ML20092N663
| ML20092N663 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 06/12/1984 |
| From: | SARGENT & LUNDY, INC. |
| To: | |
| Shared Package | |
| ML20092N662 | List: |
| References | |
| 6995, 6995-00, NUDOCS 8407030406 | |
| Download: ML20092N663 (735) | |
Text
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O ' (_ l SEISMIC SURVIVABILITY STUDY FOR MP-45 EIESEL GENERATORS 9 i 1
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v Prepared By Component Qualification Division For ; Long Island Lighting Co. l ! Shoreham-Nuclear Power Station Project Number: 6995-00 l .. l l Report No. COD-014046 l 'Rev. 00 June 14,,19R4 8407030406 840615 3-P,DRADOCK05000g .
1 Shoreham Nuclear Power Station Q Seismic Survivability Study for MP-45 Diesel Generators !o l SARGENT& LUNDY COMPONENT QUALIFICATION DIVISION .. u a,~ . . . .
l _ _ . _ _ _ . . _ _ _ _ _ . _ _ . _ . ISSUE
SUMMARY
(' COMPONENT - - - -
. . ... ._. PROJ. NO.: 6995-00 QUALIFICATION SARGENTELUNDY olau CQD-
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'-7 a~e**ma6 DIVISION REV COMMENTS RESPONSIBILITY DATE PREPARED SY: S-O 84
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00 Original Issue ,, ,y, g_g ,g4 APPROVED BY: . 'yyn Q f h -/E-8// L/ PREPARED BY: BREVIEWED SY:
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PREPARED SY: REVIEWED BY: (
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PAEPARED BY: S EVICWiO BY: APPROVED SY: PREPAHED SY. REVIEWED BY: APPHOVED BY: l l i PREPARED BY: I REVILWED BY; APPHOVED BY: l PREPAHED BY: , REVIEWkD BY APPROVED BY: l l . ,
~~ ~~ ~ ~ ~ ' E A R G E N T C: LUNDY EN GIN E ERs CHICAGO TABLE O'F CONTENTS ,
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... Title Page . . . . . . . . . . . . . . . . . . . , . . . . . i Issue.. Summary . . . . . . . . . . . . . . . . . . . . . . 11 Table of Contents . . . . . . . . . . .. . . . . . . . . . . iii Furpose . . . . . . . . . . . . . . . . . . . . . . . . . 1-3 Conclusion . . . . . . .'. . . . . . . . . . . . . . . . . .
4 Recommendations . . . . . . . . . . . . , . . . . . . . . . 5-9 Methodology . . . . . . . . . . . . . . . . . . . . . . . 10-11 List of Equipment . . . . . . . . . . . . . . . . . . . . 12-19 APPENDIX-A A.1 Response Spectra Comparison . . . . . . . . . . . . A1,1-A1,17 APPENDIX-B Seismic Analysis Af the Accessory Components B.1 Lube Oil System . . . . . . . . . . . . . . . . . . Bl.1-Bl.ll8 B.2 Fuel Oil System . . . . . . . . . . . . . . . . . . . B.3 Cooling System . . . . . . . .~. . . . . . . . . . B.3.3-B.3.69 g
- B.1 Electric Start System . . . . . . . . . . . . . . . B.4.1-B.4.23 B.5 Air Intake & Exhaust System . . . . . . . . . . . . B.5.1-B.5.24
\- B.6 Generator System . . . . . . . . . . . . . . . . . B.6.3-B.6.20 B.7 Small Bore Piping and Couplers . . . . . . . . . . B.7.)-B.7.68 B.8 Engine Enclosure . . . . . . . . . . . . . . . . . B.B.1-B.8.12 B.9 Miscellaneous Components . . . . . . . . . . . . . B.9.1-B.9.29 APPENDIX-C Electric Equipment l
C.1 Electrical Equipment Panels . . . . . . . . . . . . C1.1-C1.49 1 C.2 Control Instruments . . . . . . . . . . . . . . . . l APPENCIX-D Analysis of the Enaine Assembly D.1.1-D.l.74 l APPENDIX-E Computer Output El.1 APPENDIX-F Photographs F1-F3 5 . I 1 A s
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REVISION oO S*' OiLE W A AA _. CALC.NO.: C_OD O f 4 04 6 PROJECT: AN DATE- E.h O' PROJECT NO.: NU 00 - REVIEWED BY. , (signature) (w A. CONCLUSION OF REVIEW h Accepted O Rei.ci.d Comments:
- 8. DESIGN INPUT DATA St. Has the input data been approved for use? -
EY.s Om c HCFM ut T \ Comments- (AEG A dic TION * $~ ' O T THit -_ B2 is the input data applicable for this analysis? Yes O No Comm ents- -_ C DOCUMENTATION
' C1. Does the analysis include, as applicable, purpose. input data, assumptions, and h Yes No Comments: _
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C2 is the analysis property documented,in accordance with Quality Assurance P
\{c O No Y.s
,)g Comments:
N D TYPE Of AN ALYSIS (Check one or both, as applicable) j E g $ Hand prepared desagricalculation C Computer aided design calculation. T
- ! , E TECHNICAL ADEOUACY No E1. Assumptions _ Are the assumptions used valid? hYes 6[. Comments: l th I[ MECHANICAL DEPARTMENT STANDARD CHECKLIST FOR NONSTANDARD NUCLEAR SAFETY RELATED ANALYSES
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FOR OFFICE USE ONLY NOT TO BE 1 xAs- s -2.3 SARGENT&LUNDY SENT OUTSIDE OF SARGENT & LUNDY , 23,,,,,,,,,, p,g, y og 3 j lh ! l l _ ..__ _ . _ _ _ _ . _ . _ _ _ _ . _ _ . _ . , _. ., _ _._..__ ________.l
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9 oO CALC.NO2 GQQ NM REVISION._.@J2._ PROJECT NO _ i . E2. Modetz is the analytical model(s) used adequate for this application? b Y.s O no Comments: Complete E3 and/or E4, depending on the type of calculation. E3. Hand-prepared calculation E31 Method of review The review was conducted using: A detailed review of the original calculation. hh/N/O d**/ C An*[/I* S
)I A review by an alternate, simplified or approximate method of calculation A review of a representative sample of repetitive calculations. (O/ferg )
i A review cf the caiculation against a similar calculation previously perfcrmed. E3 2 Are the hand prepared calculations technically adequate? E Yes O No Comments. E4 Computer aided design calculation AS@ Program Number: #97/ICI//i Of 7050ft h E41 Program Acronym. .siGo E4 2 Run i D (s)/Date(s):t M.pe 8ee J off )
//de Ammar / S /l/r <heids/ / dr //c ds/
( E4 3 is the computer program appiscable for this calculation 7 ! b Y.s O No E4 4 is the program maintained in Computer Services Division controlled flies? Yes No Has the program been validated in accordance with Appendia H of CSD Standards and Procedures Manual (GOP 41)? No L.J Yes-a) Provide validation documentation file no.: b) Has it been documented that the program used is identical to the one l validateo? Yes O No Ea 5 is the computer program input correct? h 9 Yes No hh Oe E4 6 Does the program input contain sufficient accuracy to produce results within any numerical O% limitations of the progiam? 4* E E Yes O No O E4 7 Are the computer results consistent with the input? E, OE hYes No
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FOR OFFICE USE ONLY NOT TO BE SENT OUTSIDE OF SARGENT & LUNDY es=sessene - Page 2 of 3 Y
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l PROJECT NO . 995-o O CALC.NO.: COD-O/f0484 REVISION DO ( E4.8 Are the results correct and within stated assumptions and limitations of the program 7 E Yes b No E4.9 Are the computer-olded calculations technically adequate? hYes O No Comments-F COMMENTS [m a l- s , slreie n innnh re$at beenadone l saso:ab h _'
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ENGINEERO
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Calc. No.Jata CQu b .-QL-pfg,,.5f Pace Proj. No: .
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of Oc /.- Purpose i The purpose of this report is to present the findings of the seismic survivability study performed on the General Motors ! MP-45 diesel generators, at LILCo's Shoreham Station. Seismic
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' survivability is defined as the ability.of a mechanical or electrical component to remain structurally intact and operable following an SSE level earthquake. All of the essential compo-nents that are located in the system have been addressed in one of three sections of this report. Each section deals with a spe-cific group or type of component.
Appendix B addresses all of the accessory components that are not an intricate part of the engine assembly. A list of all of the essential mechanical components that are located in the system can be found on pages 12 through 19. This list contains both the accessory components as well as the intricate engine components. Appendix D.1 addresses the engine assembly as a whole, as well as j all of the components that.are bolted directly to the block. A
- detailed list of these components is included on pages D.1.34 through 3.1.42.
The electrical switchgear and control instrumentation are
/~'\ addressed in Appendix C.2. A list of these components is also i k- / included in Appendix C.2 and can be found on pages C.2.3 through ; C.2.15.1. The equipment is separated and listed by panel.
Appendix C.2 contains a detailed finite element analysis of the
" worst case" electrical panel. The analysis was used to develope elevated accelerations for the electrical devices mounted on the e panels, as well as demonstrate that the panels will remain a structurally intact when subjected to an SSE level loading. The results of the elevated response spectrum and base spectrum comparisons can be found in Appendix A.l.
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SARGENT & LUNDY
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Conclusions (' The The findings from this study will be presented in two parts. This first part will address all of the mechanical equipment. and includes the engine, the intricately mounted engine components, all of the remaining accessory componentsf The second part will deal with the electrical devices. Mechanical Evaluation in two The mechanical components were analyzed for the most part, Appendix B add secticns of this report. components that are not an intricate part of the engine assembly. This includes all of the components that are not directly bolted to the engine. A list of all of the accessory items can be found 1 l on pages 12 through 19. All of these items, with the exception of the radiator bracing, water jacket pipe support, weld repairs and panel supports; were found to be suitable to withstand an SSE level earthquake and remain operable following the event. These conclusions are based on an analysis or evaluation of each !. accessory item in the system. Modifications for those items listed 1 above have Thebeen included equipment hasinbeen the recommendations analyzed with the suggested section of this modi-
- report.
fi, cations and found to be adequate. The engine assembly and all of its intricate components were also l
\ found to be able to experience an SSE level earthquake and f unction l This was demonstrated by a combina-properly following tion of test and analysis.
the event.All of the components that were consi-dered to be part of the engine assembly are listed in Appendix D on pages D.l.34 to D.l.42. Electrical Evaluation The electrical components and devices that were found to have an existing seismic qualifications document that enveloped the A list required response spectrum for Shoreham, are qualified. of the devices and the method of analysis can be found on pages C.2.3 through C.2.15. The remaining electrical equipment was - a.' dressed using a study that was performed for the Nuclear The study, Regulatory Commission entitled Subsystem Fragility. NUREG/CR-2405, makes use of statistical techniques to obtain con-fidence levels in the equipment's ability to survive an earthquake on a generic basis. Using the study and applying' it to the remain-ing components on the MP-45, we found that a 99% confidence level .. was reached. The study addresses To f both structural integrity and urther supplement the study, operability of the components. a detailed check of the mcunting bolts on many of the instruments was performed. All of the bolts were found to be acceptable and would remain intact during an SSE event. l
u- - .- - - . - . - . . . . SARGENT Si LUNDY Rev: ^* Date: 6 t-ef ENotNEtas Proj. No: 4, M s te a concaso (/)h
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'{- Recommendations k
A - Radiator Support The existing perforated channel sections running lengthwise on both sides of the center line were found to be overstressed for both OBE and SSE loads. Therefore, it is recommended that the addition of two 3 in. I-beams (S 3 x 7.5) be made. The additional I-beams should be attached to the side walls and placed in a position such that they support the perforated channels at their mid-spans. One of these new beams will be supporting the channel sections on the f an side span, and the other will be on the engine side span (see attached sketch). These additional supports will bring the stresses within the allowable limits for both OBE and SSE load g cases. B - Switchgear Cubicle 1A Door Panel The auxiliary switchgear Cubicle 1A door panel is used to support a large number of electrical devices. As it stands, the panel was found to have predominant frequencies in the high energy range of < l the Shoreham spectrum. In order to control excessive amplification of ground motion it is recommended that the panel be stif f ened. It was shown by analysis that the use of 2x2x1/4 in, angle sections will provide additional structural strength to the panel. These ' reinforcements can easily be mounted to the front of the panel. ,, l See attached sketch for the suggested locations. O,- l
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x Fnae . le . ...-- Of. - - () C - Engine Jacket Water Pipe Supports The 3-1/2" diameter engine jacket water pipe running diagonally with respect to the radiator units has two clamped supports; one near the fan side wall and the other near the middle beam. These items are corroded and should be replaced with a new and improved design. D - Batteries Gaps existing between the batteries and housing walls should be padded with elastic material preferably along the side ribs of the batteries. Complete filling of the gaps is not recommended, O Q some allowance for air circulation should be made. ( E - Radiator Compartment Walls Excessive corrosion was observed at several locations on the radia-tor compartment walls and integral structural members. These corrosion products should be renoved and the welds should be re-worked to assure structural cor.tinuity. F - General Observations During Master Unit Walkdown During the walkdown performed on the master unit (Engine No. 2), The cracks had been the aftercooler ducts were found to be cracked. welded to stop any propagation but had reopened. These cracks ,, ! should be repaired again to ensure that further propagation will not occur. It should be noted that these cracks are in an air
'~ duct and would not in any way cause the failure of the generator i
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( - ( F - General Observations During Master Unit Walkdown (Cont'd.) system to operate. Slight weld cracking was also noticed near the air turning box mounting brackets. These welds should also be repaired to ensure that structural integrity be maintained. It is recommended that a thorough inspection of all four of the engines be performed and that repairs be made as reouired. G - Equipment Requiring Confirmatory Analysis The equipment listed below is in need of further analysis to con-firm the findings reached in this report. These are components that were determined to be acceptable based on sound engineering judgement. The items are as follows: I) Generator Cooling System II) Air Turning Box III) Battery Charger IV) Exciter V) Shutter System VI) Enclosure VII) Electric Starter Motors VIII) Cable Buss Assembly It is also recommended that a detailed walkdown be performed on l l Units 1, 3 and 4 to ensure that the critical devices are similar to. those found on the master unit. v)
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- Develop floor response spectrum from the seismic time history provided by LILCO.
- Compare this floor response spectrum against floor response spectrum used in the seismic qualification of Emergency Diesel Generator System for LaSalle County Station. (It should be noted that the diesel engine used for LaSalle Station is same model as the one used in LILCO's Shoreham Station) .
- Prove the seismic survivability of the GM-EMD engine by the methodology provided at the end of this section.
- Analyze all of the accessory components that are not an intrica te part of the engine assembly by simple hand calculation using the Strue upperboyndresponsespect{um.hisanagurglintegrity'andoperability as requ red, were pro en yt ys s.
- Perform detailed finite element analysis on the worst case electrical panel to prove the structural integrity of the panels. Also, obtain elevated response spectrum at device f~ locations which will be used for the seismic evaluation of the electrical components.
( j
- Compare and show these elevated response spectra are bounded
(, by the elevated response spectra obtained for the panels in LaSalle County EDGS.
- Raview the S&L data base to obtain seismic qualification documents for some of the electrical devices and reference this data.
- Provide a confidence levels for the seismic survivability electrical devices by use of the NUREG/CR2405 document.
- Provide recommendations on required modifications on the EDGS system.
