ML20214A881

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Intervenor Exhibit I-ROREM-160,consisting of 860118 Rept on Category I Cable Pan Hangers - Reinsp
ML20214A881
Person / Time
Site: Braidwood  
Issue date: 10/09/1986
From: Patel D
AFFILIATION NOT ASSIGNED
To:
References
OL-I-ROREM-160, NUDOCS 8705190639
Download: ML20214A881 (67)
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e To:

CSR Supervisor 12 P 7 :45 From:

CSR Lead Engineer

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Subject:

Category I Cable Pan Hangers - Reinspection The following documents are revised to incorporate S&L consents and are submitted for your review and approval in accordance with the requirements of BCAP-22.

Basis for Selection of Checklist Attributes and Determination

+

of Accept / Reject criteria for Category I Cable Pan Hangers (CSR-E-CPH), Rev. I l

Category I - Cable Pan Hangers List of Attributes Not Included in the Checklist (CSR-I-E-CPH) or Justification for Alternate Criteria, Rev. 1 i

Category I - Cable Pan Hanger Reinspection Checklist and Instructions, Rev. I f

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Rev. 3 DESCRIPTION OF POPULATION Category I Cable Pan Hangers Prepared By:

V. J. Patel (vi Date: 1-15-85 The population of cable pan hangers includes all cable pan hangers, riser supports and non-segregated phase bus duct hangers in safety related areas designed by Sargent & Lundy. Hangers which meet the following criteria will be included in the sample:

Concrete expansion anchors, when required, have been installed and inspected.

(. Concrete expansion anchors are installed by L. K. Comstock Co. and inspected, on a sampling basis, by pittsburgh Testing Laboratory. All anchors attached to one support are accepted when the inspection of samples is complete)

Hanger was QC accepted on, or before, June 30, 1984.

L. K. Comstock Co. or E. C. Ernst Co. have inspected some-f attributes of cable pan hangers on a sampling basis, during the construction of Braidwood.

Attributes not inspected were considered acceptable on the basis of sample inspections.

t Welding and configuration are inspection attributes of cable pan hangers.

Prior to November 1982, configuration was checked only for a sample of safety or non-safety related hangers.

After November 1982, configuration inspection became mandatory for all hangers which support safety related cable pans.

However, the configuration inspection was then osiitted for hangers which support non-safety related cable pans or non-segregated phase bus ducts. These hangers which were not inspected for configuration after November 1982 have'been QC accepted, bas'ed on the results of welding, and/or concrete expansion anchor inspections.

Furthermore, a 100% inspection of welds for all hangers has been performed since the start of construction.

All hanger members, except as noted, were installed and inspected by E.

C. Ernst Co. or L. K. Comstock Co.

Reviewed By:

@,3p h.

s/(g/[(5-CSR 1.ead Discipl Engineer ' Date Approved By:

l/W/ '

e /k/$.-

/[3M[.r' CSR Supervisor Date FORM-BCAP-20.2 (Rev. 2) 0355J

\\

page 2 of 2 2

Rev. 3 f

DESCRIPTION OF POPULATION Category I Cable Fan Hangers Prepared By:

V. J. Patel (DE)

Date: 1-15-85 t

Items included in the population of cable pan hang,ers are as follows:

Hanger configuration and location Auxiliary steel and its connection to structural steel, concrete, or embedded plates. The miscellaneous steel (MS) installed inside the containment buildings is not included.

Connections between the support.and auxiliary steel, embedded plates, structural steel, or concrete structures.

Concrete expansion anchors.

Stiffeners (Gust K. Newberg Construction Co. installs and inspects stiffeners. pittsburgh Testing Laboratory performed welding 7

inspections for stiffeners installed prior to May 11, 1984. Gust K. Newberg Construction Company performs welding inspections for 1

l stiffeners installed after May 11, 1984).

1 I

Hangers fabricated both off-site and on-site (on-site fabricated hangers are those fabricated at Braidwood by E. C. Ernst Co. or L. K. Comstock Co.

Off-site hangers and hanger members were fabricated by Systems Control Corp).

Embedded plates, structural steel, concrete structures, and miscellaneous steel (MS) installed in Unit #1 and Unit #2 containment building are included in the concrete placements and structural steel populations.

Reviewed By:

N Ifif'/

CSR Lead Discipline Engineer Date Approved By: M h 4 - [f7 b 7 -

/[M((I CSR Supervisor Date FORM-BCAP-20.2 (Rev. 2) 0355J l'

Pace 1 of 1 i

i Rev. 1 s

POPULhTICN ITZMS

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l Population Name:

Catecorv I Cable Pan Mancers i

List Prepared By:

V.J. Patel 1-15-85 Date.

The category I cable pan hanger population nas oeen oecerminwu uy a complete review of Sargent and Lundy's electrical cable pan hanger schedule drawings for the Fuel Handling Building, and both units of the Auxiliary and Reactor buildings.

The population includes all cable pan hangers, bus duct hangers and riser supports in Category I areas.

4 Furthermore, the set of drawings was compared against Sargent'and Lundy's

" Electrical Department Drawing List" dated 11-06-84, for Braidwood Units 1 & 2 to' verify completeness.

Sargent and Lundy's Mapper list of cable pan risers in safety related areas dated 10-29-84, was used to determine the number of riser supports. The following steps were taken to determine the population size:

1)

The set of electrical cable pan hanger sche.dule drawings (HO), cable pan hanger lists (HL), and riser support lists was-assembled.

2)'

All hangers on each hanger schedule or hanger list were counted.

3 Each hanger was assigned a number, but this number was marked for only the first, last, and every tenth consecutive hanger on a drawing. Hangers noted on the list as " deleted" were not assigned numbers. Also, hangers which are on " Hold" will not be assigned

(

numbers.

In some instances, one hanger number on the hanger tabulation or list will correspond with two or more hangers in the field. These hangers are identical in construction and adfacent to each other.

Numbers will be assigned to these hangers, from low order to high order, using one of the following ' criteria in order:

1)-

Hanger located farther north receives lower number 2) Hanger located farther east receives lower number and 3) Hanger located at higher elevation receives a lower number.

The total population list contains 6413 hangers.

This list includes l

all Category I hangers which support safety and/or non safety related cable pans or bus ducts in Category I plant areas.

During the sample selection process, the cable pan hangers or supports which were QC accepted by L.K. Comstock Co. or E. C. Ernst Co. on or before June 30, 1984 will be selected for reinspection.

The hangers will be' verified as complete and QC accepted through a review by BCAP personnel of documents on file with L.K. Comstock Co. or Pittsburgh Testing Laboratory.

