ML20210F659
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{{#Wiki_filter:. TUCCO INSTRUCTION n
'EXAS UTILITIES GEN'iRATING CO. P QI-QP-11.10-9 Rev. 6 \
(, Page 1 of 32
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OCT 131985 Major Rewrite - No Change Bars WNY MODIFICATION, REWORK "AS- " INSPECTION / VERIFICATION OF CABL Y HANG UNIT I PREPARED BY: ll fr- !5I APPROVED B ; h APPROVED BY: [2R ,.
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1.0 REFERENCES
if 1-A CP-r'-il.10, " Inspection of Electrical Raceway / Support Systems" l-B CP-QP-11.2, " Inspection of Concrete Anchor Bolt Installation" k 1-C QI-QP-ll.21-1, " Requirements for Visual Wald Inspection" l-D QI-QP-11.23-2, " Inspection of Cespleted Installations for Separation / Spacing" l 1-E QI-QP-11.14-4, " Control of Material Traceability for Site Fabricated Structural / Miscellaneous Steel" l-F QI-QP-16.0-5, " Reporting of Base Metal Defects" l-G CP-QP-16.0, "Nonconformances" C0K7ROL_l] C0?Y l-H CP-QP-18.0, " Inspection Report" CONTROL No. Ermma 1-I CP-CPM-6.3, " Preparation, Approval and Control of Operation Travelers" l-J CP-CPM-6.10, " Inspected Items Removal Form" l-K QI-QP-il.18-3, " Ultrasonic Thickness Measurement" l 1-L QI-QP-il.18-4, " Ultrasonic Evaluation of Hilti Bolts" i 1-M QI-QAP-10.2-4A, " Ultrasonic Digital Thickness Measurement" l-N QI-QAP-10.2-4B, " Ultrasonic Examination of Hilti Bolts" (v l-0 QI-QP-il.14-13. " Separation Verification of Attachments to Loaded Embedded Plates" 8702110130 870127 PDR ADOCK 05000445 l A PDR . 1
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1 0 DOCLSENT CF.ANGE NCTICE ( No. ' Page 1 of 1
- 1. Proc./ Inst. No. OI-OP-11.10-9 Rev. 6 Change Proposed 3y E. Stewart
- 2. The following change / revision is recommended.
- a. Descricci:n of proposed change (s) Attachment 2 Para. l.: change to
, read: 21h" for dimensions creater than 10'0". Also Attachment 2 Para. 9 delete 2nd sentence: If weld of no-her is located within the cantilever regions shown in' Attach. 3 the tolerance shall be :l/16".
i b. Justification for change (s) Para l.c correct evpographical error. _ 'g Para. 9 to bring procedure into comoliance with QI-QP-11.14-13.
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CONTROLLE] COPY l . CONTROL No.Dxen-ony 4 i c. List other procedures /inscructions affected by change (s) None l l l . E
- i i
- 3. Approval:
I QC Supervisor / u/m 1/fah/
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I~ 1 TUGC0 INSTRUCTION O, TEXAS UTILITIES GENERATING CO. (p- QI-QP-11.10-9 Rev. 6
'- Page 2 of 82
! OCT _31986 Major Rewrite - No Change Bars 2.0 PURPOSE AND SCOPE
. This instruction shall be applicable to all Seismic Category I cable tray support and clamps designated as Unit I in all
! Category I buildings, and provides inspection criteria and ,
1 documentation requirements used to perform the preliminary / final 1 '
"as-built" drawing inspection / verification as well as any modification and rework resulting from the preliminary inspection
- and subsequent design review. This instruction is comprised of three parts to outline the stages of inspection as follows:
t
, Part I of this instruction shall provide general inspection requirements which shall be applicable to Parts II and III.
1 i Part II of this instruction shall provide specific inspection and
; documentation requirements to verify the. preliminary and final ; "as-built" drawings created by Engineering depicting actual field i conditions of certain specified attributes of the cable tray hanger.
1 . . i Part III of this instruction shall provide specific insoection l and documentation requirements used to perform inspection of j cable tray hanger and component modification /revork.
; Any veld, dimension or attribute identified on the preliminary l "as-built" drawing by Engineering as "IA" shall be verified by the QC Inspector as inaccessible. Inspection shall only be i performed on attributes accessible for inspection. No items } (i.e., thermolag, paine, adjacent supports, etc.) shall be ; removed to facilitate inspection.
1 . NOTE 1: The main structural steel framework in Room #133 (Cable Spread Room) is excluded from the scope of this
. instruction.
1 i NOTE 2: The pre 11=inary and/or final "as-built" drawing will j contain a reference to the general notes drawing for
- cable tray hangers. This note is for Engineering use
! ONLY, and is NOT applicable for the inspection of hanger and associated clamps.
i 2.1 DEFINITIONS AND ABBREVIATIONS ,
- s. CTH - Cable Tray Hanger / Cable Tray Support (including cable i tray clamps).
l
- b. AFC " Approved for Construction" the drsving issued by l
Engineering depicting required modifications resulting from design review.
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, l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 6 0 Page 3 of 82
- enas - 00713 rggg Major Rewrite - No Change ' Bars
- c. Final "As-Built" Drawing - The " CAD" drawing issued by
' Engineering after design verification incorporating all completed modifications.
- d. PFG - Packsge flow group
- e. CAD - Computer sided drafting
- f. IA - Attribute which cannot be measured / verified at the time of inspection without physical removal of any portion of the i
support tray cover, fire protection and/or the relocation of adjacent hardware. j g. Projection - The maximum distance of the Hilti bolt j protrudes form the concrete surface. i *
- h. H/HKB - Hilti Kwik Bolt
- 1. SH/HSKB - Hilti Super Kwik Bolt
! j. B - Bevel washer l
- k. F - Flat washer
- 1. H.S. - High strength
- m. I.P. - In place
- n. FWP/WP - Field work point / work point
- o. BTWN - Between
- p. R/RI - Richmond screw anchor O- ,
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. QI-qP-11.10-9 Rev. 6 Page 4 of 82
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CCT '~ 1386 Major Rewrite - No Change Bars
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PART I 3.0 INSTRUCTION 3.1 WORK PACKAGES The paper flow group shall issue a work package for each CTH that shall initially contain the preliminary "as-built" drawing and a pre-numbered inspection report (Attachment 1). In addition, PFQ shall be responsible for maintaining the current revision of the preliminary "as-built" drawing as well as inserting the AFC/ Final "As-built" drawings, rework travelers, and subsequent inspection reports when applicable. 3.1.1 Cable Tray Support Identification . Prior to inspection / verification, the QC Inspector shall verify that the cable tray support has been identified by Site Field O. Engineering. Identification shall be by a stainless steel tag with the CTH number permanently stamped on it, and the tag affixed to the CTH with a plastic
- tie wrap. In the Containment Building, the plastic tie wrap shall be "Tefsel".
NOTE 1: Tefzel tie wraps are blue, standard tie wraps are white. NOTE 2: The unit des'ignation number may or may not be included on the stainless steel identification tag attached to the support. NOTE 3: When the identification tag could not be affixed. directly to the support due to thermolag, etc., it may be attached to the thermolag or to the tray immediately adjacent to the support. 3.1.2 Cable Tray Support Location and Elevation Cable tray support location, elevation, spans, plumb, and levelness are verified by field engineering and are not within the scope of this procedure. 3.1.3 Material Requirements and Traceability The following materials (NITM) shall be used unless otherwise () shown on the drawing: l
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TUGC0 INSTRUCTION O TEXAS UTILITIES GENERATING CO.QI-QP-11.10-9 g>- Page 5 of 82 Rev. 6
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OCT 13 'sas Major Rewrite - No Change Bars
- a. Structural shapes - A36
- b. Base plates - A36
- c. Structural tubing - A500 Grade B Verification of material traceability is not required for A-36, A500, Grade B material, A & C type clamp materials, and for material used for shin and filler plates. Material requiring traceability verification shall be in accordance with Reference 1-E.
3.1.4 Ghosted Attributes on Support Drawinas The cable tray hanger drawing will contain the as-built information for the specific cable tray hanger number designated on the drawings. In several instances, other cable tray hangers connected to the same base angle or base /eabedded plate may be shown " ghosted" on the same drawing. Attributes of the " ghosted"
, cable tray hanger are not to be inspected or verified.
The example on Attachment 12 illustrates the inspection process to be applied in those instances. If the inspector is inspecting CTH-IXX, he should not inspect or verify the attributes on the base angle (shown ghosted) or CTH-YYY. This means that no reinspection or verification of the anchorages, bearing area, etc., will be conducted. That inspection verification will be done when CTH-YYY is inspected and verified with its respective drawing. Attributes of other " ghosted" items connected to support members are not to be inspected or verified. 3.2 BOLTING INSPECTION General Boltina Requirements For each support the following shall be verified by the inspector as denoted in Parts II and III (Specific Bolting Requirements). l l
- a. Diameter
- b. Spacing and location (dimension verification from centerline of bolt).
- c. Material type and grade when required by design for bolts and washers, if bolt type is specified as other than A-307 (i.e., A-325. A-490, A-193 gr. b-7 etc.). Verification of O nut material is not required unless'a friction type connection is specifically noted on the drawing (i.e.,
A-326-F).
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5 ,. . .' TUGC0 INSTRUCTION O TEXAS UTILITIES GENERATING P CO. QI-QP-11.10-9 Rev. 6 Page 6 of 82
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OCT 131986 Major Rewrite - No Change Bars NOTE: A friction clamp does not mean a friction type connection.
- d. Thread engagement (face of nut minimum of flush with top of bolt). .
; e. Related bolting material (excluding nuts). Hardened washer verification is only required if the cable tray hanger drawings require the use of ASIM A490 type bolts. ! f. Proper bearing contact, bolt heads and nuts resting against the metal or washer with a slope of 1-in-20 or less shall be considered acceptable.- '
- g. Where bolts are used on surfaces having slopes greater than 1-in-20 with a plane normal to the bolt axis, beveled
-washers shall be provided. When beveled washers are installed they shall be oriented to reduce the slope below 1:20, but may be installed with either side of the washer against the mating surface of the member. An irregular gap 0- of 1/16" max. is acceptable between the bolthead, the washer (bevel and flat) and the rarface of the member. Caps between bolt heads and nuts and washers are subject to the i above provision.
- h. Quantity as shown on the cable tray hanger drawings and Attachment 11 when applicable.
NOTE: See Attachment 6 for identification of bolting material. 2
- 1. The QC Inspector shall verify that nuts on structural bolts exhibit no looseness when checked by hand only.
? ! j. ASTM A-449 bolt may be substituted for A-325. l
- k. When A-307 bolts are specified on the drawing or Attachment
,i 11, no verification of bolt or nut material is required. i 3.2.1 Support configuration The inspector shall verify that support configuration is in accordance with the CTH drawing and the below listed criteria.
- a. Verification of all dimensions and/or attributes shown.
Dimensions shown shall be verified to be within tolerances given on Attachment 2. Significant unit of measurement for gaps shall be 1/32". Significant unit of meast ement for all other dimensions including minimums and maximums shall be 1/16". Y_.,_-._--.-,-...- *? * -.~'. L'.- - - , i- O '- !d 1 - : 1' - - ~ - -
i l - 1 TUGC0 INSTRUCTION l QI-QP-11.10-9 Rev. 6 ge-l e. TEXAS UTILITIES GENERATING CO. Page 7 of 82 j
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' QCT 131986 Major Rewrite - No Change Bars i l' NOTE: Dimensions shown to depict thermolag and/or fire blanhats shall not be verified by QC. , I j" b. Support member shape (i.e., angle, channel, etc.), size and orientation. Significant unit of measure shall be 1/16" except for member thickness which shall be 1/32". t- ^
.For standard members, the member size shall be determined using Attachment 7. Members must at least meet the minimum
, dimensions required for the specified member size, however, j if any of the member dimensions fall between two member 4 sizes, the lower weight member shall be selected.
; NOTE: In some cases, Engineering may provide a cross sectional view of members that cannot be readily identified. In this case, the QC inspector will
! verify the as-built member dimensions, and may not
- i. be required to determine member size.
- c. Tube steel or any closed section members used inside the contain= ant having cover plates (cap plates) ause have vent
{l hole (s) and they shall be shown on the drawing. If vent 1 holes are not present, QC shall document as unsatisfactory on Attachment 1, or 16 as applicable. j d. All drawing sections, plans and views shall be in agreement ] with the drawing key plan. ,
- e. " Angles given on drawing in degrees, except those used for fit-up verification (i.e., 30) are not to be verified".
I
- f. When the CTH drawing states " verify presence" for a component, it shall be understood that no dimensional J* verification is required and only its existence shall be verified.
- g. When notes on the drawing specify the weight (load) of items attachment or adjacent to the CTH, verification of the load is not within the scope of this procedure. I 2
3.2.2 Verification of Supportina Member for Bearing 1 Cable tray hanger base members (base places, base angles, etc.) { shall be inspected for bearing between concrete surfaces and support base. Bearing is acceptable if any visible gap is 1/16"
, , or less for a 5" x 5" envelope around the bolts. The envelope shall be determined from the centerline of the bolt. The use of j permanent shims to prevent base member distortion during torquing I .
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l l I TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p QI-QP-11.10-9 Rev. 6 l Paee 8 of 82 j
- mas - OCT 131986 l Major Rewrite - No Change Bars 1
! is acceptable. however, if shima are used, the base member shall be grouted. When shias are used, their existence and location
- are not required to be shown on the drawing.
4 l If the gap is greater than 1/16 or shias were used, the base member shall be grouted per existing site procedures. Document j unsat bearing conditions on Attachment 1 or 16 as applicable. i l NOTE 1: Base members which have been previously grouted by the ! use of epoxy or cement grout are acceptable. NOTE 2: Shias and tack welds on shims shall be considered . 4 Non-Nuclear Safety Related and need not be inspected except for base metal damage. If base metal damage (including undercut) on support members exists as a result of the welding process, which exceeds the limits
; of Attachment 10, it shall be documented as i unsatisfactory on Attachment 9. For allowable -
undercut, see Reference 1-C. } NOTE 3: Fill / vent holes are allowed in a base plate as a specified in Attachment 15. 3.2.3 Inspection of Misdrilled Holes i a. Misdrilled holes shall be repaired per Reference 1-F. Final visual inspection of repaired misdrilled holes shall be per ! Reference 1-C.
; b. The QC Inspector shall use the following criteria to assess the need for repair of misdrilled holes:
i c. For determining diameter of misdrilled holes a significant j measurement unit of 1/32" shall be used. ~9 3.2.3.1 Misdrilled holes in the support a l a. All unused holes greater than 3/4 inch diameter shall be l repaired.
- b. Unused holes which are spaced 2 inches or less (measured j eenter to center) from a used or unused hole shall be repaired.
- c. No two holes (used or unused) shall be located in the same
- cross-sectional plane (see Attachment 8 for typical examples
! of acceptable and rejectable bolt / hole configurations). l l ._.___u_. _...___ _.__ . _ _ . . _ ____ _
1 I TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. p. QI-QP-11.10-9 Rev. 6 Page 9 of 82
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- OCT 131986
+ Major Rewrite - No Change Bars s 4 In susmary, when a used hole and an unused hole are in the same cross-sectional plane, the unused hole shall be repaired. Conversely, when two (2) unused holes are in the { same cross-sectional plane, one must be repaired. These
- configuration shall be documented on an inspection report
- (Attachment 9). A cross-section is a section perpendicular ~
to the longitudinal axis of the member. j 3.2.3.2 Misdrilled Holes in Cable Tray i For cable tray, each siderail shall be evaluated independently. See Attachment 8 for typical examples of acceptable and 4 rejectable bolt / hole configuration. Unsatisfactory ,
- configurations shall be documented on an inspection report j (Attachment 9).
i NOTE: If cable tray clamp installation results in holes in the cable tray that violate the requiraments of this l paragraph, they shall be identified in the same manner 1 as outlined above. l 3.3. CABLE TRAY CLAMP INSPECTION ! 3.3.1 Cable Tray Clamp Weldina i ! Welding on cable tray clamps and miscellaneous cable tray ! components shall be inspected per Reference 1-C, the CTH drawing i and Attachment 11. 3.3.2 Cable Tray Clamp Boltins Cable tray clamp bolting shall be inspected per the CTH drawing,
! Attachment 11 and Paragraph 3.2. -
i i 3.3.3 Cable Tray Cisap Installation /Confinuration 4 Cable tray cisap configuration shall be inspected per the CTH j drawing and Attachment 11. When the CTH drawing and Attachment 4 11 conflict, the CTH drawing shall take precedence except for j gaps. Gaps shall be inspected in accordance with the i requirements of Attachment 11 and 11A. ! Cable tray clamps shall be inspected using the tolerances on l Attachment 2, Attachment 11 and the CTH drawing. However, if I conflicting tolerances exists, the tolerances on the CTH drawing
, shall be used.