EMD ENGINE EVALU.'. TION The engine evaluation will be performed using a combination of analysis and test. Use will be made of the existing work that has been performed by GM-EMD and outlined in their E77-1 and E77-1A reports. ,, (/- v
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\ ~ The engine block and all of its internal components will be qualified in conformance with IEEE-344 (1975), Section 7, 3
i paragraph 7.5 " Shock Testing." In this paragraph the ; standard states that shock testing performed in conformance with various military standards, "for example MIL-S-901C," ; ' that can be shown to have sufficiently high accelerations, > "far higher than earthquake levels," and sufficient duration ! can be used for qualification purposes. The Navy shock testa referenced in GM's report E77-1 were carried out in conformance with MIL-S-901C. The acceleration levels measured during the test (at the control point) were 100 to , 3 j 200 g's in the vertical and 45 to 120 g's in the horizontal. i Required EPA levels to cover the LaSalle, Clinton and { Shoreham plants are 0.3 g's in the horizontal and 0.775 g's in the vertical. Along with the above-mentioned shock tests j there is also an extensive amount of work done by SWRI*to ' determine resonant frequencies and operating loads for cer-tain components. engine is in fact aInrigid this structure, documentation it is shown that the i therefore, EPA levels apply (this is true for the block and all internal components) . j Using both of the'above-mentioned reports along with some i simple analysis showing the magnitude of inertial loading j during operation, a strong case can be made as to the
- # adequacy of the angine block and internal components. An ;
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actual experience with running EMD engines during an earth- t i i quake of magnitude 6.2 on the Richter scale will also be ! i
' utilized to further substantiate the adequacy of these engines under seismic loads. ;
{ II) Analysis k In order to supplement the shock test sind address any 4 external components attached to the gine which may have j predominant frequencies below 33 Hz, the GM analysis out-I lined in E77-1A will be used. In this ~ analysis detailed frequency calculations were performed and correlations i made between the shock levels and given responses to an input of 3 g's in the horizontal and 1 g in the vertical. : ! This range.is done for each item found to be in the flexible ( It should be noted that in order for the engine and engine i j components to survive the normal . operating loads 'of the engine, they have been designed to have frequencies higher than the engine vibration range and well above the seismic range. (Note - Previous finite element analysis has' proven structural integrity of the engines). .. t 1 1 i O s t
- Southwest Research Institute i
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................. i wwxxVVE221 j EXAMPLE: LOG NUeRBER 08 03 04 1400 REPRESENTS THE LILCO 20-CVLINDER ENGINE COOLING WATER ERPANSION TANK
- VV - SU8 COMPONENT AND/OR SYSTEM LEGEND (CONT'DI f ww - C1.IENT IDENTIFICATION ...........................................
08 - LONG tstate LIGHTING COespANY 10 . FAN t9 - RADIATOR SHOREHAM PLANT 92 - RIGHT ANGLE GEAR DRIVE 43 - CEAR drive CDOLER , f 14 - INTAKE AIR SYSTEM l l 4 15 - ENHAUST GAS SYSTEM i l KR - teAJOR SYSTEM IDENTIFICATION ,6 - LUBE OIL SYSTEM g t7 - BOOSTER PUMP SYSTEM 03 - 20 CVLINDER Ete-645 ENGINE IS - CONTROL OR TRANSFDPleER PANEL SYSTEMS
- 06 - GE NE R ATOR 19 - D AY F UE L T ANK5 OT - AIR START 20 - LOCAL INSTRUesENT OR ENGINE GAUGE PANEL 29 - COseMON SWITCHGEARS f 22 - ELECTRIC START SYSTEM .
23 - NOT USED YV - SU8 COMPONENT A80/OR SYSTEM LEGEND 24 - BATTERIES , 25 - BATTERY CHARGER C1 - SsLIC 26 - JUNCTION SOA O2 - ENGINE 27 - SWITCH BOX 03 - ACCESSORY RACM 28 - SRACIM3 ASSEteLV, PUseP DRIVE SYSTEM ! 04 - COOLING WATER. RAOIATOR SYSTEM . 05 - NOT USED 2222 - GENERIC COsePONENT IBGENTIFICATION 06 - FUEL Ott SYSTEM ---------------------------------------- _ et - GENERATOR SEE ITEMS LISTED INSIDE mmmp 08 - EXCITER $ E. y F . 09 - NOT USED . M 3 *
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SARGENT & LUsey REVISION: O PROJECT MateE: LILCO 1 DATE: 12 JUN 84 g PROJECT NO. : 6995-00 COMPONENT QUALIFICATION O! VISION PAGE 1 OF 7 r CLIENT: LONG 15 LADE LICHTING CD. STATUS OF EDG5 MECHANICAL COMPONENTS FOR LILCO MP-45 OIESE.L GENERATORS l PART NUM8ER/ PHOTO'RAPHIC VENDOR LOC REFE6 4CE PAGE REFERENCE METHOO OF ANALYSIS LOG 94AEIER DESCRIPTION ORAwlNG NO. 8.9.10 STATIC COEFFICIENT PER 0803010000 SKIO. 20 cvLtloER ENGINE GM-EMD ON IEEE-344 (1975). POWER 575. ON 8.8.2 STATIC COEFFICIENT PER l 0003090100 ENCLOSURE.20 cvt. ENGINE IEEE-344 (1975). ON D1 REVIEW OF GM E77-f 4 E77-1A. 1 0803020000 ENGINE 20-645E4 GM-EMD wOOOWARD ON D.1 REVIEW OF GM E77-1 & E77-1A. - 0003020100 GOVERNOR A55*V EG8-to REVIEW OF GM E77-1 4 E77-1A. ! GM-EMD ON O.1 0903020200 COVERNOR DRIVE A55EM8LY 8163123 GM-EMO ON O.1 REVIEW OF GM E77-1 & E77-14. j Ce030203OO FLYWHEEL A55'y RINGGEAR i
& COUPLING DISCS ON 8.9.22 STATIC COEFFICIENT PER ! t 0903020508 CUAeO. FLvwHEEL. LHS 8369631 GM-EMO IEEE-344 (1975). ;
GM-EMO ON 8.9.22 STATIC COEFFICIENT PER , 0903020502 GUARD. FLVWHEEL. RHS 8361632 IEEE-344 (1975). l ON 54 8.9.24 OETAILEO OYNAMIC ANALYSIS. g 0903030000 RACM. ACCESO#f 4 I ON 8.7.2 STATIC COEFFICIENT PER I 0803040100 FLER CONNECTION. ASST 55381-3.4 IEEE-344 (1975). WATER JACMET PIPING STATIC COEFFICIENT PER I 0903040109 PIPING. SCH 40 ENGINE SKETCH GM-EMO ON 5.6.55.56 8.7.20 IEEE-344 (1975). OUTLET TO RADIATOR ON D.1 REVIEW OF GM E77-1 & E77-1A. 8363280 GM-E MO 0903040103 ADAPTER. WATER OUTLET
- ENGINE TO H-M PIPING ON 7 8.7.20 STATIC COEFFICIENT PER ,,,n GM-END a 0903040f04 PIPING. RADIATOR TO IEEE-344 (1975). ** --
I N <y= p~n~ LUBE OIL COOLER ON 82 8.7.20 STATIC COEFFICIENT PER GM- E 8s0 OP93040tO6 PIPING. COOLER TO WATER 8367825 IEEE-344 (1975). 2i 2 PUMPS (2) (TEE) 8359018 GM - E MO 8.7.20 STATIC COEFFICIENT PER .9 h e GM-EMO ON 8 0803040107 PIPING. ORAIN IEEE-344 (1975). Q b LJ cn ON 9 8.7.20 STATIC COEFFICIENT PER 0903040108 PIPING. IOMeERSION HEATER GM-EMD IEEE-344 (1975). 4 ? STATIC COEFFICIENT PER % GM-EMD ON 57 8.7.20 IEEE-344 (1975). 0803040109 PIPING. COOLING SYSTEM VENT GM-EMO ON 90.11 8.7.20 STATIC COEFFICIENT PER ojFl~gy(3 0803040110 PIPING. ERPANSION TANK IEEE-344 (1975). g;4 i OVERFLOW GM-EMD ON 82 8.7.20 STATIC COEFFICIENT PER %yp 0803040111 PIPING. EXPANSION TANK IEEE-344 (1975). g 70 WATER PUMPS GM-EMD ON ENGINEERING EVALUATION- y 0803040401 SUPPORT. WATER JACwET PIPING IN RAO!ATOR ROOM GM-EMO ON D.1 SEE RECOce8ENOATIONS REvlEW OF GM E77-1 & E77-9 L. h; 0803040608 PUMP. WATER. LHS R248341 ON D.* REVIEW OF GM E77-1 & E77-tA. 0903040602 PtSep. WATER. RHS 824834e GM - E MO ON D.1 REVIEW OF GM E77-1 & E77-1A. . 0803040603 PIPING. WATER PUMP R346691 GM -E MD e R., . SARGENMLUllDY 4 4 M. .
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A V SARGENT & LUNDY REVISION: O PROJECT NAME: LILCO 1 DATE: 92 JUN 84 PROJECT NO. : 8995-00 COMPONENT QUALIFICATION DIVISION PAGE 3 OF 7 CLIENT: LONG ISLAND LIGHTING CO. STATUS OF EDGS MECHANICAL COMPONENTS FOR LILCO MP-45 DIESLL GFNERATORS PART NUMBER / PHOTOGRAPHIC DRAvlNG NO. VENDOR LOC REFERENCE PAGE REFERENCE METH00 OF ANALYSIS LOG NUMBER DESCRIPfl0N UPPER IEEE-344 (1975). VIKING DN 20.21.22 8.2.2 STATIC COEFFICIENT PER ; 0803060309 FUEL DIL TRANSFER PUMP. IEEE-344 (1975). LOWER DELCO CN 20.21.22 8.2.2 STATIC COEFFICIENT PER ' 0803060310 FUEL OIL TRANSFER PUMP. IEEE-344 (1975). LOWER STATIC COEFFICIENT PER I 0803060311 FUEL DIL TRANSFER ASS'Y SMETCH 20.21.22 8.2.9 MOUNTING FRAME IEEE-344 (1975). , 952080 MARVEL ON 24.25 8.2.55 OTHER-SEE REFERENCED SECTION [ 0803060500 STRAINER. FUEL SUCTION ENGINE CD. MARVEL 23 8.2.55 OTHER-SEE REFERENCED SECTIC,N ' 0803060501 STRAINER. FULE TRANSFER 152080 SYSTEM ENGINE CO. 1750-105A COMMERCIAL 8.2.46 STATIC COEFFICIENT PER 0803060502 FILTER. FUEL TRANSFER IEEE-344 (1975). . SYSTEM (2) FILTERS 0803060600 PUMP, ENGINE ORIVEN FUEL 8410219 GM - E MD ON D.1 REVIEW OF GM E77-1 & E77-14. ! l ON D.1 REVIEW OF GM E77-1 & E77-1A. g 0803060701 PIPING. FUEL OIL PUMP TO . T MANIFOLD REVIEW OF GM E77-1 & E77-1A. ON D.1 { , 0803060702 PIPING. MANIFOLD TO MANIFOLD INLET D.1 REVIEW OF OM E77-1 & E77-1A. ON 0803060703 PIPING. MANIFOLD TO MANIFOLD OUTLET 8.7.20 STATIC COEFFICIENT PER 0803060708 PIPING. SUCTION STRAINER ON 24.25 IEEE-344 (1975). TO FUEL PUMP 8.2.60 STATIC COEFFICIENT PER 8 9059 GM-EMD ON 0803060800 FUEL OIL MANIFOLD IEEE-344 (1975). : ASSEMBLY SMETCH 831121 GM -E MD ON 8.2.60 STATIC COEFFICIENT PER 080306C900 FILTER. FUEL OIL IEEE-344 (1975). ASSEMBLY SMETCH GM-EMD ON D.1 REVIEW OF GM E77-f & E77-14. 0803061000 LINKAGE ASSEMBLY. INJECTOR CONTROL ROO 8.2.70 STATIC COEFFICIENT PER y.N., y p 0803069100 FUEL OIL CROSSOVER IEEE-344 (1975). so
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,s. g ;g MANIFOLD ASSEMBLV 8.3.50 STATIC COEFFICIENT PER 8-tOS-8AL MOPPERS 0803101000 FAN. RADIATOR COOLING IEEE-344 (1975). E }!Q $ .
8.3.50 STATIC COEFFICIENT PER " lQ " 0803109100 FAN SHAFT 11982-17 B.3.83 IEEE-344 (1975). ENGINEERING EVALUATION. t h
%S
%G 9001 DUNLAP
- 0803 tot 410 DUNLAP SHUTTERS 4!
MP-9750 BARBER 8.3.64 STATIC COEFFICIENT PER htpf 0803101120 SHUTTER CONTROL COLEMAN IEEE-344 (1975). 9il y D ENGINEERING EVALUATION. N BARSER C.2 0803101130 TEMPERATURE CONTROLLER TP-222 % ~$ $ COLEMAN 8.3.60 STATIC COEFFICIENT PER g$@$ 0803101140 REAR SUPPORTS. SHAFT SKETCH IEEE-344 (1975). :l 8.3.50 STATIC COEFFICIENT PER *90 0803101150 FRONT SUPPORTS. SHArf SMETCH IEEE-344 It975). %
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O _/ \ _ / ^ Y N,/ PROJECT NAME: LILCO 1 SARGENT & LUNOV REVIS10N: O , 6995-00 COMPONENT OUALIFICATION DIVISION DATE: 12 JUN 84 . PROJECT NO. . PAGE 4 OF 7 CLIENT: LONG ISLAND LIGHTING CO. STATUS OF EDGS MECHANICAL COMPONENTS FOR LILCO MP-45 DIESEL, GENERATORS y PHOTOGRAPHIC , PaRT NUMBER / DESCRIPTION DRAWING NO. VENDOR LOC REFERENCE PAGE REFERENCE NETH00 0F ANALYSIS ; LOG NUMBER
................................................. ESL-150-5tB D&M B.3.35 STATIC COEFFICIENT PER i
0803110000 RADIATOR IEEE-344 (1975). 0803140100 FILTER. AIR CLEANER SKETCH FARR ON 29,30 8.5.20 ENGINEERING EVALUATION. ASSEMBLY 0803140400 ENGINE AIR TURNING BOX SKETCH ON 29,30 B.5.23 ENGINEERING EVALUATION. 060314060s TURBOCHARGER GM-EMD ON D.t REVIEW OF GM E77-9 & E77-1A. l 0803940701 LHS AFTER COOLER DUCT 8460334 GM-EMD ON D.1 REVIEW OF GM E77-1 & E77-14 ON D.9 REVIEW OF GM E77-1 & E77-1A, 0603140702 RHS AFTERCOOLER DUCT 846C309 GM-EMD , B.5.8 STATIC COEFFICIENT PER j I 0803150100 EXHAUST. SILENCER 23-3902 UNIVERSAL OFF ' IEEE-344 (1975). . k GM-EMD ON B.5.17 STATIC COEFFICIENT PER l 0803450200 EXHAUST, DIFFUSER 8366591
- ADAPTOR IEEE-344 (1975). I GM-EMD ON D.1 REVIEW OF GM E77-9 & E77-tA. l 0803t50209 TURBOCHARGER EXHAUST t DUCT STATIC COEFFICIENT PER i 604tF09007 POWER SYS. ON 8.5.2 0803t50300 ERHAUST STACK AND IEEE-344 (1975).
$NUBrER D.1 REVIEW OF GM E77-1 & E77-SA.