Approved By:

U O.

1"2.3-T 1

CSR Lead Discipline Engineer Date Approved By: // / W I W * ---

/" 1M CSR Supervisor Date PORM-BCAP-20.3 0670J (Rev. 2)

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Rev. 1 Paga 1 of 3 Basis for Selection of Checklist Attributes and Determination of AcceDt/Reiect Criteria for Category I Cable Pan Hancers (CSR-I-E-CPH)

Checklist Attributes and Accept / Reject for Cable Pan Hangers were developed based on the following documents:

s 1.

Sargent and Lundy's specification L-2790 (Revised Nov. 12, 1976),

Amendments 1 thru 39, May 14, 1984, " Electrical Installation MOLk" 2.

Drawings 20E-0-3273, Revision U; 20E-0-3274, Revision F; 20E-0-3275, Revision V, " Field Tolerances of Class I Cable Pan-Hanaers", Sheets 1 thru 3.

3.

Sargent and Lundy's Specification F/L-2815 (Dated September 29, 1977), Amendments 1 thru 3, September 29, 1977, "SDecification for Cable Pans and Hangers".

4.

The following drawings were used to develop accept / reject criteria:

20E-0-3238 Rev. D 20E-0-3239 Rev. B 20E-0-3240 Rev. F 20E-0-3241 Rev. D 20E-0-3242 Rev. C 20E-0-3243A Rev. M 20E-0-3243B Rev. J 20E-0-3243C Rev. L 20E-0-3243D Rev. M 20E-0-3243E Rev. C 208-0-3243F Rev. F 20E-0-3243G Rev. H 205-0-3243H Rev. J 205-0-3243J Rev. C 20E-0-3243K Rev. D 20E-0-3243L Rev. H 20E-0-3243M Rev. F i

Prepared by V k. M Y Date i

IT W (DE)

V Approved by NM I/Idf[

Date (LDE) s 0439J r.

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s Rev. 1 Page 2 of 3

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Basis for Selection of Checklist Attributes and Determination of Accept /Reiect Criteria for Category I Cable Pan Hangers (CSR-I-E-CPH) 4.

(Cont.)

20E-0-3243N Rev. C 20E-0-3243P Rev. F 20E-0-3243R Rev. F 20E-0-3243S Rev. B j

20E-0-3243T Rev. C 20E-0-3243U Rev. C 20E-0-3243V Rev. C 20E-0-3243W Rev. C 20E-0-3244 Rev. E 20E-0-3245 Rev. C 20E-0-3250 Rev. AL 20E-0-3251 Rev. AG 20E-0-3252 Rev. AR 20E-0-3260 Rev. H 20E-0-3261 Rev. H 20E-0-3262 Rev. F 20E-0-3263 Rev. AB 20E-0-3264 Rev. AE 20E-0-3265L Rev. Y 20E-0-3266 Rev. P 20E-0-3267 Rev. H 20E-0-3268 Rev. P 20E-0-3269 Rev. W 20E-0-3270 Rev. M 20E-0-3271 Rev. K 20E-0-3272 Rev. F 20E-0-3273 Rev. U 20E-0-3274 Rev. F 20E-0-3275 Rev. V 208-0-3276 Rev. G 20E-0-3277 Rev. G Prepared by:

(DE)

I/'

//

USignature

' Date Approved by:

(LDE)

WO C6 lbd[08 Signature Date A

0439J

s R2v. 1 Piga 3 of 3 1

Basis for Selection of Checklist Attributes and Determination of Accept /Reiect Criteria for Category I Cable Pan Hangers (CSR-I-E-CPH) 4.

(Cont.)

20E-0-3278 Rev. M 20E-0-3279 Rev. G l

20E-0-3280 Rev. N 20E-0-3281 Rev. U 20E-0-3282 Rev. F 20E-0-3283 Rev. H 20E-0-3284 Rev. V 20E-0-3285

'Rev. F 20E-0-3286 Rev. L 20E-0-3287 Rev. K 20E-0-3288 Rev. E 20E-0-3289 Rev. J 20E-0-3290 Rev. L 20E-0-3291 Rev. E 20E-0-3292 Rev. S 20E-0-3293 Rev. M 20E-0-3294 Rev. K 20E-0-3295 Rev. J 20E-0-3296 Rev. M 20E-0-3297 Rev. J 20E-0-3298 Rev. H 20E-0-3299 Rev. F 20E-0-3300 Rev. M Accept / Reject Criteria based on the above documents are used unless otherwise indicated on specific Electrical Installation Drawings.

Prepared by:

(DE)

N*

1 If 85 V signature Da'te IflSW Approved by:

(LDE) e Signature Date

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0439J

s Rev.- 1

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Page 1 of 2

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Cateoorv I - Cable Pan Hangers List of Attributes Not Included in 1

the Checklist (CSR-I-E-CPH)' or Justification for Alternate Criteria i

1.

Erection Mark Number / Hanger Detail Number.

Erection mark number or hanger detail number for hanger piece j

parts is omitted as an attribute for inspection.

Supports are identified by location, which is shown on the applicable cable Pan Building Plan drawing.

STD-EB-115.0 Section 2.9)

(Ref. spec. F/L 2815, spec. L2790 -

2.

1 Torquing of Cap Screws and Bolts ASTM A307 bolts and hex head cap screws, and ASTM A325 bolts are specified for Category I hanger construction.

i Cap screws with spring nuts installed prior to 3/2/84 will not i

j be torqued to verify the torque values specified in the drawing, as Ceco QA Audit Report # 94-20-83-59 and QA Surveillance Report #3753 has identified the nonconformance for this attribute.

Further, the Surveillance will remain open until L.K. Comstock completes the retorquing program and the QA follow-up is complete. The Q.A. follow-up will demonstrate that corrective action is complete and action to preclude repetition is in place, i

a se ns 1 ri an 1

Audit Report #QA-20-83-59.

Torque values of capscrews installed subsequent to 3/2/84 will be verified by documentation review.

3 ASTM A307 bolts are used only in bearing type connections.

i These connections do not; depend on bolt torque for structural integrity.

Therefore, bolt torque will not be checked.

1 ASTM A325 bolts are specified for friction connections and for sliding connections.

The details for sliding connections j

specify that the bolt and nut be hand tight.

values for friction connections are derived from a review ofInspection torque original inspection documentation for structural steel Conf 4Ctions.

Inspection torque values are not set to verify exact installation torque but rather to verify that the bolts were originally torqued and not left in a snug-tight condition.

Prepared by _d.

