Text

Rev 2 to Quality Instruction QI-053, Reinsp of Category I Conduit Supports/I-S-COSP
	ML20236N887
Person / Time
Site:	Comanche Peak
Issue date:	04/08/1987
From:	Hansel J, Schanf J, Zill R; EVALUATION RESEARCH CORP.
To:	;
Shared Package
ML20236N530	List: ML20236N533; ML20236N539; ML20236N544; ML20236N549; ML20236N552; ML20236N556; ML20236N563; ML20236N573; ML20236N579; ML20236N584; ML20236N593; ML20236N604; ML20236N611; ML20236N618; ML20236N619; ML20236N640; ML20236N648; ML20236N655; ML20236N660; ML20236N672; ML20236N684; ML20236N705; ML20236N718; ML20236N732; ML20236N743; ML20236N751; ML20236N766; ML20236N777; ML20236N785; ML20236N789; ML20236N796; ML20236N810; ML20236N816; ML20236N825; ML20236N841; ML20236N848; ML20236N854; ML20236N876; ML20236N887; ML20236N898; ML20236N903; ML20236N921; ML20236N934; ML20236N946; ML20236N966; ML20236N975; ML20236P008; ML20236P012; ML20236P033; ML20236P038; ... further results
References
	QI-053, QI-53, NUDOCS 8708120143
	Download: ML20236N887 (108)
	v • d • e

{{#Wiki_filter:- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - Page 1 of 18 .O EVALUATION RESEARCH CORPORATION m : J, R 3 L L E D C 3 P Y CON JCHE PEAK RESPONSE TEAM QUALITY INSTRUCTION FOR ISSUE-SPECIFIC ACTION PLAN VII. ( INSTRUCTION NO. QI-053 REVISION NO.: 2 ISSUE DATE: 04-08-87 g3 bl REINSPECTION OF CATECORY I CONDUIT SUPPORTS /I-S-COSP I' Prepared by: Date: 3 T 87 s w -. 4 i Approved by: um Date: M -/-[7 Is Coordinator {l Approved by: K Date: -O-87 On-Site QA Reprpeen'tative Approved by: du Date: Y l[7 QC Revied Team Leader '/ / / B708120143 870731 PDR ADOCK 05000445 A PDR

L QI-053 j Rev. 2 1.0 PURPOSE I[*~- l To provide methods to be used and the acc applied when performing reinspection of conduitept/ reject criteria supports. 2.0. APPLICABILITY This procedure applies to reinspection of the conduit support population at Coman h samples selected from areas common to both units. c e Peak Units 1, 2, and Population Description for Conduit SupportThis population is describ s.

3.0 REFERENCES

3.1 Memo QA/QC-RT-449 to A. A. Patterson from R including specific sourcec for attribuses a de . H. Brown of procedure, n n exclusions. 3.2 CPP-009, " Performance of Reinspection and D Reviews." documentation 4.0 GENERAL 4.1 r; Responsibilities ( )g 4.1.1 QA/QC Discipline Engineers The QA/QC Discipline Engineers prepare th proc 2 dure delineating reinspection requirement e inspection attributes. s and 4.1.2 QA/QC Inspeccors accordance with Ref. 3.2 and this insp n and record observations and deviations. ocedure 4.2 Policy Activities performed under this procedure sh ll policies contained in the latest Comanche Peak R a conform to the Program Plan and Issue-Specific Acticn Plan VII esponse Team .C. 5.0 INSTRUCTION Using the information in Reference 3 2 and b l reinspection on the items in this population a d d e ow, perform the results of the reinspection on the checklist n ocument the , Attachment 6.1. 2

QI-053 f Rev. 2 [. '5.0 INSTRUCTION (Cont'd)' 1 ) The general notes portior'of the drawing series 2323-S-0910 for l Unit I and common areas and 2323-S2-0910 for Unit 2 are included as.19. They are used in conjunction with the generic / design drawings for the supports. f Verify that the support or the junction box is marked and that ) the associated conduit cgrees with the conduit support number. If 1 support number is not marked, record this fact on Attachment 6.13. l 1.0 Orientation I Verify that the orientation of conduit with respect to the support is in accordance with the generic / design drawing. 2.0 Configuration- ) 2.I' Components Verify type, size, orientation and/or catalog a. numbers for all support components are as l shown on the design drawings. See Attachment 6.12 when verifying rolled steel shapes cr tube steel. C b. ( Visually verify that support components are damaged (i.e., gouges, bent flanges, not etc.) The acceptability criteria for surface defects is: 1. It must be blended uniformly 2. Depth of defect no greater than 10% of original for t < 3/16" 1/32" for 3/16" f t < 3/8" 1/16" for 3/8" f e<2 1/8" for t > 2, 2.2 Dimensions Verify fabricated support dimensions and a. general configuration is as shown in the applicable generic / design drawings. If not shown on the drawing, the following tolerances shall apply: Length < 12" 1 1/8" 3