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s .c . a l O TEXAS UTILITIES GENERATING CO. P TUCCO INSTRUCTION QI-QP-11.10-9 Rev. 6 Page 10 of 82 j - cnu - OCT 131986
- Major Rewrite - No Change Bars )
i j When Attachment 11 and 11A states " verify presence" for a
- component, it shall be understood that no dimensional i verification is required and only its existence should be verified.
Attachment 14 shall be used to determine inspection orientation l , 1 of the cable tray claps. ' l ! 3.3.4 Field Fabricated Clamps i Tlie inspector shall verify that field fabricated clamps meet dimensional requirements as shown on Attachment 11. The only type clamps that are both vendor supplied and field fabricated are types A and C. Type A and C clamps which are not hot dip galvanized are field fabricated. 3 3.4 CAB'LE TRAY The QC Inspector shall verify that cable tray nominal width, 3 nominal depth, location and orientation are as shown on the '
- preliminary "as-built" drawing. '
i
- NOTE: Bus duct - Where criteria in this instruction or CTH drawings refer to " cable tray", the criteria shall also ,.
j be used for " bus duct" when applicable. , 3.5 ADDITIONAL ATTACHMENT TO CABLE TRAY HANGER { Additional attachment to the cable tray hanger (i.e., conduit support, pipe support, etc.) shall be verified as shown on the preliminary "as-built" drawing. Attachment of thermocouples (fire sensor wires), and 1/2" or smaller grounding cables to the CTH shall not be considered as an additional attachment. l 3.6 GENERAL DOCUMENTATION REQUIREMENTS ! 3.6.1 Document Review I
- The cable tray hanger Quality Control Supervisor or his designes shall review and complete the cable tray hanger package review checklist (Attachment 13) in accordance with the inspection j requirements of this procedure.
f NOTE: The cable tray hanger package review checklist ! (Attachment 13) shall be maintained in the work package l until all corrections have been made. After l verification of corrections, it may be discarded. l t
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev. 6 Page 11 of 82
-cms- OCT 131986 Major Rewrite - No Change Bars 3.6.2 Inspection Reports CTH drawings are identified with a unit designation number
. CTH-1-III. This unit designation number may or may not be included in the identification number on inspection reports.
All inspection reports shall be processed in accordance with Reference 1-H. . 3.6.3 Nonconformances Nonconformances shall be documented in accordance with Reference 1-G. O~ . O S i 1 .u_ l O- _ := - - . = _ - = _a . . . = . =~-_==.:.--.-.=_.=. .- _._ _ .
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p. QI-QP-11.10-9 Rev. 6 Page 12 of 82 i
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QCT 13198G
, Major Rewrite - No Change Bars i ! t FART II 1
4- 3.7 INSPECTION / VERIFICATION OF THE PRELIMINARY AND FINAL "AS-BUILT" i DRAWING 3.7.1 Use of the Inspection Report and th'a Attached Drawing - i , j Each package shall contain a prenumbered inspection report and a i copy of the preliminary as-built drawing to be used as an
! attachment to the inspection report.
i l The copy of the drawings shall be identified with the inspection i report and page numbers, then signed, dated and attached to the body of the inspection report. Signing of the copy of the i preli=inary "as-built" drawing shall indicate acceptance of all i i dimensions, attributes and welds shown on the drawing which are l not listed as unsatisfactory on the inspection report (Attachment 1). l , NOTE: Clamp gaps, shall be verified as shown on Attachment 11/11A of this instruction whether shown on the Preliminary "As-Built" drawing or not. Normally only one copy of the drawing shall be used to document i all unsat conditions (welding, dimensions, configurations, etc.), ! however, an additional drawing or attachments may be used if
! necessary. All drawings (s) and attachments shall be attached to the body of the inspection report. ,
l 3.7.2 "As-Built" Verification of Dimensions and Attributes On the preliminary "as-built" drawing each dimension and/or attribute shown shall be checked for compliance, using the tolerances listed on Attachment 2. Inspection results shall be documented by checking the applicable block (Sat, Unsat, or N/A) for each pre-determined attribute on
- the inspection report (Attachment 1). ilhen unsatisfactory I
conditions exist, they shall be clearly described under each ! applicable attribute with the location of unsatisfactory j conditions indicated on the attached drawing when practical using l a designator to provide traceability. i i O l l
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i TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 .Rev. 6 Page 13 of 82 i - cesas - OCT 131986 a
. Major Rewrite - No Change Bars i
i 1 3.7.3 Weldina Inspection
- 3.7.3.1 "As-Built" Inspection of Welding
^
Support welding shall be inspected for qualitative and j quantitative attributes as outlined in Paragraph 3.7.3.2 of this instruction. . l1 Wald inspection results shall be documented by checking the i applicable block (Sat. Unsat, or N/A) on the inspection report i' (Attachment 1). The Inspector shall verify that each weld documented as unsatisfactory on the body of the inspection report is independently traceable on the attached drawing. When a weld j , joint number encompasses more than one weld, and one or more of , i the welds are unsatisfactory, the inspector will renumber the ! welds on the attached drawing with alpha-numeric designators to i provide, traceability to each individual weld on the inspection report. When all welds encompassed by a single weld joint NOTE 1: number are unsatisfactcry for the same reason, the weld joint numbers need not be renumbered. ] NOTE 2: Identification of existence and location of repaired 1 misdrilled holes is not within the scope of this instruction. l i Any existing welds not indicated on the preliminary "as-built" l drawing vill be added to the copy of the preliminary "as-built" drawing and identified with the next sequential weld joint t number. Weld symbols on the drawing that do not have weld joint
; numbers assigned shall be assigned the next sequential weld joint l number.
t . l Additional welds and weld symbols that have no joint number 4 assigned shall be documented by number as unsatisfactory on the } inspection report (Attachment 1). 4 i NOTE 1: Welds designated as NNS do not require veld joint
! numbers.
- NOTE 2: Fillet welds shall be considered inaccessible only when j neither les can be measured. When only one leg is j accessible for seasurement, the drawing will have an j asterisk adjacent to the fillet veld size and an arrow l
pointing to the member on which the accessible les rests.
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.- .- l O TEXAS UTILITIES GENERATING CO. p TUCCO INSTRUCTION QI-QP-11.10-9 Rev. 6 Page 14 of 82 j
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DCT 13 ng Major Rewrite - No Change Bars 3.7.3.2 Specific Weldina Inspection Requirements Welding inspection shall be in accordance with Reference 1-C, and the below listed requirements. When welding is designated as "NNS" (i.e., Non-Nuclear Safety) it shall not be inspected except for base metal damage. If base metal damage (including undercut) exists, it shall be inspected and reported as outlined in 3.2.2, Note 2. The welds at the ends (or corners) of angles, channels and wide flanges where an all-around fillet veld has been detailed on the individual support drawing are optional and non-safety related.' All full penetration welds and partial penetration welds excluding structural members forming a natural groove as specified in Reference 1-C shall be documented on an NCR in ; accordance with Reference 1-G with the exceptions listed in Note , 1. NOTE 1: Por clamps, an NCR will not be required if the fit-up l preparation is visible on the unwalded portion of the plate, and shall be considered as having acceptable penetration when the unwalded portion of the member / plate is beveled as required 45, +10. -20). NOTE 2: The QC Inspector shall inspect all structural members for evidence of a splice. All members found to have a splice shall be documented on an NCR in accordance with Reference 1-G regardless of whether the weld is shown on the drawing or not. NOTE 3: If lack of penetration is evident in full or partial penetration welds, it shall be documented on an NCR in accordance with Reference 1-G. 3.7.4 Verification of Inaccessible Areas Verify all inaccessible field conditions are correctly depicted on the preliminary as-built drawing. Inspection results shall be > documented on Attachment 1 Attribute 12, except welding which will be documented on Attachment 1. Attributes 5, 5.1 and 7. 3.7.5 Resolution of Inaccessible Items Required for Desian Review O' Some information identified and verified by QC on the preliminary "as-built" drawing as inaccessible may be identified by Engineering to be essential for design review. p # e e a e e e m & 5 8
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g> QI-QF-11.10-9 Rev. 6 Page 15 of 82
- crses - OCT 13 N66 Major Rewrite - No Change Bars 1 )
j When it is required to render previously inaccessible items ' j~ accessible to provide the information, Engineer will revise the j " preliminary as-built" drawing to reflect the "as-built" l condition of the items rendered accessible. l QC will inspect the areas of the support that were rendered accessible as indicated by the revision cloud on the " preliminary . as-built drawing" and generate an Attachment 1 inspection report. Attributes not affected by the drawing revision shall be marked i N/A and the following or similar statement shall be made in the , 3 remarks section, " Partial inspection performed due to drawing i revision". I j 3.7.6 Final "As-Built" Verification , i j Verification of the final "as-built" drawing shall be accomplished by one of the following three cases. Case 1. After initial inspection, if the support requir's e no modification after design verification, the copy of the preliminary "as-built" drawing which is not par,t of the ) inspection report (Attachment 1) and the final
! "as-built" drawing shall be compared to verify that all , information, including unsatisfactory conditions noted i that required no modification, were accurately j transferred to the final "as-built" drawing. Results ; of final "as-built" drawing verifications shall be j documented on Attachment 4.
1
- Case 2. For supports having unsatisfactory conditions that 4
require rework, craft will receive the package and
! correct unsatisfactory conditions. Unsatisfactory 4 conditions will be reinspected and if found acceptable j the inspection report closed. The final "as-built" j
drawings shall be reviewed as outlined in Case 1. ; l Case 3. Engineering will release the " Approved for Construction" (AFC) drawing for supports requiring modification. Craft will complete the modifications ! required and correct any outstanding unsatisfactory j conditions as outlined in case 2. QC verification of ] required modification will be performed using a j " Construction Operational Traveler", (Attachment 3). , The QC Inspector shall review the final "as-built" j . i drawing to verify the following 4 ] k I i
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_ _ _ __._._,__._--_e_ , 9 I . , 1 ,' , TUGC0 INSTRUCTION
= - TEXAS UTILITIES GENERATING CO. P QI-QF-11.10-9 Rev. 6 Page 16 of 82
- cesss - OCT 131986 l
~ Major Rewri'te - No Change Bars 4
i { a. All applicable dimensions and attributes shown on i the copy of the preliminary "as-built" drawings are now part of the inspection report and
-(Attachment 1) have been incorporated.
) i b. All required modifications as shown on the AFC
- drawing have been implemented and are acceptable.
) i c. All unsatisfactory inspections reports have been closed, i i d. All modifications as shown on the AFC drawing have l been incorporated on the final "as-built" drawing. Results of final "as-built" drawing verification shall
- be documented on Attachment 4. i
- 3.7.7 SPECIFIC BOLTING REQUIREMENTS , ,
J. . l 3.7.7.1 Hilti Bolts Hilti bolts and/or Hilti Super Ewik bolts shall be inspected for projection, size, type, bearing contact, identification, thread engagement, washer installation, spacing / separation, presence of ! l torque seal and location per the preliminary "as-built" drawing, 3 Paragraph 3.2 and Attachment 5. When letter identification and star stamping is not readily visible, the length of the bolt may be verified by ultrasonic testing per Reference 1-L or 1-N and af ter verification is complete, the bolt shall be stamped with the correct letter and star stamp as applicable. If torque seal is broken or not present, the bolt shall be documented as i unsatisfactory on Attachment 1. r i NOTE 1: Torque seal is only required on a minimum of one bolt
. per base member. If more than one bolt has torque
{ seal, it must be intact. ! NOTE 2: Hilti nuts may be installed with or without the washer j face against the washer. l 3.7.7.2 Richmond Inserts (Screw Anchors)
- All bolts used for this installation shall be inspected for size, spacing / separation. engagement (minimum 2d + 1/8"), presence of torque seal, location, bearing contact and asterial type per the i preliminary "as-built" drawing, Paragraph 3.2 and Attachment 5.
l Bolt length may be verified using Ultrasonic Testing per Reference t e
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'. n TUCCOINSTkhCTION TEXAS UTILITIES GENERATING CO. ge- QI-QP-11.10-9 Rev. 6- ._
Page 17 of 82 '+ Qt
- cms - DC,7 il W
} EMajorRedfite-NoChangeBars i . n k 1-K or 1-M. Richmond insert diameter may be verified by .' ' measuring :#e head of the bolt across flats to determine the i corresponding diameter as follows, the bolt head width of a .one inch bolt is approximately 1 5/8", the bolt head width of a one and one half :nch bolt is approximately 2 3/8". A30 Solts are required to be used in Richmond inserts unless otherwise shown on ! the preliminary "as-built" drawing. When all thread rod is used 4 it may be identified on the preliminary "as-built" drawing as ! " double nuts" or "da" and shall be considered as A-36 material 3 ! (no material or identification verification required) unless denoted otherwise on the preliminary "as-built" drawing. If ( / ) ,. torque seal is broken or not present, the bolt shall be > . documented as unsatisfactory on Attachment 1. Washers are not j required but may be used. \ j NOTE: Torque seal is required on all Ric.hnond insert boltan
- n. ,
7 , l 3.7.8 Structural Bolts,
, 'd
.. All structursi bolts and related hardware shall be innpected for size, spacing, material type,. engagement and bearing contact per i Paragraph 3.2, the preliminary "as-built" drawing, and Attachment .. l 11 when applicable. l j 3.7.9 Suppere confisuration I
- The QC Inspector shall 'terify that support configuration is in
! compliance with the preliminary "ae-built" drawing as outlired in ) Paragraph 3.2.1 of this instruction. l 3.8 BASE METAI, DAMAGE /DEPECTS (Other than misdrilled oles) ! t.c Base metal damage /defacts noted during "as-built" ] inspection / verification shall not exceed dimensions /ar*A as shown i on Attachment 10. Base metal damage / defect shall be documented ! on an inspection report (Attachment 9). Repair of base metal damage / defect chall be inspected per Reference 1-C and 1-F. l
- - s '
1 NOTE 1: Romeral of paint for identification of base meta 1 3' defset/ damage is not required. NOTE 2: This paragraph does not apply to undercut except as noted in Paragraph 3.2.2, Note 2, and Paragraph, i 3.7.3.2. ~ 3.8.1 Cable Tray Clamp Inspection i - Inspection of cable tray clamps shall be accomplished in accordance with Paragraph 3.3. I n i .. . . . . . . . . . . - . . . .
. s . . . .. . . . . ,. . - . -
4 i k TUCCO INSTRUCTION
. k- TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 6 Page 18 of 82
~*"- '
007 13 1983 Major Rewrite - No Change Bars i ,t- - - . l . s, - I 3.8.2 Specific Documentation Requirsments i .i Inspection results shall be documented on Attachment 1, 4, 9 and 16 as applicable and the requirements of Paragraph 3.6.2. (s 4 s o { . j ), , I 4 i i 4 J i 1 I
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. s, TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev. 6 Page 19 of 82
- CPSE3 -
Major Rewrite - No Change Bars PART III 3.9 INSPECTION OF MODIFICATION / REWORK
, 3.9.1 Hanser Modification Hanger modification shall be considered any physical work required to bring the hanger in compliance with the AFC/ Final "As-Boilt". drawing.