0803150501 EXPANSION JOINT, PETWEEN 8408955 GM-EMD ON CHAMBE#5 (4) D.t REVIEW OF GM E77-1 & E77-1A. 8482700 GM-EMD ON 0803150502 SCREEN / TRAP ADAPTER 0803t50503 EXPANSION JOINT,TO TURBO 8408987 GM-EMD ON D.1 REVIEW OF GM E77-1 & E77-1A. CHARGER D.1 REVIEW OF GM E77-1 & E77-tA. 8424247 GM-EMD ON 0803150519 EXHAUST. REAR CHAMBER 0803150512 EXHAUST, INTERMEDIATE 8424336 GM-EMD ON D.1 REVIEW OF GM E77-1 & E77-1A. REAR CHAMBER REVIEW OF GM E77-9 & E77-1A. 0803150513 ERHAUST, CENTER CHAMBER 8424323 GM-EMD ON D.1 DNQ REVIEW OF GM E77-1 & E77-1A.'*g S.:9 Fi 0803950514 EXHAUST, INTERMEDIATE 8424336 GM-EMD ON D.t
- FRONT CHAMBER '
8422468 GM-EMD ON D.t REVIEW OF GM E77-9 & E77-14. , 0803150515 E3HAUST, FRONT CHAMBER 8186637 GM-EMD ON D.t REVIEW OF GM E77-1 & E77-tA. .. 0803160100 STRAINER. LUEE OIL 0803160200 COOLER. LUBE Ott SKETCH GM-EMD ON B.1.62 DETAILED DYNAMIC ANALYSIS. I N! .* 23800-86L COMMERCIAL ON 8.1.92 DETAILED OYNAMIC ANALYSIS. 9 0803160300 FILTER. MAIPi LUBE DIL FILTERS h 4 0803160500 PUMP. LUBE OIL (MOTOR) 8933-A DELCD ON B.t.2 STATIC COEFFICIENT PER g D4 (PUMP) VIKING IEEE-344 (1975). . *Q4 CIRCULATING 0803160700 FILTER. SOAK BACK 1750-tOSP COMMFRCIAL ON B.t.16 STATIC COEFFICIENT PER %p - 3 SARGENTMUNDY
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n m J m PROJECT NAME: LILCO 1 SARGENT & LUNOV REVISION: O PROJECT NO. 6995-00 COMPONENT OUALIFICATION DIVISION OATE: 12 JUN 84 STATUS OF EDG5 MECHANICAL COMPONENTS PAGE S OF 7 CLIENT- B OW. .15 LAND LIGHTIFC CO. FOR LILCO MP-45 OIESEL, GENERATORS 1 PARf NUMBER / PHOTOGRAPHIC DESCRIPTION ORaVING NO. VENDOR LOC REFERENCE PAGE REFERENCE METHOO OF ANALT515 . i LOG NUMBER FILTERS IEEE-344 (1975). t {' g t 0803f60800 PUMP. SCAVENGING 8029579 GM-EMD ON O.1 REVIEW OF GM E77-1 & E77-tA. 0803160900 PUMP. MAIN & PISTON 8380573 GM-EMD ON O.1 REVIEW OF GM E77-1 & E77-tA. g COOLING GM-EMD ON 31 0.1 REVIEW OF GM E77-1 & E77-1A. 0803161000 FILTER. TUR80CHARCER C-23656 FARR ON O.1 REVIEW OF GM E77-1 & E77-1A. f 0803161100 SEPARATOR. LUBE OIL FARR ON O.1 REVIEW OF GM E77-1 4 E77-1A. 0803161101 LUBE OIL SEPARATOR CODER C-42525 CM-EMD ON O.1 REVIEW OF GM E77-9 & E77-1A. . 0803169200 LUBE 014. EJECTOR ,I ASSEMRLV REVIEW OF GM E77-1 & E77-tA. GM-EMD ON O.9 g 0803t61209 TUBING. EJECTOR' GM-EMD ON O.1 REVIEW OF GM E77-1 & E77-1A. 9 f 080316t202 FLEK CONNECTION. i CONVOLUTEO l 8360555 GM-EMD ON O.1 REVIEW OF GM E77-1 & E77-1A. l 0803169300 PISTON COOLING PUMP PIPE EL80w O.1 REVIEW OF GM E77-1 & E77-1A. 8360557 ON 0803161400 PIPING. STRAINER PIPE ELROW O.8 REVIEW OF GM E77-1 & E77-1A. 080316t500 P! PING. STRAINER TO GM-EMD ON ' SCAVENGING PUMP OTHER-SEE REFERENCEO SECTION 8354227 GM -E MO ON 8.f.98 0803tst60t VALVE. BAtt. l CM-EMO ON 8.1.90 OTHER-SEE REFERENCEO SECTION 0803861703 VALVE. CHECM ON SOAKBACK 8366533 FILTER 8.1.87 OTHER-SEE REFERENCEO SECTION 8366577 GM-EMO ON 0803861704 VALVE. CHECW ON TURBO FILTER B.1.103 OTHER-SEE REFERENCEO SECTION' nuOn MEPNER ON 080316t705 VALVE. RELIEF. INLET TO 316C-t-30 i 5 PRIMARY FILTER OTHER-SEE REFERENCEO SECTION m
% "3 y? P 8320705 EMD ON fl . t . 60 0803161707 VALVE. RELIEF FILTER lE l 2 8.1.69 OTHER-SEE REFERENCEO SECTION %i
- '9 R SARCD ON 32 n 0803161800 STRAINER. 'V' 0803168903 CAUGE & TUBING ASSEMRLV. GM-EMD ON 8.1.29 STATIC COEFFICIENT PER N$ '
MAIN LUBE PRESSURE IEEE-344 (1975). N . GM-EMD ON C.2 SEE ELECTRICAL SECTION ! 0803862002 SwtTCH & TUB'G ASSEMBLV. 8362040 o. $1 h CRANKCASE PRESSURE SOUARE O ON C.2 SEE ELECTRICAL SECTION
*g 0803162005 SWITCH. CRANKlW. LOCKOUT 9012-ACW-29 ikt 0803 62209 PIPING. V STRAINER TO GM-EMO ON 33.34.35 8.7.20 STATIC COEFFICIENT PER Qg IEEE-344 (1975). Q SOAK BACM FILTER 8
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REVISION: O SARGENT & LUNDY DATE: f 2 eJUN 84 PROJECT NAME: LILCO f COMPONENT OUALIFICAil0N DIV1580N PeOJECT NO. : 6995-00 PAGE 6 OF 7 CLIENT: LONG ISLAND LIGHTING CO. STATUS OF EDG5 MECHANICAL COMPONENTS - FOR LILCO MP-45 OIESEL GENERATORS PART PRJW8ER/ PHOTOGRAPHIC
- REFERENCE PAGE REFERENCE NETH00 OF ANALYS15 LOG 94JRRIER DESCRIPTION DRAW 1NG NO. VENDOR LOC 8.7.20 STATIC COEFFICIENT PER GM-Ew3 ON 0003 t62202 PIPING. SOAK 8AC8C FILTER IEEE-344 (1975), f TO TURBO FILTE!' 8.7.20 STATIC COEFFICIENT PER GM-EMD ON 37.38 0803162203 PIPING. PUMPS TO V IEEE-344 (1975).
ST R AINE R GM - E MD ON 39.40.48.42 8.7.20 STATIC COEFFICIENT PER 0003162204 PIPING. ENGINE TO CIRC IEEE-344 (1975). ! PUMP 8.7.20 STATIC COEFFICIENT PER , GM-EMD ON 43.44 08031622O5 PIPING. SCAVENGING PUMP IEEE-344 (1975). TO DIL FILTER GM-EMD ON 45 8.7.20 STATIC COEFFICIENT PER ' 0803162206 PIPING. LUBE OIL FILTER IEEE-344 (1975). ' TO Ott COOLER ON 48.47.48.49 8.7.20 STATIC COEFFICIENT PER , GM-EMD 1 080316220T PIPING. LUBE Ott COOLER IEEE-344 (1975). . I TO STRAINER 8.7.20 STATIC COEFFICIENT PER I GM-EMD ON 50 I 0903t62200 PIPING. FILTER INLET IEEE-344 (1975). FROM V ST R A INE R ! STATIC COEFFICIEN' PER ! ON 50 8.7.2 0903162301 FLER CONNECTION. NEAR 55381-1 AERDOUIP IEEE-344 (1975). ; CIRC PUMP ON 49 8.7.2 STATIC COEFFICIENT PER
- 55381-4 AERDOUIP 0001162302 FLEX CO*MECTION. Ott IEEE-344 (1975). 6 COOLER TO STRAINER OFF 8.9.2 STATIC COEFFICIENT PER 0003180100 CABINET. ENGINE CONTROL SICETCH IEEE-344 (1975).
POWER SVS. OFF C.t DETAILED DYNA 4IC ANALYS!$. 0903190300 CASINET. GOVERNOR AND 604tFttOO2 GENERATOR CONTROL 04 8.2.56 ENGINEFRING EVALUATION. 0803190900 OIESEL FUEL DAT TANK PCwER SYS. ON C.9 DEYAILED OVNAMIC ANatv515. 0803200000 PANEL. SEOUENCE CONTROL 604 Ft9001 POWER SYS. OFF C.9 DETAILED DYNAMIC ANALYSIS. 0803200200 PANEL. DEAOLINE CONTROL 604tF11001 AND MASTER ERTRA C.t DETAILED DYNAMIC ANALV515.
- 0903210100 COMMON SWITCHGE AR EN-CLOSURE AND PANELS DELCO ON 8.4.3 STATIC COEFFICIEPT PER u u :e n' 1109758 2* '3 =Pat 0903270900 se0 TORS. ELECTRIC START IEEE-344 (1975).
B.4.16 STATIC COEFFICIENT PER 0803220600 BRAcatET. ELECTRIC ON IEEE-344 (1975). ZI 2 STARTER se0 TOR. LHS ON 8.4.18 STATIC COEFFICIENT PER %9! .9 IEEE-344 (1975). tAf n 0803220700 BRACKET. ELECTRIC ST ARTER 880 TOR. WHS 8.4.2 ENGINEERING EVALUATION. h. $ 0R03220800 SATTERIES ! 8.6.2 STATIC COEFFICIENT PER OR06010000 GENERATOR 8323894 GM-EMD ON IEEE-344 (1975). oY! ENGINEERING EVALUATION. 0906080000 EECITER ON C.2 -**:# M d. ON 8.6.16 ENGINEERING EVALUATION. 0806090000 INERTIAL AIR CLEANTR 29659 FARR . sf W ON 8.6.16 ENGINEERING EVALUATIDN. % 8366082 GM EMD OR06090100 StowfR % e SARGENTFdUNDY
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Fata O ' l ' L .01. _ -, /^% I {a( APPENDIX A.1 RESPONSE SPECTRA COMPARISON i j
Purpose:
Objective of this calculation is to compare the base and elevated response spectra for OBE and SSE load cases obtained for the EDGS for Shoreham station with corresponding spectra used by S&L previously for similar equipment and components.
Conclusion:
Comparison results indicate that spectra used by S&L previously for similar equipment and components, conservatively envelope the spectra obtained for Shoreham EDGS in the frequency range of interest
.for all load cases and directions considered.
References:
-f 1) Base Time History Record, (Mag. Tape Supplied by LILCO) S&L Tape Save Library No. 07542, Dated 5-7-84.
- 2) COD File No. 011392, Rev. 00, LaSalle, Clinton OBE 2%, SSE 3%
Horizontal & Vertical Base Response Spectra for EDGS, Date 5-31-83.
- 3) COD File No. 009249, Rev. 00, Generic OBE 2%, SSE 3% Horizontal
& Vertical Final Envelope, Elevated Response Spectra for EDGS, Date 8-10-83.
- 4) EMD File No. 008028, Rev. 00, Review of Seismic Qualification Retport for Diesel Generators; Equipment No. 0,1,2DG0lK dated 4/19/77.
- 5) Appendix C.1(b)"Results of Time History Analysis of the Present htport.
(Applicable Computer run microfiche copies included) Analysis - Base Response Spectra: Base response spectra in horizontal and vertical directions for load cases of OBE and SSE are obtained through the execution of S&L computer I program RSG (program number: RSG097050565) with Section 4.2 options. The acceleration time history record supplied by LILCO -(Ref . 1) wab h modified as follows for various load cases and directions: V
CAR 2ENTQ LUNDY
"" D "c[.j R Calc. No: CQD. _e19 p asp, ht D'
.. Date:. k.-lR~
Prof. No: Jaqq s.p3 Page 4 1 3 ~ j), OBE - Horizontal: Multiply accelerations by 1.
\g-OBE - Vertical: Multiply accelerations by 2/3.
SSE - Horizontal: Multiply accelerations by 2. SSE - Vertical Multiply accelerations by 4/3. These time history records are individually input to RSG and response spectra curves are obtained. These A total of 80 separate periods are used for the computations. periods include the standard 70 distinct periods suggested by NRC. Plots of the individual spectra and the corresponding time history records are presented in the following pages. The corresponding base spectra curves used for similar equipment and components Glef 2 & 4) by S&L are also plotted on.those graphs with dashed lines for comparison purposes. As seen from these plots, base spectra obtained from the present analysis for OBE-Horizontal, SSE-Horizontal and Vertical cases are enveloped by S&L spectra in the frequency range of 0.5 Hz to 500. Hz, and OBE-Vertical case is enveloped in the frequency range of 1. Hz-500. Hz with significant margin of conservatisai. None or the equipment that was analyzed in this study was found to have any predominant frequencies in the range below lHz. For this reason, the frequency range below lHz will not affect this i analysis. The following Table lists the Run ID and date of
) the applicable computer runs for the present response spectra com-s_/ put.ations (Base) and microfiche copies are included at the end of the report for reference purposes.
Computer Run List Fiche Orig. Subject No. Run ID Date OBE-Horizontal, Base Reponse Spect. 1 SIKS 5/9/84 SIKA 5/10/04 OBE-Vertical, Base Response Spect. 1 SIEC 5/10/84 SSE-Horizontal, Base Response Spect. 1 SSE-Vertical, Base Response Spect. 1 SIKB 5/10/84 O
. Cates. For Csic. NJ C A b.o# 404__
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Page A.1 I2. . Of
~) Elevated Spectea Comparison. -[/ \,
Envelope of the elevated spectra for horizontal and vertical direction of OBE and SSE load cases obtained through the time history analyses _(see Appendix "C.l(b)" sof this report for details
-Ref. 4) are given on the following pages. The Shoreham curves on these plots are the envelope of the spectra obtained at nodes 15,16 and 60 of the cubicle 1A door panel model. The dashed line curves on these plots represent the generic final envelope of elevated response spectra (Ref. 3) used by S&L previously for similar equipment and components. As the comparison indicate, S&L curves envelope the Shoreham curves in the frequency range of 0.5 Hz to 500 Hz with a significant margin of conservatism.
Summary: S&L response spectra curves for OBE and SSE load cases in horizontal and vertical directions for the BASE and for the ELEVATED locations of EDGS envelope presently obtained corresponding Shoreham repsonse spectra curves in the frequency range of interest with significant margins. b () - S !O
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*"'*^** PROJ. NO. 6995-00 PAGE B.!.I
( l l i I 0 B.1 LUBE OIL SYSTEM
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/m) Celes. For PROJ. NO. 6995-00 V SARGEIJTbLUNDY PAGE B.I.9 l
owemeone . C "'C ^C Sofety-Related Non-Sofety-Reiste ( Prepared by Date Chont Reviewed by Date Project Equip. No. Approved by Date Prel. No. l Tl , ;*.I ? l l i ',' . 4 .__._,._m! .i # e ckan ic a\ Pv. m o A s s w . _l _.C ; . 3 i .v
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.swomsene.
c s ec moo safety _Related Non_Ssfety-Reht ,_ Client k Revisund by Date Project ~ Approved by Date Equip. No. Prel. No. . _f...'i.
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. . b e o -facho r. The re w 3\ be. Ao wel on b ke s hdl
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;by o 4- ele pump wi11 he Ledec tlc.l
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CALC NO. COD-014046
~
Celes. For REV. 00 DATE 6/1/84 PROJ. NO. 6995-00 SARGENTELUNDY PAGE B.1.11 I p emameene. C * *C ^* safety-Itetsted Non-Sofety-Reiste _ l ( , N pered .y Date l Chont i ne ,e.ed., neie
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ks cs rekkivel so Fo r
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. . _eskimAe _ . be bthe 3 7nie lenc'.r.
oud in st L's Co,d- o o sci 3 otaje Loads Fo,r _.J rev.oo JakedI/zlodinh3 / in Udlec! " .
. i Epigmenh ". These o,ce noss\e loa s bo. sed on the l
._! seebion proper hies an6 abwnbie s4_ress vake s of -Eke cAlcteked piping. n is obvious throv h a Ekd simpie insfeebn of -Ebe pip;n) abckel to tLe tw 4he atkucd \oeds will be mwch lower t6n khose usec/. .;
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CALC NO. CQD-014046 g, y,, REU. 00 DATE 6/1/84 SARGENT5LUNDY PROJ. NO. 6995-00 O
.. e.in .
PAGE B.1.12 c w ec:*oo Safety-Related Non-Safety-Relatt
.( Chont Propered by Date l
p,,p Reviewed by Date Equip. No. Approved by Date Prei. No.
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. CALC NO. CDD-014046 Celes. Fe, REV. 00 DATE 6/1/84 SARGENTbLUNDY PROJ. NO. 6995-00
/ PAGE B.1.13,f
[
. c *- 'c aoo gefety-Related Non_Sofety-Related
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. ., Cient project ' Reviewed by Date Equie. No. Approved by Date Prei. No.
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Fr9m ASME.k+PV c.cd e , l'i77 c c) 4 icn w,'tk som me r 71 f ad d+ndwva , S ecMon 31I 3 arl.icle 2.4(,o o f A ggenk Iv il y -
- . = . _ . - _ _ . _ _ _ . _ _ _ . _ . . . .
l l l Calcs. For Calc. No.CQD-OPI O db SARGENT6LUNDY ne..co!Daie s/1/M oo" $ gefety-Related Non-Safety-Related PageR,},hE,1 ( Cient Prepared by Date (' p,, p et Reviewed by Date Prol. No. [,,9 95- O o Equip. No. Approved by Date
..,.f._ ,
l . . j i For Combined conhiltons mwsE tensile be metand 3, shear Re foi\owinO ,
, .._. . _ n. . _ .. .._.; .