QI-053 Rev. 2 O, 5.0 INSTRUCTION (Cont'd) 2.0 Configuration (Cont'd) Length '/ 12" 1/4" Hole Centering Locations 1 1/8" Attachments to Baseplates i 1/4" b. Verify that the thickness of plate elements equals or exceeds the minimt,m called for on the applicable drawing. 2.3 Conduit Bearing Verify that the conduit-bears completely on the Unistrut or the structural member for the width of the clamp. 2.4 Clamp "t" tolerance Verify that the gap tolerance between clamp and support surface is in accordance with the allowable shown on Attachment 6.1.1, ihtets 1 or 2. 2.5 Tube steel vent hole (Inside the Reactor Building Only) Verify that capped tube steel is vented either by provision of vent holes (3/16" to 1/2") or by breaks in the cap to tube welding. 2.6 Base Plates Va.rify that base plates fit flush against the mating surface. The following is acceptance criteria where base plates are not flush: The gap between the plate and concrete for a maximum of 20% of the plate perimeter may exceed 1/16 inch, but at no point shall the gap exceed 1/2 inch. If the above acceptance criteria is not met, the inspector shall, using a feeler gage, map gap depth beneath the baseplate and determine if the area exceedin.1 1/16" gap is limited to less than 20% of the baseplate crea. If verified the attribute is acceptable. NOTE: The verification of fit-up for structural members other than Base Plates to concrete ( surfaces (ie. Unistrut channels) with respect L to the criteria above is not required, but may be included for information only. If an inspection is performed for these structural members a notation must be mad? in the l Recarks column. 4

QI-053 Rev. 2 O 5.0 INSTRUCTION (Cont'd) N) 3.0 Capacity / Span (Unit 1 and Common Areas only, Ref Memo QA/QC-RT-449) 3.1 Capacity The following items shall be verified, ss shown on sketches included in the individual support reinspection packages in order to provide verification for the acceptability of the support capacity: NOTE: For design purposes, the Bisco Seal Block is not considered to provide support for conduits which pass through the material, Size and location of each conduit on the a. support. b. Length of adjacent spans for each :onduit on the support. The presence, size, and type of any c. electrical fittinga not. independently 7 supported including fitting distance to

k support, to adjacent support, and length of adjacent span or dependir.g on support type to next multidirectional support.

d. General layout dimensions of the major members of the support. e. In spans with LBDs verify that the distance between an LBD and a threaded conduit section is in accordance with the generic design drawinga. f. For multidirectional supports on suspended runs only, verify the layout sketches of all conduit on the support being inspected, from that support to the nearest multidirectional supports that are on the conduit runs, each side of the affected support. g. For transverse supports on suspended runs only, verify the laycut sketches of all conduit on the support being inspected from that support to the second closest' multidirectional supports, on each individual span, each side of the affected support. l 5

j QI-053 Rev. 2 e-s 5.0 INSTRUCTION (Cont'd) / 1 L'"j 3.0 Capacity / Span (Cont'd) NOTE: 1. Multidirectional supports are supports braced both axially and transverse to the conduit run. Transverse supports are those supports braced only transverse to the conduit run.

2. Tolerance shall be as follows:

Location (11") Lengths 23" but not to exceed maximum allowable span in accordance with attachment 6.15 sheets 1,2,10 through 24

3. Any fitting in the conduit span or items attached to the support that have not been indicated on the sketch shall be noted on Attachment 6.13.

3.2 Span Configuration Verify spans on either side of the support a. (~')) being inspected fall within the maximum span (_, criteria for either straight runs (Attachment 6.15, sheets 1,2,13 through 13 and 15 through

20) or radiused spans (Attachment 6.15, sheets 1,2,4,13,14 and 15).

NOTE: LA type support spans in ene diesel generator bldg. are gcverned by the same allowables as those for the safeguard b1dg. L b. Verify support distances from tangent points of radiused conduit are in compliance with.15, sheets 1,13 and 14. Verify spans on either side of tae affected c. support that are carrying unsupported electrical fittings are in agreement with.15 sheets 1,2,13, and 15. NOTE: Where this dimension exceeds the corresponding dimension in 3.2 a. the latter shall govern. d. Verify that changes in support configuration f-g from wall / ceiling to suspended are in ( ) accordance with Attachment 6.15 sheet 3. 6

QI-053 Fev. 2 /7 5.0 INSTRUCTION (Cont'd) L) 3.0 Capacity / Span (Cont'd) l In spans with LBDs verify that the distance e. between an LBD and a threaded conduit section is in accordance with the generic design drawings. f. Other span attributes, i.e., overhangs, length of flex, etc. shall be verified on a l case by case 1 asis. The need to verity these _ attributes will be identified by the inclusion in the individual support package of a marked up drawing with the additional attributes requiring inspection. NOTE 1: Verification of support capacity attributes will be determined by the responsible QA/QC discipline engineer with concurrence by the QA/QC lead discipline engineer using a " Support Loading Verification Sheet." This neat will be included in the individual verification package. Summarization of these j findings will be noted in the appropriate section (i.e., Section 10, capacity and Span) of the ERC Data Base Report, by the responsible QA/QC discipline engineer. This report will also be included in the individual verification package. NOTE 2: For junction box supports not requiring load verification, the number of conduits enterink the junction box vf11 be noted in l writing by the responsible QA/QC l Inspector on Attachment 6.13 " Supplemental Remarks." This information will be used in the { corresponding documentation review { package to determine adequacy of the { support capacity. (Ref. dwgs. j 2323-S-910 Sh. JA1, note 4. R15 and 2323-S-910 Sh. JA2, note 2, R16) 4.0 Material Verification i J l (O I ) 4.1 Record the heat / mark number or unique identifivr of non-:atalog items (i.e., tube, steel, plate, etc.) on I.2 for later use in document review. If l missing or illegible, record such on form. 7