Datet!I!I (DE)

L

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Approved by W Date I/ll[T

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0439J (LDE)

s Rev. 1 Page 2 of 2 I

Category I - Cable Pan Hangers List of Attributes Not Included in the Checklist (CSR-I-E-CPH) or Justification for Alternate Criteria

(

Reference:

Specification L-2790 STD-EB-ll5.0, Section 3.7 i

AISC Manual of Steel Construction, 7th Edition, AISC Manual of Steel Construction, 8th Edition) 3.

Bolt Spacing Tolerance and Edge Distance Tolerance A tolerance of 1/16" is allowed for the spacing between the centerlines of two bolts, and the distance from member edge to bolt centerline. This tolerance is based on the standard bolt hole diameter which is 1/16" greater than the nominal bolt diameter.

(

References:

AISC Manual of Steel Construction - 7th Edition AISC Manual of Steel Construction - 8th Edition) 7.

4.

Dimensional Tolerance of Rolled Structural Shapes Dimensional tolerances for the legs, stems, webs, and flanges of structural steel shapes are to be consistent with the rolling tolerances of standard mill practice.

(

Reference:

AISC Manual of Steel Construction - 7th Edition AISC Manual of Steel Construction - 8th Edition)

Prepared by d $#

SbUf Date I6 Ib (DE) k Approved by UM Date did W (LDE) 4 Ym 0439J

N RQv. 1 j

CSR-I-E-CPH

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ATTACHMENT A j

A. BRACE. HANGER AND AUXILIARY STEEL LOCATION TOLERANCES 4

5 1.

Mangers Without Longitudinal Bracinq l

Hanger may have a locating tolerance of 13" parallel to cable tray.

a.

b.

Hanger may have a locating tolerance of 16" parallel to cable tray, if adjacent hangers are installed in design location.

c.

Hanger width may be shortened or lengthened by 6" (in direction tranverse to tray). Connection details are to be revised according to dwg. 20E-0-3273, Revision U, Note 6.

2.

Hanaers With Loncitudinal Bracine 8

Hangers may have a tolerance of 1 3" parallel to the cable tray provided the hanger and brace are relocated as a unit and adjacent 4

hangers are installed in design locations.

l 3.

All Hangers.(provided the preceding are not. violated) 1 a.

When simultaneous longitudinal and tranverse tolerances are used, 13" in each direction is permitted, i

b.

Mangers supported by auxiliary steel may be moved 1" perpendicular f

to the auxiliary steel.

i Mangers supported by structural tubing auxiliary steel may be moved c.

]

3" parallel to the auxiliary steel.

]

4.

Braces

]

a.

Longitudinal braces may be skewed a maximum of 5 degrees in plan j

from design location.

4

)

b.

The elevation of the lower work point of brace for support hanging j

from above may have a tolerance of 16".

1 The maximum horizontal deviation of brace dimensions is 16" j

c.

i 5.

Auxiliary Steel l

a.

Sten of WT 4x12 may be coped as required.

l b.

Auxiliary steel may have a tolerance of 13" in length.

fQdU al %

c.

Top of tubular auxiliary steel may vary 1 3" provided the vertiene I

hanger dimensions are changed to hold the pan elevations.

i j

prepared By V.

Date 1 I W (DE) k

~

5 Approved By /I d.

. N Date

& 7 j

(CSR Supervisor)

l Rev. 1 CSR-I-E-CPM

=

r ATTACHMENT B I

B.-

HANGER CONFIGURATION TOLERANCES 1.

Hangers Without Longitudinal Bracing Horizontal members may be lowered a maximum of 4"as per DV45 and alternate DV45.

(Excluding horizontal members with a designated Z e1evation.)

2.

Mangers With Longitudinal Bracing Horizontal members may be lowered a maximum of 2" as per DV45 and alternate DV45 (excluding horizontal members with a designated 2 elevation).

3.

All Hangers (Providing the preceding are not violated) a.

The vertical dimension between the work points of upper and lower connections of any internal brace may have a tolerance of 13".

b.

The vertical dimension between hanger support point and the closest work point of an internal brace connection may vary between'zero and i

three inches.

)

c.

The vertical dimension between the top horizontal member and the closest work point of an internal brace connection may vary between zero and three inches.

d.

The "c" dimension of floor to ceiling hangers when attached to structural steel may have a tolerance of 12" provided that pan elevations are not violated.

e.

The "c" dimension of floor to ceiling hangers when attached to

, auxiliary steel may have a tolerance of 1 3" provided that pan elevations are not violated.

f.

The vertical dimension between two adjacent brace connections on the vertical member of a support, may vary between zero and three inches.

Prepared by 9.k[. AAI Date l' 1 f' 83" (DE)

V Approved by ) 4 k #=de~ Date /b/T 4

(CSR Supervisor)

(0430J)-2

.s-Rsv. 1 CSR-I-E-CPH ATTACHMENT C C.

ELEVATION TOLERANCES I

The elevation of cable supports in tray risers may have a tolerance l

a.

of,i 2".

b.

Horizontal members with a designated Z elevations may be raised or l

lowered 1/2".

prepare by ll' ' kl h Date

/-/fW (DE)

Approved by//.//

M7 ate 2Nr i

(CSR Supervisor) e (0430J)-2

s R;v. 1 CSR-I-E-CPH ATTACHMENT D D.

CONNECTION DETAIL TOLERANCES a.

Connection details DV-84, DV-84 alternate, and DV-91 are interchangeable.

~

I b.

Clearance between horizontal connection DV-8 or DV-8A and bottom of vertical strut can be zero.

c.

DV-18 and DV-45 connections may be added and deleted as required to l

maintain the proper pan elevation..

I

)

i Prepare by Y' Date l

l fT (DE)

(/

8 Approved by M A hlft4,oate

/[21/Tf (CSR Supervisor) i t

1 4

e l

(0430J)-2

s Page 1 of 19

^

Rsv. 1 4

Checklist Instruction Pcpulatten Identification No.

ca+. & r I cable Pan W nce s rem r r nett Attribute for Inspecticn Instruction /Scurce Dcement

]

1.

Auxiliary Steel:

1. Verify that auxiliary steel is of type and size j

Location, Type noted in remarks column of hanger tabulation i

and size drawing or as shown in cable pan plan drawing.

11. Verify that auxiliary steel is located according i

to dimensions shown on cable pan plan drawing.

Refer to attachments A, B, C, and D for tolerances.

3 Ref: 1. Cable Pan Building Plan Drawing

2. Category I - Hanger ~ Tabulation Building Pigl Drawing Note: This attribute does not apply to Miscellaneous Steel (MS) inside the containment Buildings.