It shall be the responsibility of Engineering to identify at operation I of the traveler (Attachment 3) all required modifications. The QC Inspector shall verify using the tolerances provided in Attachment 2 that all modifications have been performed in accordance with the AFC/ Final "As-Built" drawing, Parts I and III O of this instruction and the requirements of Attachment 11 when applicable. Satisfactory inspection results shall be documented on the operation traveler (Attachment 3). Unsatisfactory results shall be documented on the inspection report (Attachment 16). ( 3.9.2 h r Revirk J m se rework shall be considered any physical work required to co n._* any outstanding unsatisfactory conditions previously identified on the inspection report (Attachment 1) generated during the verification of the preliminary "as-built" drawing that have not been rectified through drawing revision or have become resolved due tc hanger modification. ; The QC Inspector shall verify using the tolerances listed on Attachment 2 that all rework has been performed in accordance l with Parts I and III of this instruction, Attachment 11 when I applicable, and that all items affected by rework comply with the AFC/ Final "As-Built" drawing. Documentation of satisfactory rework shall be accomplished by signature of the applicable operation on the traveler (Attachment
- 3) and closure of the unsatisfactory attribute on the inspection report, (Attachment 1). Any unsatisfactory conditions created as a result of rework shall be documented on an inspection report (Attachment 16).
O NOTE: All attachments to embedded plates shall be inspected per Reference.1-0. 0
. . , . . ... _ . . ~.;...... . . . - , . . . . . . . . . . ,,..,.._._
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. d>- QI-QP-11.10-9 Rev. 6 Page 20 of 82
-cms- ,0CT 13 586 Major Rewrite - No Change Bars i 3.9.3 Spec;tfic Bolting Requirements 3.9.3.1 Hilti Bolts Hilti bolt installation shall be inspected per Reference 1-B, Paragraph 3.2, the AFC/ Final "As-Built" drawing, and the below
! listed criteria.
. a. Washers shall be installed with Hilti bolts.
- b. Hilti nuts may be installed with or without the washer face against the washer.
\
- c. Hilti bolt embedmont verification is not required if the AFC/ Final "As-Built" drawing specifies projection.
- d. Hilti bolt length. identification may ba determined per Reference 1-L or 1-N in accordance with the requirements of O 3.9.3.2 Reference 1-B.
Richmond Inserts (Screw Anchors) , , lastallation of Richmond inserts shall be inspected per Reference 1-B, Paragraph 3.2, the AFC/ Final "As-Built" drawing and the ) below' listed criteria. i
- a. Bolt length may be verified using U.ltrasonic Testing per Reference 1-K or 1-M.
I
- b. Richmond insert diameter may be verified by measuring the head of the bolt across the flats to determined the j corresponding diameter as follows: the bolt head width of a !
one inch bolt is approximately 1 5/8", the bolt head width of a one and one half inch bolt is approximately 2 3/8".
- c. A325 bolts are required to be used in Richmond inserts unless otherwise shown on the AFC/ Final "As-Built" drawing.
All thread rod with double nuts may be substituted for A-325 bolts in which case the threaded rod shall be considered A-36 material and will not require material verification. ! d. Washers are not required but may be used. ) 3.9.4 Structural Bo'es
, Structural bolts shall be inspected per the AFC/ Final "As-Built" drawing, Attachment 11 when applicable, Paragraph 3.2, and the following criteria:
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'TUGC0 INSTRUCTION I O. TEXAS UTILITIES GENERATING d>. CO.QI-QP-11.10-9 Fage 21 of 82 Rev. 6
- CPSES -
OM 13 g Major Rewrite - No Change Bars i 4 Reuse of A-325 and A-449 bolts in cable tray clamps is permitted. Reuse of A-325 and A-449 bolts in structural connections is subject to prior engineering approval. A-490 and i galvanized bolts shall not be reused. Retightening previously tightened bolts which may have been loosened by tightening of adjacent bolts shall not be considered as reuse. , 1 Verification of used bolt hole diameter on structural support members is not required unless the work package contains a Construction Operation Traveler for " Bolt Hole Verification". , Inspection will be documented on the above stated Operation d Traveler. Verification of satisfactory bolt tensioning shall be accomplished by checking each bolt / nut by hand and to verify it exhibits no looseness. Torque seal shall be applied to all satisfactorily, tensioned bolts. 3.9.5 Weldina Inspection , 'j Inspection of velds, including painted welds, on. cable tray supports and associated components shall be inspected in accordance with criterias denoted in Reference 1-C and the AFC/ Final "As-Built" draving. Tack welds connecting cap plates to closed sections shall be considered non-nuclear safety related. When velding is designated as "NNS" (i.e., Non-Nuclear Safety) it shall not be inspected except for base metal damage. If base
- natal damage (including undercut) exists, it shall be inspected and reported per Reference 1-F. '
i The welds at the ends (or corners) of angles, channels and wide 1 flanges where an all-around fillet veld has been detailed on the individual support are optional and non-nuclear safety related. Welds designated as non-nuclear safety related by this instruction are not required to be shown on the drawing. 3.9.6 Support configuration verification The QC Inspector shall inspect the cable tray support with the tolerances provided on Attachment 2 to verify that all installed / reworked components of the support meet the reiuirements t of Paragraph 3.2.1 and the AFC/ Final "As-Built" drawing.
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1 TUGC0 INSTRUCTION
- k. TEXAS UTILITIES GENERATING CO. p QI-QP-11.10-9 Rev. 6 i Page 22 of 82
- cests - OCT 131986 ,
Major Rewrite - No Change Bars 3.9.7 verification of Clamp Installation /Reverk The QC Inspector shall verify the cable tray clamp L installation / rework has been performed in accordance with the AFC/ Final "As-Built" drawing, Attachment 11, and Paragraphs 3.2,
; 3.3, and 3.9.4. ' l 3.9.8 Base Metal Damage / Defects (other than misdrilled holes) ,
! Base metal damage / defects existing as a result of rework shall be evaluated and reported per Refere'nce 1-F. All. base metal defects including those identified per Paragraph 3.8 shall be repaired per Reference 1-F. Final visual inspection of repaired base metal defects shall be per Reference 1-C. 3.9.9 Specific Documentation Requirements The QC Inspector shall document in'pection s of cable tray support l and clamps on Attachments 16 and 3. Attachment 16 is'only to be used to document unsatisfactory conditions. Attachment 3A may be used to reopen steps on the traveler provided Operation 7 has not been signed by QC. Revisions used for inspection will be noted on the Operation Traveler for inspection procedures, instructions and drawings. i l l l l l I d 3.- . ; .: _ . . . . . .
1 l 4 l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev. 6 Page 23 of 82 l
- CPSES -
OCT 131986 Major Rewrite - No Change Bars ATTACIDENT 1 i I COMANCHC PCAE $ TEAM ELECTRIC STAT!088
- INSPECTION REPORT y," ' "
4 artn asmerian xarnicarian me. sesitnestaucr.st astwrip
? a ! sm.w. gu s . str.a.C. occ. a ets, a cannst no. prasvut as rts: tavsr. inst. g.
3/A 4 ::/A 5 QI-CP-11.10-9 Rev. 21 g Q in peoCgss Q wt sostutar:o" O iastattatio" iaat '<'<5' te58ttiton 't83ricaf!3" leSMCiton Q 'InsMCT!an O 'IniMCT!ca , Y P BESutts O i=5Metroa c>atttto. att **'ttcastr ircas satisiacto 7 o' '=5"' *a's te O i=5nct:o= coat itn. u=satisracton' itt=5 Lisrts snow atan ao. . . INSPECTION ATTRIBUTES j3 cart 3, 11 ir l' is
- 1. Support Identification ! $ *!
l l l l 1
?. U k onort boltine l ! l l l l l l A. Hilti I l l l l S. Richmond l l ,
I ! I . l C. Tereue Seal exists on R11ti/ Richmond 1 I I I l !
- 3. Structural l l l
! I I I I
- 1. honert eenfiruration l L l
- l l l 1 l l l I I i i I - l l l
- 4. Suneore t w ine l l l
! l l 8 Suenort f.'eldine 'i l l t I !
! ! l l 1 i t I l f I i l i ! . 6 l 1 l i l I i i i i
! *!9/04 10/86
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TUGC0 INSTRUCTION l TEXAS UTILITIES GENERATING CO. p .QI-QP-11.10-9 Rev. 6 j Page 24 of 82
- CPSES -
OCT 131986 , Major Rewrite - No Change Bars ! ATTACHMENT 1 (Cont) { COMICHE PEAK $ TEAM ELECTRIC STATION C
- 11 1 M ' **'*
INSPECTICN REFORT * " (5'JpottwE m L) FOR RLL MEA 0!NGS. SEE SHEET 1 us. im . l- l oc "G- ,, ,,. 3 l3g 34 l $!aa m ,, 5.1 I :*o sollee selds exist is structural taenbers I i i l ! !
- 4. I r nv. .... .. s,... . I i l l '
I I 7 ' Cable trav elano weldine I l l l l l l E. cabia trav ef=== instat ? m tien/confiauration. l l
* ~
l ll 1 l
- e. l Cable Trav l l I I i
- 10. I Additional attachments l l l l l
??. h A?*me W =e ?e am.hans elmens k I !
I I t?. hacemanible arman (exceot veldina) l l l l l aceaus: (>ss. SMC1. ETC.) e.
,,l!.A.CtosE3 O I - - . - .
23/04 10/36
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i TUGC0 INSTRU~ TICS
- 9. TEXAS UTILITIES GENERATING h.
( < CO. CI-QP-11.10-9 Rev. 6 Page 25 of 82
- CPSES - N (",.
NOV 251955 ATTAC1 DENT 2 MEASUFa!ENT AND INSPECTION TOLERANCES NOTE: The tolerances provided on this attachment are only to be applied to specific dimensions shown on the preliminary "as-built" drawing.
- 1. Tolerances for support configuration dimensions except clamps:
- a. : 3/4" for dimension up to and including 5'0".
- b. : 1" for dimension greater than 5'0" up to and including 10'0".
~_ c. : 1 1/2" for dimension greater than 10'0". l '\w; d. Modified structural shapes, notches on plates, angles, etc.:
1 1/8". NOTE: The tolerances listed above are also applicable to all additional attachments when shown on the drawing.
- e. Work point 1".
- f. Transverse location when shovn on the drawing for cable tray to associated reference points is : 2".
- 2. The distance from centerline of the bolt / hole to the-end of the member has a tolerance of 21/2" except from clamps members. End of members is defined as the edge at either end of the~ length of the member. For base places the,end of the member is defined as i the edge at either end of the longest side. The distance between -l the bolt / hole and the edges which are not ends is subject to a l tolerance of 1 3/4". For square base plates the colerance of the distance between bolt / hole and any edge is : 3/4".
1 1
- 3. The gage distance tolerance measured from the centerline of the j bolt / hole to the heel of the angel is 1/4" except for angles employed in clamps where the gage has a tolerance of : 1/8"; for
/N 4
all other shapes, the tolerance is : 1/8".
./
QI-QP-11.10-9, Rev. 6, DCN #1 s .
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's-EXAS UTILITIES GENERATING CO.
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QI-QP-11.10-9 Rev. 6 Page 26 of 82
- CPSES -
[; w t1'CV e~ c =v .. . :: w ATTACEHENT 2 (Cont)
- 4. t 1/8" tolerance is to be used in locating structural bolts to structural bolts.
SA. 1" tolerance is permissible in locating: '
- Hilti/Richmend to Hilti/ Richmond on the same attach =ent.
- Hilti/ Rich =end to Hilti/ Richmond between difference attachments.
- 53. Tolerance for dimension shown (on CTH drawing) between Hilti bolt / Rich =ond insert and edge of cencrete shall be =inimum to
-1/2".
SC. Tolerance for dimensions shown between a Hilti and embed plate . shall be minimum to - 1/8". _ Tolerance for projection of expansion anchors shall b'e + 3/8" 6. with a minimum of flush with top of nut.
- 7. Nominal thickness of members and/or plates shall have a tolerance of : 1/32". For 3/8" thick angles used for cable tray'cle.ps, thickness tolerance is : 1/16".
- 3. '4 eld separation for eenbers located on embedded plate: 1".
- 9. From the toe of the weld on the member to edge of the embedded plate: 1/2".
- 10. A2 3" tolerance shall be utiliz'dewhen verifying conduit spans if shown on the drawing.
01-QP-11.10 0, Rev. 6, DCN #1
9 TEXAS UTILITIES GENERATING CO. P TUGC0 INSTRUCTION QI-QP-11.10-9 Rev. 6 Page 27 of 82
-cms- OCT ' 31996 Major Rewrite - No Change Bars ATTACHMENT 3 CONSTRufl TION OPGAT10M T1tAVELD 35-489S MIT 8 ell QTRAVEi.1RNQ.
EERJIPt@ff No. $0uaNTITY @reatioP_ g ACTIVITT DESCRIPTICM Q AEJUSCE ORAWWeG3
@sFspecC/ths.msTR. @ 4.DCATICN- @3T3 TEM PRE 7aAC 87 CATE D EPT.
RCyttwG tr CATE ANs RtvtEw C AT E. op. ne, cert ' optamam .. . a. ame Scose This traveler shall be used to document rework required as a result of inspectione performed per QI-QF-11.10-9, ' Cable Tray Kanger "As-Built" Inspection / Verification' and/or subse. quant design review.
- 1. Eng. Itamize all rework required to comply with AFC/ Final "As-Built" drawing. CT3 Rev.
.O W%IREM E I E. Y F. B.IL - _fa_i_l 2 QC(V) Cable tray inentification is correct per ATC/ Final "As-Built" drawing. CTR-t- Rev. .
- 3. Craft sueeere Botting O A) Bilti Bolts Installation / Rework of Rilti bolts per AFC/ Final "As-Built
drawing, CTH Lev. . CZI-20. Rev. , QI-QF-11.2-1, Rev. , and QI-QF-11.10-9, Rev. . Lidt bolt numoers installes or reworked. Soit Tenstoeine MEIr Pt. Lbs. Unsat I1f Due Date ,, l
- 5) Richmond Inserts (Screw Anchors)
- 1) Removal of Richmond insert (A-325) bolts for verification
- of thread engagement or replacement. List bolt numbers removed .
9
-- ~ . .. .. _ ,
TUGC0 INSTRUCTION
}
" / TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 6 Page 28 of 82
- CPSES - OCT 13 reg Major Rewrite - No Change Bars ATTACHMENT 3 (Cont)
I CCNsntUCTION CPULAT ON TRAVELEN CCMTINUA7t0M i TRAvC.ZR Nc,. lACTTVfTY QC3CRIPTION pMf.8AA Q ET CATI RCytDC ST CATE ANE MCITO CATE l l ep we.1 etw= lemmen
, l /%
. I rwe. I a w
- 3. Craft 2) Bolt reinstalled and brought to sous tight condition. Origi-con't QC(v) nal bolt replaced with new bolt. List bolts replaced reinstalled .
- 3) Installation of Richmond inserts, new installation due to modification. List bolt numbers.
QI-QP-11.2-1, Rev. QI-QP-11.10-9, Rev. C. Structural Solting
- 1) Structural bolt installation / rework. QC verify per AFC/ Final
- j "As-8uilt" drawing CTB Rev. .
,tev. and Q1-QP-11.10-9,
- 2) Salt tensioning, verify bolts exhibith ness when checked by hand. Unsat IU s .
4 Craft Suepare Veldine
- EJe '
A) Tit-up inspettica for partial penetration welds (list numbers) . full penetration welds (list veld numbers) . CTH . Rev. . QI-QP-11.21-1, Rev. Unsat IRf .
- 8) Final visual inspection per QI-QP-11.21-1, Rev. . List veld numeers .
CTH-1 , Rev. Unsat IM . ! I C) Welding of misdrilled holes *
- 1. location (QC verify prior to welding) per QI-QP-11.10-9 Rev. .