l 'l l! QI.ps't . [ Rev.'2 i [ 5.0 ~ INSTRUCTION (Cont'd) 4.0. Material Verification (Cont'd) 4.2 Verify material for bolting attachments is as shown on the generic / design drawing. See Attachment 6.16 for . bolt ~ markings. 5.0 Eolting 5.1 Engagement a. Verify that all bolts and weld studs are flush with the top of the nut or extend beyond or meet minimum thread engagement specified on the generic / design drawing. b. For Unistrut spring nuts verify alignment of. ' nut grooves with Unistrst clamping ridges.- 5.2 Washers a. Verify that vtshers have been used when called for in the generic / design drawing.- See also Attachment 6.19 sheet 3. O-Installation of washers not called for on drawing is not cause for rejection. i b. Verify that bevelled washers are used where required to provide adequate bearing-(i.e., when slope in contact with bolt is greater than 3 degrees). See Attachment 6.8. i 5.3 Edge Distance Unless indicated by the design drawing minimum bolt edge distance on Field Fabricated items (i.e., plate, etc.) shall be in accordance with Attachment 6.9. Where edge distance is indicated on the design drawing it is acceptable to record the accept / reject criteria under this attribute'with a notation in the remark column indicati'g that the design draking criteria is being use.i. 5.4 Richmond Inserts If the information necessery to calculate a. thread engagement is available on the design drawing. DCA,' marking on the bolt, etc. then verify the thread engagement for Richmond Inserts is at least two (2) times the bolt O-diameta plus 1/8 inch. Thread engagement shall be calculated as sheva in Attachment 6.18. Where bolt length information is not 8

1 QI-053 Rev. 2 1 [(l'~. ' 5.0 INSTRUCTION (Cont'd) s-5.0 Bolting (Cont'd)- retrievable, the length shall be determined by an ultrasonic examination performed by l Brown & Root in accordance with procedure j QI-QP-ll.18-4. This information shall be 1 transmitted to the inspector by Brown & Root in writing. The inspector shall include this report in the reinspection package and based on this information verify the thread engagement in accordance with Attachment 6.18-b. Verify nuts or bolts in Richmond inserts are hand tight. The stud shall not rotate. 5.5 Connections For bolting attachments verify the following are in accordance with the generic / design drawing. a. diameter b. quantity i /"h (,) c. spacing i d. for Unistrut only - verify that the bolt has not bottomed out against the Unistrut member. 5.6. Torque a a. Verify that bolts are torqued to 70% of the requirements specified in the generic / design drawings or manufactures catalog for connections which have not been painted. The inspector shall ensure that torque wrenches are properly calibrated and logged as such. See Attachment 6.17 for torque values. For those bolts that do not meet the 70% torque requirement, the inspector shall, in addition to rejecting the bolt, record in the remarks column, that torque value at which rotation occurs. 9 1. m

QI-053, ,Rev.'2 5.0 INSTRUCTION (Cont'd) L 6.0 Concrete Expansion Anchors (Hilti) (Cont'dT b.- Verify that nut is hand tight on bolted connections where no torque is specified in the generic / design drawings. This applies only to connections which have not been painted. Verify that nut is hand tight on connections c. that have been painted. 6.0 Concrete Expansion Anchers (Hilti) 6.1 Size and Number a. Verify anchor bolt diameter. This can be accomplished by using a gauge or rule to distinguish nominal diameter sizes ranging between 1/4 and 1 1/4 inch diameter in increments of 1/8 inch. b. Verify that type, length and number of anchors installed match those shown on the design drawing. ) ~ NOTE: Determine anchor length by the letter designation stamped on the top of the bolt (Attachment 6.3). Super kwik bolts are identified by a star in addition to the letter designation. If length identification is not verifiable or visible, an ultrasonic examination shall be performed by Brown and Root in accordance with QI-QP-11.18-4 { Once ultrasonic examination is complete, a copy of the results will l be retained in the verification package. 6.2 Embedment Verify that the Hilti anchor bolt embedment plus the nut thickness (from Attachment 6.3 Pages 1 and 2) for the anchor being measured is not less then the "Embedment length" or " Minimum Embedment Length" i identified on the drawings (remove paint if necessary); ) (f~s) or lacking such information use the " Minimum Embedment" ~- identified on Attachment 6.3 Page 3.* 10

QI-053 Rev. 2 5.0 INSTRUCTION (Cont'd) (3 . (_) 6.0 Concrete Expansion Anchors (Hilti) (Cont'd) Determine the Hilti anchor bolt embedment by measuring the projected length of the anchor bolt from the sewetural concrete ** surface. Subtract the anchor projected length from the designated anchor length to arrive at the Hilti anchor bolt embedment. The. designated anchor length is that shown on Attachment 6.3 unless the stamp is indistinguishable in which case the U.T record length should be used. In floor and roof areas where toppiig has been placed, the thickness of the topping shall be taken into account in determining the projected length unless i shown on design drawing. In these areas the thickness of the topping chall be added to measured length taken from the concrete surface. The inspector shall ensure that the thickness for topping is provided by the engineer and included in the verification package.

NOTE:

When the letter designation stamped on Hilti bolt is not identified by Attachment 6.3 Pages 1 and 2 the following Hilti bolt attributes regarding length of Hilti's can conservatively be inspected by using.3 Page 3.

- NOTE:

See Attachment 6.19, Page 11 of 31 Note #5. I 6.3 Bolt Spacing o Verify for each Hilti, center-to-center a. spacing of adjacent anchors of the same size (not on the same attached fixture) is not less than ten (10) anchor diameter unless specified on the design drawing. For unequal sized bolts, the minimum spacing (unless shown on the design drawing) is as shown on.4. b. Verify spacing of each Hilti to existing Richmond Inserts, concrete edges, abandoned holes, Hilti anchors and embedded anchor bolts that have been cut off meet the minimum spacing requirements specified in Attachments 6.4 and 6.5 unless shown on the design drawing. O V 11