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~
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laa Lens; e. dress &sec. on Leo s; e acen 4 = ca\cs\Aed be sLear stress L= sed on shear area. cote-The skress wi\\ loe ca\c0\Ae l vs in., tLe tendle thren _. . area. he to We. vers wk notek bds Ake e \coM-e) Le wsl\e s brect wil\ 4D\b conc.ecoed h>e.
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y' ' p .. i ..fe = _ %3,160 p s i .
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. ._ - . . _ _ . _ _ . - . = --
O Celcs. For Cafe No (QD_oldod( V.( SARGENTALUNDY enseemessie .
, , , , o,,, cj,j p g
\ C *'* *C ^
- Safety-Related Non-Sofety-Related Page6,].f3.ht
() Client Prepared by Reviewed by oei, Date Project Approved by Date Proi. No. [o 97( -CO Equip. No. l ! .
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. . . ..' - 4 The bolts are ade.gud..e .Qre.,e rWce eve. A+t
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' were used -b ca\co lctbe E ke. acava } c4. rec f
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SARGENT & LUNDY O/ MEMORANDUM OF CALC No. COD-014046 REV. 00 DATE 4/1/84 TELEPHONE CONVERSATION PROJ. No. 4995-00 PAGE B.1.14 Date: 5/17/84 Time: 1:00 pm David Wright og Sargent & Lundy Person Called: (Name) (Company) Charlie Gangone og LILCo Person Calling: (Name) (Company) Shoreham Project No. 6995-00 Project: Identification of the Lube Oil Circulating Pump and Subject Discussed: Fuel Oil Transfer Pump Assemblies O /
\
V) Summary of Discussion, Decisions and Commitments: Charlie (LILCo) provided the following information: Lube Oil Circulating Pump Fuel Oil Transfer Pumps Upper Lower Mfg. - Delco Mfg. - Delco Delco Model - B6733-A Model - A9916M1 020908CC i Frame - 184 Frame - N/A N/A Serial - D67 Serial - G63 N/A Type - CS CC This information was obtained from the master unit (Engine #2). Dw/eg Charlie Gangone - L1 Leo J. Sinnappan - 30 I J
'[9 cc. !
U9 AEM/APD/DMW - 30
~
Y Signatureg File: CQD-014046 - 30
SARGENT & LU N DY O MEMORANDUM OF CALC NO. COD-014046 0 TELEPHONE CONVERSATION hp , NO. 5 PAGE B.1.15 Date- 5/17/84 Time: 2:00 cm David Wright of Sargent & Lundy Person Called: (Name) (Company) Person Calling: Jim Miller of Delco Products (Name) (Company) Project: shoreham Project No, 6995-00 Subject Discussed: Electric Motors Model B6733-A and A9961M1 O - V A b Summary of Discussion, Decisions and Commitments: The following information was provided by Jim (Delco) Model No. - B6733-A Model No. - A9916M1 Frame - 184 Frame - 56 Serial No. - D67 Serial No. - G63 i Horsepower - 1 H.P. Horsepower - 3/4 H.P. 1 Estimated Wt. - 100 lbs. Estimated Wt. - N/A Shaft 0.D. - 1.125 in Shcit O.D. - 0.5 in. or 0.625 in. (consult Nema Standard) .. Jim also stated that bearing to bearing dimensions could be estimated I l p from a Nema chart of standard frame sizes. DW/eg p (\) #'
')[')
l J. Miller - Delco ! J. Sinnappan 30 L c.(M AEM/APD/DMW - 30 Signature File: CQD-014046 - 30
_- _ _ - u. - ,._ . CALC NO. COD-014046 [ Cates. For REU. 00 DATE 6/1/84 SAllGEiJT GLU;JDY l PROJ. NO. 6995-00 suomesaml . PAGE B.1.16 c .caoo Safety-Retsted Non-Safety-Relatec t h Client Prepared by b / / D ateS-/*/-J a/ Project Reviewed by Date Equip. No. Approved by Oste Proi. No.
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___ _ . = - . _ . _ . _ . . . _ . '~ CALC NO. COD-014046 Cales. For REV. 00 DATE 6/1/84 PROJ. NO. 6995-00 p) ' SARGENTsLUNDY sweiweene. C * * *C " " [ Safety-Related Non-Safety-Relatec PAGE B.1.17 Prepared by Date Cient Reviewed by Date Protect Approved by Date Prej. No./9 45-0 0 Equip. No. r. Anal,vsis Me6Jolon,u u
- ' n 1 I. All stress engl sis ce/cg4flons f;r the Shoreham Labe
- yI otI Sn%ck Fi coeWielenk pee fera IEE5 erre-sYy bescel Ons upon) -ie, asiny14e 15 mexfbod of st pe.ak acceleretion velges. TAese- values are 14e ewel-
- oped accelerstians tsken fro- the SAsrehem elenb' cfr9 pys, A.I.13, A.I.is~ v A,l.(& af 69D spy .s
- 2. NI & he nost pro alle modes of feikte cree ex-in f is. T his I. ckles dess o.>lg G nmine
~d the brecl4is 9ne'p/ ft fee dow,kitsce+ 1sf< e .,
t withesses th. kcke+ welcl isetf p,g e<t ih the R/fer. O b i n 8 i 4
CALC No. cod-014046 ! Celcs For REV. 00 DATE 6/1/84 l O SARGENTt.LUNDY paca, No. 6995-00 1 ' *^ lX Safety-Related Non-Safety-Relats Client Prepared by Date Protect Reviewed by Date Proj No. [f(ff-00 Equip No. Approved by Date
... . . _ . . _ ~ _ . - - -
+
l%+ie,y -8,ac ket -to- FiIter Weld A7 tern s vote- same .0 M.e) (MisMm Anil le 'M A Ared W ASSCMISL)f W 155lis ss founb o,s %\ 5 derw, see L.2.55,5Y c wc.;3bi- /
- A = H (2.<>i ) = s.oi, t
a upper 1 s
-2 g2 = 2,6 7h '
bra cket- S (S*= 3 Az ,4~ y
- 1 S,' = bf =(,.oXio.s tiv.s.) = <t?.oi., '
O : Y Jg L3 +g 3b(2'ac:xiasf+ L g be*er 2.i.3(2.fi4. ::: } 25,/IfN bruke(~ -_
\* V c MW / . M /2 Y't!'
i W y. Lo~ J; <, su Weid t < fler,, t (Dend iyt. + M'< y..Seis...,.) l i F, = l5536 620.5) = GoS ll n= i.zs ' ,
, by = o Note ' .Sco Ayr-. day \
q =-F, = 605 $ sz- 7ps'* A & yi.co- \ trt.Js n:p = F, =lsra co.x,Xi& e9 /4 y a t<,, Id, = F., n 117 sy = tog (7, is-) .1- O- := q,5 sci;.it (A Fx' bz +G n = fos (7,2s) + g1(i,25) = , yrfj.,y, 1%,==aFe yy tF a = a e cos<t,ir) = , , ,* , -tt
.q: D. s te << il'..%f .st< ,<1.<<e : - c. Bicdp e1t -8"cd ;to. 7. 'l- 7 _
s CALC NO. COD-014046 Cales. For REV. 00 DATE 6/1/84 SARGENTtLUNDY . PROJ. NO. 6995-00
,ewomesas PAGE B.1.19 (3 C "'C ^ =
X s.reir-Rei.ied Non-s.reiv-nei.ie .
) Cl.ent Prepared by Reviewed by Date Date Project Equip No. Approved by Date j Proi. No.
t 1% cammdia, tu,0 stmmr:
< s FE-- Mz M o 754 .4's v
. p _5 .e s._ _x =7.0d' F + 0 + ft41.0 3 ?l fx. . A x y n
F M
- gos f
9,3dzzs) = /71p- l4= R t~~A 7 7, 8,c> 3n,t7 F2 Mi% At t32GO,2s) = J2 l!{r.,
- +
.gz , Aw + 7, g<D moi.7
# 'tSO)
- t' (I?Y)* 4{2 8)* = 483 &
Atkw&e toe tJ st<es.s-6_ : coespw&Jst<.s ,n p.7.s'-) (Auu~e Weetk=>t weld Mefe<iel- 56ox y weidcd onto A-xsteel)
] f<y~ = 9,6cc 4/ $
I;< Akp>xy : f, = 485 )% = '/, coa w(o.707) E
- 433 "
. , 4/ =
0.707(1,kh) = .Q u o 7/ Sie e. ike acki weld
' (cy size..c isl a
- ,% . .~.] zs ' th e sel;eet ei.,l.<]_.y f!.~, .. j . .,,.,..de .
l .
0 CALC NO. COD-014046 Cates. For REV. 00 DATE 6/1/84 SAllGENT kLt!TJDY PROJ. NO. 6995-00 emaiseene. PAGE B.1.20 C " 'C ^
- X s.reiv-aei>>ed Noa-s.reiv-aei>>e Client Prepared bV Date Project Reviewed by Date 1
Proj. No. [775T0 Equip No. Approved by Date u4) Mwe,% Ana t E.a lado',,,, : (leut X-su%.s t s a
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CALC NO. COD-014046
'6 cate For REV. 00 DATE 6/1/84 ll $dI.E EI.T x 1.UT.'DY PROJ. NO. 6995-00
/O i
.auaineene. PAGE B.1.21
() C * "C ^ X l Safety-Relatec l Non-Saf ety-R e'. cient Prepared by Date Proie:t Reviewed by Date j Proi No./9CrF-OO Equio. No. Approved by Date 7?!.o<nha- B,<.<!<a >.s~ % (ns-s;//) h< ;4; , d Gllh,1 X- n i ' n - T/c cell icv / X-s eeti., 5< in ese breket: is viewch aley He X axis , b si-l.<e. o f 'c dde<,.,ines the i<ade1:' inden fs of j.,e,fla a,,J by assm ig % t & le.9 % of 3's == le.r;.f4 o f TET fle n ;l.: d as sm fle < %n. i- o d e / M y A 4 e,;y 9 u.e/fe,. e.;Ie d' A v.,1w e e+ % is fe.u v'4 ! if i3 se f.mYl gre.-ife ceif+,/ x-sedivi pav.c! om e .fs- co L4-a<Aioe- nen ie.Hy +.s o . t'
/ h= C'+ 5,5 -.
t
,. c := 36 - 70, zF
., y .. c = V 5,7.5^ ~=- 2,flo Gcasemf be) g
- 4" >I g_ . . . . ..
! *7 l2 h N #~ s
, pg i , l e s
- 2" Y.'/et DC07 II '
~
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l k 4 A e' /
.; r
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P!. A N VIayht imm *' 3 .
- CALC NO. COD-014046
- Celes. Fo, REV. 00 DATE 6/1/84 SARGENTALUNDY PROJ. NO. 6995-00 xeuesseems. PAGE B.1.22 C " 'C ^
[ Safety-Releted Non-Safety-Relati ,
) Ctent Prepared by Date Project Reviewed by Date Proj. No [ Equip No. Approved by Date l
.'[77-D O
. i i
Cor<es,,nJ.%, CrMIca( X-3 ecn' n Aop A'es:
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f, . y -
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v
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e
< ",. 275-+HDJ ->
8 l ,Q < 2,10' >< 2, to'-->. b;
- Oe2Y2]
- Oe 90 s'*s e
I A =- 4(2,0)co,2 s') = 3.0 f.,'
*/
.T1'l = tlEh.(o,?5)(2)$ + 4(0.5&l7,25)' = h'm e,* -
.T n ='IN> Dita.n)0 44'(o,53)D,275)~ Q 3 g .* _
J,, = '/R = '/Md' = % so7XvX0 n)' = o o w,' 4 e (1314 9 yj,2,10-2)
l
. CALC NO. COD-014046 i
Celes. For ret) . 00 DATE 6/1/84 l SARGEUT t1. UNDY PROJ. NO. 6995-00 ' PAGE B.1.23 ' l C " 'C ^* X Safety-Related Non-Safety-Refate _ Prepared by Date Client Reviewed by Date Project Approved by Date Prol. No.871EMO Equip. No.
- j A reel <ct Stress A*talysis :
I 4 P l k 3.80(0,2s) =. 7,) 5-/7 pg 7r =f~(tos) 2. o +( 84+40 o o3 8 465' , 15G(* @) + H, 99/ (.32) Q ~* '2 .o /0. 'l I os. 2 k ~ q*
~
54 5^p si
- 9. ~
56[ +) (:q 'c (7,5/7)' = 2 3%7/
~
P . . Allswal.le smss :(Au:mi.,9 A-3ss%0
; S,,a = I55 k, where : ',km =
.. l 33 fro m 7'.#e. MF -
; 355204-l Geveld) & /k M77 n';im j B 1 PV code ,f)iv.1, Sed .ZZ, sfn ei 'o, Ni~.
l.5= from Ni~n2.60 $ 5552 of- %l17? kSf4Ei6fFVc.de S<bseat% NF, ,Div,1'%f;Zir' (~
..f<"9A:,:~=
o S B:,l = I2p'V C o.l2, D,'v,2,S 7, i, T~,l'. ':okm I- 7 l, Aip Q) Q, = 156,59(tz,foo),= 2913 7p ,. p 9 =. 7, go 7,, ,.
\
,-- /...r.v
. (ce~'i- oro at,y t. r f-.
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o
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= - - - - . . _ - - . - . . _ . _ . . _ _ .
~
- CALC NO. COD-014046 REU. 00 DATE 6/1/84
~
- Cates. For PROJ. NO. 6995-00 SARGEIJTidDNDY PAGE B.1.24
'( ewainesas-c "'c ^ )( Safety-Related Non_ Safety-Ref4 Prepared by Date Client Reviewed by Date Preject 03 , Approved by Prol.No./ 777@ Equip. N o. e
- Ifilter cis-pkH n#en % /udua, :
i t .
<s es
%) n )
\J '
Note: 0 1; p u m s h e v i te.fsite (nua e<e
.g eye & d en b Ifs..
p g" [ z. A
>Y X ..
v -- g (<O
~
em .___
<s v v l <
t/j.3AVVfto/ts
+4
< 94,j8~>
~ z @ = F>' =- do.s-/ts
! I * 'flotN2-) = 0,568 in Fx.=s'/ I4 i I = 4(o,14 tXg 2.5)~= 2 y, eg i , 4
- 77 t
.Ty
- 9'l0.17 2X4. 9 S)'= /2, /s /.,4 1
12,01 4 4 p J=Z yy yy F.[2 z
- W 1
1
CALC NO. COD-014046 Cata. Fo, REU. 00 DATE 6/1/84 PROJ. NO. 6995-00 9 SARGENT hLUNDY
..waineene.
c .+c a n o X setety-Related Non-Safety-Relatt PAGE B.1.25
' Prepared by Date ' Client Reviewed by Date Project Approved by Date Equip. No.
Prol. No/T15-OO . . . . - i B En H- Sksses : - =o.i.ui,}AZx!L AM ** & o , m i. ' A, ^ ** !z . o yAs{~je),1'-/Y,
.- //o 4 s p si
_ f. 2 E 0 ~ = -l
- ef{o,l'li)
T t
'94 T = 6 2 /2.p ri
$?.j.
f** * * = { = 'l(0,12G 't[0,126)) Boif Ar%sey G,'lerie (/177 ASnE BUV Code, D,'v.1,5 et. 7 fo a.v / i.,e lu di - j U (up ide zWo, o,ye.rdix hnM7? 31///Sv -o n 4.'h. O . A<t N dio,erniny'Sp, : fl ^f~ , /, O 75% 7,3 af Medix r
,p g,,, py,,g ;,,m c,,,,,,
F,t y 4@ . p,y.1, .s e s e m,
= 0,30(tzo) = 36ox/ > <
__ vl sere f y= 0304 G =0,12'lSu =o,Iz't(I20)=n,'3 Pop ><' ( I,6G) L. .j- (I'I2)L 4. I, o
] ., i
; (36,no) Og 820) '
O,0C 5 4 l. <L_ A clrw v ~ h a < O ee. . m ! G . .-I, , s i.,. . .- : . Tlie E.O.6.s. Lebe/ n;f o sir'J.: w lt- 4 t .i 90 Filte- sfio,etiml9ma+e n is w i., u , c. a n e sinin c a co, ssEi.haa V,,sc+,.,4 & c<pn 7 ,okrt opc<.f.'; sitY % d /a:p af piez:we e i- 4.<,c', % / j,1fi; iY.y .