1 2.

Connection Auxiliary Steel to Primary Structure:

a i

2a. Gusset Plate Verify that gusset or filler plate length and width Filler Plate dimensions are within 1/16" of minimum, cr exceed minimum.

Verify that plate thickness is equal to, or exceeds 2

minimum.

Ref:

1. Cable Pan Manger Special Connections Drawing
2. Sargent & t. undy Standard Specification STD-EB-117.0, Spec. 1.-2790 Note: This attribute does not apply to Miscellaneous Steel (MS) inside'the Containment Buildings.

I 1

l Instructicn Prepared Date Instruction Approved Date II (rd (CSP SUPERVISORI (0419J-6) y, g

f 4~

N n e.. m m3r 84

~... _ _

. _ _ _ _ _. _, _ _ - - - _ _. _ ~,.. _.., _ _. -

I Paga 2 of 19 Rev. 1

(~

Checklist Instructicn Population Identification No.

Category I Cable Pan Haneers CSR-I-E-CPH Attribute for Inspection Instruction / Source Document i

2b. Clip Angle, verify that clip angle or channel length dimension Channel is within 1/16" of minimum, or exceeds minimum.

Verify that clip angle or channel is the proper size.

Refer to AISC rolling tolerances when determining the site of rolled steel shapes.

Ref: 1. Cable Pan Hancer Special Connections Drawing i

2. Sargent & Lundy Standard Specification STD-EB-ll7.0, Spec. L-2790
3. AISC Manual of Steel Construction, (7th j

Edition or 8th Edition, as applicable) 1 i

Note: This attribute does not apply to Miscellaneous j (.

Steel (MS) inside the Containment Buildings.

2c. Welds Verify all welding sub-attributes as detailed on drawings and listed in the generic welding checklist and instructions (CSR-I-G-Dil).

Note: This attribute does not apply to Miscellaneous Steel (MS) inside the Containment Buildings.

2d. Bolts 1.

Verify that bolts are of the proper diameter.

11. Verify that bolt ends are flush with nuts or 4

protrude beyond.

iii. Verify that nuts are finger tight.

iv. Verify that spacing between bolts is within 1/16" of dimension shown in connection detail.

v.

Verify that bolt edge distance is within 1/16" t

of minimum dimension shown in connection detail, 1

or exceeds minimum.

1 i

t Instruction Prepared Date Instruction Approved Date By (DE)

(CSR SUPERVISOR)

~

I l(

A.A, M,~

Nag V.

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i Faga 3 of 19 x

Rev. 1 Checklist Instruction

,r Population Identification No.

4 Category I Cable Pan Eangers CSR-I-E-CPH 4

Attribute for

,I Inspection 1

Instruction / Source Document 1

2d. (Con't) vi.

For all ASTM A-325 bolts (other than those in

)

sliding connections) apply a minimum torque of 350 ft.-lbs.

1 The torque wrench shall be applied to the element (i.e. nut or bolt) under which a washer is present.

Verify that, at 350 ft.-lbs, there is no rotation of the bolt relative to the nut, vii. Verify that ASTM A-325 bolts have been installed where required.

viii Verify.that at least one steel washer is used with A325 bolts.

ix. Verify that Jams nuts are provided where specified on drawing.

x.

Record torque wrench number and torque wrench-

~

{

calibration due date in the " Remarks" column of the Checklist.

Ref: 1.

Sarcent & Lundy Standard Specification STD-EB-117.0, Spec. L-2790 2.

Cable Pan Hancer Special Connections Drawing i

Note: This attribute does not apply to Miscellaneous Steel (MS) inside the containment Buildings.

i 2e. Stiffeners Verify that stiffeners for structural steel or j

auxiliary steel have been provided where required.

i Verify that the stiffener is the proper size. Refer to AISC rolling tolerances when determining the size J

of rolled steel shapes.

Refer to Attachments A, B, C, and D for tolerances.

Ref: 1.

Cable Pan Hancer SDeCial Connections Drawing 2.

Sargent & Lundy Standard Specification j

STD-EB-117.0, Spec. L-2790

}

3.

AISC Manual of Steel Construction. (7th Edition or 8th Edition, as applicable)

I i

.i i

Instruction Prepared Date Instruction Approved Date l

By(DE)

(CSR Supervisor)

~

V f. N

//!h![

i

,4 4 fm. _

fda,pr (U1LVJ-0) 0114J 1

i

^

._m 4

4 s

Paga 4 of 19 Rev. 1 l

Checklist Instruction ir j

Population Identification No.

Catererv I Cable Pan Hangars CSR-I-E-CPU i

Attribute for Inspection i

l Instruction / Source Document Note: This attribute does not apply to Miscellaneous Steel (MS) inside the containment Buildings.

2f. Gap Between -

Verify that gap between auxiliary steel and Auxiliary Steel structural steel is as shown in connection detail

& Structural i

Steel Ref:

1. Cable Pan Hanaers Special Connections Drawing
2. Sargent & Lundy Standard Specification

{

STD-EB-117.0, Spec. L-2790 T

Note: This attribute does not apply to Miscellaneous j

Steel (MS) inside the containment Buildings.

i 3.

Manger i

confiouration:

('

3a. Member verify that arrangement of members in field Arrangement corresponds to detail for support type.

Ref: 1. Category I - Maneer Tabulation Buildino P.lmtDrawing

2. Saraent & Lundy Standard Specification STD-EB-116.0, Spec. L-2790
3. Cable Pan Special Hancers Drawing Ob. Member Length,
i. Verify that vertical and horizontal and internal Type and size diagonal member types agree with member designation or remarks column of hanger tabulation drawing, or detail for support type shown in special hanger drawing.
11. Verify that member lengths are within tolerances of dimensions noted in hanger tabulation drawings.

Refer to Attachments A, B, C, and D for tolerances.

t t

il Instruction Prepared Date Instruction Approved Date (DE)

(CSR SUPERVISOR)

Y

  • l Yl

)/Wg.f4 fftA.m L{fy (0419J-OJ 1

i

s Pag 2 5 of 19,

Rev. 1 i

Checklist Instruction Population Identification No.

j ca + e avy I Cable Pan Mancers CSR-I-E-CPH Attribute for l

Inspection

)!

Instruction / Source Document i

i j

3b. (Con't)

Ref: 1. Cateaory I - Hanger Tabulation Buildine Plan Drawing j

2. Cable Pan sDecial Mangers Drawine 3

3c. Internal Con-Verify that clip angle or channel length is within i

nections: Clip 1/16" of minimum, or exceeds minimum.

j Angle, Channel, Verify that clip angle or channel is the proper size.

j Gusset Plate, &

Refer to AISC rolling tolerances when determining the Filler Plate size of rolled steel shapes.