QI-053 Rav. 2 5.0; INSTRUCTION (Cont'd) l ( ) 6.0 Concrete Expansion Anchors (Hilti) (Cont'd) j Verify that the minimum distance of each c. Hilti anchor to any adjacent embedded plate meets the following requirements of.6. Hilti anchor bolts located within i twelve (12) inches of an attachment shall be spaced as shown on the tables of Attachment 6.6. For. embedment plates without any attachment within twelve (12) inch clearance distance, the anchor may. be as close as practical to the edge of the plate without damage to the plate. 6.4 Angularity Verify each Hilti anchor installed has its longitudinal axis within 6' from the perpendicular to the surface in which it is installed. Attachment 6.7 gives inspection requirements. 6.5 Concrete Damage Verify structural concrete surrounding the fixture hLs i not spalled as a result of installing the Hilti' anchor. j If spalling exists, verify the depth does not exceed the following: I o Maximum Acceptable i Hole Size Spall Depth

i 5/8 inch 1/2 inch

-l 3/4 inch to 1 1/4 inch 3/4 inch If the area in question includes a topping, the maximum spall depth cay be increased to the depth of topping. 6.6 Nut Engagemer. and Bearing Verify nut of each Hilti anchor has proper a. I engagement such that the end of the anchor ?O bolt is not lower than the top of nut, unless otherwise shown on design drawings. 12

QI-053 ) Rev. 2 5.0 INSTRUCTION (Cor.t'd) h 6.0 Concrete Expansion Anchors (Hilti) (Cont'd) b. 4 Verify surfaces of bolted parts in contact with the nut and washer of each HILTI anchor have a slope of no more than 1:20 and that a minimum of one washer (standard or plate) has been provided. The washer shall completely cover the hole in the base plate. A bevel l gauge shall be used for determining if the l gap is less than 1:20 (Attachment 6.8) Verify that the nut for each anchor has not c. bottomed out by using the thread length provided in Attachment 6.3 and the measured I projection. d. Verify no visible weld has been made to anchor bolt nut. 7.0 Welding l l Prior to the start of inspection assure that welds are I clean of any foreign material which would impede an adequate visual inspection. Coatings need not be e removed unless an inspector feels that he is unable to provide an adequata inspection of the weld due to excessive and/or uneven coating application. The inspector shall contact the Level III Inspector and, with his concurrence, request that the coating be removed. Where it is necessary to measure weld dimensions during the course of an inspection, such dimensions should be determined as accurately as is practically achievable using standard weld inspection tools. 7.1 Location Verify that the weld locations are as specified per the detailed drawing. 7.2 Weld Size Verify that the weld size meets the requirements of the zpplicable drawings except that: Fillet velds may be undersized to a maximum of 1/16" provided that the undersized 9 portion (s) do not exceed 1/4 of the weld length. 13 _ _ _ _ - - - - - ~ - " - ' - - - - ^ ~ -

QI-053 Rev. 2 l 5.0 INSTRUCTION (Cont'd) '~ 7.0 Welding (Cont'd) ' Oversized fillet welds shall be acceptable if the oversized weld does not interfere with mating parts. For bevel welds that are inaccessible from the backside, the size is verified by assuring that the joint is welded flush (except as noted in Attachment 6.10). 7.3 Weld Length Verify that the wold length complies with the referenced drawing with the following allowances: Weld length Specified on Pe rmissible Drawing Underlength ( 3" l/8" [3" 1/4" Weld lengtha may be longer than specified. O) ( The spacing of intermittent welds may vary within 1" of the location specified on the drawing. 7.4 Fusion Verify that if any incomplete fusion is visible it complies with the following: For fillet velds 3/8 maximum incomplete fusion in any 4" segment and 1/4" maximum incomplete fusion in welds less tha. 4" long. For groove welds no incomplete fusion is permitted. 7.5 Craters Verify that the weld size is met on all welds with underfilled craters. Craters outside the specified weld length are irrelevant provided there are no cracks visible through coated surface if the weld has been coated or on the uncoated surface if the coating has not been applied. v 14

1 QI-053 Rev. 2 il;. ; 5.0 INSTRUCTION (Cont'd) 7.0 Welding (Cont 'd) ] 7.6 Weld Profiles Verify visually that the weld profiles are acceptable per Attachment 6.10 sheets 1 through 3. j 7.7 Undercut Verify that any undercut present does not exceed the following criteria: For base material less than 1/8", no undercut is permitted. For base material > 1/8" and ( 3/8" the following requirements apply: 1. When the member is welded from both sides and the undercut is in the same plane, the following undercut is permitted: 1/32" for 1/2 the length a. of the

total weld.

' b. 1/32" for 1/4 the length 2 of the

total weld and 1/16" for 1/8 the length of the
total weld.
Total weld equals the cumulative length of both sides.

2. For all other welds the permitted undercut is: 1/32" for the full length a. of the weld, or l b. 1/32" for 1/2 the length of the weld and 1/16" for 1/4 the length of the weld. O 15

QI-053 Rev. 2 5.0 INSTRUCTION (Cont'd)

j. - g

(_,) 7.0 Welding (Cont'd) For base material greater chan 3/8", the following requirements apply: 1. For members welded on both sides, where the undercut is in the same plane, the permitted undercut is 1/32" for 3/4 of the length of the weld and 1/16" for the remaining 1/4 of the length of the weld on both sides. 2. For members welded only on one side, or where the undercut is not in the same plane, the undercut may be 1/16" for the full length of tSe weld. 7.8 Porosity Considering that only surface porosity whose major surface dimension exceeds 1/16" shall be considered relevant, verify the following: The sum of the diameters of porosity do not a. ',) exceed 3/8" in any linear inch of weld and / N-shc11 not exceed 3/4" in any 12" of weld. b. If four (4) or more pores are aligned, the edge-to-edge separation of the pores shall exceed 1/16". 7.9 Overlap If overlap is present, verify that the required weld size and the fusion acceptance criteria are met. If fusion in the overlap length cannot be verified, then verify that the overlap length, whose fusion cannot be verified, does not exceed 3/8" in any 4" segment er 1/4" in welds less than 4" long. 7.10 Surface Slag Verify that the major surface dimensions of the slag does not exceed 1/8" or 1/4" for any isolated surface slag. (Slag is considered to be isolated when it does not occur more trequently than once in a 3" weld i segment.) iv 16