. . . - . - - - ~ . -.. --- - .-- - - . - - -
4 CALC NO. COD-014046
- Cates. For F~ m s t Slf.4,c a t e S REU. 00 DATE 6/1/84 1 SARGEUT'= LUNDY PROJ. NO. 6995-00 l
.euseweene. PAGE B.1.26 C"C^" N Safety-Related Non-Safety-Relate.
client Prepared by9/AdIM Date 68sd Reviewed by Date f Project ! Equip. No. Approved by Date Prol. No. 1 i
> LUS,e, c'n' Fu. tt.p. Mov eJ'T oa G (So MT-Ac.c) .
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c
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f Project Reviewed by Date 1 Equip. No. Approved by Date Prol. No.
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CALC NO. COD-014046
.,', C,14 t 7 c ei t
- REV. 0 0 DATE 6/1/S4
Catet For_ T t t t. D PROJ. NO. 6995-00 SARGENThLUNDY
'nj e
swaineens. C " 'C ^* Non-Safety-Relat PAGE B.1.28 j v Safety-R !ated b Client Prepared g-hJ[ DateF/f///s/ Reviewed by Date Project Approved by Date Equip. No. Pro l. No. t I ' '
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CALC NO. COD-014046 Celes For REV. 00 DATE 6/1/84 PROJ. NO. 6995-00 SARGENT%LUNDY enoE e.i.29
. .e...ee..e.. . '
c C "'C ^ " Safety-Reteted Non_ Safety _ Relet -
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CALC NO. COD-014046 ' REV. 00 DATE 6/1/84 O Celes. For PROJ. NO. 6995-00 W SARGEFJTfmLUNDY emeinerosis . PAGE B.1.30 ' C "'C ^C Safety _Related Non-Sofety-Retetu Propered by Date ( Client P!svioused by Date Preject Approved by Date Equip No. Prsi. Ns. , , _ . _ = -
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I .,L.. J ! i. !._& , .1 % -b. au e frorn t.he. koM cen$ro[cl . L :._'.. L._....! L. ._..i ..y is .n e Is' cu.:,e. U- e a /o'g' l" acceIcrdion r net YCt n -b (, j ...,_.. I l ]. ; fo n lhomenk5, g
- 6. LA V !
j
~
i
' I i -
l .
, ! i .
8 .
..._ _ . . . . . . . . . I g . .
..Lw.Mn. a * . _ . . . . .,
t 3 F UFE=, F3 = Pa = Z,'75 Las (l03 '.5)= Z7,sL4s c. , i ' J ..s ..s.._............ . . . j 2 7 5lb.s/'/[o.0175i0 =~393 psi , Q . Xi=. V/Y Ar = " ' Ce = F$i/'t As= O.sds E </(.o17s2)=- ssyps;
~ .
t ~ f393 2.;.ssd 7ed[s7.Aynsd 4 Sa=n r, 7ccoori Usrac
% = .313
( ' J +lZ .. ._. . . _ . . . L & e 1-7.g )
~~'
CALC NO. COD-014046 Cates. Fo' REV. 00 DATE 6/1/84 V.nG'JiJT 'd.U.1DY paca, No. 49,3-oo
. numwe'"* -
V PAGE B.1.31 C "'C ^ C'O /N Safety-Related Non-Safety-Relater f ,
. Prepared by Date
.. Cl*m t Reviewed by Date k .' Project Equip. No. Approved by Date Fr:l. No.
7 n csLa R = n Fi,.ure D/.F i ....m....__..,
'
- NJ l i . . ! . .
l
' ' i i fZ.IAC.k bich, b'sEC f
Frare zA-F Molded Ca:e V USAGE For pressures above atmospheric. Usab!. on c.ir. cil, gas water or any other pressure medium which , . d2cs not aff ach brass. Install protective syphen when , , , , , - s*'-"'- Q ,, ts:d on steam. .,
/
DI AL 512ES-3%". 4%" 6". Sf/2" and I2*. except Fig." Ns. 24P and Fig. No. 24PC are .ivailable in the 4 -['/. 'f#
~
80
' ggDg s \ 12 0 l
d 6" sia s only. ,j ./ - 60 / 14 0 ' \ Uitt014. TUBC-Phosphor bronie.
~'
f f a// jgg -j m' i I Movi t.iiiHT-Rugged . bronze bushed . Independent 6. 40 [/ .a
.N ( m:unting. .
- 20 18 0
/ ACCU.'iACY Within l*/, of tot 4l scale range in mid.
O, ig'. 200;[J' / I die half c! scefe .1%*/. efsewhere.
, . N. .. .
g/ FIG.110. 24F ., , ^J ",' e. . . ( _. I).: Iro~nt flange of the aluminum case has hobs fer 'C ** *'.l- " I I _. I three mountir.g suews w'nien are ' covered by the riag L I when flush mounted in a panel. The edge ei t'n e frcnt ' Ilange is threaded to receive en .=fumina n cie cast ring and 12" sites have a i k[ en send3%". cast rh 4%"..and 6" sites. St/.".+ u . L i~;ed Md p: e.ed ri g. C.n: 4.-d J* lj rir.9 heve even baked Uc.ci en.ernel finish. %"* maie lo-u back conr.cction is :andard. Fi9. No. 24 F.ig. No. 24 r 'N MOLDED. CASE -- FLUSH MOUNTING c o g- s. ,,. e.... .."._.- e . . ..
* ~ * ' * * " ...'
. a e c e ..<.. . w.t I . =er a a c .. . .. t 4 L
^
f . , , . 7 n. . ;., ev.. o .. ; t,. I . .. l ii l
- o i. .. i! r;-- I e /i bl T I
. /., ' % rz.
f//,,g },g e
; 3
....-.4 .
C '** N '. !8".! t.
..4-
- -_r._._..-...
t i. i % ; t. i m i "*.a . '. : . ' . ' ' * .
,( O i.!!i.".'.;/l; g , ,, i i
g..
-.c. ; .. .. . .. N. , i . 3.
3,. j
.i, i ... re.. ..
p/ . (g .g'/ j .. . j .. _.1.;_ : r, c.
-. _...-t..
... 9,. . .. ; n, i t. i 1 -__ _ ' , ___ q _. . . .... . _; _ . . .
, , . , ,s . . , .. . . ...
t ._. .
-. . ) -
- - t --~~ - -~ I k- ~*----~~**~*-~~
. : 3.rs. i .*> . l . :, ha
~*j t ., - .f.,
l' . , I' i .. I m I ,. ,
-u..-
I ..J.__ .
r Celes For CALC NO. COD-014046 SAllGEijI%I.UTJDY REU. 00 DATE 6/1/84 muminemme PROJ., NO. 6995-00 C "C " Safety-Related Non-Safety-Relat, PAGE B. I .32 Prepared by Date Chent Date Rev'<wed by Proiett Equip. No. Approved by Date Proj. No.
- . - . . . - . - . . . ~
.... - - .~~ .. .....
i .
- ~
i';: - Check of lAoulina v Scretos i i:.._; i : .
;.3. - . . _ . . .
.7 , ___>
- j. . ._ .
i ' The . Fi<ure z.9 -I" is PCsnei moww_ec. _I he moundoo I; holes"ci.ce Y9 inch d icwneher so o,ssurn e o +4Yz.
!. Screw . . .
movdinb .
.e. .
.- t .
12.o 1%o"
~ b: 5 h in, Q ~__ ~
l (b >3 yf4inc(<wo.sid no. iz sc rev 6.y. d lkO j We1 b-b- 7,.Lbs f See Pho$c 3 rne m o g dake.1 3 3/z7/8+ 6elween ' Beco.use ok Si'ded(e.CanbbknA b.iskhe Wei kk ( s
; 5 hope c n) uJ e.i[k ov ,
ov7e ob ok i oAon3 wllb ibe mekhod of (m ovn kinj il k ie. f,
%ak; &e. gouge vo;\\ be Seismicoli ri ic Epcs IcVel.s eW be wsec for sei mi Ioctclng i c r ibe r ics 45 (oli ows ' .. .
p - (tJ epa Ilor i tonkc4 = 1. 4 /5 Orom CQb(s&t.3- co 9I4 S,Rev.co
" cloA.e4 8ho/83 on se sA;ed oft
'E pn V ediccc\ = l , 5 'S
, 3 E.levchel Sesfese Spechrum 'I' .
9e r E b G S P%e\ thouwke UcEC- il has keen shown h Apferd? > Inshev m e vAs . , s
s.._._.__..-- - ~ _ _ ._.._.m._______ ._ _ j Cates. Fo, CALC NO. CQD-014046 S/4flGEUT kLUDDY REV. 00 DATE 6/1/84
~
anameene . VROU* NO* 6990~00 ~ I c m.c aoo [ Safety-Refsted Non-Safety-Refa PAGE B.1.33 , l 1 Prepared by Date CI' nt Reviewed by Date Project Approved by Date Proj. No. Equip. No. I
?
,..;. Geomelvic. O,roodcMes . ch hed .Oab rn t , i i i
, t l .
t .. , . - - - .. . . . - . . .,-...._...- . . . . . . .
, 33 2 7Cin
, 4 '3 m
~, o -
O F ~ , gg i . . rh r ' ~ O. t t U
' (qi v
( . . r= 2.751A ) 6 110 'io = S o h$= f sin 0 ~ A*l$ $5h 3 0 = l. $7$'ln A3= r co:. s = .7 r co S o": 2 3 3 :n i s , ,, =* ess"* O w eE,A . + ==b A2 + E, A 3- - 7, + h. 7 3 ._ -[2.7 s - 1. 37dn + C.f i l " EO __. a 3 7'
- Ait hs+ A3 3
} b uSC.ok pge. ,..
1 - ced er od. & c cWc\e, 3=r,5;n , .,o) G = 2.}5in :
' k.
s J
Cates For , CALC NO. CGD-014046 REV. 00 DATE 6/1/84 UAGGEUT hLUDOY - PROJ. NO. 6995-00 amanueene. c '**C ^
- N Safety-Refsted Non-Safety-Relat PAGE B.1.34 ,
Prepared by Date ( Cirnt Reviewed by Date [ Preject Date Equip. No. Approved by Proj. No.
, i Loadinq , 5 eis nnic 4- W ei<,lh . . . . . .
V' Y
- l. . . . .Fi = \bt Co A :. zt.63C l.ig3 ) =. 2,8 tk>
~
2LLs Gi 4 '5') = 2, S Lhs Fy wh(.ay 3 Fa= uh + wtLQ = ztbs + RLsG.g'sh sd.s IA 3= o,o i.elb3 (.no o&d. cf e.9. Scorn b.R ccd.6.0 ( c) - .lh3 = 0.o ',,v Lhs If , M b = o . o ', n - Lkr . r; Y9.3Jh.%--.k.oAb . N. e No f .C.es Sv f e TLe o,rea w',n be conservd'ive 3 hused h
; F, = (Peurel Ared on cessae Atamaec of ne we Shern. c.D,s o.540 Crom lAackiner fc ebute Andcott , itF A ed'Gon Pace G%gs htcA : hrcA ob G b8m ~ 4_L t' [ = 4.! Ts' [. 6f'O [ C O. Z 2'l s 9fessure Soo fs' (ma6 mum ge value'; ,.
O,y. -) hw 3O O f s i ( .T 17 in 5 69 Lbs
- k. C U 50 No (" O A 6 T h k V O I k 6. $ 6 s'C l, i(O A(f a wd. -
Lo the edge.This is Ju Ec its smo,n weep'*i(, r&{%s Cd w;O O CR 5
- . - . . . - - . . . ~
Calci. For CALC NO. COD-014046 - l SAUGEUT ti.UUDY " REV. 00 DATE 6/1/84 _ emaineras. c *cano s.f,ty_Reteted PROJ. NO. 6995-00 Non-Safety-Re PAGE B. I .35, l -
.f.' Chent Prepared by unie
( p,,;,gg Reviewed by Date Pro l No. Equip. No. Approved by Date i . . . i, . i- : .
- i. ......;.dinc,
'lon . seism;c + u>eidh4 Pressurc . _
! J' V
.I i
f-
~~ ~
- . 2 8 Lhs t- &cf. Lbs =. 7 L LLs i .
Fc %,8 Lbs ., v Y Vg = n bs l h\f e o. O in-\b i G 4 tsO - o. o ;n-\Ls l' . . h\3 = o. o :n--\bs - Bolkhh - see phone. memo clek.eJ s/2 7/af bek,e,n 4. b.b Si s e - #.1 Z. 6*re6Lwn and Derbht a+C) scepge 8.I.e
; Aoherlcd- asSwme SAE. Grade c} l3 2. or3, S4 -3o7
? Fcorn t6o.cknec 's Handeck, g i A reng= o,o z.'t2 ,i ns po3e 12.82. ;W3c screws 4.e;ob,, estres.: h eg{.{.,;on j
Ace 4 Q = Fx /5 & = 92~ l3 (,oMz.)~ 792. psi o tr= 1 Fp ff .~_' /.5 A t Cz 8'+ s *]"'/s /. o29) . 74g,3 i bd Check A neens4. A \\owakie. ( see. e%es sel. is , .n.i c.na .is.2) b V ..
~
4 ..~. ., Sw = (oo,ocope,
& Frocn AsN\E. Bt pv code [ 77 edi 50h ,6echi06 E j b dl c. .I-7 3
...2 -
-~~ .- -
Cates. For Calt.No CQ%-OtY OLf & o,,, g fggy ( SARGENTELUNDY
.aneenemone
,,,co Page 8. l.I*k h
t' Non-Safety-Related 1 C " 'C ^* $sfety-Related
~()
i Piepered by Date Client Reviewed by Date Project _ Equip. No. Approved by Date g Proi.No. [a 7 @f - CD
' i i
,,,J , i ; 3 ';
- For debids on samlols .see page B.l.l3,l.13.),I.13.2 .
m , v .
. l . '. . . . . . . _.
.'I i ' -
i :
.. i . ' .: . i . .J L 8
_.! n = o. 3 s d. for senice leveis 4+3)= o..so&)=leocen
. 1. !. t.. . ...,
- p. o.12. Su ( 11 ).= &l24 U,O') =. 7, #Og3[
I . j .. . _ _ . . _ p _.' _ .__ .', . ,. ,
,i ..
' = 9 9 2 s ;s .._. t _ q ,l ' . .
t :...; , i
; . . i '
,...j._ d.
--f j
.-. _ . . .. . . ~. ..
p , k= .77 psi . .
. . _ ' e ...
._ ....,_...i.... ..
i v r . 3
, .~ --
r- . .- ,' ' i i . l I (d U~ Foc doA;2ed 5Gac~+ Tens %n he Col \em;na CW b '
~'
seMsGed; J .
.__. M us-b be . .
l . . 2 g .3
-I 'V bO*
L4 z, 99
. _ , . , pg- g _ . . . . . .
.: _ j _ . . , . . j .._ , .
' I '
i g' i i , f D
~
E L [ t s I
99I + -
71 ._
- o.c os2. z l. co !
a /8,oco' 7Wo* O { rke L&s are cde%ud.e b L6J ceuae iem
, A,e .'c sa b n3 5
p . _ . . . _ _ . . . . . . . _.. . . . _ . . .. . . , V .! i i e \ l.
? . ^ '
*' I _.;.. '
l
.e . ..
- 1. ,_.
i.- : ,:
ee Cates. For CALC NO. COD-014046 IsRGEi!T hlU !DY REV. 00 DATE 6/1/84 .
.' eumu . ..
esic4ou Safety-Related Non. Safety-Reta PROJ. NO. 6995-00 e PAGE B.1.36 ' O(,Cht Prepared by 1 - i
- Date
( Reviewed by Appreved by Date Prol. No. I".'8 N8-t l:....i . i..!..:.,
; ' i i l . d. 1..
...j..;__.._.7.....l.
- I n\eb T b 8 W\ *'
,- e t . l .
- _, s . . . .
i I
; t j .
t ; y .:. - . . - . . , . . . . . . . . ...-...i. (.. bkOM 6 E6 b N l)b . . . .
.i .l..
- t irikC Ok C o_
O,lb q 6e O. h m eyvso oyg ag E.\ . 69 l . Tube , CEr.nechion Gis.e $ f'f in o.b. k O.o3 fin wcd\ . i Sle\;n\ess slee\ TP-30'l,
- 1 fs Iseelic: I cl Acxc c{ Geer. Sec-hion IAodukas of Tube, Q
From taaekner3s blool< , O.D.= C.2 (;n I Atk eoilion , - [
' r.b.= 0.'2. Sin-lo.035)7. = 0. IBin 1
h '939i .