1M
- 2. Final visual inspection per QI-QP-11.21-1, Rev .
Unsat IRf .
- 5. :: aft Suepare confituration Configuration of support (if socified) per QI-QP-11.10-9, Rev.
and AFC/ Final "As-Built" drawing CTbl. Rev. . A) member size, and shape.
- 8) eenber location and orientation.
- C) nacerial type, if other than A-36 or A-500 gr. b.
, Unsat IM .
y < .
- 7 . . . - - . . - ** -- -~ ~ _ 7" l .
TUGC0 INSTRUCTION
% TEXAS UTILITIES GENERATING CO. (s- QI-QP-11.10-9 Rev. 6 Page 29 of 82
- mss - 00Y 131886 Major Rewrite - No Change Bars ATTACHMENT 3 (Cont)
CCMSTRUC";CM CPGAT1CM TRAVC.ZR CCMTINUATICM TRAWC Elt Mc lACTNffY CCICRIPTICM l i 'mact _3 er _ PREP 4AC EY CATE REvtE'# C BY CATT AMI oO/1E*M CATE
, jea/cci ep wef ec-lewestres f
m t=e I * *
- 6. Craft Replacement / rework of cable tray clamps, clips and splice plates -
Attachment to supeort , verify per ATC/ Final "As-Built" drawing and Q1=QF-11.10-9, Rev. . A) Verify configuration, position, orientation, type (A, C, two belt, etc.). CTH , Rev. Unsat 11f . .
- 8) Attachment by welding, QC verify.
- 1. Fit-up for partial penetration welds (list veld numbers)
- , full penetration welds (list weid numbers)
- . per Qt-QT-11.21-1, Rev. .
CTL 1- , Rev. Unsat Ili . C) Attachment by bolting, QC verify per IFC/ Final "As-Suilt" desw- . ing CTH , Rev. and QI-QP-11.10-9, Rev. . Unset . D) Solt fensionint Verify bolts exhibit no looseness when c. n Unsat 117 O
- 7. : raft Replacement / rework of cable tray clamps, clips, and splice plates -
At t a c'=en t to trae, verify per ATC/Tinal "Aa-Built" drawing and QIW P-11.10-y, Rev. . A) Verify configuration of clamps to tray (position, orientation, gaps, etc.).
- 8) Verify bolting, type, size. etc., per ATC/Tinal "As-Built" drawing and Q1-QP-11.10-9, Rev. .
C) Bolt tensioning: Bolts exhibit no looseness when checked by hand. CTH-1 , Rev. Unsat 118 .
- 8. 2C(V) Verify completion of all operations, review traveler and attach-ment including E .
Reference documents. Comments , O. 1 . . . . . . - . . - . _ , - - - - ..
l TUGC0 INSTRUCTION i TEXAS UTILITIES GENERATING CO. g>. QI-QP-11.10-9 Rev. 6 { A Page 30 of 82 i
- crises -
OCT 131986 i Major Rewrite - No Change Bars ATTACHMENT 3 (Cont) COMSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER mo. lACTIVITY DESCA!PTION ' I e c t:- a c _._ PREPAAC 87 CATE aEvrEWC BY DATE AMI REY!EV OA*E l l ' l sur. l oa.nolstr- I occurt:p , l t:ms si tas. I w j sons I
- 1. Sequence of operations may vary as required as long sa no hold points are violated.
- 2. All operations that are not applicable shall be n/A'ed by Craf t and the QC Inspector, provided ,
hold. points. are not violated, w 3. If at time of inspection the operation is complete. QC shall sign the face of the traveler, however, if multiple or parital inspection are required. describe each inspection on attached SA7C and k'!.DC. The last QC Inspector performing'ths isspection shall sign the face of each travelar when the operation is complete. I ' ' ' 4 Signaturas in the Constr. column identify the
. . attribute as ready for QC inspection unless other- i wise noted. I . !
{ , .
! 3. TEIS TRAVII.E1 IS CBT.":.IC. Far CF-CFM-6.3, this I , ;
! traveler represents verk of a repetitious nature. i i i I
; and subsequent rer.ev for each traveler by QE is ,
, i vaived. j I
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1 l l l TUCCO INSTRUCTION l TEXAS UTILITIES GENERATING CO. QI-QP-11.10-9 Rev. 6 l Page 31 of 82 l - CPS E S - OCT 131988 Major Rewrite - No Change Bars l ATTACHMENT 3A CONSTRUCTION OPERATION TRAVELER COWT!WUAT10N l TRAVELER no. ACTIVITY QC5CRIPTIC4 eter er e PREPAtt3 57 DATr REY!EWC3 57 OATr AMI REVIEW CATE 1 DC op.se strf arttafts toests QC This sheet say be used to reopen steps on the traveler pro-vided Operation 8 has not been signed by QC. Note: All infor-nation required by the original operation shall be included on the reopened step.
~
Crnit QC(Y) p ,
- O % CTB Rev.
QI-QF-11.lO-9, Rev. Coset IRf Crafx QC7 CTR Rev. Q1-QP-11.10-9, Rev. Unsat IRf
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Craft ! QC7 { c:3 Rev. QI-QP-II.10-9, Rev. Unsat IRf
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- - - - - -- -- . . . . $ .. .._,7_. ,
__.__7 , l i - TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. e QI-QP-11.10-9 Rev. 6 Page 32 of 82
- CPSES -
OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 4 CWWCHE PEAR STEMI ELECTRIC STATIM INSPECTION REPORT l Arvi - msTim Final "As-Built" [5pilFIUTIm aB. mius/1.meuss m3&enATim [*** Drawine verification 3 1 3 PEE.4. uti . f.Q.C. 30C, 4 ap. 6 w- s as. M Umug as rut sculp. Lumur, as.
, W OI-0P-l!.10-9. Rev. ,
Qto reacts 4 Q Per tas7AuArtam Q tasTau.47tm O rinat O Petitst issncrie verrrcarton tasparrte taspecitos assetetta tuse suut:s O ras,tcTien cartr Es. au, anetrcante stas sar:Facrant
! O 88sntfien CertsTts. unsar!FM0er IT0us L!sTED stug GC tasstCTOR aart arm =.
- ~
INSPECT!Dit ATTRIBUTE 5 aars 8'
! 11 11
- 1. Required modifications have been completed and accepted. l l I l l
- 2. All items shoem on the prati=iaary "As-Built" dravias, l unsatisfactory inspection report. and AFC drawing have !
been incorserated on the final "As-Guilt" drawing. 1 TaAtemen hav ff==1 dratina verification was accomplished l r Fis1 A verf fica f st! l l
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sousas (suss.specg.gyg.) Drawing Iso. and Rev. I
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i u !.R. CLOSED O .-- I 1t9/05 4/M 1 e e
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l TUGC0 INSTRUCTION O . TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev. 6 Paga 33 of 82
- CPSES -
OCT .L 3 $88 Major Rewrite - No Change Bars ATTACHMENT 5 t a sTit rot.vr!FICArton sisToe l so . < - e, w o n ose,i so. o. tenen e, wo, nn ,es, AnCDer From d0 te (Met includinf) AnCAer From Up te (Not (ricluding)
- 1 u2 2 u 1, ,, ,
5, 2 2 v2 es 2. 21 j 2 v2 3 CC 21 22 - E T11 f f 5 v2 1 ;; i; n 5 5 U2 we '
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3 M 36 37 5 SS 37 38 7 . ff h y 13 14 W ? 4 39 40 14 gg U W 'O 41 *
. 15 17 3 15 17 1 17 18 I 18 19 i
!mfts: 1.
Stamped latteps snell be en too (tareaded). and of holt.--. 3J.-Staa.staso. ,tqnities..h11t1 super meth
; bol ts.
- 2. Belts of IS-taca length and greater may be stasood with i
> nummer corresoonding to tne neit lengta in inenes in the
- same manner instead of the stamped letters as listed ateve.
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. . i TUCCO INSTRUCTION !
TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev. 6 Page 34 of 82
- CPSES - OCT 131986 Major Rewrite - No Change Bars
~
ATTACHMENT 5 (Cont) MINIMUM BOLT CLEARANCES * (INCHES) MINIMUM DISTANCE TO Hilti " Abandoned Hilti Bolts or Bolt Richmond Holes and Embedded Anchor Size Screw Anchors
- Concrete Edge
- Bolts that are Cut Off or Unused **
1-inch 14-inch 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 O 1 3/4 1 1/4 10 1/8 11 3/8 12 5/8 14 3/4 16 17,1/4 3 3/4 5 6 1/4 1 1/2 2 2 1/2
- Measured center-to-center of bolts and bolt center to edge of concrete in inches, excluding Richmond screw anchors to edge of concrete.
** Minimum spacing between holes covered by this column shall be measured center-to-center and based on size of hole being drilled. (e.g.,
pilot hole spacing is based on pilot bit size. Locations closer than the above distances shall be used only upon approval ! of the Engineer. l l Hilti bolts any be installed as close as practical to unused Richmond screw
~ -~
- ~ anchors which have been plugged (i.e. , grouted, Richmond screw-in plug or snap-in plug, etc.).
Unused Richmond screw anchors located nearer to Hilti bolts than the respective distances shown above may be used temporarily for construction purposes when the applied load is: (a) For 1" Richmond anchors, less than 8,000 pounds minus the actual load supported by the Hilti bolt; or l (b) For ils" Richmond anchors, less than 20,000 pounds minus the actual load supported by the Hilti bolt.
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7 _7 TUGC0 INSTRUCTION QI-QP-11.10-9 Rev. 6 9". TEXAS UTILITIES GENERATING p O CO. Page 35 of 82
- CPSES - OCT 3 G86 Major Rewrite - No Change Bars ATTACHMENT 5 (Cont)
- MINIMUM SPACING BETWEEN HILTI EXPANSION BOLTS Hilti Bolt CENTER TO CENTER SPACING TO:
Size 1/4"Hilti 3/8"Hilti 1/2"Hilti 5/8"Hilti 3/4"Hilti 1"Hilti 1 1/4"Hilti 1/4 2 1/2 3 1/8 3 3/4 4 3/8 5 6 1/4 7 1/2 3/8 3 1/8 3 3/4 4 3/8 5 5 5/S 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 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 Dimensions in inches.
- The minimum spacing outlined in the above chart applies to Hilti
- bolts detailed on separate adjacent fixtures.
Hilti bolts detailed on an individual fixture drawing may have less than the minimum spacing tabulated above. Such fixtures
- have been derated by engineering justification and are the -
responsibility of the organization issuing the respective fixture drawing. Installation in this case shall proceed in accordance .1 with the fixture drawing. J v *
._ _ ' " . . .. . . . . . . . . . . L . . ._ . : _:.. . . . . .. . . . . , . . . , . , . . . . . .
]_/ TEXAS UTILITIES GENERATING CO. p TUGC0 INSTRUCTION QI-QP-11.10-9 Rev, 6 Page 36 of 75
- CPSES - 3 ggg Major Rewrite - No Change Bars ATTACHMENT 5 '(Cont)
Where embedded angles are used for framing water tight door or removable block wall openings, the minimum clearance from center line of Hilti anchor to the opening edge is 5" + 5 times the Hilti anchor diameter. .
- Edge of .-
Center line of opening Q11t1 anchor
+3 E
, ~) Q-d= Diameter of
. Hilti anch.or j -
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O TEXAS UTILITIES GENERATING CO. d>. TUGC0 INSTRUCTION QI-QP-11.10-9 Rev. 6 Page 37 of 82
-cms- OCT 131955 Najor Rewrite - No Change Bars ATTACHMENT 6 .
ASTAt AAlh ZCE CAAnt' AqA2V/A C3 FCA STEEL , SQL73 AND 3C26W3 l CRBCS M64KIMC l ZMCISICAideM l =0 7tRidL l l2C . C22C6 i LQw 04 MdQruM Cogegu T(fL 237m*A401 l LQw CDR40M ZTtfL ue megg 404
- CRA04 & I Lew 09 udska/M Codeed ZTt4L E
mtOMIM CAS40U Zit4L. 247, , y ,,, OtMUCMtQ AIQ 74det24Q ; l sag . cosag u saw Cass0u metrtusstrC : rett. QVtUCNto du0 Tim *ttdC . am 037m
- 2423 mto/VM C2480s 27ttL.
- Tvnti outusgt4 auc rtantt(C
. 237 2222 Les o' Csgsgu unorgadryc gyggg attu o est*a RTuotoutorC CONO 10N tvnt a tweefutomc 27ttL). >
gygygygg gua yggeqpgn ASTM e AJS4 Lew DLLOY Sf4GL. Osa CROQt AJ QutuCMLQ Aun 74m9tetC 4 AZTM =2J34 LQw DLLOY 27tfL. \ CR006 4C QutuCMLC Bud TCa**titQ j 1
- M64tum CD440M ALLov 27664.
sat . C,,ag y aunuca4Q aua remoula. AOL L ThetAQto stifR ue(af retatuqu 7 3&L
- GUnd 4 antCaum Cd440u JLLCs Jitik, augueugnnun rquagego dJTae - 8 J4e alloy JTti t..
C#And AD QutNCath AMO Treentpro
' sa 22TM . A ese ALLev 2TitL, Out.utato suo rtM* toto i
Note: All bolts shown on this attachment except those marked ' with an asterick (*), are considered "High Strength" OLS) as shown_on_the,, Engineering drawing for the purpose ; of this inscruc.t. ion.
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l 9 TEXAS UTILITIES GENERATING CO. > ' TUCCO INSTRUCTION QI-QP-11.10-9 Rev. 6 Paea 38 of 82
- CMES -
00T 131986 Major Rewrite - No Change Bars i 4 ATTACHMENT 6 (Cont) l A- M.5 m A-448) SBNDARD 'RUmm"AUUP2tti .1dettnEfCATtou MMM1HG~ ~
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. . e TUGC0 INSTRUCTION s TEXAS UTILITIES GENERATING CO. p QI-QP-11.lo-9 Rev. 6 )
Page 39 of 87 )
- CPSES -
10d 9861gi'ewfite-NoChangeBars Major R ATTACHMENT 7
- y. . ,
+ b- .