QI-053 Rev. 2 7.11 Cracks nk,, Verify that there are no cracks visible through the coated surface if the weld has been coated, or on the uncoated surface, if the coating has not been applied. 7.12 Welder's ID Symbol Determine if a welder symbol is present (do not remove paint) and record on Attachment 6.7. This information. is required for document review only and has no accept / reject criteria. NOTE: 1. Should additional space be required for remarks on the checklist, use Attachment 6.13. 2. Inspector t, hall record the inspection tool code of.20 and other applicable data (ie tool number, calibration date, etc) on Attachment 6.21 for those tools used in the inspection. With the exception of tools requiring calibration data, this information is for possible future use and is not a requirement for these inspections. ( 6.0 ATTACHMENTS 6.1 Reinspection Checklist 6.2 Material identification 6.3 Hilti Anchor Designation and Setting Requirements 6.4 Minimum Spacing Between Hilti Expansion Anchors 6.5 Minimum Anchor Clearances 6.6 Minimum Clearances to Embedded Plates 6.7 Anchor Angularity 6.8 Nut Bearing 6.9 Minimum Bolt Edge Distances 5.10 Weld Profiles b ) ) 17 I 1 l

01-053 'Rev.'2-I 6.11 Welder ID l 6.12 AISC-Dimensions for Rolled Shapes and Tube Steel 6.13 Supplemental Retr. arks 1 I 6.14 Clamp'"t" Tolerance ) 6.15 Conduit Support Locations i 6.16 Bolt Markings ) 4 6.17 Bolting Torque 6.18 Richmond Inserts 6.19 General Notes S-910 Series 6.20 Inspection Tools and Codes 6.21 Inspection Tools Used

O i

4 i 3 O 18 i l-w-_=______________________________-

".1 COMANCHE PEAK RESPONSE TEAM g[.053 CHECKLIST Rev. 't G Pace 1 of a POPULATION DESC VERIFICATION PKG NO. CATEGORY I CONDUIT SUPPORTS 1 PAGE 1 OT 4 QUALITY INSTRUCTION { REINSPECTION ] UNIT 1 EQUIP! TENT MARK / TAG NO. C DOCUMENTATION REVIEW [ UNIT 2 l C COMMON VERIFICATION l ANBEE ACCE?T REJECT DATE REMARKS 1.0 Orientation 2.0 Configuration 2.1 Components

a. Type, etc.

b. Visual Damage 2.2 Dimensions

a. Support Dim.

b. Plate Thickness 2.3 Conduit Bearing 2.4 Clamp "t" Tolerance 2.5 Tube Steel Vent Hole 2.6 Base Plates 3.0 Capacity / Span 3.1 Capacity

a. Cond. size, loc.

b. Adj. span len.

c. Elec, fit.

d. Gen layout

e. Addt'l. iteps

f. M-D sup, sketch

g. Tr. sup. sketch PREPARED BY:

APPROVED BY: DISCIPLINE ENGR. DATE LEAD DISCIPLINE ENGR. DATE INSPECTED BY: APPROVED BY: LN5?ECTOR DATE LEAD INSPECTOR DATE i CPP-007.IA. Revision 0 0144 (POPDES)

I -~ Attacnc.ent 6.1 01-053 Rev. 1 Page_2 of 4 COMA::Citt PEAT. RC3 rut:3C TCAM CHECKLIST Purul.AT10N DESC VERDICAfluN FhG fiu. CATEGOf I CONDUlf SUPPOR1$ PACE ? 0F 4 Vt,x 1 F ICAT10N ATTR18UTE ACCEPT-REJECT DATE RE J'.KK5 3.2 Span

a. Adj. spans I

b. Dist. from can pt.

c. Adj. span w/ fit.

q d.' Wall-susp. sup.

e. Thd. cond. w/L8D

f. Addt'1. attr.

4.0 Pfa t e rial Verification 4.'l Mark number 4.2_Eolting material 5.0 Solting 5.1 Engagement

a. Bolts, studs

b. Unistrut nuts

( 5.2 Washers

s. llse

b. Reveled washers 5.3 Edge Distance 5.4 RJ,hmond Inserts

a. Thread engagssent

h. Nuts, bolts 5.5 Connections J

e. Dis.

b. Quanttry.

c. Spacina l

k

d. Unistr. bucca. out 5.6 Torque

s. Tor. apec.

b. No tor opecf.

c. Painted O

cPr-out.as. Revasten v b ' " L*"' l

L A*,tacntent 6.1 QI-053 Rev.

).

Page 3 of 4 cs ) ,(/ l CCMA!!CllE PEAX RE000:;SE TEAM CHECKLIST PUPULATiet4 DESC VERIFICATION PKU !.V. CATECORY I CONDUIT SUPPOR1 S PACE L OF L VERIFICATION A UTE ACCEPT REJECT DATE 6.0 Concrete Expansion Anchors 6.1 Size and Number

a. Dia.

b. Type etc.