{

Verify that gusset or filler plate length and width

I dimensions are within 1/16" of minimum, or exceed minimum.

f Verify that plate thickness is equal to, or exceeds i

minimum.

l ('

Ref: 1. Cable Pan Hancer Special Connections Drawing I

2. Sargent & Lundy standard specification j

STD-EB-117.0, spec. L-2790

3. AIsc Manual of steel Construction, (7th j

Edition or 8th Edition, as applicable) i 3d. Internal Con-Verify all welding sub-attributes as detailed on i

nections:

drawing and listed in the generic welding checklist i

Welds and intructions (CsR-I-o-D11).

3e. Internal Con-

1. Verify that bolts are the proper diameter.

l nections:

11. Verify that bolt ends are flush with nuts or Bolts.

protrude beyond.

l 111. Verify that nuts are finger tight.

j iv. Verify that spacing between bolts is,within 1/16" of dimension shown in connection detail.

i a

i i

Instruction Prepared Date Instruction Appreved Date l

'Y (DE)

(CSR SUPERVISOR)

(0419J-6) g,

g j,j,

s Ptg3 6 of 19 Rev. 1 Checklist Instruction e.

Population Identification No.

Category I Cable Pan Hangers CSR-I-E-CpH Attribute for Inspection Instruction / Source Document 3e. (Con't) v.

Verify that bolt edge distance is within 1/I6" of minimum dimension shown in detail, or exceeds I

minimum.

vi.

For all ASTM A-325 bolts (other than those in sliding connections) apply a minimum torque of 1

350 ft.-lbs.

3 The torque wrench shall be applied to the element (i.e. nut or bolt) under which a washer is present.

Verify that, at 350 ft.-lbs., there is no rotation of the bolt relative to the nut.

vii. Verify that ASTM A-325 bolts have bee'n installed where required.

viii. Verify that at least one steel washer is used with A325 bolts.

ix. Verify that jans' nuts are provided where specified on drawings.

l x.

Record torque wrench number and torque wrench calibration due date in the " Remarks" column of the checklist.

l Note: Bolted connections for horizontal members of cable pan hanger /suports may be loose to assure proper contact with the bottom of the cable pan.

Do not consider this as a rejection of this attribute, when cable pan is not installed.

ty(4g Ref: 1.

Cable Pan SDecial Connections Drawing i

2.

Sarcent & Lundy Standard SDecification STD-EB-117.0, spec. L-2790 1

Instruction prepared Date Instruction Approved Date By (DE)

(CSR Supervircr)

Y' l

NWA k$d*

YtVfy

\\ U % L 74 u p 0114J

s Paga 7 of 19 Rev. 1

. (v j

Checklist Instruction i

Pcpulatien Identificatien No.

j Categorv ! Cable Pan Hangers CSR-I-E-CPH Attribute fcr Inspecticn Instruction / Source Document i

(

3f. Brace Type, Verify that brace type, size, length, and angle of Size Length, and installation correspond with information given on

)

Installation hanger tabulation drawing or hanger type detail..

Angles Refer to Attachments A, B, C, and D for tolerances.

ii Ref: 1.

Category I - Hanger Tabulation Buildino Plan Drawing

]

2.

Cable Pan special Manaers Drawing a

3.

Saraent & Lundy Standard specification j

STD-EB-116.0, spec. L-2790 l

t 39. Brace 1.

Verify that connection of brace to primary Connection:

structure, auxiliary steel, or support is Arrangement arranged according to dotati type listed in

,/

Size and Type hanger tabulation drawing.

a 3g. (Con't)

11. Verify that clip angle length is within 1216" of

{

minimum, or exceeds minimum.

iii. Verify that gusset plate length and width j

dimensions are within 1/16" of minimums or exceed minimums.

vi. Verify that plate thickness is equal to, or i

exceeds minimum.

v.

Verify that connection fitting or clip angle is Proper size. Refer to AIsc rolling tolerances

{

when determining the size of rolled steel shapes.

l vi. Verify that brace work points are located j

properly.

j Refer to Attachments A, B, C, and D for tolerances.

4 i

i Instructicn prepared Date Instructica Approved Cate IY (DE)

(CSR SUPERVISOR)

C f. Y I

lfW J/w).f %, _ $$f 1

. _,.~._._

Paga 8 of 19 Rev. 1 Checklis t Instruction Population Identification No.

On+ae m T Cabla Pan Hanears CSR-I-E-CPM Attribute for Inspection Instruction / Source Document s.

I Ref: 1.

Category I - Hanger Tabulaton Buildino Plan Drawing t

}

2. Cable Pan Special Connections Drawing
3. Sargent & Lundy Standard Specification i

STD-EB-ll7.0, Spec. L-2790

)

4. AISC Manual of Steel Construction, (7th

+

Edition or 8th Edition, as applicable) 1 3h. Brace Verify all sub-attributes as detailed on drawings i

Connection:

and listed in the generic welding checklist and j

Welds instruction (CSR-I-G-Dil).

4 l

Ref: 1.

Cable Pan Special Connection Drawing

2. Sargent & Lundy Standard Specification

,]*

STD-EB-117.0, Spec. L-2790 1

]

31. Brace Verify all sub-attributes listed and detailed in l

Connection:

the generic concrete expansion anchor checklist and Expansion instruction (CSR-I-G-CEA).

Anchors l

3j. Brace 1.

Verify that bolts are the proper diameter.

Connections:

11. Verify that bolt ends are flush with nuts or Bolts protrude beyond.

iii. Verify that nuts are finger tight.

iv. Verify that spacing between bolts is within 1/16" of dimension shown in detail.

v.

Verify that bolt edge distance is within 1/16" of minf *um dimer)sion shown in detail, or exceeds minimum.

1 i

I Instruction prepared Date Instruction Approved Date J

/DE)

(CSF SUPEFVISORI g,

h g

//

i (0419J-6)

N Paga 9 of 19 l

Rev. 1 Checklist Instruction

,m l

Population Identification No.

Category I Cable Pan Hangers CSR-I-E-CPH Attribute for Inspection Instruction / Source Document vi.

For all ASTM A-325 bolts (other than those in sliding connections) apply a minimum torque of 350 ft.-lbs.

i The torque wrench shall be applied'to the element (i.e. nut or bolt) under which a washer is present.

verify that, at 350 ft.-lbs., there is no i

rotation of the bolt relative to the nut.

vii. Verify that ASTM A-325 bolts have been installed where required.

viii. Verify that at least one steel washer is used t-with A325 bolts, ix. Verify that jams nuts are provided where specified on drawing.

x.