- P:fe O.D. 8 0 5AO l
Areo,s 1T [0D*-IDh TLrecd lleghk8 o.of11Pho Y d 2. 2
; gin.o.s- c.syo-Mo.o144@= o.4sr: r 1( .7_s -o.ls ) - o.oz(,,?-
e 4-
.8
. Ax x r.o. = o . lo. .,m o 1
! a = 1T (od-rd 3 _. (,7.s-.18)1r -
l A = p(eo*-74) 32. o o 32 6250 A= 4r ,151* , l@ o. I 4in'- . 6
-2 = o . o o r in
[3 , U bqr(o$-rch _n(.fsf-ad) 3 z. o o : 31C.9so > E = c.c o 9 fn3
~ - _ _ -- - _ _ _ _ . _ _ _ _ . _ _ . . . _ . . _
Cates. For CALC NO. COD-014046 - ClaGEUTMUNDY REV. 00 DATE 6/1/84 N .sweiwesa PROJ. NO. 6995-00 X c*.caoo safety-Related Non-Safety-Rel PAGE B.I.37 . s
. Client
. ,,e,a,edby --
Reviewed by Date Equip. No. App,0ved by Date Prol. No. j h...,* . i
! i i. !
. ' . , .i.
.-,.... .-a _ ...
. .' i
. ;i .
! stem Mabrid-- carded Brue.s ~ ( r 6 e 7 7 , pc.3 e s .i. s d .
~ ~
' 5l lou;ab \e Gleess - 8 coo ps- 4 7( for Asm. all Brass s n, Apiji3I(ow:dle I-sf .
+ , i ~ G ico*F, Se,L:en III p" ns i~- -: - - - - - -
Tvbe IAcd ericd 's Ein\e ss s4. eel rP-3o'l ( .530%d ""bs4 notacWI - for o conserl 4 , I h l\ ov.>nI c\ e GLeets --- /8, Sco Ps,i N
'fWr^chpalit,t-d\eX-?.$
Gr T7so4su,@ a ,pu e si. Q 3
~~
kOloo#F.Sec.4;onIs, L , . .. '. . .
~ ~
comoaciten c4 skrendL i e AStem [ Sa=- c.l9in* 8,00*) , o. c59 ln ' is n: /s,5c:) 6 o.cof m Rufhte- \wle
=
o.0o9 .q (l6 A n - atute = e. ori.i? .oz u ;n* = z 4
.?
E sw/5sube= . cot . c o t = 'b o
.O L- The stem 's 'l 4;mes ss. con 3er -thanb, e J d e ,'n bendin 5h win not M be4' ore the tub e. d . Th e.
=- W-W-h---- _NM"- e.w h %eem.-.ew M we66 e **e*-aa--emme e M .-+e-. 4a
. . - - . - - _. - MMM -
~~..---~-------.-.. ....'.. .
Cates. Fo, SARGEijT'e l.Ui!DY CALC NO. CQD-014046 REU. 00 DATE 6/1/84 ~
- c NGINe e RE .
c . . .c a u o [ Safety-Related PROJ. NO. 6995-00 Non-Safety-Re PAGE B. I .38 j Client - Prepared bV
- Date Project Reviewed by Prol. No. fouip. No.
Dste ] Approved by Date _ I
\
}. . .i _ . !
I t - Mcsrsk akcwn. Frouge z.s '
. .. ... . ..i...
- v .
i
.:._.i_..i.i...Ii..._..
t . Z N. inch biM Si'Ee i .
. . . . Drawn Stect Case . . _.
[M .y*.. .,
.z-
~
USAGE-For pressures above atmospheric. Usal'e e, air, oil, gas or water or any of'n er press e rned(, j<' which does ret deterierste brass. Ir.sta.1 prctec:ive :y.
' 50 60 Phon when used on sicam.
40 :.,
/
30 gg Y,, DIAL SIZES-2". 2%~ 3%~ and 4%*, er:ert th. t the
,e 4%~ is not avaaave ,n ;;,. nos. 2n ane 2.0.
[ e' i c20 AJ 80 i } CASE-Drawn steel . ehese' ai; red for tw res:sen. s and finished in oven 'caied black er.amsi. i 10 y ming-Sa,e as abo... ,e r\ .' J . es100 q ,. couacon run-rhos,oher s n:e. L. [ MOVEMENT-Erass . Indeper dent Mount:..g.
"> i **
g%JL r ACCU"'ACY Within 2*/, of f:tal in!e re se in re:d. die half of s:aie . 3rf, clsevnere.,, ._ . . . . (@j l '
<-----~~ - . -..
FIG. l:D. 23 bIJ %** meie be 9m con en:: . :s :'a ..! ri, w+ -
. specif:cd a ','3' r::..c.ie::m co,mem ,c.- :e i.r.
Fig. Nc. 23 . n;sheJ on 2~ and 2:j:s: es. a c g' _NmMnj*, The Fipre Z.3 3ege - is sbm M ou de d-NC 8 ~2-
,0hd.hCmofhjC.b.I-89 s h sac: M M U p Q w n.e m e m e gc s.\ s9) .
w s k S 9 n: k l V y X 3 2.1r m 1 s> G
. :7-'.T.r_ : r r_..,,
Cates. For CALC NO. CQD-014046 .
, SIdiGENT
- LUNDY REV. 00 DATE 6/1/84 1
- l PROJ. NO. 6995-00
.eumneras.
"' ^ o o M. safety-getated Non-Safety-Reta PAGE B.1.39 .
- Prepared by Date
. Client
'I Priie:t Reviewed by Date -
Approved by Date Pr;i. No. Equip. No.
..-..q.-. .
fro,n "brks 5hodarch 14aNook her-DJ;S K= 3EI__ M.echcmica\ F_n3 ince rs 8Tn edibion, 3
.._ .)3 Mc Grae -Wi% B ook5 g poge 5- 70 w bere I: len h o de d.e
~
ic.L J \oe eshmdf)
.. fcoh %.ke kk\e Le\m ow. .
~ ~
Go.o= e bmenslom;. v . lC / '== ~ M --
.*;:: , . e ,
,Y, b.A t . k/.6/;h r ".
) j 'l ,
m c .v. ev.. <. v., v. .v.. iv.
.m g r.
i l
'i.: g,' g' g g. ! '
e a , ,v.. .s ... v. v.. T- ., ,s. . . .. . .v.. ..v T .s ! ...
. . . i ..,.
WA . l L -d., f i . ,s ,, ,,j ..,,.. , v., v.. . v..
-- l ,v.. * ~. i ...:..
. ~ ~c.T j - -~
~ r~~-- -
. . i sn...r,% ec,
.'.. jus t r, c.
,,, , J.2 , e4 .s v, e .I c. u v.. a v.. . ?.
,, .. e, ev.. ,,s v., v.. .. .,. .s ,s ..
. h, .,-
.,...s _1_
.w
'# s I //
al G-(C/z.) = 3 78 - (3 b.)/z= l.2% (3'A yy f 51.em ie n3bh== q'.(PA)z.= l.62rlaMfb
~
5V[-(b5/Q/2.= 1 9 7;n ( 6'h.[ j s',nce oor yuce is z.W.# toe u;;l\ us e )=lZBin8. 1
\ (g6Q Y MN V N O [e d tOhb l .b l
v v .
> , u l f9th 0,D, min (inside oh 6hreal)e. O.45l ,'n .
O o,b %. = O, lS i n Dho4 iweeno paje 6 1.T1 )
^
~ ~ ~ ' - ~ -
^
- -~.--.----------
~~ ~ ~
i.4f is.. g Calet For CALC NO. CQD-014046 - N cl.UIl0Y REV. 00 DATE 6/1/04
. ten oimeens. PROJ. NO. 6995-00 M. I, ,il e ' 'a: ^oo M , safety-Related Non-Safety-Rei PAGE B.1.40 --
Prepared by uste
..'s gs ,
t Reviewed by Date rg=l y. Approved by Date Equip. No.
.:. . ..j
'ff( 4CI 15 y) h= 7(Ob-I.b ) . --
. . . . . c, 4 . - 61 ,
- m. .
, . q_ . . .L . .. _.__....j--... .- . i -.j - , , _ .7 -
. : . . _ . . _ ... ....._._.._..._.._-4
.I = o,oo ain 4 ..
_. ;_ .. _ l_ j. . ! .. . . . Frern,' S tr e nd eMien} i
.E 15Mo /S!
bs.-36ku ca.gk reca ; dogci of Makerids, mrb ss Roth, hehell & Wlosion (p[Jaje. e#,3,m 3 3 ex
- SCIsztoXc.co2) - =
kh t R y-
~
c a.2s ys
~
4z' 91f inks ( _ i ' 'lz,915' _ il7 /#.E, 4- Ae gauge is r@lc p^~_zr (fza/ set 4).
?
ioal%, weind t_5eis mic
, v- m F3 = uJt.C.%) = o.sds 6.4gs) = o.746.5 F3 =. u;Eca3p o,ychs(i.93 /s)= a7dy [ cote _,4me:puo cause kead% me**l F WEC aO + tub = o.56 5)+6.s = /,25GS -
a s. i a ta e. f (1.ebea s. possib 16 ' - 3 g = F G3 = 125C3 /s) =.3.9 / in lks
#=3 o.o : n --LS
%= FxG = o.7 (3 '/e#) = Z.17 in-lb.s
Cates. Fer SAGGEi;T tLUIJDY CALC NO. COD-014046
' REV. 00 DATE 6/1/84 l
-e.ucaiwrene c ..c aoo - .N Safety-Related PROJ. NO. 6995-00 l Non-Safety-Relat PAGE B.1.41 -
I ht Prepared by . unie p,,j,g, - Reviewed by Date { l Proi. No. Equip. No. Approved by Date
; i i : ! >
1 I...... .. . _ . - ..,. . , - . _ . . . .. I l t g
. . . . . . . .,-._..I.. .s...
' L.oding , Pressure '
_j .
; e , ,
;. 7 .
i . . . . . .. . . i . - f~4= (Pe.essucelAced
- . . 2
= (s ocys'al1(0.51o;<,3 == (o f LL.s .
i 4 ;
, i
- l. 4 y e# ~.)/h+1%+t%' ( Zrom (ca;ous n u. ,.L a %
)) K = { F + F
('~ E st FE eM s 6em b l i. t
= (c,7/b+ MLLU , y.o.14- 2. l? // 76,f5/
i r _ c.14 :# . o o 9 ;.0 2J) z/A, > - , ;
, [v = l Fl+ Q o.7'+ 1.2.t~]hj .,0 H ;? = l0,p:* .
t i s ' k' t i G f =9' rp ', , ( in . '. _ ,; - , ' . , -
+ I,[\ a) --. . ,2.ur
-- - - _ - r .-
- 2. 7. L=
l
%=//76si f '.
w S = 80o0 ps; Osm Apnd;xr Mbt-8,1 %e vawe b
'V ca\ tcass ustA4, sec.h -/g )
s ><3' =7 ctecefl ak e,
a
. .-~.s + . -- . . . . . . . . . .. .
Cales. Foe - l OADGEijT hLUIJDY CALC NO. COD-014046 l euniuenas. REV. 00 DATE 6/1/84 M C '-"C ^ " Safety-Related Nort-Safety-Relats PROJ. NO. 6995-00 PAGE B.I.42
.e nt Prepsred by ,
11eviewed by Date ( lPrai.Project No. Equip. No. Approved by Date l
! e 6 t 8
g
. , . a . . . ; .. . . . _ - ; _:
TJoe Ann \stsrs i .* I ! .. b ouc
'.; .. .. . 4 .. . -.
l i .....__,..i_-
, i V
t ,
.y . . . . . .
- i. ._ . bouc on ;% 6 in O r l'V\CL LO(\ Lots 5 AD CL \,/c[.kc e t
;..' dwe 4 the accoriel-ctg nduce of ele clcAcx. Tyis I
caos t$e pohc6 ekgressee. L. IAk, pg LE L%on o,
- p. Nse,rt'nn\'A.o d 4 su ref, s $ hone ovemo ,3. We co n
, NovaN ec docwo sowse conclwsio05 from Eh-e o cw.cd.'s-l Orov[d e d k h(sk 3ctwq-zs. %e ctchua\ skrec s l, 4.b eIn o o w rdo n 4 u.k e o( ke. lA'drsb 3nvoc ~ " wcss found {s c ; o be. :( seu nsic oJ3 l d - }a I_ m= n sng; I , e This l cue \,is m mek s mcsh c h -Eke sires.;.'o a e. bJ:a dve -ho in4-e encil arecssc . For it..,: r z. .c. .,
-6 he s ebn-5c I c26co is os-1,,vd 1.3 W.v e ct n s r,.c .. ; ' -
o oAbhon. h c.aw.e. din-!.een h c,.n 1 6 .e c,avee ' ). " j g,vaU Ce4 -%c %.h . V V V e so b
$ _ PJoke - 4'oc et here dekcx3e1 hovejen 2:ob e analoc,T see ne Ashaceft boordon -:ube ck err' b ms cun\etLThe d efhWon eloe-bo normal u se to u \\f b mes grecker- Ron he -
des \et_Mo n lu e. b-o SeEvvsic_houdiAq ' e -
.y)
T
_~ _ _ - . _ Celes. For cat.C NO. COD-014046 REV. CO DATE 6/1/84 SfsGGEUTil.UUDY PROJ. NO. 6995-00
" O N Safety-Related Non-Safety-Ret PAGE B.1.43 Prepared by Date
,n '
Reviewed by Date _
. ' Project Date Equip. No. Approved by l Prol. No.
! : - Fahue. Anoks:s Are v 7 5,14 F ,e l
i i y v
'-l l ,
j i I
. ....I j b ine noi%!Cak50o V'ibCb$Of\ S _
v i. w NfCSS C UC o dn-S of h Cos% erg.kks/d C'biM4 C. O
- C u18 OpC4k'\0hc\k Vkbfo.kiOYN [s b kB
- - - ,- ~
- bWita.smvs[M.,f.v,.v.'b-h= NP seism;c tsin tr ec , se:sm2. J ede.
V. . Pys = .
"{' ,i -} rnmi.mmm Se is enic. = 1 '13o5 Vrom CQ%- 0l7.',lo7 0 ReV OO h.x'sw. urn E .v.i r e V lrdi o n :- 1.03
/s Mel z/n/6/ in dMec!
" Response c4 on Eso e/r tagne hoimpulsive emi S4e4 ib4c. levis The er ica\ areq ok -6kejao es (cnvelcpe bof.k'.)is Me sbem o the Fi 3ure 133cw 3 s
9 e' = 11% p ss' i sets Q~p = lt % ys .[l.ob = BYOf s' c3 N /.f ) - Vibraboc- - 3 Jerwceis,;
-O swe b +L veimes <<<c mets we lce L S QTC Utdiit of' U Se on d-ke.
O h Il C C Op5: bhe }a g P.-n it\ES. C4:aNfWeKsm an,T.'to.4peuGxpak Os I Cin . $ s :=- /A . ac o As .'vr )
.' r._r: _ ... ~: .. . = - .
. . . .- -. , a Cates. For CALC NO. COD-914046 OA00ETT hlUCDY REV. 00 DATE 6/1/84 euoiseeme.
PROJ. NO. 6995-00 c-.caoo X Safety-Retited Non-Safety-Rets: PAGE B.1.44 Date
- Prepared by Jii nt _
l Reviewed by Oste Project Approved by Date Equip. No. Proi. No.
. . . . . . - - l
' i i
, $5hC con, .- @ 1377 A,5 - O G '
r
.. ,..2-3...
I : .-]-
. 4 . o . .
w
; _ _ .. t . .. . . q _ .
CASE TYPE 1377 (OPEN FRONT)/1377 S (SOLID FRONT)
.g p d .swDS.CC mD.
.C g _,
-B g ON E DIA. D C. 6..
l [
^
3 =10 FLAT HE AD SCPEWS 7 jVA
/
; [.
i
'y
\ th LONG AND 3 NUTS
\\ , NOT SUPPLIED Bf DRESSER.
~
mJc)
\ ]~ ~hl,
'\
Wj~ , y - /.
- v. r. -
7 LL,k ' ' ' -H- 3.L DIA. HOLES () ON E DIA. B C. BACK CON;'ECTION 41 *2, 6~,
- 812~ 12" .*
CASE TYPE 1317 (OPEri Fr10HT) I .;f .. . "' i. . Dial CC LL .~... Size B C E F H L f.1 S T U -*8
.inoies . ., .