6.2 E:.hedsent 6.3 Evit Spseing

a. 5,-ac adj. anchors

b. Spec. to edren etc.

c. Dist. to adj. pits n

( ) 0.4 Angularity U 6.5 Concrete Damage 6.6 Nut F.n gn r.eme n t and Bearing

a. Nut engssernent

b. Surface contact

c. Bottom out

d. Welded nut 7.0 Welding 7.1 Location 7.2 Weld Site 7.3 Weld f.ength 7.4 Fusion 7.5 Craters 7.6 Weld Profile 7.7 Undercut

/O, 'Asl LA'r-vu t. t r,, Kav a s tuu u O l U ' * ; U '* *' ' / 4 e e g a c3 Cc=4 Q*O +

Att3C Tent 6. 01-053 Rev. 1 Page 4 of 4 COMA!;CllE P"AX RE*>TO :5E TT.Ni CllECKLIST PUPULATION DESC VERIFICATION FKG NU. CATECCRT I CONDUIT SUPPOR1 5 PACEL OF L vex (F[ CAT 10N A U ACCEPT REJECT DATE i 7.0 'n'elding (Cont'd) '7. 8 Porosity 7,. 9 Overlap 7.10 Surface Slas 7.!! Cracks I 7.12 Walder ID e o 1 er ,9. e / O Gl't-vu t.1 & e navasauta G 6,144 (6'v. h ) uw/Avso) P .2 QI-053 Rcv..i g Page 1 of 1 \\ COMANCHE PEAK REVIEW TEAM INSPECTION CNECKLIST VERIFICATION PACKAGE NO. p Slf? PORT NO. l MATERIAL IDENTIFICATION ITEM NO. DESCRIPTION IDENTIFICATION INFORMATION i O W 0 4 5 %.= m e om., 8 O~ Inspecter Date

Attachesnt 6.3 QI-053 Rev. 2 Page 1 of 3 'HILTI ANCHOR-DESIGNATION AND SETTING REQUIREMENTS Minimum Embedment (Before Torque) Stamp on Actual Length Nut Anchor Bolts Sizes KWIK Super Kwik of Threads Thickness A. 1/4 x 1 5/8 .1 1/8 ~ 3/4 7 / 3 2.. B. 1/4 x 2 1/4 1 1/8 3/4 7/32 3/8 x 2 1/8 1 5/8 7/8 11/32 C. 3/8 x 2 3/4 1 5/8 7/8 11/32 1/2 x 2 3/4 2 1/4 l' 1/4 7/16 D. 1/4 x 3 1 1/8 3/4. 7/32 E. 1/4 x 3 1/2 1 1/8 3/4 7/32 3/8 x 3 1/2 1 3/8 1 1/8 11/32 1/2 x 3 3/4 2 1/4 1 1/4 7/16. 5/8 x 3 1/2 2 3/4 1 1/2 17/32 F. 3/4 x 4 1/4 3 1/4 1 1/2. 5/8 G. 5/8 x 4 1/2 23/4 1 1/2 17/32 (} 3/4 x 4 1/2 3 1/4 1 1/2 5/8 H. 3/8 x 5 1 5/8 1 1/8 11/32 I. 1/2 x 5 1/2 2 1/4 1 1/4 7/16 3/4 x 5 1/2-3 1/4 1 1/2 5/8 J. 5/8 x 6 2 3/4 1 1/2 17/32 1x6 4 1/2 2 1/4 27/32 K. L. 1/2 x 7 2 1/4 3 1/4 1 1/4 7/16 3/4 x 7 3.1/4 1 1/2 5/8 1x7 4 1/2 2 1/4 27/32 g. N. O. 5/8 y 9 1/2 ? 3/'- 1 ".f1 17/32 3/4 x 8 1/2 3 1/4 1 1/2 5/S P. 1/2 x 9 3 1/4 1 1/4 '. 7/16 1x9 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 9 5 1/2 3 1/4 1 1/32 Q.

l l.3 QI-053 Rev. 2 ~ ~'} HILTI ANCHOR DESIGNATION AND SETTING REQUIREMENTS v Minimum Embedment (Before Torque) Stamp on Actual Length Nut Anchor Bolts Sizes KWIK Super Kwik of Threads Thickness R. 1/2 x 10 2 1/4 1 1/4 7/16 3/4 x 10 3 1/4 1 1/2 5/8 s, T. 1/2 x 12 3 1/4 1 1/4 7/16 1 x 12 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 12 5 1/2 8 1/8 3 1/4 1 1/32 U. 1 x 13 1/2 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 13 1/2 5 1/2 8 1/8 3 1/4 1 1/32 v. W. 1 x 15 6 1/2 2 1/4 27/32 1 1/4 x 15 5 1/2 8 1/8 3 1/4 1 1/32 l x. I 1/4 x 16 1/2 5 1/2 8 1/8 3 1/4 1 1/32 f} y, V Z. I 1/4 x 18 5 1/2 8 1/8 3 1/4 1 1/32 DD. I 1/4 x 22 8 1/8 3 1/4 1 1/32 EE. I 1/4 x 23 8 1/8 3 1/4 1 1/32

Bolts of 19-inch length and greater may be stamped with number corresponding to the bolt length in inches in the same manner instead of the stamped letters as listed

below,

[ \\ 8/ l l 2 - _ _ _ - _ _ _ _~

A.3 QI-053 L.. Rev. 2 ~1 LENGTH IDENTIFICATION SYSTEM ,w Stamp On Length of Anchor Anchor (Inches) A 1 1/2 B 2 C 2 1/2 D 3 E 3 1/2 F 4 G 4 1/2 H 5 I 5 1/2 1 6 K 6 1/2 L 7 M 7 1/2 N 8 0: 8 1/2 P 9 Q 9 1/2 R 10 S 11 T 12 ['..- U 13 V 14 W 15 X 16 Y 17 Z 18