Record torque wrench number and torque wrench calibration due date in the " Remarks" column of the checklist.

Ref: 1.

Cable Pan Hangers Special Connections Drawing 2.

Sargent & Lundy Standard Specification STD-EB-117.0, Spec. L-2790 4.

Support l

Connection to Auxiliary Steel i

or Primary I

Structure:

4a. Clip Angle, verify that clip angle or channel length dimension Channel is within 1/16" of minimum, or exceeds minimum.

Verify that clip angle or channel is the proper size.

Refer to AISC rolling tolerances when determining the size of rolled steel shapes.

Instruction Prepared Date Instruction Approved Date By (DE)

(CSR Supervisor) l Vy PM pr/k m.i%.-

re,,

(U41WJ-Of 0114J

j Page 10 of 19 Rev. 1

.O Checklist Instruction Population Identification No.

Category I Cable Pan Hangers CSR-I-E-CPH Attribute for Inspection Instruction / source Document i

Ref:

1. Cable Pan Nancers SDecial Connections Drawing 2.

Sargent & Lundy Standard SDecification.

STD-EB-117.0, Spec. L-2790 3.

AISC Manual of Steel. construction, (7th Edition or 8th Edition, as applicable) 4b. Gusset Plate, Verify that gusset or filler plate dimensions are Filler Plate within 1/16" of minig t, or exceed minimums.

Ref:

1. Cable Pan Hancer SDecial Connections Drawing j

[

2.

Sargent & Lundy Standard SDecification STD-EB-117.0, Spec. L-2790 t 7 4c. Welds Verify all welding sub-attributes as detailed on drawings and listed in the generic welding checklist i

i and instruction (CSR-I-G-Dil).

4d. Bolts 1.

Verify that bolts are of the proper diameter.

11. Verify that bolt ends are flush with nuts, or protrude beyond, iii. Verify that nuts are finger tight i

iv. Verify that spacing between bolts is within 1/16" of dimension shown in connection detail.

v.

Verify that bolt edge distance is within 1/16" of i

minimum dimension shown in connection detail, or exceeds minimum.

i 1

Instruction Prepared Date Instructicn Approved Cate 3Y (DE)

(CSR SUPERVISOR)

\\1 l l IfW j / W sf. k M.,

'/zt/,,

~

. _ _ _ _ _ _ _ _ _ _ _. - ~ - - _

s Paga 11 of 19 Rev. 1 Checklist Instruction p

Population Identification No.

Category I Cable Pan Hangers CSR-I-E-CPH Attribute for Inspection Instruction / Source Document vi. For all ASTM A-325 bolts (other than those in sliding connections) apply a minimum torque of 350 ft.-lbs.

The torque wrench shall be applied to the element (i.e. nut or bolt) under which a washer is present.

Verify that, at 350 ft.-lbs, there is ho rotation of the bolt relative to, the nut.

vii. Verify that ASTM A-325 bolts have been installed Cq#

wherafrequired.

d.viii. Verify that at least one steel washer is used with A325 bolts.

ix. Verify that jams nuts are provided where specified on drawing.

x.

Record torque wrench number and torque wrench calibration due date in the " Remarks" column of 4

(

the checklist.

l Ref: 1. Sargent & LundY Standard SDecification STD-EB-117.0, Spec. L-2790

2. Cable Pan Hangers SDecial Connections Drawing

)

3. AISC Manual of Steel Construction, (7th Edition or 8th Edition, as applicable) l (e. Stiffeners 1.

Verify that stiffeners for building steel or auxiliary steel have been provided where required.

11. Verify that stiffener is the proper size.

Refer l

j' size of rolled steel shapes.

to AISC rolling tolerances when determining the Refer to Attachments A, B, C, and D for tolerances.

i l

4 Instruction prepared Date Instruction Approved Date By (DE)

(CSR Supervisor)

,,4/ W A-k W<n.-

V$t/g (04L9J-0) 4 0114J

s Paga 12 of 19 Rev. 1 Checklist Instruction Pcpulatica Identification No.

Category I Cable Pan Hangers CSR-I-E-CPH Attribute for Inspection i

Instruction /Scurce Document Ref: 1. Cable Pan Hancer Special Connections Drawings

2. Sargent & Lundy Standard specification 2

STD-EB-ll7.0, Spec. L-2790

3. AISC Manual of Steel Construction, (7th

, Edition or 8th Edition, as applicable) 4f. Expansion verify all sub-attributes listed and detailed in Anchors the generic concrete expansion anchor checklist and instruction. (CSR-I-G-CEA) l 4g. Gap Between Verify that gap between cable pan hanger and Hanger and auxiliary steel or primary structure is as shown in 1

Auxiliary Steel connection detail.

)i or Primary Structure Ref: 1. Cable Pan Hancers SDecial Connections Drawing

2. Sargent & Lundy Standard Specification STD-EB-ll7.0, Spec. L-2790 5.

Mancer Location Verify that the hanger is located according to drawing.

a i

Refer to Attachments A, B, C, and D for tolerances.

Ref: 1. Cable Pan Buildino Plan Drawing

2. Category I - Hancer Tabulation Buildinc i

F_La Drawing 6.

Elevation Z Verify elevation Z at top of bottom hanger member.

j Refer to Attachments A, B, C, and D for tolerances.

Ref: 1. Category I - Hancer Tabulation Buildino P_La Drawing Instruction Prepared Date Instructicn Approved Date (DE)

(CSR SUPERVISOR)

~

Y*

\\\\kW py4,f M,

///z.fg

^

i Pag 2 13 of 19 Rev. 1 r'

Checklist Instruction Populatien Identification No.

Category I Cable Pan Hangers CSR-I-E-CPH Attribute for Inspection Instruction / Source Document

]

7.

Cable SuDoort

{

7a. Component 1.

Verify that the length and width dimensions Dimensions of bars and plates of cable supports are

(

within 1/16" of minimum, or exceed minimums.

I

11. Verify that locating dimensions are according to support detail. Verify that plate thicknesses are equal to, or exceed minimums.

Ref: 1. Cable Pan Hanger Special Connections l

Drawing

2. Sareent.& Lundy Standard Specification i

I(-

STD-EB-116.0, Spec. L-2790 l

7b. Bar Edges Verify that the edges of projecting bars of the cable support have been ground smooth.