4.- WTm ~ 4 r 1 . , AMERICAN STANDARD CHANNELS D Dimensions for detailing ,e QMa a none. osannen Y det. f. D Ye Deseneem y y D y
*/
T a T A & e y*e in. in. s m s, : w i .in. ;i i i s j in. Clax50 15 3% %* ..% % 3 12%1b tu % % 1 2% x40 15 3% % % % 3 12%ilb 2M b % 1 2 * .' . . x33.3 15 3% % % k 3 12 %1b 2% b % 1 1
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C12xE 12 3% % % % 2% 9%1% 2% b $ 'n 1% x3 12 3 % % b 2% 9%!1% 2% b % n 1% X3.7 12 3 % b % 2% 9%1% 2% % % 5 1% C 10xJD 10 3 h % b 2% 8 1 2% % b % 1% x25 10 25 b % % 2% 8 1 2% b b % 1% x3 10 2% b % b 2% 5 1 2% k b % 1% x15J 10 2% b % % 2% 8 1 2% % b % 1% C fxa 9 2% L N % 2% 7% % 2% % b % 1% x15 . 9 2% b b % 2% 7% % 2% % b % 1% X13.4 9 2% b % % 2% 7% % 2% k b % 1% C 8x13.75 5 2% % % % 2 5% % 2% b % % 1% x13.75 8 2% % b % 2 5% % 2% % % % 1% x11.5 8 2% *% % % 2 8% % 2% % % % 1% C 7x14.75 7 2% % b b in 5% % 2% % % % 1% x12.3 7 2% % b b in 5%'E 2% % % % 1% x 9.8 7 2% %, b % in 5% M 2% % % % 1% C Ex13 6. 2% b b b lu 4% % 2% % b % 1% x10.5 6 2 b b b 1% 4% % 2% % % % 1% x 8.2 6 'LE b b % 1% 4% % 2% % b % 1% C 5x S s 15 b b b 1% 3% % 2% % % % 1% l x 6.7 5 1% b b % 1% 3% % 2% % b - - C 4x 7.25 4 li. b b b 1% 2% % 2 % % 1 x 5.4 4 1% N b b 1% 2% % 2 % % - C 3x 6 3 1% % *% b 14 1% % - b b - - x5 1 1% % % % 1% 1% % - b % - - x 4.1 3 1% % b b 1% 1% 8b - % % - - h _ inom me sessener snee Aa8EfttCA88 INSTITUTE OIP STEEL CopeSTIIUCTeoft I l
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TUGC0 INSTRUCTION G. q TEXAS UTILITIES GENERATING p CO.QI-QP-11.10-9 Page 40 of 82 Rev. 6 -
- CPSES - .g ggg Major Rewrite - No Change Bars ATTACHMENT 7 (Cont) l
\
l
, ;t-< , = + .b - ,
A.- WTs. 91SCEll.ANE00S CHANNELS , 2 , . . pm Dimensions for detailing '
. m
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6 naase camines. Y M f. *
" Use on enseen sy D "'"
T a T A a e se,ee 4 i 1 i n Ii y im . i MC Mx$s is 4% % i' % % 3% 15 % 1%. 2% % E 1 2% xst.3 la % b 3% 15 % 1% 2% %% 2%
. 4% % 1
\ xe.a M 4 J6 % % 3% 15 % 1% 2% b % 1 2%
x42.7. 'M 4 % b % 3% 25 % 1% ZW W % 1 2% MC ux!O u 4%. % % % 3 % 10 % 1 % 2% A % 1 2% xas D 4% % b % 3% 10 %i1 % 2% % 1 2% x25 U 4% % b % 3% 10 %l1 % 2% % b 1 2% x31.8 U 4 % % k 3% 10 % 1% 2% b b 1 2% i MC12xs0 12 4% % % b 3% 9%Il 2% A % 1 2% xe 12 4 % % % 3% 9%llb 2% % % 1 2% x40 12 3h % b b 3% 9%l1% 2% % % 1 2% x35 12 3% % b % 3% 9% 1% 2% % % 1 2% MC ux37 12 3% % % b 3 3% 1b 2% %% A 2% x32.3 12 3% % % % 3 9%llb 2% b b n 2% , x3D.S 12 3% % b % 3 9%ilb 2% % 4 2% MC12x10.8 12 1% b b % 1H 10 % % 2% % % - - t MC10x41.1 M 4% b % % 3% 7% 1% 2% h b E 2% I x5.8 M 4% '% b b 3% 7% 1% 2% % % E 2% x23.5 m 4 b b b 3% 7% 1% 2% % b n 24 MC10x2EJ 10 3% b % % 3 7% 1% 2% b n 2 x25.3 M 3% % b b 3% 7% 1% 2% % % % 2 x24.9 10 3% b % b 3 7%l1% 2% b n 2 x21.s M 3% % b m 3% 7%i1% 2% % % n 2 MC MX 8.4 to 1% % k b 1% 8% % 2% % % - - MC M x 5.5 M 1% b % b 1 9% b 2% b b - - aser neem enes ese==nere seseneseen seer.1.2sJ euer e some. esse 4 m.en==. i srmm e, mai. co eno l
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TUGC0 INSTRUCTION
'm TEXAS UTILITIES GENERATING CO. g>. QI-QP-11.10-9 Rev. 6 Page 43 of.82
- CPSES - s .,
001 . c ;dgu Major Rcurite - No Change Bars ATTACHMENT 7 (Cont) 3< , + b- _ 4. iKT,. ' MISCELLANEOUS CHANNELS s r - _7.a. -,
~
Dimensions for detailing _ h ip i meae. oneense M
- t, *****
** ,e" ,=r $$".e
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sa. sa. in, sa. sa. .in. an. I sa. ' sa. I sa. ; sa. I sa. sa. N MC 9x25.4
- 9 3% b % 3 6% lb 2% % b E 2 9x23.3 9 3% b % b 3 8% lb 2% b b h 1 MC 8x22.8 8 3% % % 3% 5% lb 2% % % % 2 x21.4 8 3% % % b 3% 5% lb 2% k % ,5 2 MC 8x2D 8 3 % % b 2% $% 1% 2% b % E 2 x18.7 8 3 % % b 2% 5% 1% 2% b % h 2 MC 8x 8.5 8 15 h b b 1% 6% % 2% % b % 1%
MC 7x22.7 7 3% % % % 3% 4% 1% 2% b % M 2 x19.1 7 3% % % b 3% 4% 1% 2% b % % 2 MC 7x17.5 7 3 % % b 2% 44 1k 2% b % % 1% MC 8x18 6 3% % % b 3% 34 lb 2% k % 5 2 x15.3 6 3% % b b 3% 4% h 2% % % 5 2 MC Ex15.3 6 3 % % b 2% 34 1h 2% % % % 1% x15.1 6 3 % b b 2% 34 lb 2% % % % 1% MC Ex12 6 2% % b ,% 2% 4% 'b 2% %, % % 1% MC3x9 3 2% % % % 1% 1% % - b - - - X 7.1 3 2 % b % 1% 1% % - % - - - seee a permane4= amor team ease: esse-nese sessiasemen seet. 3.ssa sae, ree.ro resseeen es seetener see. t
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l S TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. F QI-QP-11.10-9 Rev. 6 Page 42 of 82
- CPSES -
OCT 13 ?986 j Major Rewrite - No Change Bars l ATTACHMENT 7 (Cont)
, % =% wee +b*
' mWMs.
~~ "
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-- Dimensions for' detailing , __
_ t' WI E
% wee O"as' M
- m,,
h uk-hn ene. a yu . r a r s. a a in. in. in. in. l in. sa. sa. ! sa. ta. sa. in. in. W Uxue - 15 % un 1 % b 5% N% 1% '% 3, % !%
- x105 1s% uu % b % 5% 15 % 1% % 3 b 5%
uu % x 15 u% % % 5% u% in E 2% 5% W MX 85 18 % En % % % 4% 15 % 1% 4 3 L 5% x 77 13 % 8% % % % 4% 15 % 1% n 2% b 5% x 70 M 8% % b % 4% 15 % lb n 2% b 5% i xH 17 % 8% % % b 4% 15 % 1% 2% % 5% i w ux se u% 7% % b b 3% 15 % lb % 2% % 3% x5 u% 7% % % b M un 1% % 2% % 3% x 58 H 7% b % b 3% 15 % lb % 2% % 3% x 45 17E 7% % b k 3% 15 % 1 % 2% % 3% W1sx de 17 5 5 % b b 25 N% lb % 1:t % 3% x 35 17 % 6 b b % 2h 15 % 1 % 2% b 3% l w MX SE 15 % u% E b % 5% 13 % 1% E 2% b 5% x as Is% un % % % 4% u% 1% n 2% b 5% w18'x 7s 1s% s% n % % 4 u% 1% A 2% b 5% x 71 15 % 8% % % % 4 13 % 1% A- 2% b 5% xM M 5% % b % 4 13 % lb n 2% b 5% , x 5s 15 % 8% % b b 4 13 % 1% % 2% % 5% i b 2% .% w isx SB 15 % 7% % % 3% 13 % 1% % 3% 1 X 45 18 % 7 b % b 3% u% lb % 2% % 3% x as M 7 % b % 3% u% 1% % 2% b 3% xM 15 % 7 b b % 3% 0% 1k % 2% k 3% wux n 15 % 5% L % % 2% u% 1 % 2% b 2% x 28 15 % 5% % % % 2% u% % % 2% b 2%
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. F QI-QP-11.10-9 Rev. 6 Page 43 of 82
- CPSE S - OCT _3:sB6 -
1 Major Rewrite - No Change Bars J ATTACHMENT 7 (Cont) s.
%, ,,w _
+ b-a.-.mm n u,
- ~ -~
4 r . W SHAPES
- s. {<, Dimensions for detailing __
W , I FI"*e. we. Ommase o n.. ==- . .
".::l' o .e d "r* 7 7 T . r a a. s. , ,
- m. i,.. . m. . m. .
W 14x730 22 % UE 4% 3b lb 15 uu 5% Zb 7 1% x885 u% 17 % 4% 2% lb 7% u% Ib Zb 6% 1% a xsol 21 17 % *b 2% 1 TM u% en 1% 4% 1% x50 3% 17 % 3% 2% lb 7% u% 4% 1% 5% 1% x50B 15 % U 3% 2b 1% 7% 11 % eb 1% 5% tb d
- x455 15 NE 3b 2 1 7% u% 3E 1% 5% lb w 14x425 18 % 15 % 3b in % 7% 11 % 3% lb 5 1
, x358 H% 18 % 2% 1% A 7% u% 3%. 1% 8% % x270 18 N% 2% 1% % 7% u% 3% lb 4% & a X342 U% N% Zb lb % 7% u% 3% 1% 4% % d x314 U% NW 2b lb 8b 7% u% 3 lb 4% % *
; x257 15 % NW 2 1 % 7% u% 2% lb 4 8b d x34 N% N 1% 1N % 7% u% 2% 1% 4 %
x246 N% N 1% 1% b 7% u% 2% lb 3% % I W 14x237 ' 15 % I5E 1% Ik b 7% U% 2b lb 3% % x228 H 15 4 1% lb M 7% u% 2% 1% 3% b x215 15 5 15 4 1% g 1 % 7% u% Zb 1% 3% b x2n 15 % ITA 15 1 % 7% u% 2% in 3% b x32 15 % 15 % 1% % 7% u% 2% 1% 3% % a x153 15 % 15 % lb E b 7% u% 2% lb 3% % h x184 15 % 15 % 1% % 7% u% Zb lb 3% %
- xDG 15 % 15 % lb % b 7% u% 2 lb 3% % d xN7 15 % 15 % 1% % % 7% HM 1% 1 3% b x158 15 15 % lb % % 7% u% in 1 3% b x150 14 4 15 % 1% % % 7% u% 1% 1 3% b x142 14 % 15 % tb % k 7% u% 1% 1 3 % a I
w14x320 MM 14 % Zb in % 7% u% 2% lb 4 1 G AastA. Case lasTrfhTE OF STREL ConsTIBUCTien , T l- - -_ . - - . . . -'. *~ lY ~ ~ Y'
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TUGCO INSTRUCTION TEXAS UTILITIES GENERATING CO. d> QI-QP-il.10-9 Rev. 6 0 Page 44 of 32
- mas -
00T 131986 Major Rewrite - No Change Bars
~
. ATTACHMENT 7 (Cont) 4,
, $ -%- +b-
- WMM
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- Dimensions for detailing , __
r Fl*** w 8'8"""* l os.e. ==- t. %",.' essoween d y y "g*'" T a T A A t. e s A l in. I sa. l 'sa. l in. in. I in. sa. I in.1 sa. sa. i A W14x1M 14 % 14 % lb % b 7 u% 1% % 3 E 5% x127 14 % 14 % 1 % b 7 u% 1% %- 3 % 5% xuS 14 % 14 % % b .h 7 u% 1% % 3. % 5% x111 14 % 14 % h b % 7 u% lb & 2% b 5% xis 14 4 14 % % % % 7 11 % 1% n' 2% b 5% x 5' 14 % 14 % % b % 7 u% lb A 2% b 5% x ET 14 14 % % b b 7 u% 1% % 2% % 5% W 14x 84 14 % 12 % k % 5% u% lb. A 2% b 5% x 75 14 12 % b b 5% u% 1% h 2% % 5% W 14x 74 14 % 10 % % b % 4% u% 1% % 2% b 5% x ER 14 la % b b 4% u% 1% % 2% % 5% xR 13 % 10 % % b 4% u% lb % 2% % 5% widx B 14 8 % % b 34 u% 1% % 2% % 5%" x dB U% 8 b b b 3% u% 1% % 2% % 5% x 43 13 % 8 % b % 35 11 % lb % 2% b 5% W14x 38 14 % 8% % b b 3% un 1% SM's 2% '% 3% x 34 14 s% b k % 3% un ik % 2% b 3% x 3e UE 8% % % % 3% un 1 % 2% b 3% W14x 2E UE 5 b % % 2% un 1 % 2% b 2% x"22 U% 5 k. % % 2% un % % 2% k 2%
7 L {q* TEXAS UTILITIES GENERATING CO. P TUGC0 INSTRUCTION QI-QP-11.10-9 Rev.'
.; 6 Page 45 of .8,2 '
- CPSES - . OCT 131986 -
Major Rewrite - No Change. Bars-J ATTACHMENT 7 (Cont)
, p % + b-r.
. ,m -
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W $ I Fl**8 wee es.m.se m,,a,,- .fr. o o.,
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w12x13e . 14 % 12 % 1% tb % 5% 9% 2b 1% 3% b 5% x1El Un u% 1% h b 5% 9% 2b lb 3% % 5%
* . xu3 U% 12 % 1% % % 5% 9% 1% ,1 3% b 5%
x13 13 % 12 % 1% % % 5% 9% 1% 1. 3. b 5% x108 un u% 1 % b 5% 9% 1% % 3 % 5% xM 12 % 12 % % b b 5% 9% 1% % 3 % 5% x 92 12 % 12 % 5 % % 5% 9% lb n 2% 5% x 35 u% 12 % % % %* 5% 9% 1% 5 2% 5% x 79 12 % 12 % % % % 5% M 1% E 2% b 5% x 72 12 % 12 % b b 5% 9% 1% 4 2% % 5% x8 12 % 12 % %' }{e 5% 9% lb % 2% % 5% W12x 58 12 % 10 % % b on 9% 1% % 2% % 5% x 53 12 10 b % b en 9% 1% % 2% % 5% W 12x 50 12 % 8% % % b In 9% 1% % 2% % !% x 48 12 8 b b b 34 9% 1% % 2% % 5% x 40 12 8 % b % 3E 9% 1% % 2% b 5% W12x 38 12 % 0% b b % 3% 10 % lb % 2% b 3% x 31 12 % 6% b % % 3% 10 % 1 % 2% b 3% x 27 12 5% % % % 3% !a% % b 2% b 3% W12x 22 12 % 4 b % % in 10 % % % 2% b .% x 19 12 % 4 % % % 1h 10 % !) F.c 2% b 2% x 18.5 12 4 % % % in 10 % % b 2% b 2% x 14 11 5 4 % b % in 18 % % b 2% b 2% Asassican lastrruts or srm coastaverica
7- _. . .- - - . bj3, % /e
- m. l s TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. F QI-QP-11.10-9 Rev. 6 Page 46 of 82
- CPSES - OCT 131986 Major Kewrite - No Change Bars i i
ATTACHMENT 7 (Cont) A
, y- % + b-
' ~~
'=Giw=.~rs.
W SHAPES , r
-- Dimensions for detailing , s
] i W. 6 I l % w commase ! umme ossem m Them. 8 ; c e ssa d y y T T e f A A. s. e Y sa. sa. I in. sa. I in. in. ,1 sa. p m. is, i sa. I an. l sa. wIsxuz un la% 1% % % 44 fE 1% % 3' b 5%
- XIso u% 1m 1% % b 44. 7% 1% A 1 % 5%
xa ten 14 % 1 % b 44 7% 1h % 2% % 5% x 77 Igg les n b % 44 - 7% lb % 2% b. 5% ! x 72 1s% 18 % '% % % en 7% 1% % 2% b 5% xN 10 % 10 % % b % en 7% Ib % 2% k 5% xa los 10 % % b b en 7% lu % 2% % 5% ! x 54 10 % 1a % % 44 7% LE % 2% % 5% xe Is M .b b b on 7% 1% % 2% % 5% i w 3x e la% a % % b 34 7% lb % 2% % 5% xn 10 a % k b 35 7% 1% % 2% % 5% t x II 5% 8 b b % 3E 7% 1 % 2% b 5% wlax 25 10 % 5% % % 2% 8% 1 % 2% b 2% x 25 10 % 5% % % 2% 5% 1 % 2% b 2% xn 54 5% b % % 2% 8% A b 2% b 2% W 10 x 15 10 % 4 % % % 14 f% % % 2% b 2% x 17 10 % 4 b % % 14 8% E b 2% b 2% x 15 la 4 % % % 1h 5% % k 2% b 2% x 11.5 SE 4 b b b 14 8% % b 2 % 2% l l I
. l i
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TUGC0 INSTRUCTION 9., TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 6 Page 47 of 02
- cm s -
OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 7 (Colt) 4. n
, 5-%-.e+b-. , rs.