To be used for checking embedment length only STANDARD HILTI DATA Minimum Embcdment length of Bolt Diameter KWIK (before torque Threads 1/4 1 1/8 3/4 3/8 1 5/8 varies 1/2 2 1/4 1 1/4 5/8 2 3/4 1 1/2 3/4 3 1/4 1 1/2 1

4 1/2 2 1/4 1 1/4 5 1/2 3 1/4 O 3

h: r,.4 QI-053 Rev. 2 Page 1 of 1 ..,_J. -MINIMUM SPACING BETWEEN HILTI EXPANSION ANCHORS

i V

,G-t r: Hilti. ~ Anchor 1/ 4 " '- 3/8" -1/2"- 5/8" 3/4" 1" 1 1/4" ' Size Hilti Hilti Hilti Hilti Hilti Hilti Hilti 1/4 2 1/2 3 1/8 3 3/4 4 3/8 5 6 1/4 7 1/2 5/16 2 13/16 2 7/16 4 1/16 4 11/16 5 5/16 6 9/16 7 13/16 ( .3/8. ~3 1/8 3 3/4 4.3/8 5 5 5/8 6 7/8 8 1/8 '1/2 3.3/4 4 3/8 5 5 5/8 6 1/4-7 1/2 8 3/4-5/8 '4 3/8 5 5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 3/4 5 5 5/8 6 1/4 6 7/8 7 1/2 8 3/4 10 7/8! 5 5/8 6 1/4 6 7/8 7 1/2 8 1/8 9 3/8 10 5/8 1-6-1/4 6 7/8 7 1/2 8 1/8 8 3/4 10 11 1/4 1 1/4 7 1/2' 8 1/8 8 3/4 9 3/8 10 11 1/4 12 1/2 j-(,/ - Dimension in inches. $ The minimum spacing outlined in the above chart applies to Hilti anchors detailed on separate adjacent fixtures. Hilti bolts details on an individual fixture drawing may have less than the minimum ,L spacing tabulated above. h

,.5 QI-053 Rev. QL Page 1 of 1 /b MINIMUM ANCHOR CLEARANCES

MINIMUM DISTANCE TO Abandoned Hilti Anchors or Hilti Richmond Screv Anchors Concrete Edge
Holes and Embedded Anchor Anchor Site 1-inch 1 1/2-inch (Note 1)

_ Bolts that are Cut Off** 1/4 7 5/8 12 1/4 1 1/4 1/2 3/8 8 1/4 12 7/8 1 7/8 3/4 1/2 8 7/8 13 1/2 2 1/2 1 5/8 9 1/2 14 1/8 3 1/8 1 1/4 3/a 10 1/8 14 3/4 3 3/4 1 1/2 1 11 3/8 16 5 2 1 1/4 12 5/8 17 1/4 6 1/4 2 1/2 g% k Heasured Center-to-Canter of anchors and anchor center to edge of concrete in inches.

- Minimum spacing between holes covered by this column shall be measured cencer-to-center and based on size of hole being drilled.

(e.g., Pilot hole spacing is based on pilot bit size.) Hilti bolts may be installed as c1'ose as practical to unused Richmond Screv Anchors which have been plugged (i.e., grouted, Richmond Screw-in plug or snap-in plug, etc.). NOTE 1: Jhere embedded angles are used for framir.g water tight door or removable block vall openings, the minimum clearance from center line of Hilti anchor to the opening edge is 5 inches + 5 times the Hilti anchor diameter. ,9." m OO l l 1

Attachesnt 6.6 07-053 Rev. 1 Page 1 of 1 MINIMUM C1.EARANCES TO EMBEDDED Pl.ATES Where the embedded steel plates are occupied by attachments within minimum distances shown below, the minimum clearpnce to Hilti Anchors shall be as follows: Hilti Anchor Nelson Stud Edge of Place Size to Hilti Anchor to Hilti Anchor 1/4 5 1/4 3 3/4 3/8 2 7/8 4 3/8 1/2 6 1/2 5 5/8 7 1/8 5 5/8 3/4 7 3/4 6 1/4 1 9 7 1/2 1 1/4 10 1/4 8 3/4 Dimensions are in inches. Distance seasyred with reference to center of bolts and studs. Where location of the nearest Nelson Stud can be determined from the "S" stamps on the embedded steel plate, the miniaun centar-to-center clearance to the Hilti Anchor as shown above shall govern. Where location of the nearest Nelson Stud cannot be so determined, the minimum clearance to Edge of Plate as shown above shall govern. NN Tl %f*} - w m$/ wng f une ew t W e t lr M & #9 h y O

e A :achten: 6.7 QI-053 Rev. 1, m Page 1 of 1 Ib) ANCHOR ANCULARITY i ANGLE GRE ATER THAN O' y .. ANCHOR IS LESS THAN 6

OUT OF PLUMB.

PLUMBNESS GAGE

STAMP ON O

n 6, 4 SuRrAcE Or i ANCHDRED PJTE r \\ l s / )c I = I l E4' ' SPACER PLATES I / 9 Use this or other acceptable devise in determining acceptable angularity.

s A::ach en: 6.F QI-053 Rev. g Page 1 of 1 O NUT BEARING BEVEL G AGE (SEE SKETCH BELOW) i ANGLE GREATER BEVELED WASHER THAN O'.'. CONTACT ' j IS UNACCEPTABLE I 1 O f f I GAGE FOR EACH i i BOLT DIAMETER yT kd,1,k,k,/,I$ I 4 8 4 BOLT DIA.+ d, n ' ( r" }&,, ' ~ ' ~ l 6- +

i i

r i, '.![, s i

._.9 QI-053 Rev. 1 Page 1 of 1 I BOLT EDGE DISTAtlCE Min. Edge BoltI Distance 3/8" 94 5 1/2" 3/4" 5/8" 7/8" 3/4" 1" 1" 1 1/4" 1 1/4" 1 5/8" 1 1/2" 1 7/8" 1 3/4" 2 3/16" 2" 2 1/2" O 1 0 , 9. 9% r O