Ref: 1. Cable Pan Haneer Special Connections Drawing

2. Sareent & Lundy Standard Specification STD-tB-116,0, Spec. L-2790 i

l 7c. Welding Verify all welding sub-attributes as detailed on drawings and as listed in the generic welding l

checklist and instructions (CSR-I-G-Dll).

I i

i I

4 Instruction Prepared Date Instruction Approved Date j

By (DE)

(CSR SUPERVISOR)

(0419J-6) y, g

gf j,g

/4

i s

a Pcg3 14 of 19 Rev. 1

(. -

Checklist Instruction Pcpulation Identification No.

c,+ g-y v c,

i. e,-

u,--...

cgg-I-r-cpg Attribute for Inspection Instruction / Source Document 8.

gros _s Flance Verify the cross flange offset tolerances offset Toler-(difference between workpoint of unistrut or tube ance of sun-steel and the centerline of beam) as follows:

ports Con-nected to a.

Hangers supported by structural tubing Auxiliary or auxiliary steel may be moved 1" perpendicular Structural to tube.

Steel b.

For hangers attached to "W" shapes listed in i

Table 1.

1.

No stiffener: Verify that 1) the cross flange tolerance as listed in Table 1 is i

j !

not exceeded, or 2) member is listed in Table 2 or Table 3 and vertical member is also listed in Table 2 or Table 3.

Verify that the support is at least 1/2"

)

from the flange edge.

11.

Stiffener: Verify that the stiffener is installed according to detail DV161 and figures 5, 6, and 6A.

(Dwg.

20E-0-3273). Verify that the support is at least 1/2" from the flange edge.

Instructicn Prepared Date Instructicn Approved Date IY (DE)

(CSR StJPERVISOR)

$.f*

1 hk$f~ 4/WA. AQ,

, %ify

s Pt93 15 of 19 Rev. 1 l,..

I 1

4 Checklist Instruction i

Population Identification No.

I Category I Cable Pan Rangers CSR-I-E-CPH Attribute for Inspection Instructior/ Source Document (cor)f t.),jsdf Y

8.

cross Flange offset Tolerance of Supports Con-nected to Auxiliary or Structural Steel TABLE 1 SIZE OF SUPPORTING MAXIMUM PERMISSIBLE STEEL TOLERANCE IN INCHES Wa 1/2" W10 & W12 9/16" 1

q W14 5/8" W16 & Over 11/16" I

4 f

l 1

1 l

i j

Instruction Prepared Date Instruction Approved Date By (DE)

(Csa SUPERVISOR) g,,h i g)jg(-,jfW,f, g

gfy, (0419J-6)

s 4

Page 16 of 19

  • Rev. 1

(

CHECKLIST INSTRUCTION Population: Category I Cable Pan Hangers Identification No.

CSR-I-E-CPM Type of Attached TABLE 2 Member 36 KSI ROLLED STEEL SHAPES P1000 W16X300, 280, 260, 245, 230, 194, 182, 170, 160, 150, 135; W33X240, 220, 200, 152, 141, 130, 118; W30X210, 190, 172, 132, 124, 116, 108; W27X177, 160, 145, 114, 102, 94; W24X160, 145, 130, 120, 110, 100, 94, 84; W21X142, 127, 112, 96, 82, 73; W18X114, 105, 96, 85, 77, W16X96, 88, 78, 71 r W14X136, 127, 119, 111, 103, 95; W12X190, 161, 133, 120, 106, 99, 92, 85; W10X112, 100, 89, 77, 72, 66; V8X67, 38.

P5500 W36X300, 280, 260, 245, 230, 194, 182, 170, 160; W33X240, 220, 200; W30X210, 190, 172; W27X177, 160; W24X160; W21X142; W14X136; W12X190, 161, 133, 120; i

W10X112, 100.

P5000 W36X300, 280, 260, 245, 230, 194, 182, W33X240, 220; W30X210; W27X177.

P1001 W36X300, 280, 260, 245, 230, 194, 182, 170, 160, 150, 135; W33X240, 220, 200, 152, 141, 130; W30X210, 190, 172, 132; W27X177, 160, 145; W24X160, 145; W21X142; W14X136; W12X190, 161, 133, 120; W10X112, 100.

P5501 W36X300.

4 Instruction Prepared Date Instruction Approved Date By (D.f4.)

(C.S.R. Supervisor)

Y*

\\ l W k/le,,%$ ofM. - WLLlyy (0419J-6)

s 4

Piga 17 of 19 Rev. 1 1

CHECKLIST INSTRUCTION Population Cat. I Cable Pan Hangers lIdentificationNo.CSR-I-E-CPH Type of Attached TABLE 3 Member 50 KSI ROLLED STEEL SHAPES, P1000 W30X99; W27X84; W2X476, 68, 61; W21X68, 62; W18X70, 64, 60, 55; W16X64, 58, 50; W14X87, 84, 78, 74, 68; W12X79, 72, 65; W10X60, 54; W8X48.

Plate Girders with web greater than or equal to 3/8" and Flange greater than 1/2".

P5500 W36X150, 135; W33X152, 141, 130, 118; W30X132, 124, 116, 108, 99; W27X145, 114, 102; W24X145, 130, 120, 110; W21X127, 112, 96; W18X114, 105, 85; W16X96, 78; W14X127, 136, 119, 111; W12X106, 99, 92; W10X89; W8X67.

Plate Girders with web greater than or equal to 1/2" and Flange greater than or equal to 5/8".

P5000 W36X170, 160, 150, 135; W33X200, 152, 141, 130, 118; W30X190, 172, 132, 124, 116, 108; W27X160, 145, 114; W24X160, 145, 130; W21X142, 127; W18X114; W14X136, 127; W12X190, 161, 133, 120, 106.

Plate Girders with web greater than 1/2" and Flange greater than 3/4".

P1001 W30X124, 116, 108; W27X114, 102, 94; W24X120, 110; W21X127, 112, 96, 82; W18X114, 105, 96, 85; W16X96, l

78; W14X127, 119; W12X106, 99, 92; W10X89; W8X67.

Plate Girders with web greater than 1/2" and Flange greater than 1/2".

P5501 W36X280, 260, 345, 230, 194, 182; W33X240, 220, 200; W30X210; W27X177; W12X190, 161.

Plate Girders with web greater than 3/4" and Flange greater than 3/4".

P5001 W36X300, 280; W33X240; W12X190.

P1004A Plate Girders with web greater than 3/4" and Flange greater than or equal to 7/8".

Instruction Prepared Date Instruction Approved Date By (DE)

(CSR SUPERVISOR)

)$

4fw d k M w YYg' N'

(0419J-6)

s Paga 18 of 19 Rev. 1

~

Checklis t Instruction Population Identification No.