~~
l , r . W SHAPES l ,
- s. p Dimensions for detailing --
W b l , W wet h UM geogi g Thaan. i, esswinem d y = " T a T A A. s. e Y In. in. l In. In. in. la. la. la. In. In. la. I in. w 8x87 5 8% .Sie b b 35 8% lb % 2% % ,5% x5s 8% 8%. '*b % % 34 5% lb % 2% k 5% O^ xes xas 8% 8% s% 8% k b
~b 34 In 6%
8%. lb Ib %
% 2%
2% 5% 5% x35 8% 8 % b 34 8% 1 % 2% % 5% x31 8 8 b b % 34 8% % % 2% b 5% w ax2s I 6% b k % 3% 8% % % 2% b 3% x24 Th 5% % % % 3% 8% 4 b 2% b 3% waxa 8% 5% % % % 2% 5% E 2% b 2% x17 8 5% % % 2% 6% % .% 2% b 2% W 8x15 8% 4 b % % in 6% % b 24 2% x13 8 4 % % % in 8% % % 2% 2% xia 75 4 b b b 1h 6% % % 2 % 2% w ex25 6% E% b h th 4% % b 2% % 3% xa su 8 % % % 25 4% n b 2% b 3% x15.5 5 E % % % 2n 4% % % 2% b 3%
~
w 8x!E 4% 4 % % % 1h 4% E b 2% b 2% x12 8 4 % % % in 4% % W 2% b 2% x 8.5 SM 4 h b b 14 4% 8b % 2 % 2% w 5x18.5 5% 5 b % % 2% 3%' % % 2% b 2% x15 5 5 % % % 2% 3% % b 2% b 2% w ex13 4% 4 % % % in 2% % % 2 b 2% l l l l 1 O $6 @ $IE l
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TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.lo~? Rev. 6 Page 48 of 82
- CPSES -
OCT 131985 l Major Rewrite - No Change Bars j i ATTACHNENT 7 (Cont)
~
A
, 5-%=+m-
,7s M SHAPES Dimensions for detailing
, 2 ~
e [-
, i<r Wi k l W wee 8""*' umsm o==se m e. *=- $r e,se ,5ll7e %
< assenessa d f amme **" g 2 s T A h a e reassaar y in. ! in. in. mi. IEl in.1 a. I in. I in.1 in. I km.1 in. i an. in. 4 M 14x17.2 14 4 % k % 15, 12 % % % 2% b % ,% 2% M 12x11.s 12 3% % b k 1% len % 2% % % .- - u tex 22.1 sn 5% % b b 2% 8% A % 2% % L % 2% x22.8 95 5% % % % 2% 8% A k 2% k % A 2%. M1ex 9 to 2% h b W 1% 9 b 2 % b - - I M ax34J s s L % L< W. In ik % 2% % b- A 5% x32.5 s a b b b 3% In ik % 2% % L E 5% M 8x22.5 s 5% % % L 2% 5% A % 2% % % A 2% x18.5 a 5% % % % 2% su M* b 2% L % A 2% M ax 6.5 s 2% k % W 1% 7 % % 2 % b - - l M 7x 5.5 7 2% b % b 1 '8% L % 2 % b - - M 8x22.5 5 E % % b 1A 4% % % 2% % % % 2% x2e s 8 % % % 2h 4% % b 2% b % A 3% M Ex 4.4 5 in k % W n 5% % % 2 % L - - M 5x18.9 5 5 k b b 2% 3% A % 2% % k n 2% M 4x13.8 4 4 % b b in 2% % % 2 % % % 2% xil 4 4 % % % 15 2% % b 2 % % 2% i
.eece a sernisseme near teams enent eemsenere seesammeen seat. L:sJ may reesire roeuemma in inanoner see.
AnscNcJos lasTffuTE OF STEEL CasesTauCTION et.
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. . , j TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. g>- .
QI-QP-11.10-9 Rev. 6 Page 49 of 82 OCT 131985 Major Rewrite - No Change Bars
~
ATTACHMENT 7 (Cont) i h +",
% % .e. ,Ts.
+ m-
, r - -, S SHAPES I Dimensions for detaliing -- A: rie !
\
l
"""8* I wet O'"""**
usees Desen d %. Thiek- 8 m $',*, Please i 0**easeen y asse 1** T e T' A s. e poseener y A sa. in. l he. in. an. in. 44 an. i sa. sa. an. l sa. 5 2,4x13 24 8 % % M E 1% 2 3% b l% 1 4 x105.5 24 75 1% % b 3% a 2 3% % 1% 1 4-3 24x100 24 7% 5 X SB
% % 3% 3% 1% 3 b n 1 4 24 7% A % b 3% 3% 1% 3 %- n 1 4 .
l x 75.5 24 7 h % % 3% 3% IM 3 b b 1 4
- t S 3x 55 2D 7% % 8b % 3% 18 % 15 3 % % 1 4 x5, 3 7 % % b 3% 18 % 14 3 % 4 1 4 S ax 75 a s% % % % 25 15 % 1% % %
X 85.4 3 % 3% 3 5% % % % 24 18 % 1% 3 b % % 34 3 18 X 70 18 4% % % % x 54.7 2% 15 1% 2% b % 5 3% 18 8 .% b % 2% 15 1% 2% b % % 3% 315x 50 15 5% % m % 2% 1% 2% b b X 42.5 15 12 % % 3% 5% % b b 2% 12 % 1% 2% % L % 3% 3 12x 50 12 % 85 x 40.8 5% 2% 5% lb 2% % 8
% 3 12 5% % b % 2% 5% lb 2% % ~% % 3 512x E 12 5% b b b 2% 5% lb 2% % %
x 31.8 % 3 12 5 m % k 2% 5% lb 2% % % % 3 Slex 35 10 5 % % % 2% x 25.4 7% 1% 2% % % % 2% 10 . 4% % b % 2% 7% 1% 2% b % % 2% S ex 23 8 4% b b % in x 18.4 6 1 ZM b % % 2'41 8 4 % % 1h
' 8 1 2% k N - % 2% ,
S 7x a 7 35 % b % 1% 5% % 2% b % % 2% x 15.3 7 m % % % 1% 5% n 2% b % % 2%
$ Ex 11.25 6 3% % b x 12.5
% 1% 4% % 2% % % % 2 5 3% % % % 1% 4% % 2% b m - -
3 3x 14.75 5 3% % % 1% 3% x le
% 2% % % - -
5 3 b b % 1% 3% % 2% % % - - S 4x 5.5 4 2% % X 7.7 4 b 1% 2% %2 % % - - 2% b % 1% 2% %it b b - - 3 3x 7.5 3 2% % % b 1% 1% % ~ % % - - x 5.7 3 2% % b b 1% 1% % ~;% % - - eeen e permessene r tes= emess ame-ensee sesenameaum seas. Las.s m.f essene secuesten es anseener use. 0818825488 38sSTITUTE OF STREL moose
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TUGC0 INSTRUCTION I O TEXAS UTILITIES GENERATING g>- CO. QI-QP-11.10-9 Rev. 6 Page 50 of 82
- CneS -
OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 8 CABLE TRAY SUPPORT l Al , I ,
- das % k r.al m L=tiNcWAL
^*? 3 .
/ - .
?
/
~
I M A CaoSS-SECTIONAL PLANE
. PERPENDICULAR TO SAMid _i STRdcii]RA SdAF'E N I N NAL ^II8 (catt Ar u unac h u .=cz exu.eu,)s e Awy se_
. SEcied A.A i
O? . macr * - -- Accem - I I l / M ed haii *I
; l '- ku .-n /
1 fi il l
!I~ ? f h f WMiWW bt.
I ' A ~l f j g y' f I d'Iktt] I d I [G@
's b
' l
- l .
l ' I I r l-S fi i
% MI- }
f [ l l nam.Iat ll , I l I
- I
/- Holes or bolts are in same cross sectional plane.
i!' ' _**_ , Holes or bolts not in the_same cross secti,o _nal_pi,ane, , , I must be 2" or greater centerline to centerline. g* pq y ,.
-*6 , . ,, 4
, 9,, . , , ,
.a- , -
, . _ . . . . . . .. \ TUGC0 INSTRUCTION a' p 'QI-QP-11.10-9 Rev. 6 j TEXAS UTILITIES GENERATING CO. 0 Page 51 of 82 001 ia 1985 l
- CPSES -
Major Rewrite - No Change Bars L'IACIDENT 8 (Cont) CABLE TRAY The following criteria shall apply to holes in the cable tray ' stringers in the vicinity of the cleaps. Espairing of holes ~ ~~- in cable tray stringers is required'if: (1) Minimum dis anca between edges of holes U16*. _ _ _ 'l"* b (2) One or more existing (unused) hole (s) lie in the same cross section with an oc:upied hele(s) (used) or existing hole (unused). An excettion is made for manufacturer's holes. See (5) below. F r* F
%s unused hole to be repaired -
b_. _y _ i
. unused hole to berepaired unused hole to be repaired' e \,a
' {. - - * ' unused hole j unused hole --=-o us'ed hole ' to be repaired 7 q cross sectionj [ .)' 6 (IIPI ' used hole 4 1__. ,_ _,,} used hole-- y
-4
_; b _I ,,,,, L L L. - (3) Tne ' dias:e:ar of existing (unused) hole is greater than 3/4". i a n-11
- i t
i A s1ctied cable tr y stringer (4) The hole (used) is slotted. hole shall be defined as a hole with a varying j 11/16*. The hole may be redrilled as required. Erfsting (unused) slot.e4 holes with the maximan disension less un l 3/4" need not be repaired. 4 Et%Md. ' J QM. [ l _.u , I Y
. (5) All manufacturer's holes are acceptable (i.e., need not be repaired) provided edge distance between, manufacturer's hole and field drilled
. holes are in agreement with the above criteria.
l
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l t TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 6 Page 52 of 02
- CPSES -
OCT 13 '466 l Major Rewrite - No Change Bars i I ATTACHMENT 9 C:l MANGE PCAE STEM ELICTRIC STATION w mieria IN!PECTION REPORT exaunarion ao. y" rs:wsm-.sg c,cisar;ca N UG ^C. nLe . R NA v.a.L. acc. s so. s c-_' no. sat on cui Lw. uur, no.
, ot.cy.gg,g3 9 g ,,
C rn noctss Q nc :nstwrien g restaurra ins.w:from remissurron tasnetu Q nut
- ssnerros Q tasnciron ntitu Insp. stsArs .
C ssrterta c:>rters, at assucatt artns sartsracrear O intercrran c:>rters. ersartsrac :ar trtas ustra sc.:v oc tasnm art - ira . u Ilf5PECTICN ATTRIBUTE 3 - 3 'C 11 uit ip
- I 8 '"At u
- 1. l Base Metal Damage l l l l l l Mishandling Mark - (dent. scratches, cable marks.
l l l l etc.) l l l l h Mechanical Abrasion - (grinding, filing, etc.) l l l l Arc Strikes /Couges j j l l Misdrilled Holes l j l l Cracks l l l 1 w - u ~.e l l l l , l ' Other (Specify) l ( l l l l
- 2. I i i l Defect Dimensions-l l l Material type / grade l l Wall / plate thickness j l Outside diaseter j
~
l l I I l srnea l i I I I I l l l ao=<s <=. .2nes.m.i i h 14 M9/03 4/86
!.R. CLC3E3 O ..n,,- - , .
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. pp- QI-QP-11.10-9 Rev. 6 Page 53 of 82
- CPSES -
OCT 131986 Major Rewrite - No Change Bars
. ATTACHMENT 10 If base metal defect / damage exceed the below listed requirements, they shall be documented as unsat on Attachment 9.
- 1. If any damage or defect has ,been removed by grinding the repair area shall be no larger than 2" in diameter, be well faired without abrupt changes in contour and meet the maximum depth requirements as listed in Section 2.
- 2. Maximum depth for base metal defects Structural shapes:
- 1. 1/32 inch, for material less than 3/8 inch in thickness.
- 2. 1/16 inch, for material 3/8 to 2 inches inclusive in O thickness.
- 3. 1/8 inch, for material over 2 inches in thickness.
Plate:
- 1. 7% under plate thickness for place 3/8 inch and less.
- 2. 7% under the plate thickness over 3/8 inches, but, in no case, more than 1/8 inch.
See chart below for percentage conversions: PLATE 7% OF PLATE SAMPLE DECIMAL THICKNESS THICKNESS EQUIVALENTS (Thousandths) .
. . 1/64 = .015 1/2 35 1/32 = .031 3/4 43 1 70 1/16 = 0.62 1 1/4 87 1/8 = .125 1/12 105 1 3/4 122 Over 1 3/4 125
( :)- i l e
' ' ~
t l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P , QI-QP-11.10-9 Rev. 6 Page 54 of 82
- cesss -
OCT 131986 Major Rewrite - No Change Bars 1 i l ATTACHMENT 11 NOTES ; i NOTES:
; 1. The details shown in this attachment, together with the following notes are to be used for the inspection of clamps and other attributes shown.
- 2. Attachment 11 specifies those clamp details and dimensions which are for inspection purposes. Dimensicas not given on the preliminary "as-built" drawing, such as gaps, dimensions of field fabricated Burndy Husky clamps, etc., shall be as shown in Attachment 11. For "special" clamps not covered in Attachment 11, details and dimensions shall be as shown on the preliminary "as-built" drawing. Cap require-ments given in Attachment 11A override any clamp gap requirement shown on the preliminary "as-built" drawing. For clamp types specified on l
the CTH drawing as other than type A, C, C and "special", they shall be inspected as a one bolt, two bolt or multi bolt clamp configuration 4 as applicable.
- 3. Tray clamps shown in this attachment may be attached to a supporting tube steel, angle, plate, channel, section, walls or floors as applic-able and as shown on the preliminary "as-built" drawing. If a shim / filler / spacer plate is welded to both the elsap member and the structural member, the plate is considered part of the structural 4 member. In this case any welding unless specifically called NNS on the CTE drawing is considered structural and the veld is safety related.
- 4. Washer plates on one or two bolt clamp details of the connection to the tray of 24" and wider are required, (verify presence) washer plates may or may not be used on tray less than 24". Where A307 round head bolts with standard washers are specified, the conventional symbol on Attachment 11 and on preliminary "as-built" drawing should
' not be construed to represent the location of the washer. The washer .
shall be installed under the nut. Flat washers may be combined with
! flat or bevel washers. No more than two washers shall be stacked.
When a flat and bevel washer are stacked, either order cf stacking is i acceptable. Flat washers may be installed under either or both the
! head of the bolt and the nut; however, the existence and location of 1 flat or bevel washers is not required to be shown on the preliminary ,
- as-built drawing.
, 5. If the irregular gap between the tray and the clamp exceed 3/16, ;
t
. washer plates shall be provided. In case washer plates are used the
! maximum irregular gap of 3/16 is to be measured as a total gap between !. clamp and tray, less the thickness of the washer plate (s) (verify presence). ' l
* . - * *; y , = q o ,__ee,
- _=ee p_ _= . .~ , z y= y _ my e
-.e 3
s e e
TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. g>- QI-QP-ll.10-9 Rev. 6 I Page 55 of 82
- CPSES - OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 11 NOTES (Cont)
- 6. Clamps on both sides of the tray need not be identical.
- 7. For clamp details this attachment specifies that the total clamp dimensions (i.e., height, width, length, etc.) and the dimensions from bolts / holes closest to each edge are to be inspected / verified. The dimensions shown on the preliminary "as-built" may not, in all cases, be recorded in the same manner as shown in this attachment. In those instances QC shall determine that sufficient information exists on the preliminary "as-built" drawing to parait verification of the dimen-sions required per Attachment 11, and shall verify said dimensions of Attachment 11.