1 l Attachtnent 6.10 01-053 Rev. 1, Page 1 of 3 tillet Weld Profiles l l 's ,e T t,o eN co not mensure 's y l ~ Acceptable Convex 1ty Acceptable concavity s i= = \\ S 4 0

1.10 01-053 Rev. 1 Page 2 of 3 CROOVE WELD PROFILES - Do not measure Q i 1 3 a' s Y .v Acceptable Convexity I - 1/32 (Underft11ed) O j \\[, ' j t b 1 I Acceptable Concavity or Underft11 1/32 - Grinding Depressista l T / o t2 \\ / 11 r_ s, a ~ O Acceptable ,10 01-053 Rev. g Page 3 of 3 FLARE BEVEL PROFILE I -.1/ 3 2 o j f/ f 4 O %N-Acceptable

l I

'* NOTE: The profile show in acceptable for flare bevel welds specifiet; to be flush. If other fill requirements are specified, refer to project specifications for acceptance requirements. O

Attachr.ent 6.11 ')- QI-053 Rev.- 1, Page 1 of 1 I O COMANCHE PEAK REVIEW TEAM ' INSPECTION CHECKLIST VELDER IDENTIFICATION - VERIFICATION PACKAGE NO. SUPPORT NO. / WELDER IDENTIFICATION o , 9. e e O Inspector Date

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,.17 QI-053 Rev. L Page 1 of 1 TORQUE SCHEDULE Unit I and Common Areas Unit 2 1 '5TUD SIZE & TORQUE SCHEDULE MULt-OtREenONAL CONounT CLAMP STJC Cmj70Rogg Y'** ,p.2558 Min M Qut e wpe ny sizz#T.tesa cm N= oCMcLTS 4' P tsse 3e is (ig g,' 4-sca. - cMT Cas.L-g, p,g
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_.20 QI-053 J Rev. $L Page 1 of 1 INSPECTION TOOLS AND CODES CODE TOOL AF Angle Finder BL Bubble Level l BS Boroscope l BW 1/32", 1/16", 3/32", 1/8" Wire CG Contour Cage DF Dry Film Thickness Gage FG Feeler Gages FL Flashlight FM Fibre Metal Tillet Gages CG Gal Fillet Gages g HL Hi-Low Gage MG Magnifying Glass MI Micrometers MM Mirror a MN Magnet PB Plum Bob PR Protractor SC Slide Cauper . 6" Rule SR ST Steel Tape Measure TG Taper Cage TW Torque Wrench - UD Undercut Gage (Dial) O UP Undercut Gage (Pit) VC Vernier Caliper VT Visual Inspection
I i Attachmant 6.21 QI-053 Rev. 2 ) Page 1 of 4 3 VERIFICATION PACKAGE NO. I-S-COSP- ) { t / i INSPECTION TOOLS USED \\ ATTRIBUTE TOOL CODE (S) SER. NO./CALIBR. DUE DATE I i
~~~~1. Orientation i~~~~
J
~~~~2. Configurations 2.1 Components a.~~~~
~~~~b. 2.2 Dimensions i a. i b. 2.3 Conduit Bearing /, ; 2.4 Clamp "t" tolerance i L.; 2.5 Tube Steel Vent Hole 2.6 Baseplates~~~~
~~~~3. Capacity / Span 3.1 Capacity a.~~~~
D. I c. d e. f. g. ,sn l ) v INSPECTOR DATE 1 1
AttachmInt 6.21 QI-053 I Rev. 2 Page 2 of 4 VERIFICATION PACKAGE NO. I-S-COSP- 's_/ INSPECTION TOOLS USED ATTRIBUTE TOOL CODE (S) SER. NO./CALIBR. DUE DATE 3.2. Span a. b. c. d e. f. 4. Material Verification 4.1 Mark no. 4.2 Bolting material ~') / 5. Bolting 5.1 Engagement a, o b. 5.2 Washers a. b. 5.3 Edge distance 5.4 Richmond Inserts a. b. [\\; INSPECTOR DATE +,
Attachm nt 6.21 QI-053 Rev. 2 Page 3 of 4 VERIFICATION PACKAGE NO. I-S-COSP- ' N_/ INSPECTION TOOLS USED ATTRIBUTE TOOL CODE (S) SER. NO./CALIBR. DUE DATE 5.5. Connections a. b. c. d. 5.6 Torque a. b. c. 6. Concrete Expansions Anchors ('s ) 6.1. Size and Number a. b. 6.2 Embedment i 6.3 Bolt Spacing. a. b. c. 6.4 Angularity 6.5 Concrete Damage INSPECTOR 'DATE N
Attachm2nt 6.21 QI-053 Rev. 2 Page 4 of 4 ~~N VERIFICATION PACKAGE NO. I-S-COSP- %.)) ( INSPECTION TOOLS USED ATTRIBUTE TOOL CODE (S) SER. NO./CALIBR. DUE DATE 6.6 Nut Engagement / Bearing a. b. c. 7. Welding 7.1 Location 7.2 Weld Size 7.3 Weld Length 7.4 Fusion 7.5 Craters i ') kJ 7.6 Weld Profile 7.7 Undercut 7.8 Porosity 7.9 overlap 7.10 Surface Slag 7.11 Cracks 7.12 Welder's I.D. INSPECTOR DATE k- /}}

ML20236N887

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