATE OF TEST...10 AUG 82 PROJECT HO.: .. 01-7163-001 DATA FILE......PPM.3 DISK.......... JB-3 TIHE HIH SEC T4<C-D83 T4<C<25 T4-CG-350 T4<G-L12 T4-COH <05 T4<OHM7 0 999999 999999 999999 999999 999999 999999 15 999999 999999 999999 999999 999999 999999 0 999999 999999 999999 999999 999999 999999 14 999999 999999 999999 999999 999999 999999 12 0 999999 999999 999999 999999 999999 999999 15 13 999999 999999 999999 999999 999999 999999 18 0 999999. 999999 999999 999999 999999 999999 21 13 999999 999999 999999 999999 999999 999999 24 0 999999 999999 999999 999999 999999 999999 27 3 999999 999999 999999 999999 999999 999999 30 16 999999 999999 999999 999999 999999 999999 33 0 999999 999999 999999 999999 999999 999999 36 13 999999 999999 999999 999999 999999 999999 39 0 999999 999999 999999 999999 999999 999999 42 14 999999 999999 999999 999999 999999 999999 45 0 999999 999999 999999 999999 999999 999999 48 14 999999 999999 999999 999999 999999 999999 51 0 999999 999999 999999 999999 999999 999999 54 14 999999 999999 999999 999999 999999 999999 57 0 999999 999999 999999 999999 999999 999999 60 14 999999 999999 999999 999999 999999 999999 63- 0 999999 999999 999999 999999 999999 999999 66 14 999999 999999 999999 999999 999999 999999 69 0 999999 999999 999999 999999 999999 999999 14 999999 999999 999999 999999 999999 999999

PAGE 1 DATE OF TEST. ~ .10 AUG 82 PROJECT NO.:..01-7163-001 DATA FILE......PPM 3 DIRo ~ ~ ~ ~ ~ ~ ~ ~ ~ JB 3 TIME MIH SEC AD1-CCL07 ADi<GD42 ADi<OHQ25 0 0 999999 999999 999999 3 15 999999 999999 999999 6 0 999999 999999 999999 9 14 999999 999999 999999 12 0 999999 999999 999999 15 13 999999 999999 999999 18 0 999999 999999 999999 21 13 999999 999999 999999 24 0 999999 999999 999999 27 3 999999 999999 999999 30 16 999999 999999 999999 33 0 999999 999999 999999 36 13 999999 999999 999999 39 0 999999 999999 999999 42 14 999999 999999 999999 45 0 999999 999999 999999 48 14 999999 999999 999999 51 0 999999 999999 999999 54 14 999999 999999 999999 57 0 999999 999999 999999 60 14 999999 999999 999999 63 0 999999 999999 999999 66 14 999999 999999 999999 69 0 999999 999999 999999 72 14 999999 999999 999999

PAGE 1 L TEST DATE OF TEST...10 AUG PRO JECT HO.: .. 01-7163"001 DATA FILE......PPM.3 DISKs ~ ~ ~ ~ ~ ~ ~ ~ ~ JB 3 TIHE HIH SEC AD2-CCQ27 AD2<GD83 AD2-COHL12 0 0 999999 999999 999999 3 15 999999 999999 999999 6 0 999999 999999 999999 9 14 999999 999999 999999 12 0 999999 999999 999999 15 13 999999 999999 999999 18 0 999999 999999 999999 21 13 999999 999999 999999 24 0 999999 999999 999999 27 3 999999 999999 999999 30 16 999999 999999 999999 33 0 999999 999999 36 13 999999 999999 999999 39 0 999999 999999 999999 42 14 999999 999999 999999 45 0 999999 999999 999999 48 14 999999 999999 999999 51 0 999999 999999 999999 54 14 999999 999999 999999 = 57 0 999999 999999 999999 60 14 999999 999999 999999 63 0 999999 999999 999999 66 14 999999 999999 999999 69 0 999999 999999 999999 72 14 999999 999999 999999

PAGE 1 P I 8c L TEST DATE OF TEST...10 AUG 82 PRO JECT HO.: .. 01-7163-001 DATA FILE. ~....PPM 3 D ISRe ~ ~ ~ ~ ~ ~ ~ ~ ~ JB 3 TIkE kIN SEC AD3-CC-Q16 . 0 0 '99999 3 15 999999 6 0 999999 9 14 999999 12 0 999999 15 13 999999 18 0 999999 21 13 999999 24 0 999999 27 3 999999 30 16 999999 33 0 999999 36 13 999999 39 0 999999 42 14 999999 45 0 999999 48 14 999999 51 0 999999-54 14 999999 57 0 999999 60 14 999999 63 0 999999 66 14 0 69 0 0 72 14 0

PAGE 1 TEST DATE OF TEST...10 AUG PROJECT HO. 01-7163"001 DATA FILE......PPM.3 DISK e ~ ~ ~ ~ ~ ~ ~ e ~ JB-3 TINE NIH SEC AD4<CQ12 AD4<GD62 AD4<ONL05 0 0 999999 999999 999999 3 15 999999 999999 = 999999 6 0 999999 999999 999999 9 14 999999 999999 999999 12 0 999999 999999 999999 15 13 999999 999999 999999 18 0 9S9999 999999 999999 21 13 999999 999999 999999 24 0 999999 999999 999999 27 3 999999 999999 999999 30 16 999999 999999 999999 33 0 999999 999999 999999 36 13 999999 999999 999999 39 0 999999 999999 999999 42 14 999999 999999 999999 45 0 999999 999999 999999 48 14 999999 999999 999999 51 0 999999 999999 9999S9 54 14 9999S9 999999 999999 57 0 999999 999999 999999 60 14 999999 9S9999 999999 63 0 999999 999999 999999 66 14 0 999999 999999 69 0 0 999999 999999 72 14 0 999999 999999

PAGE 1 TEST DATE OF TEST...10 AUG 82 PRO JECT HO.: .. 01-7163-001 DATA FILE......PPKL3 DISKa ~ ~ ~ ~ ~ ~ ~ ~ ~ JB 3 TIME MIH SEC COH-CCD42 COH-CCQ27 COH-CG500 COHCGL05 COH-COHL07 COH-COHQ26 0 0 999999 999999 999999 999999 999999 999999 3 15 999999 999999 999999 999999 999999 999999 6 0 999999 999999 999999 999999 999999 999999 9 14 999999 999999 999999 999999 999999 999999 12 0 999999 999999 999999 999999 999999 999999 15 13 999999 999999 999999 999999 999999 999999 18 0 999999 999999 999999 999999 999999 999999 21 13 999999 999999 999999 999999 999999 999999 24 0 999999 999999 999999 999999 999999 999999 27 3 999999 999999 999999 999999 999999 999999 30 16 999999 999999 999999 999999 999999 999999 33 0 999999 999999 999999 999999 999999 999999 36 13 999999 999999 999999 999999 999999 999999 39 0 999999 999999 999999 999999 999999 999999 42 14 999999 999999 999999 999999 999999 999999 45 0 999999 999999 999999 999999 999999 999999 48 14 999999 999999 999999 999999 999999 999999 51 0 999999 999999 999999 999999 999999 999999 54 14 999999 999999 999999 999999 999999 999999 57 0 999999 999999 999999 999999 999999 999999 60 14 999999 999999 999999 999999 999999 999999 63 0 999999 999999 999999 999999 999999 999999 66 14 999999 999999 999999 999999 999999 999999 69 0 999999 999999 999999 999999 999999 999999 72 14 999999 999999 999999 999999 999999 999999}}