- 8. i'he details shown on this attachment shall be used in conjunction with Attachment llA.
- 9. Shims or Filler plates used to reduce / eliminate excessive gaps betvean trays and support member or shims are acceptable for all cases. Shims or filler plates of different thicknesses (minimum thickness of 1/16")
may be combined to reach " Max." thichness for all Attachment 11 and 11A details. Welds, if used, for those shims / filler plates are NNS. The existance/ location of filler / shim plates is not required to be shown on the drawing.
- 10. Inspection orientation shall be per Attachment 14.
- 11. For dimensions showing transverse location of bus duct, the dimension shall be taken ' rom the side of the bus duct cover.
- 12. The leg dimension of angles cut from larger size and used as cable tray clamps (one bolt, two bolt or multi bolt configuration) shall have a tolerance of t1/8".
- 13. Whentolerancesarespecifiedforcumulativegapsvi5 ims or filler plates installed, those tolerances may also be used when no shims or filler plates are installed.
I
. . . . . . . . . . . . . . . . . . _ _ . ~ . _ . . . _ ,
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p QI-QP-11.10-9 Rev. 6 b' Page 56 of 82
- CPSES - 3 gg Major Rewrite - No Change Bars ATTACHMENT 11 (Cont)
E FOR
- s0LT,
/ -
-Ii( -o. 4 )
p . y
- WIOTH OF THE TRAY LIP ( MIN) iE E -
. j
- y S CLAW I CLAW 2 w -
( -04 ) ."$ 2 E 7.g TRAY-lg SUPPORTS O, {-
.a l____..J 9
mieER a g
- ( SEE CTH Ij t 2}) .
SECTION A-A DE AIL C ' MOTE: CLAW OIMNSIONS SHOWN ARE TO BE
- YERIFIE0 FOR FIELO FABRICATED -
CLAWS ONLY. CLAWS VHICH ARE NOT HOT DIP . IRREGULAR GAP GALVANIZE 0 ARE CONSIDERED FIELO (SEE NOTE 2) - FA8RICATEO. - FRICTION BOTTOM FRICTION
- FRICTION TYPE CLAW OF TRAY TYPE CL i
TYPE CLAY X FILLER R. X BOLT FOR RAY CLAW ( IF REQ
- T= MA'X) ( ( A30T OR HS: N f 9 TRAY SEEDETAIL{A ON SH 2 0F TRAY W/ WASHER . I
~ ~
J , eum se SHIMA I MAX 0T0h IRREGULAR (Q) CAP } ( MhX) Ot-}.+f3 GF 0F jt ttAX) SEE DETAIL C - i
& NOTE 3. GAP ( SEE NOTE 21-
, NOTES: l 1.FOR WASHER ORIENTATION ANO DETAILS SEE ATTACHENT
- 2. TOTAL GAP (TCP (R) 'A.N"[50TTOM (S)')' [Ndi~TO EXCEED O 3. IRREGULAR TOTAL GAP U t V S l APPLICA8LE A ANO G CLAWS.
- 4. CLAMP 5 1 20 2 NEED NOT BE IDENTICAL.
AND A CLAWToSk.OR TYPE ' A' C_ AMP ( TRAM F CTION) , i r
. = . . . = _ _ . __
, . ==_: = := : . _ _ - - - . _ = _ _ _ - - -
l 8 TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 6 Page 57 of 02
- CPSES -
OCT 131986 Major Rewrite - No Change Bars l ATTACHMENT 11 (Cont) l l CUT IF REQUIRED TO CLEAR ' ifMIN INTERFERENCES P
' / )0LE FOR 3") BOLT I ~ '
( TYP)
* ' *3
/ .
X llac : ll HOLE HOLE
;- O s.M \ A_ SHIM E.8ETWEN TRAY 1
& SUPPORT { THK (MINI TRA ,
( LENGTH & WIDTH TO SUIT)
/ //
[ h ! .
/
x
'\l r;
f uso
. r0 SUIT .
SUPPORT TRAY CLAPP l W .
\.
! ,/
'V . ..
BOLT AT GAGE NOTES TRAY LOCATION OF SUPPORT SECTION 1. SHIM PLATE MAY BE FIELD FABRICATED (SHOWN OM CTHy AND PAINTED WITH GALVAN 0X PAINT.
- t. WELDS FOR SHIM PLATE TO CTH PEPtiER ARE MON-SAFETY RELATED WELDS AND i NEED NOT BE INSPECTED.
f.LeLN. i TYPE ' A' CLAMP (TRANSVERSE /FRICTIONI SN.2 0F 2 ,
.._::: 2 . .__ :-_c__,- . -
-l__-_,.... : : '
- 1.~L~::_:::_.- _ _,: LL- .: , -_ . -
l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. G* QI-QF-11.10-9 Rev. 6 l Page 58 of 82
-"~ OCT 131986 Major Rewrite - No Change Bars 1
ATTACEMENT 11 (Cont) Ri IN. THK WHEN WELDED i AljMIN. d g 1{ MIN
- FOR CLAW WELDS
/ # /
/ }"1{MINe SEE.CTH DRAWING
)f 1{ MIN */
' ' " IF NOT SHOWN ON THE DRAWINC. VERIFY 7 r,
g THE WELD SHOWN HERE 7J ,l a. 5 ,_ j M ' h f CUT IF REQUIRED To CLEAR INTERFERENCE liMIN - HOLE FOR Pd BOLT ~ /
. . PLAN WELDED. TYPE ( FIELD FABRICATED)
' ~
- 2{ ( M. -j) *C CUT IF REQUIRED TO l{1 MIN CLEAR INTERFERENCE.
- E n
* ' ~
j k ILLER EIF REQUIRED ' . 7 ( SEE DET Al ~"~ FOR BOLTED TYPE ONLY BOLTED TYPE NOTE: CLAW SIZE DIMENSIONS ARE PROVIDED FOR VERIFICATION OF FIELD FABRICATED CLAW S ONLY.ALL CLAMPS NOT HOT DIP GALVANIZE 0 ARE TO BE CONSIDERED FIELD FABRICATED. CUT IF REQUIRED TO CLEAR liMIN I /~ O.LE FOR 4 BOLT I 'I ' (TYP)
- * ' ~~
b
/
,N
~~
~
hG(SEE CTH DRWG FOR ANCLE OR CHANNEL SUPPORT M.MBERS) M X FILLER (HOLE CHOLE,j/- [ THK=i
\ SUPPORT EMBER DETAIL A TRAY SHIM P- (M) DIM. NOTES:
1 IN. THK l gg:g3 1. SHIM PLATES MAY BE FIELD FABRICATED AND PAINTED WITH ( MAX) - GALVAN 0X PAINT. CUT TO j
- 2. WELDS FOR SMIM PLATE TO CTH E MIERS ARE .
SUIT ., , r-TRAY CLAMP .NON-SAFETY RELATED AND NEED NOT BE INSPECTED.
- 3. IRREGULAR GAPS BETWEEN TRAY CLAMP / SHIM PLATE AND SHIH SUPPORT I 2 PLATE / STRUCTURAL MMBER SHALL NOT EXCEED y IN. EACH.
- 4. IIAXIMCI CLt!UI.ATIVE CAP BET'T.C! C .A T-TRAY. TRAY-SHI:1 Al*D ,
Ot +) . d ) 0 To i O [pSOLT
- -
- FOR BUS DUCT LENGTH OF WLD IS 1 INCH MIN.
ee FOR BUS DUCT THE LENGTH OF THE CLAMP MAY BE 2{( +i.-j) TYPE ' C' CLAMP THE WIDTH MAY BE 3( { } AND THE w/vASHER ( A-30T MINI ( TRANSVERSE / FRICTION) THICKNESS AS INDICATED FOR
- (SH 1 of 23 WELDED OR BOLTED TYPES.
~
g ' alGC0 INSTRUCTION 0-9 TEXAS UTILITIES GENERATING CO. P f,l 11 9 g2
- CPSES -
OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 11 (Cont)
- TRAY U CLAW 3 TO SUIli TRAY
, y x
\,*' .
/ / l/
/' /
} SHIM P.(MIN?
SEE NOTE l
- FOR 80LTED
.G TYPE ONLY CUT FROM STANDARD
/es PLAN TRANSVERSE TYPE - -
CLAW i \/
.% --f- V/
. f .
#~
/
% TRAY PLAN Nef c. 51 RAY l CLAW UAY .I. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH GALVAN 0X PAINT.
WELD FOR SHIM PLATE TO CTH-ffMSERS WPPORT} ARE NON-SAFETT RELATED ANO OPTIONAL, ANO NOT TO BE INSPECTED.
/ 2. FOR WASHER ORIENTATION & OETAILS
,, j SEE ATT.11 A.
~
3 -
%, % g TYPE ' C' CLAMP ,
( TRANSVERSE / FRICTION) SH. 2 0F 2
- ~~-- _ _ _ _
~ ~
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 6 Page 60 of,82
- CPSES - OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 11 (Cont)
' CL
'AW 1 CLAW 2 TRAY IA P d MIN X 1{ MIN
( TYP) 0( -{ ) =
>5 ! .. I ( + UNLIMITED) p .[
BOT OF TRAY j TYP l FOR WELD 2" . .
/ REFER TO CTH DWG SUPPORT ggp y g4p y GAP U :- GAP ( U + V) 5 ) APPLICABLE TO G AND G CLAW S OR G AND A CLAWS.
[. O - EDGE OF TRAY CLAMPS 1 AND 2 NEED NOT BE IDENTICAL. GAP ( Z + W) $ j ( TYP) CtA" SEE DET.A .-
/,. .
CLAW / ,/
,/ /
l /
. /
- _ / J r -
PLAN f $T THIS DETAIL MAY BE USED WHERE TRAY BENDS. ! / IF REQUIRED. THE VERTICAL PLATE MAY BE BENT TO FIT THE CURVATURE OF TRAY, TOP HORIZONTAL PLATE MAY ALSO BE CUT TO MATCH TRAY. Y FOR 'Y' OIMENSION REFER TO CTH DWG. TOLERANCEON'Y"DIKIS2). IF *Y' DIMENSION IS NOT SHOWN ON THE CTH O DETAIL A DWG. CLAW SHALL AT LEAST SPAN ACROSS OR BE CONTAINED BY THE SUPPORT PEMBER. TYPE ' G' CLAMP, SHEET 1 0F 2 2 -
- ~ _ : .-. -
i TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g> . QI-QP-11.10-9 Rev. 6 0 Page 61 of 82 '
- CPSES - OCT .131986 Major Rewrita - No Change Bars ATTACHMENT 11 (Cont) d-
-&f BUS DUCT -
j' ( OR {' ( A-30T . RO HD BOLT ( TYP)
- W/ WASHER SIDE OF BUS DUCT X
~
h ' { MIN
* /
/ ,
f( h .-0) HP- x x p ,
. d_ [
! Y R.\GAPU+V=
~ ~
, y MAX ( TYP)
X l .
' A -
! N j' X j m [! l l X L STRUCTURAL EPSER l j .- .- 1
. FOR WELDS REFER TO CTH OWG FRICTION / TRANSVERSE TYPE ' G'
.i CLAMP, DETAIL FOR BUS DUCT
- NOTES
i 1. TOLERANCES FOR DIMENSIONS X. XI. X1 ALT AND Y IS 2{.
! FOR X, X1 ( OR X1 ALT) AND Y. SEE CTH DWC.
- 2.FOR PLATE SIZE SEE CTH DRAWING. l
- 3. VERIFY EITHER X1 OR X1 ALT AS INDICATED ON CTH DRAWING. l TYPE 'C' CLAtf I SHEET 2 0F 2
=___--.._: . . =.:- =. _=. -- .:-_ == _ . ; -- . = : . . .. _ z_ . = . . . : t: _- _
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p QI-QP-ll.10-9 Rev. 6 Page 62 of 82
- CPSES -
OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 11 (Cont) ( A) ANGLE TYPE BOLTED T.0 SUPPORT E MER. , ANGLE X ( SEE CTH DWG) i WASHER & {
- OR *% RD HD BOLT F~0R TRAY 24 IN. ~
XI XI C ( OT) W/ WASHER AND UP ( AL T) - d I. VERIFY PRESENCE ; l *p BOLT (HS) . W/VASHER TRAY. x
. = x,
. -- -- ??
L SUPPORT EteER - -
~ C iSEE CTH DRAWING O-
~
1 FOR ANGLE AND CHANNEL SECTION) .
- - G ( SEE CTH DWG
. FOR ANGLE AND CHANNEL SECTION)
( 8) ANGLE TYPE WELDED TO SUPPORT MEMBER. ANGLE (SEE CTH OWG . X AND NOTE il WASHER k R TRAY 24 IN. X1 XI 4 g,ORl307)"YROHDBOLT (A W/ WASHER p I , PRESENCE TRAY f4 x L UPM)RT S EMBER -(. SUPPORT MEMBER FOR WELOS REFER TO CTH ORAWINGS. NcT!': C:.NT :1AY BE ANGLE (AS DEPICTED ABOVE) OR PLATE. ONE BOLT CLAMP CONFIGURATIONS
- , SHEET 1 0F 3 t
l _.
-- i - ._ _
. _ I _.(( _ ___ [ 1.__ _ ' I _ _ _ _ _' _ _
l
. l
' TUCCO INSTRUCTION l i
% TEXAS UTILITIES GENERATING CO. p QI-QP-11.10-9 Rev. 6 l 6 Page 63 of 82 ,
j
- cesss - W 13 M Major Rewrite - No Change Bars i
ATTACHMENT 11 (Cont) M p OR ( A-307 BOS DUCT hD HO T W/ WASHER . X1 XI ALT 1 i hT - N o - g
- O ,
a o , i . 4 ANGLE OR CHANNEL (SEE CTH DWG)
! SUPPORT PfMBCR (FOR ORIENTATION SEE CTH DRAWING)
FOR WELDS SEE CTH DWG ! ~ONE BOLT CLAMP DETAIL FOR BUS DUCT t
- O ONE BOLT CLAMP CONFIGURATIONS l SHEET 2 0( 3
.. . ........u.. . .
7= TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. p QI-QP-11.10-9 Rev. 6 6 Page 64 of 82
~*"- OCT 131986 Majo'rRewrite-NoChangeBars ATTACHMENT 11 (Cont)
NOTES:
- 1. ANGLE OR' PLATE MAY BE'BCIT TO FIT THE CURVATURE OF TEE TRAY.
; 2. ANGLE THICKER THAN SHOWN ON CTH ORAWING IS ACCEPTABLE.
THE PEASUREMENT
- 3. FOR X, XI OR X1 ALT AND Y DIMENSIONS REF{R TO CTH ORAWING.
TOLERANCE FOR THE ABOVE DIENSIONS IS : i *.
- 4. VERIFY EITHER XI OR X1 A'LTERNATE AS INDICATED ON CTH DRAWINGS.
- 5. IF Y DIENSION IS NOT SHOWN ON CTH DRAWING VERIFY THAT IF Y DIHENSION IS NOT CLLUfLtELSER_SP_8 SHOUN ON DRAWINGS, tis OR IS CONTAINED VITHIN THE SUPPORT PEteER.
~
WELD VERIFICATION WID.,SlfEFICE, IF WELD LENGTH IS PROVIDED OU THE DRAWING.
- 6. ANGLE MAY BE TURNED UNDER THE TRAY.
l O T. THE ABOVE CLAtf TYPES CAN BE INSTALLED ON FLANGES OR WEBS OF STRUCTURAL BUILT UP EPBERS. PLATES OR WALLS AND FLOORS AS APPLICABLE AND AS SHOWN O ORAVINGS. ', *
~
- 8. FOR BOLTED CLAPP OVERHANG, SHIM PLATE. GAPS AND WASHERS ACCEPTABILITY DETAILS.