4% l 2". l 6% l - 5!; p -1?i l- 1?i I .--- .f 4!i ...l , h i . !; . - l h l *10 24 l !. / 4 i. 2'i s; 1 ;;.;c l 2,
,. 6 lP' l 7' . 7 l 2'. 1?i. '
- l C?i ;; l; 9, f ,
S', 6% l2'; , 10'i. 9'i 2'; 1 ?..
- l9 !; fi !! 'i-20 ' / !i l r
' !; 1F.
2:; 8; =10 l
~
3 12 3 l 13 i. 13 , 1!, l .196 12's !; l ,
'i l'-
C/.96 TYPE 10.7.' (S0t 10 THC;lT) l3 , . . - - . - .- ... l: Di.i! l g -
*1 S T U CC LL " .. L.'
{:.,,,,n.,, Oize B C E F [ i.:x:. I r.f.m. i L. ___. - 6". 1 5'; i j ..?; ' l j no.: .: ,; I-- r.
].'4 ! 1*; !
l; r , --'i l - s
.;e j ni. ' *; r; ' , j_2 1
I ;G
' rc. 7 r
- 1. . i't. 6, ?. . .
!n 10:i. r. 2; 9 ;.20 t i .
i. m
/ 5 4 !
U dehe- Since Ehere mag he hon open cmd Sc>\l d '
-fro.nh heq s in Oc- p hn-h bow tu , [\ 3 be o,Mressed Wos an envelopincU approach.
CALC NO. COD-014046 REV. 00 DATE 6/1/84 i Maximum pressure at which a gauge is continually operated should not PROJ. NO. 6995-00 ( p cxceed 75% of full scale range. PAGE B.I.45 ( - Select: [ 1. Case typo number-Table A
- 5. Mounting accessory or variation (if re:;uired)-Table A *
- 2. Dial size -Table A 6. Pressure Range-Tabte C on page 12
- 3. Bourdon Systern (ordering code)-Table B 7. Accessor.ies and optional features- ~
- 4. Connecti'on: Location-Table A: Size-Table B pages 15-20 Example: , ,.
w/1273 Ring f0/2000 p:1 1279 S l4%" TA Back %'NPT AIS1316 st. st. systern Back Conn. %" NPT with 1278 Ring;0/2000 psi phenot. solid front [ 4%" TABLE A- CASE SELECTION I Ring: lA rial Mounting and Connection Cgse y e , ,, ,,,g,,, Case: nfa!s' Open Front Phenol Snap Stem- Lower or Back , 1279 4% , 6. 8% Surface - Lower or Back BIsek Stainte15 S?ce! 1 1279MSL** 4% Sohd Front Pnenol ihresoco trc:nforceoll' Flush-Psak:creer rir'g flee oaQO lis i 12iB . Black po!YDrc0y!cne) SM9f * )SH*
- Stem- Lor.er or S;:k 4% Open Front Stainless Steel Bayor.et Lock 1320* Sta.ntess Steet Surf ace.Lo r.er:S:ect. G E Poisshed Polished Surface-Bs:sc 5:t .f r M.D.
Flush- Btac S:e:.fv LO : Atu r'ir.um: Hinged - Flush - Dack connecticn j 1377 4% , G,6D .12 Open Front only
, db. 6. 8% Steet 4% ,6, Sh Solid Front Cast iron: 12" Black epoxy coated "
- 1377.S Black epoxy coated Stem-Lower o* Back I 4 %,6,8 0.12 Open Front Alum:num ;
Threaded 1379 A!uminum: 4b. 6 Surface - Lener er Bar.i j Black epoxy coated 4% ,6,8% Sof;d Front Broeze: 8*.'t .12 Flush - Dat.L
- 1379 S Plack ecory cested l fg /O Ste n- Lc..e: or Cece 8 24TT 6 Sor 3 Front Polypropy!ene f Bayor'et Lo:n
,- (fiberglass remforced)' Pc!yprep)iene Surfact - Lo.ser Or Q:4: i Scech XhF i Black Black
./ Flush - B:e A: Stec.te ?.;"l see TADLE B-DOURDON SYSTEM SELECTION *$"y,beLiggdgy7cnotgeg7]ugcF po, t, cc es Con or n k."'
Pcurden T2e l Tube snd Tip !.*c.'erial i Type: NPT Cennecti:n (3) Ord:rin; ( : io. :ts T:3 i Socket Det wn or Prenure Racqe Eored (r'Li) Open Front i SMid Front - Code wr.: d execat"A"F f.1s t+ rial Gra::e A Pncipnor i
- A. [, uce - l Brass- Drawn 12/1000 % %
p
~
.%Ie bre- M !
l % % B h'[.4I,f, , l AISI 1019 steel D* awn l f12/103 l I Bored i 1009r23 CCn % i % l io M M stH1 l%b;hp*cswe D f;I5go st*og , aij l 30.C0;/1;E004 j p3g gg.g g.,f; l ! w- % j R f.I I 31 Orawn I 12/ C00 l AISI 31G st. St. l AIG11019 ticel D: red 1CM:20.003 % % RT yy gogg ,g.g
- tip '
AIS! 316 iAIS;316 -I n..,., l g .3, . m i ,", , ., g t't:nne: s ce? ' " " ' ' ' ~ ~ l st .r. c?s s!ce!
- t
- Eco 1 MW2;*.O 1 % i %
7 NSI31C ' AI51315 i stm: cts steet j :t.tpless stect j . , f r CS*, a t G i! - l % r.ish O'< t ,.' .'.. ,
% 's P K !?:ect ' 9 .'oct! N t*
* % 'O !
j, D l ' Ca.re3 i t'".*> 2*.0 M % 1: j Q K f/Mel R Monel [ prai.n i 3. w ,,...;
.-....m I e , . , ,
, , n, :5 >, ,,. .
l '( , ,w..y l E.Br t r ;'d.1 1 - Dr u n
- 1 . ;;D 7 i - I 's a' It'3 30-1 tie?G-1
- _rjT 'd ; .i.:'n *61 ' fi 'Jr te 2G 1 l FM i - .C :. I 8 - l t*-
til si.ai'wtc v.;' - 4s" r. '.1 f r:+ t c 4:es o .y. 'L t t%'r !sr.u: c i .pi c: ten, i); Ogew e *.--! - : , -
' '1 M'.3
- o .;.; - .. . ..,rc cQ sn d. SW Y: ..V1.. s t +
- 7,; ~ t:.it.' . '? : :'.:* fr:-r ::* :.
% : .0T . . * * .
Cateife' CALC NO. COD-014D46 SAGGEiJT+dui]DY agy, ao og7g 6 fife 4 PROJ. NO. 6995-00 '
'c"m".c a'u"" *V
/N Safety-Related Non-Safety-Relate PAGE B.1.46 I ,
Prepared by uste , uelt Reviewed by Date ( Preject Eauip. No. Approved by Date Prol. No. a ! Screw Dch.A& J Froen Dressec InawAdes , Ashcre rk gew3e 6\\eun ba-i buta noe e Pres.c=y
~
sceew si1e a #/0 i Dw(c.a. hunk op 6.\ A 04 khs rehoth-f\ v,n h e.c 3 ' i
. Mcde r ics\ SA-307 (assunsed sAs[. occdes I,? o c5)ma 7:,
Fr..w M e. 8 O. o / 75'in ps3e iz,8L -Cer'.uoc screw, 63;1c _m suss Area.
- 7. 3/4 f bs ( ewv[qe.n . face + solid . face)
N Gew 3 e_ W i 7, The %o.e is seisr4cc3te. rio,11 as ca.s 's o .c seen ce O._ I it I (. 1- V vi f : Cv no er:~.y. ore ;vgg. ()' S L i .
}\\ 0 t h c 6 .) O '(t tysou.A ct M o,nc i J *- I la.m e, f r er.e n . e ,.acs al e n k. wid oe vu J ,
s - l U l ca I, A.- $2i5wik 4 Ijd F.i . ,b_ - y a' v 3 , 5 5 l_b.s l Fr iCt C.c.>')= Z . 7 5 Lk d I. 43 's ) = e V M'& 2 M:D @ 3 8E% v Ft = wL (.c.d = z.nu s 0.5 c's ) = 4. i U:U: %'
%=My=M# : o .o eJo y edend A\a.sses..
h.)
CALC NO. COD-014046 Celes. For REV. 00 DATE 6/1/04 I SARGENT$LUNDY PROJ. NO. 6995-00 awaimosas. PAGE B.1.47.I l Y
""'*^" Non-Safety-Relat
(. Safety-Refsted Prepared by Date Client Reviewed by Date l, Project Approved by Date , Prej. No. Equip. No. I
, .q
._.._.___.___.7.. ,
.j '
2.
-j....
. Pressure.
l todh {.
!!!..!...._;__.;.L l _ !. ' .
I I I ....
=
; t
' ..l...!_j _.;_...
i
. _.. l 1 l
!... : ; i ! - i I Fi= Pressure ( s-Lcm Ar ad P .l ! ..,! . . . ...
.l 8
3._ . . ..7 g , o \ \
. n bs oIf cl Mronk, f'{ v/h open lec,tb )
~
[.'6 hem S,iee - VA pri ;
~
Max. c.b. = 0. S '/ O; n Csdc.n Aw[ bake.) .. 2 . _i M (.810 = 0. ccaljn * .
. I, A= %_ o$ = -
- 4. . 4 .
, 1 (f ..= 3 coLbs (.rf'l ih ) = //r la Lb5 c)
( q = (Fx t @ /s A :t C3.ss +/(,6)/3(.o ns) =&srpi t Q: EFpF[] [34: [3 Bd+'f lf.8 3 Col 75) = f o7 psi i . 8 j j CAeek 3A at<,st Alloude ( t-ced;ny h as, e;pe) s
- Trehn & stem as a p blecd-lon e. From AsnE B+PV codes Ob-3000 pr k g
Sec,hi DI.visionI j S MD SI,5 2.. I page is3 S oi, f. I.x ss . . . . . l o t _ .. \.,owd G_nss> 7ks is ELcstressbk...
.V v ! ' soi. =._ oce.a2s; e. m L .
i
, 5 d /
._. b = 4 Owcr e S -O c S$ Cg9 ~T , . . . . . . _ :
i i _ i.. .._.. .._........ _
_~_-=--
. . ~ .- --
cele.uo CBb- o tulo% Celes. For Rev. o a Date 4;///s/ SARGENTtzLUNDY
..e...se .. Non-Sofety-Related Page%.] Cjof C "'C ^ * " [ Safety-Related ,
., Dete Propered by Client Date Reviewed by Project Date Approved by Proj.No. (o97 S'- 00 Eeuip. No.
l i
'..i .. . l t -. . -
% M Yp [<' = 5255 3ME }Iq
.. s .
So n." } = .t + As ..._......t z
' I -. i i.-I i-
._!. .. ' 7__ p _1. . -. _ ,. i .
- 1. l: - . j
._..q........ ,
__ j . ; i
._.I = 3 39 si .. .. :. .. Li , ..
i i , , i ii . ,; . i - l .
'Ss= 'lcoofs; -
Soe S h-5o9 -Pre >n Asms. w oehe' SuMon5L i4ff edit r ,ldle r-7.'s pye 99. i -
._. i
. 7. .- r .. 3 I
_ . :8*~ 1
.I I
' ..l t . .
..j U ,.. ! 5 ) T =7= tLe. skm is odegon :c ,
- i i*
. . _a . I s
; i- ,
3 !
.j
! .~kocA.e- 5.t. ==. 3 ) -t- -O. lf M A- +M.s ) .
t , l i n i . lf 3 . t I t F f O C. < Net ot. O-IS MOR COV\S % t) seismtc coeffms j d[ b W ng LA l UOs awI+Le kg i u.se . . i o G
. - 6 0 . . .
- i. .
1 I t
- e r -
i.
_x l -. . CALC NO. CQD-014046 ( Cates For I REV. 00 DATE 6/1/84 ,
- l SftilGEUT 4LUUDY suorucc .. - PROJ. NO. 6995-00 !
c nic ao Safety-Related Non-Safety-Relate PAGE B.1.48 !
' e
' Prepared by Date g,-I t Date I Reviewed by Project Date l Equip. N o. Approved by Pr;}. ho.
. . . . . . -m - r - - . - -.
.. ..... ,....,...-~.....
- . ._ . .. .a -
> - ~
~~'
e
. ... In\eE SLem c nee.k .
. _ .. . _1 .i . m . . . .c i : :
T W op b. i bela ~Cf rom hed.abwn Ro. . v 2.4-F Ar.. v .Ad t ....A %. = o.l< tin *
' IMaw . ..
= 0. oo 7 l rs* i
. E-m;n [ c\ sswvand n\eb heke 41 bbe I.D.'i .
. Shc w .
Alvbe.- o.ozqi2 .. . ~. _
@G[c C. oc l l6 .
m . . Vz." rat Do.6 unik % :< o.mmn ' L[ck bb Yz." tap E o.b, = o.B4oa From N.ekneef's dawa kook ) IA A e M-l'on pa3es i 39 cl nceal heu .= 0.od 4 in
.Fo c Yz." op-E
% o.b. = o.b. - 2. .L a = , s40- g(.. ony) = c. 7 % 6 in
- s N T.b.= bbe I.D. (cussumd)= 3/g- 2.l..o3d) = o.30sn A e an (. od-d) - T C o.7z.6 -- od) = ct 341 :2 .
T
+ .
~7m n = 'W ( o d - I b b __ T.7z.d ,3 [ _ o.o36 d
~'
"d 31.(o.b. ) 32(. 7%')
5 = 8 omPsi (.Aswe AgenhxtAae 2-e.6 Arc \\Scacs skown g.na)
- sec% W )
IW l__..... _ I
. ~ . . . _ . . . . .. . ,
CA1.C NO. COD-014046 ll SAilGEi3T hLUUDy ' REU. 00 DATE 6/1/84 )
- enomaana X
C " 'C ^ Safety-Related Non-Safety-Refata PROJ. NO. 6995-00 l PAGE B.1.49 Prepared by l _
.kat Reviewed by Date !
( l'Proj. Preject No. Equip. No. Approved by Date l s l i g t ; .
. e e
- .. Ewbe N.le rm\ - TP 3 o 4 s ledn\e ss C o.>orrb ca rd ,._.
- j. i . _ . ;_ . . . ..-....._...._;._... .
- .., 2 l3km - Slob'- L$') = E l3/s .3o5) = o.os 1;n
.. ...4 ,
9 . . ._ By*= 9t /ot?-IDD = h (% .scr9 , c.cos in
~
. 3x oc 3x C '/s )
i [4SME B+fV code Nlc 1--7.2 o- j a['/S' 5% = /0,8copsi Nseciton an , re--sof. St<dess .e4
,..u '.
- p. y ;-
'1I~ Sire nckb Co wecsiso ., n:
v
)V - c.t<. pe.c parshbn R e2.4-F 3 analf is W. ' she m ck e.&
3 (# S m e dj. --
. o34)[8 h c. Fis','n' g s s ee :r V8 8 /
e s i: '2- !%d = o.o % ( f L =. o. 615 in . SL" Qgpge ; Ja.e 1 hrershe /Arenhube = O IAC/OD37 NY . D = 5-
.' y %@d266e. = 0.of5/o.oo3 l
l The s4.em is 6Mmes gl-con er -6kan -Eke 4-ke bub e u.,M W\ beWee Le ske.m. b% l
. . _ _ , _. ~~
.- - - - ,, , o Cates. Fe' CALC NO. COD-014046 SARGEUT d.UUDY , nev. 00 oats 6/1/84 cENUWE*
. ..c ac,"o*- se PROJ. NO. 6995-00 A safety-Retated Non-Safety-Related PAGE B.1.50
. Prepared by ' uaie ent ,
Reviewed by Date ( Project Equip. No. Approved by Date Ptri. No.
, : ' i I Bcuckon Tabe. Check -
i i ,
._ , p. .