Cater *v T Cable Pan Mancers CSF-I-E-CPR Attribute for Inspection Instruction / Source Document i

9.

Splice Plat _e f

9a. Dimensions i Verify that splice plate length and width dimensions are within 1/16" of minimums, or exceed minimums.

11 Verify that plate thicknesses are equal to, or exceed minimums.

Ref:

1 Field Tolerances of Class I - Cable i

Pan Hancers 2 Sargent & Lundy Standard Specification STD-EB-116.0, Spec. L-2790 i

9b. Gap Verify that the gap between spliced members does not exceed 3/4".

Ref:

1 Field Tolerances Of Class I - Cable Pan Hangers 2 Sarcent & Lundy Standard Specification STD-EB-ll6.0, Spec. L-2790 9c. Welding Verify all welding sub-attributes as detailed on i

drawings and listed in the generic welding checklist and instructons (CSR-I-G-Dil).

i Instruction Prepared Date Instruction Approved Date (DO (CSP SUPE? VISOR)

(0419J-6)

  • e I

i Paga 19 of 19 Rev. L checklist Instruc:icn Pcpulatien Identification No.

Categerv I Cable Pan Hangers CsR-I-E-CPH Attribute for Inspecticn Instruction /Scuree Dccument s

10. Riser SUDDorts:

10.a.

Welding For welds between riser collar and angle steel floor frame verify all welding sub-attributes as detailed on drawings and listed in the generic welding checklist and instructions (CSR-I-G-Dll).

10.b.

Arrangement Verify that angle steel members attached to the riser are arranged and located according to detail for penetration.

Reference:

Cable Pan General Notes and, Installation Details Instruction Prepared Date Instruction Approved Date 4

By (DE)

(Csa SUPERVISCR) q. M. PJd

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[a_.o / gA s i SAMPLE IDENTIFICATION (Ado 2E $Af67f S/Sf"/JlfI<'A^l[ POPULATION __ _ bl# bhd /-[-A-N(.rER, Rw PfL us blAS POP ACCESS-PKG. NO. DESCRIPTION ITEM IBLE NO. COMMENTS l / /4o'71-/- 3o 52 Y Y loi '2 }-[o 4-4-/~30 42 Y Y' 1or l 3 N o t/ -/-3042 Y [ lot No0 2 -/-3o52 I f lo4-5 ISH22-0-3o61 Y Y log G IAH47-b-3021 Y Y la i 7 S t-// -/-So 24 Y Y Io9 t F# 2-/ -B o/ 2. Y T leg 9 Ho 73 -o-3 o GI Y Y Io9 to He/G-/-30SI T Y ll0 -Il l At4ll-0-bobl ( ( \\\\l /7 Ho 32 -o -Sol.;,2. ( [ til 13 344 1 -o - 3o22. i[ T 113 If ho2 o-0-30SI ( / Ilb If 3H2 -I-3073-I I 11 9 /6 '2 H '2 -I -3,o i 2 f f 7?fs*-))%%fr i /7 4ie3-I-3o57_. T T 4,* I n if f j t7A M I8 I g H jo -2,og.I V f_ g I G, M 4-24a' Prepared By: (SE) //[gf ' Sig $ ure [ (/U Date Approved By: W d (bD6) 3-l 4-(ff i Signature Date X ~ n -s-w -r r ,,,-e-~ -+ -,-+---------w

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s CSR Item Accessibility / Qualification Statement 00Eb N b of b POPULATION Page Ifc2E SAFEN St6klFICAM7-ITEMS STATUS 01 MCE55lSE'. BL41M6 2.4FRXb OK. CLEM WELDS. CM ACCESSi&E' AIEED SCAFRXD. CLEM ICELb5 e PbYE (L6T)3. I2. ACLESSI&El NEED wet.b5 CLEMED - 09 ACG55t&E: CLEM ll2Las tAUK.57 EEL U)llb5 1 5/A dG1-_= / a 3 - /4'-P.t Inspection Coordinator /Date PORM BCAP-21-7 (Rev. 2) (0405J)

3 l CSR Item Accessibility / Qualification Statement POPULATION b Page l of [ ITEMS STATUS 40, KC555t&E : EXf577N6.5CMFCLB Cl<. NEEL) (UGLDS AAfD AGK. SEEL LUELDS OLE.aVfEB. 77 KCWi&E: EXISTING SCAFr-CLb CK. IMEE9 v2LD5 + M. u) ELDS cLEMED. 45 ME55t&.E: NEEB WELDS CLEMED. NEED SUE \\i2Y MREKS. 43 KG55(Bl.E: NEED WELDS NEMNED. 4(o /Y.CESSi8.E : NEED (DELDS CLEMEb. NEED SUEWi UEKS. 37 ACCE55i8LE' NEE 6 W&bs GtEGGb. MEED S]R&l MARS. 3I ACCE55t&E.* NEEb b]Elb5 CLEAAIEb. NEEQ.3UK'El MAeks

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j CSR 1 Item Accessibility /gualification Statement I O NEEE Page 3 of POPULATION ITEMS STATUS 57 KCGRRIELE.* NEEb WELD 5 (' LEANED.- (9 KCESSIBLE : NEED WElh5 E(EMEb + FleERCCF/NQ CElncED. 73 KCESSIBLE' NEED WELDS CLEANEb. ACCE5Sl&E.' NEED WELDS CLEMED. 69 ACCESSIBLE: ENSTING.5CAFRX.D OK. NEEb WELDS CWAMD-ILO IN-ACCESSIBLE: NO SUMoeT /Al.5TALLED. 13 ACCESSIBLE' NEED LGELb5 QLEAMED. foO ACCE551SLE* NEEL) WELGC CLEM(El3. /0 MCE55/8LE: NEED WELQS CLEMED. G1 ' ACCES5IBLE: NEED LUEL65 C LEnktED. 10'/ KCESS'EE: NEB 3 WELD 5 AND AUK-UPUR CLEMED. cl 7 KCB3IELE' ELt3 TIN 6 3G4FRXDOK. NEED WELDS GEEMIED. 91 ME55 tele' NEED LWLD.5 CLEANED. 77 ACCE55l8LE: NEED UJElb5 AND BUX-WELDS CLEANED. by KCE55/SE' NEED WELM CLEAMED. 10 7 ATE 55t6LE: NEED WELOS CLEANED. i A'/J. ULL h 1)- f b InsPecti6n Coordinator /Date FORM BCAP-21-7 (Rev. 2)

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