* . - - - - ~ -
I * ... . . . . . - -.. . - - - --
. . . .... .~ '. . . -
Allhou h no spetib,ic deba'ds were Avcbble cd-bo
! .. ne 1.L t c ness cm3 cro.55 seedioncd progerbf es M L
w,l\ be shown &nk ne cord.cibu4 ion 4:.o 6 nf. I lube. ed.res.s doe to seicm'c locidino ove'll be nec:ligdle. Th; w;\\ be clone b de/ ele y nj g Nlalionsidp "" be b.ve en bbe dehe$ ion cme tke rc.be d. pre ssure. This will '<e done k mAlc.. v.t e o4 s ke. c. w.c e . lhovemed Tckics cwn Yelow (Tad Men' ro m
. /'N En tweseIg Dah Ashcrok Gau CS AAn inMnemcc cancf }'
3e it horm uo 250- 135 T -- .) I
- l. , s i
Gougo lAovement !!atics Gauge sites to 3h" inc'usive - 1221 Ratio
" Quality" Geugas. A; Sires - 12:1 Ret;o
Durogouges" - As listed below in Tabl2 l Mc,vemers h*o s Duroccug Ty;e in Terms :i Tube IActeric! ; 161 ;,,
g Maxinium D;ol Graduo: ion P.S.I.l121 9
' i All Moteric!: :C..-: a r Iub s: i I C,00 iX E 4%" Size .Eo.e , T.ecs) O <er 1000 t: 0.000 in'.!asNe -
x l l x i 6" Size o.id Lc.rger sued V.,c et, Ove ICTJ,*o 11j M int'etive !
; 6" Size cr.d Lor;;e:-scryibum c::eer only 100 to 5*1 trd.,sive !x l l 3 .E Over SC O : *0.000 ir.c!vtive ! l x _ _ . ,
15.000 .E 20.0;;0 in:1.:dv e x 6" Site om! Le ;e -ail Meterio a :i ccpt j P+ry!!;um C .::tr 6" Si:e 1202 l ;0 r :*; ,~~ !n e w :.c t.a;ve ; t x i I I
- n l .. f.J -
l t [ \
^
I
~
~'
Cales. For~ ~ ~ CALC NO. COD-014046 SMlGEi'T w LutJDY REV. 00 DATE 6/1/84 ruoiseens. PROJ. NO. 6995-00 C ' 'C ^ C' Safety-Related Non-Safety-Relate PAGE B.1.51 I Prepared by Date y ent , Reviewed by Date l ( l PaProject ri. No. Equip. No. Approved by Date
)
s s I .. o .g . ...._ 00 0 $_. . .
%38 l t. .. . .~ . . . . .
BOA O M 'O s O . . . . . j. I - 3 l .
HCROFT DD!(AGAUGE GAUGE $1NGE RETARD h Asheiof4.F6cm A 2so-iss3-s )
I . Gew3e RRend.'on 8 the lohencwrved oordon p ressu-kfe .s Engveh 'M
-bv.ke rb 4tlemp+.s -bo sbrc# Sc3, As i-b ,, dehbs -bLe abhodhet lever a rwt\soiker the en -bke erddrivi odn a rp. AL 3 csr,n +Lere ts q de, kke din \.t^atGn us e0ecic o.nokker (4) i2 tuhtch -
oC hkir I informaWon a. r \obive movewed I cm be eMoined. We ca 0t. - c. hke exa.ed eMIEthdon ([ hc_b+v3d iustkout mm germation b4u.e ! ~' can ciproxime:e b ele? ectron
.hs Co r com/cens en purpose.c, 1
- .. . - - . . . _ - - ~ -
~
"* ~~
. CALC NO. COD-014046 ;
CAs. F*' REV. 00 DATE 6/1/84 i h SAGGEijTtLU;10Y paca, No. 6995_00 l
~"fre X s. w -amaa aa -$*'<-aa" "^ ' " *.s2 i -f ,,.,,, Da '( ,,
Equip. No. n.vi .a ny Approved by D* D.te Prol. No. i .1 r .
.. a.
0.5 h
. . . . . . .. 'h.
i ! For pwposescn conprison assuuve .k=. l ._-;-.. .i . . . _ . .. . _ , .., : _ .. . .. . . j . _.. . - 4 . .. .
- o. if sin z2.r*: o.19 ;n O b \ L;p
~
- j. ' _ . f = .0 s'.n zz. s * = . . . deflechion i
For compansen cucceses Ike 1 % cs k s _ q g r g 6 d,c,,
~
Lbe el i vae ns s dm ' w; R Le v. s .t. d. V J
~
^
f %y w (u n >A K='thim /z R i y R= Z.7Sh ersso.mt6 becaust guet is From Form 4.xs For sbess ad stredn, stl 4'A inch LMmn3 J - ed: lion a3 R e = < 4 + % a 3 c.o g et 3( A i v r s , a m s_ m , pye zir 2 S I + 5
~ $=' (94) VR* + h.ske g1 R"+ deQ\ecLion s,'ece ObMer setk'ons not N Ri 9 w inciwhe. -
6 = -B/A" + @rT-IllWt(5/z- 0MoRc D3 g ,- 5 hgk4 MerWs,24edh % E=1 O fS,. 3oM Cer-Mcg , cop rt M. I 17" 13
'" # '* N* b i binehad and. toins,.[on J l
Calci. For CALC NO. COD-014046 REV. 00 DATE 6/1/84 l SEGEUT5LUuBY emoisuca . PROJ. NO. 6995-00 c .-..c aca o .[ Safety-Related Non-5 fety-Related PAGE B.1.53 (- m Prepared by Date ' i (g nt Date ( j,,j,gg Reviewed by Approved by Date Proj. No. Equip. No.
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t i e i I gene i w .A b ecs :.7 o fer o.n edire ; The sca\e sma\\ Ad\ nUon, si.wb \$Uino d i b e t.e cc'.c s : . L-i
-li r !
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e, V-=- n # b l Gz Ox = Iz21 rak;o
& Gs so for a .ftA\ deC\ec.k;ovs M &c sca\e (2 7c8 .
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he lever arm tu;\\ d.eh\ethe
' = Z24'
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CALC NO. CQD-014046 RW. 00 DATE 6/1/84 hAGGEUTklUilDY ,,,,,,,, . PROJ. NO. 6995-00 ,
""*^* Safety _Refsted Non-Safety _ Relate
.f
- R j Cid.t - Prepared by Date Project Reviewed by Date !
Prol. No. Equip. No. Approved by . Date l l 3
!.a.L._l__.j._L_:__.p._....._..... .._.l...._ .._1._;.__.-..._...__; .
~~
[.~_ ~3 AismfE=~Id6 % )" o. oilLbs O.4 3 's XO= 0 lls'.Lks [..,. !_. * . . '. _ . . . . . . . .. . i! .. V se rsmic = WL Ca. ) = o.o41 tis G l Ta '.Q(.O = o. lL3 Lbs i
~
Eete- co 4.oedoncd Jefrlee{ ion w; ti ~eccut , tube f[el <d.
. r boll e nAs. The, cbse u;e gkhs vs.;11 be el o s b i e d h asccank #or Is. c3 e < L v b .-; . .
n t= c,. cin6V Grcm predom secktcni h-cv - ) 63 b (Ol.mb)+ h.llskz. _f_27xfg(3)=3gqdin
~
( l 5 %/o' )( 6,. 4'7%/o 7 ) L l [ y, = _ h(.17.3 (1) 4-h 7-1)!.I.'_ 'IN =g,11(,xf Ek3)= 2 5394o vg . (lCN0*)lL..n.tlO*') b. d 1 2. a z -t g z $ <$ = ( $ p, + (.x. =(36Xto-/-224X/6 =-o.o co4567,' n 4cle,\ I n cc M e v e re d s'o n = .o- 19 e'n = illoEimes mere, f $sersmic O,OOOYS 67 I s The
%setsmte oA ee,3 adverse stress ahts on Gefleckovd htube. & . Lobe w.'l\
is ha \skue nb.
I . CALC NO. CQD-014046 Cales. For f REV. 00 DATE 4/1/84 , SAGGEUT't.Lui!DY PROJ. NO. 6995-00 enoiuseas , Non-Safety-Relat PAGE B.1.55 i C "'C ^" Safety-Related Date , , Prepared by Client Reviewed by Date e( Project Equip. No. Approved by Date Prej. No. . I k 0,WG hC %S[S $. ._
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e
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. .i .- . L . , 1 .. . . " . . . . . . . ..
- r For the pucpose oI. Q1.igue eva6A.icn e l de pini.
slcess w,ti be cddress ,j This il\
- . o 9 mcuimuvo '
l' be 4 Le bruss s Lern c4 iie 10 0'7 cel. cs Q = m2fs,
~
E,sni.e Dond .ionn\ V;bcd;oa i v For ea.t,e oR assa\ i ele. egine cgerAD.u: elcess (hef.ov,'bngpa)wibse. U conservCseh csl.ima-9ej# !~ i!,e f(bg' r&bida chip a il rm2S tevel vSe&
% =
eng vibe sem-eressurc
<_. * 'f leve\ m s J j'ne Vhakior\ kCVels Clte e ah hro% C40- o JZ. /,28 The t rev.cokr\.\-ed un/a f " Resgense e f As Eub t,'Is E-4 engsc ,
l b a. p c.95 g's y 43 = c.8[3'S y %= l *3 s O E h UC mIrsimwm SeisrniC evcl a>o.s [.Y3 h ' th
%r%%\. 4s3 -Eke erycepcio:c\ eve \sSe,n bove:e .
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- LNLL NU. UUU-UIMU46 1
SARGiiUT t LUt'DY REV. 00 DATE 6/1/84
. cuuiut.aan . r PROJ. NO. 6995-00
_ c. .c aco Safety-Related Non-Safety-Refatec PAGE B.1.56 Prepared by Date f
;thnt Reviewed ny Date 8
P eiect Aporoved by Date Equip. No. Pril. No. 1 _ . . rt n'ce. LLe cock b is kkee..oec. a mat ve stren J:.L _ . . reducMoa. Ocb o@ %s r erec h AsME B Pvcecles .- foe bok' scenows, b;viven 1,Io bsecdon us3 p$t9k 1
. .. ns-sc u .) .
u . 3 , boaSinj bmb incbon If fi ld selsr.Jc -f Emsde 4 :f!'be. [3irli-EUNf ( Oce:les 4(, dC 8 g5j iti Ce;ds (> $go-vo) 2\,400
~ \. '
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\libco.b on (_2ndi Z. 8xikk N 8% cpi j i
From AspE E+PV CodC , Sec. lion III* , Appendix I +OIc. I- 9 1, Nj .t- 9 3 J 53= 18 4s i b O*3 & /lo3 5a$ , i Id*Ioooof7ewo\ t ) 8,34-2.cye. es l (lo 00 / 10, i =Mg = l 8,342.cy cles hke endurance $id o-h Q = 19 j belou.> l7j ecof)Si n ' .Q) 60 5HO , 2.8xtv 9 ,03o l J.o lkSay = _01 + .DLt , fig ,
. fat W Mi dz. M3 /8 3Y2 , /Bi fYZ 1
00
~
l h5 A 11 G E N Y Ld LUNDY CALC NO. COD-014046
- REU. 00 DATE 6/1/84
., MEl.!ORANDU:. OF PROJ. NO. 6995-00 TELEPHONE C0!!VERSATION PAGE B.1.57 l .
(g - Date* 3/15/84
. Tirne: ,
11:30 am a . Person Called: David stravhorn or Mar: h Instrument Co. (Name) . (Company) Person Calling: David Wrioht or sa rnen t- r. Lundy (Name) (Company) Project: Lasa ll o/cl i nton Project No. 65d e-w/4 5 3^-2 2 Subject Discussed: nosian Dirrensinns and critaria on the Mode) J-4958 canna
- m
= ~
( af Summary of Discussion, Decisions and Commitments: Dave D: arch) stated that the J-4858 gauge is designed and built to
. conform to ANSI B.40.1 standards. He also stated that the volume of the bourdon tube for the 4858 can var'/ by as much as 25i,. The __
following desiifn dimensions were provided b'/ Dave at my request. (See attachment) - DM/en ., M. Mohaghtgh - 30 D. Strayhorn - :-:arsh Instrucc ' :, . , G3 J. Sinnappan/P. !!1 cpu - 30 Ar.:'/J.PD/D::'.:,- 30 l
',i ] cc- T-l COD File - 30 a ,
l _ (uN 6'J '- .
. Sigr.:,1 :: - s.
pg COD-012325 l. se- -
. . . . . - . . ~ . -
- date 3/is/ 81
~
Pa3e
- z. 4 A ,
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. 4 Manufacturer /Model Number - Marsh /J-4858 CALC REV. 00 DATE NO. CGD-014046 6/1/84
(. Mounting - stem mounted from the bottem PROJ. NO. 6995-00 Total Weight (Dry) 3/4 ounces PAGE B.1.58 Stem Size - 1/4 in. NPT
- Stem Material - Copper Alloy ,
i Stem Inlet Hole Diameter - 1/8 in, min., 3/16 in. max. 1 I Bourdon Tube Haterial - Copper Alloy Bourdon Tube Thickness - 1/16 in to 1/8 in. Bourdon Tube Arc. Length 11/16 in. , Bo'1rdon Tube X-Sect - approximate circle, 7/16 in. O.D. Dial Size 1/2 in. Maximum Rated Pressure - 300 psi b
- i. -
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3 __ ...- _.
' CALC NO. CQD-014046
- MEl.!0RANDUI,1 OF REV. 00 DATE 6/1/84
- n PROJ. NO. 6995-00 TELEPil0NE CONVERSATION PAGE B.1.59 2- (' s )'
.\ ~ .
Date: March 27, 1984 Titne: 10 30 am
' er' son Called:
P Milt Dixon of Marshalltown (Name) , (Company) Person Calling: David Wright g ggt (Name) . (Company) 6548-30/ Project: Lasalle/clinton Project No. 4536-32 Subject ' Discussed: Marshalltown Pressure Gauge, Figure 23 and Figure 24-F with Dial Ranges 0 - 100 psi, 0 - 300 psi, 0 - 160 psi and 0 - 240 psi. ('l.: - r l'p- si t Summary of Discussion, Decisions and Commitments: . The following infornation was orovided by Mr. Di':on : FI '.it #- ~' .L- F; .ucc 2*- F Approximate Wt. .L/2 los. 2 lbs. Stem Site 1/4 in. 1/4 in. Stem hole 1.D. G.15 in. 0.16 in. Mounting Screw U/A 0.23 in. (hole sics) Stoza Mcterial E/.truded Brass Forged Brass l Bourden m:be ?torial Phosphor Bronze Ph o c oh<.,r oronze Mr. Di::en stated that anv infor:ation recard!.c the size. r.- se-t f c - or thic): ness of the Bourdon tubo '..es cennidored roorictnrv infornat. ion and cot:1d not he released. - DM/cg ;
' A
/ ~h e- M. Dixon - Marshalltown Mfg. r
\
i[ J
' k-S. A. Ah;nad - 30 AEM/APD/D'.. - 30
__, a d,g) ) ! i , . D3 U.!a:UTO i p;;,. COD-013106 - 30 -
. 4m . * = * . ** ..
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3 / ., CALC NO. COD-014046 E ,$o, $ _ '[ 84 SARGENThLUNDY
,emoiNeem*-
C *'*'C ^ O V A Safety-Related Non_ Safety-Reist PAGE B.1.60 in (' Client Prepared by Reviewed by OAd), f f Lu
- f}
U Dateh/7/A Date
'//
Project Approved by lDate Proj. No. . Equip. No. . . . . . .
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! he be adegde Soc-Eke L% khe diese is , kctm d -C c 4: Le 5he re j 4.h e. ace Ms o
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/ ..r /? @ *,NO..6
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, Client Prepared b M, I[Y /( /I .
DateMYCir/_ -. Reviewed by Date Project Approved by Date ;
, Equip. No.
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. . - . ~ . .. _ _ _ . . CALC NO. COD-014046
, celes. For FiELT> S V.-V N C 4 REV. 00 DATE 6/1/84 SARGENT$LUNDY paoa no, 6,93-oo awomeens. v i PAGE B.1.63 l Non-Safety-Retate C 'C ^* C A Safety-Related s ,
Prepared by d Dsie f[ S'1 ( Client Rewswed by Date Project Approved by Date Equip No. Pro). No. ---
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- C"'C^GO Safety-Releted Non-Safety-Relate Prepared by Data
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CALC NO. CQD-014046 Cates. Fo, REU. 00. DATE 6/1/64 PROJ. NO. 6995-00 SARGErdT!cLUrJDY PAGE B.1.66 oueeneene. Non_ Safety-Related . ! c ~.c aoo Safety-Related . A"" i Prepared by Date Client Date {' Project Renewed by Date Equip.No. Approved by Pro). No. -
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>emoweesie C"C^"
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. Celes Fe, REV. 00 DATE 6/1/84 SAllGENTraLUNDY -
PROJ. NO. 6995-00
.. PAGE B.1.70 c o-oc ano gefety_Related Non_Sofety-Related I i
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