ORIENTATION AND OTHER GENERAL NOTES SEE ATTACHt(NT 1.1.A l j . 1 l 1 ONE BOLT CL APF CONFIGURATIONS SHEET 3 0F 3 i ) ,
* " " ^* '*' *~- ** --. - -.
.[ __[ } }
- 7.
- I
,- ,. l l
< TUGC0 INSTRUCTION i
- J' TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev. 6
- Page 65 of 32
~
- - CPSES - 0CTj31986 Major Rewrite - No Change Bars i
t Y ATTACHMENT 11 (Cont) t I. PLATE TYPE (WLDED TO SUPPORT MPGER)
- 1 .
l tSEE CTH TRAY !!! 4 DWG3 x ! a < ,g g ( 2-) *f RD HO BOLTS y~y lf ( A307 W/ WASHER) E d 1 x 4 ,
~
l } WASHER.'EFOR24IN. x d . u . , .._.. .. a WIDER TRAY-VERIFY PRESENCE FOR W'LO SEE NOTE 3 AND CTH DWG. Y ( SUPPORT MPSER .- SUPPORT MPSER II. ANGLE TYPE (BOLTED TO SUPPORT MPSER) l
- w j'$ RD HD 80LTS l * (A-307)W/ WASHER l
- ANGLE ( SEE TRAY CTH DWC)
I X l T SUPPORT
- E d 1 5 X d -
MPSER ' " OR WALL )WASHERR
~ ~2 FOR TRAY 24 IN. . . E
' wSU3P 0RT PCPSER f fRESENC g,J 7 k
OR WALL N I# l SEE CTH 0WGS .
&mm y ,
~
I
. ( SEE CTH DRAWING l .
FOR CHANNEL & ANGLE SECTIONS) 1 III. ANGLE TYPE (WLDED. TO SUPPORT MPSER) W TRAY N
- X* .
- X1' . ANO
- Y' z
ANGLE (SEE CTM*D , _ 4 [I *- g g f A-30TW/WASMG w
* ,,X,,,,.
x.
, X,,..
DINENSIONS FOR TYPES
' I* . ' II' AND ' III' REFER TO CTH OWG AND i
. j WASHER R x d TOLERANCE PER NOTE 2.
L., FOR TRAY 24 IN. IF *Y' DIHENSION IS NOT SHOWN ON DWG, VERIFY ' - 4 UP VERIFY x , THAT CLAW MPSER SPANS l 4 PRESENCE ' 2 ACROSS OR IS CONTAINED WITHIN THE SUPPORT FOR WLD SEE NOTE 3 MEPSER. VERIFY EITHER AND CTH DWG. SUPPORT q MPGER Xe OR X1 ALTERNATE AS Y IAOICATED ON CTH DWG.
~
l TWO BOLT CLAff CONFIGURATIONS j SHEET 1 0F 3 f , 1 . . -
-._.-.__;_u....__..__._,r...;,_._,.,_,_,_.f,n._,_,,,.. _,,_., , . , _ ;.,.,.....
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. F QI-QP-11.10-9 Rev. 6 Page 66 of 32
- CPSES - OCT 131986 Major Rewrita - No Change Bars 4
ATTACHMENT 11 (Cont) Y p CR hp A-3C7 8US QUCT s A0 H0 ECLT W/VASHER (TYP) l
.....) , AL;ERNATE TWO SQLT X t t x CONFIGURATION
\
g , - O ' I Y i ANGLE OR CHANNEL ( SEE CTH OWG) SUPPORT PEPSER (FOR ORIENTATION SEE CTH OWC) FCR VELDS SEF. CTH QWG Tb'O SOLT CLAMP OET/-IL FOR SUS DUCT l 1 TW BOLT CLM CONFIGURATIONS O SHEET 2 0F 3 1 l 1 l
.. - . . . ,. .. . . . . .. - ,.. .. u :
r a .- . .
- 4 , *.-.. ... ,: ; .*
g
----w- ,y - -
,__-.----,yy
- -,.-e- . - - - . , , - - , - - - - . -%,-,- ---.
~ '
l O
\;$ TEXAS UTILITIES GENERATING CO. P TUGC0 INSTRUCTION P 1 Rev. 6
- cPSES - OCT 13 88 Major Rewrite - No Change Bars ATTACIDENT 11 (Cont)
NOTES:
- 1. THE PLATE OR ANGLE MAY BE BENT TO FIT THE. CURVATURE OF THE TRAY.
- 2. FIELD MASUREMENT TOLERANCE FOR DIMENSION MARKED 'X'. XI. X1 ALT OR
- Y' IS 1 j. '
- 3. WELD /8EVEL IF USED, CAN BE EITHER SIDE OF PLATE. FILLET WELD IS ACCEPTABLE IF j NO UNWELDED BEVEL IS PRESENT IN THE WELD AREA.
- 4. ANGLE THICKER THAN SHOWN ON CTH DRAWING IS ACCEPTABLE.
- 5. FOR BOLTED CLAPP OVERHANG, SHIM PLATE, GAPS ANO WASHERS ACCEPTABILITY DETAILS, ORIENTATION AND OTHER GENERAL NOTES SEE ATTACHtfNT FlA
- 6. ANCLE t%Y.BE TURNED UNDER THE TRAY. .
T. A80VE CLAMP TYPES CAN BE INSTALLED ON FLANGES OR WEBS OF STRUCTURAL titeERS, BUILT UP MEreERS. PLATES OR WALLS AND FLOORS AS APPLICABLE AND SHOWN ON THE CTH DRAWINGS. ' - O. .
'~
I i i i i TWO BOLT CLAMP CONFIGURATIONS SHEET 3 0F .5 O
+ - = = -== s. .u-
l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev. 6 Page 68 of 82
' " * ~ DCT 1319g5 Major Rewrite - No Change Bars 1
ATTACIDENT 11 (Cont) Al PLATE TYPE ( WELDED TO A SUPPORT MISER). X TRAY
- X
- 7. j 'y 'RD - -
~
H0 BOLTS ( NOTE 3) (NOTE 3) Ty ( A30T W/VASHER) - ( SEE CTH SEE cTN Owv. I f I g.. * * *
- ORAWING) . .,
4.. -4. _ 6_ . _. i,,: - -F .
-- x i i
.i .i
... p- - . .
t
.u .
-tt-et-s l- . I i X( NOTE 31-
- X( NOTE 3)
SUPPORT MPEER
~
d SUPPORT MEMBER FOR WELD SEE NOTE 9 AND CTH ORAWINGS. .
...- X X
-. r x ( NOTE ( NOTE 31 3) b X _
x= = ( NOTE 3) .1 ( NOTE 3T
. n f-(X.
, NOTE 3r -
- + - - - - - o f '
- 4. __ . - . ._ 4. . _..
4
- 4. . _ . _ . _. 4. . .
- t i o
-x X( NOTE 31 '
( NOTE 3) E SUPPORT E MBER X( NOTE 3) 1 - La hSUPPORTMEMBER PtJLTI BOLT CL AMP CONFIGURATIONS ' SHEET 1 OF 5
.__ . - a. --
- = ~
, _o-
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev. 6 Page 69 of 82
- mes - OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 11 (Cont)
( B) ANGLE TYPE (SOLTED TO SUPPORT MEMBER) . X _
~
t NDl BOLT
- p RD _. :
X X ANGLE
~
ASHER) (NOTE 3F ( SEE CTH OWG) g ,, Ih0 g , ( NOTE 31
. .i. a lll' l
. ,p TRAY -
- h-h h - . .
x l I l l
"' F.'__'.. __ ., -
--j 5 -- j- 4 -. E
[- .g [ , I
- :: I I X(NOTE 3)-
g X(NOTE 3) Y_ g SEE CTH DWG ( TYP) . CPpBOLT ( NS) & WASH X X ( NOTE 3) _ X (NOTE 3)
-- X LNOTE 31 2x Y ~
-X (NOTE 3)
J t I p BOLT (HS) W/Wa-ska.e 1 G. SUPPORT MEMER
- SEE CTH ORAVINGS FOR G DIMENSION FOR ANGLE AND CHANNEL SUPPORT MEMBERS.
MJLTI BOLT CLAMP CONFIGURATIONS SHEET 2 0F 5
. O. -
.= .__._- _
TUCCO INSTRUCTION 9' TEXAS UTILITITS GENERATING P Page 70 ofCO. QI-QP-11.10-9 82 Rev. 6
- crses - OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 11 (Cont)
( C) ANGLE TYPE (WELDED TO SUPPORT EMIER). ( X X HDl BOLTS *4 RD -* - (NOTE (NOTE ( A30T W/ WASHER) SEE CTH DwG 33 3) I
.g..y '
ANGLE l ": .. . TRAY
. 4. -4. _ 4 4. . "
( SEE CTH DWG) , I,, ; ' ' e '
.. - -)- - x l l l l l
4,4. . _. L . 4 4_.p 4..
.. .. y I i i I a I ,
X(NOTE 3)- X(NOTE 31 SUPPORT MEMBER *--* Y \ SUPPORT EMBER FOR WELD DETAILS SEE CTH DWG X
, =
X X (NOTE (NOTE
- 3) 3) }
a . .
. 4. . _ .
. _ 4. . _
a x _
,4 . _ . ._. f . -..
I
- 4. ._ . ._ . _ 4. .
o a i a X( NOTE 31-X( NOTE 3) - 1-. O HJLTI BOLT CLAMP CONFIGURATIONS. SHEET 3 0F 5
. .,. . ~ . . . .
Tucc0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-qP-11.10-9 Rev. 6 Page 71 of 82
-cesss -
OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 11 (Cont)
- p OR h4 A-307 BUS OUCT 0 H0 Bot.T V/VASHER
( TYP1 FOR HUMBER & CRIENTATION 0F BOLTS REFER TO CTH ORAWING I l ____......... _ . 3 h4Y
\
. xy,,,,
(
. O..J. 'x h >- " .g.
] L l ANGLE OR CHANNEL (SEE CTH DWG) SUPPORT PE!1ER - (FOR ORIENTATION SEE CTH DWG) FOR WELOS SEE CTH OWG MULTI-50LT CLAMF DETAIL FOR SUS DUCT i i MULTI-BOLT CLAPP CONFIGURATIONS SHEET 4 0F 5 l
- -- _, _ _ , . . __ _ .___.-.:_.,_.'~ ' _ . . . . _ . _ _ _ . . _ ' * ' *
*~f".____"'~'*~_____*_*
e- . 44a. a.* . +a A . .--- - ra , . _ .s h TEXAS UTILITIES GENERATING CO. E>. TUGC0 INSTRUCTION O Rev. 6
- CPSES -
0GT 131986 Major Rewrite - No Change Bars ATTACHMENT 11 (Cont) < NOTES: 1. ANGLE MAY BE BENT To FIT THE CURVATURE OF THE' TRAY. - . 2. FIELD MASUREMNT TOLERANCE FOR DIENSION MARKED 'X' AND ' Y' IS
- j.
! FOR
- X' AND ' Y' DIMENSION REFER TO CTH DRAWING.
q ,
- 3. MEASURECTH DRAUING. BOLT / HOLE CLOSEST TO THE EDGES ONLY, UNLESS OTHEA DIMENSIONS ARE 4.
i IF DIE NSIdN Y IS NOT SHOWN ON THE CTH DRAWINC VERIFY THAT CLAW ACROSS OR IS CONTAINED WITHIN THE SUPPORT E NER. 5. ANGLE THICKER THAN SHOWN ON CTH DRAWING IS ACCEPTABLE.
- 6. ANGLE P%Y BE TURNED UNDER THE TRAY.
T. THE ABOVE CLAPP TYPES CAN BE INSTALLED ON FLANGES OR' WEBS OF STRUCTURA BUILT UP HEMERS, PLATES OR WALLS AND FLOORS AS APPLICABLE AND AS SHOWN ON CTH O 8. DRAWINGS. i FOR BOLTED CLAMP OVERHANG. SHIM PLATE, GAPS ANO WASHERS ACCEPTABILITY DET 0RIENTATION AND OTHER GENERAL NOTES SEE ATTACHMNT 11.A.
- 9. WELD BEVEL.
IF USED. CAN BE EITHER SIDE OF PLATE. FILLET WELD IS ACCEPTABLE NO UNWELDED BEVEL IS PRESENT IN WELD AREA. -
~
- 10. OF THE BOLT PATTERN AND NuteER OF BOLTS SHOWN 'IN THIS ATTACHMNT POSSIBLE CONFIGURATIONS IN THE FIELD. FOR ACTUAL CONFIGURATION, REFER TO THE CTH DRAWING. REGARDLESS OF CONFIGURATION, VERIFY 'Ai1 THE DIMNSIONS INDICATED
) IN THISTO CLOSEST ATTACHMENT THAT EDGE. WHERE X IS THE DIMENSION BETWEEN EACH EDGE A 5 e 6 4 t
~O MJLTI BOLT CL AMP CONFIGURATIONS SHEET 5 0F 5
* ~
. - . , -. _ L i - .' ::- : ".,,
- - *' - -<I"
~~
* ' ' ' ~
-:~- -
TUGC0 INSTRUCTION % TEXAS UTILITIES GENERATING CDs P QI-QP-11.10-9 Rev. 6-Page 73 of 82
- CPSES -
gggg gy ygg l Major Rwrite - No Change Bars ) i 7 . ATTACHMENT 11A l Ig , CUT IF - -- , 3
~
CUT IF - C HOLE REOD _g r -NOTES:
-. HOLE FOR 1.0VERHANG OIMENSIONS SHOWN ON CTH QWG.
r japBOLT
+ HAS FIELD MEASURE TOLERANCE OF j.
If +
- 2. WELDS FOR SHIM PLATE TO CTH M MBER ARE NNS WELDS AND NEED NOT BE VERIFIED.
# REF TABLE
- 3. SHIM PLATE THICKNESS SHOWN ON CTH DWG.
DHOLE
- IF NOT SHOWN AS MAX. OR MIN. TOLERANCE ON
' MIN THICKNESS IS : .
BEVEL VASHER FLAT WASHER 4. FIELD MEASUREMNT TOLERANCES FOR DISTANCES OF PERIPHERAL BOLT / HOLES FROM EDGES OF BOLT WASHER ( DIM) PLATES / ANGLES ARE TO BE : i. FOR THOSE DIA DIA
- DISTANCES REFER TO CTH DRAWING.
it 1 - 1 j S. FIELD MASUREMENT OF GAGE DISTANCES FOR ANGLE USED IN CLAff HAVE .A TOLERANCE OF 1} 1 tj FOR GAGE. REFER TO CTH DWG.
- 1) If 6. IRREGULAR GAP SHIM TO ANGLE / SHIM TO STRUCTURAL MreER TO BE i MAX EACH. ,
l T.FOR IRREGULAR GAPS BETWEEN TRAY AND CLAMP i li li GREATER THAN d USE WASHER PLATE ( S) . 8.FOR TRAY CONNECTIONS AT TRAY SPLICES,
.NU.T.SJITH BUILT-IN VASHERS AR.LAJCEP_IABLE 80LT FOR BOLT FOR WI -OR
'-.TH ~ ~ -UITHOUT
~ ~ ' " - ~ - THE
~ USE OF STANDARD WASHERS '
TRAY CLAMP TRAY CLAMP
" INTERFACE BETWEEN WASHER AND CHANNEL fe l
H AN IRREGULAR GAP OF / i ( MAX) SUPPORT PPORT. MPSER j," MAXSHIM PLATE MPGER _, THICKNESS ~ IRREGULAR GAP
" " ^
TRAY M CbT"To SUIT HEAVY DUTYg. g TRAY TRAY CLAMP l HEAVY DUTY TRAY CLAMP GAPj ( PL ATE OR f(- BOLT THRU BOT OF l SUPT ANGLE) TRAY l { OR " L--- ; g 3 f l GAP } g
...I [
TOP OF STRUCTURAL (I {"["^*I(max) , i ( O1+y) d' 0 TO'y OF SHIM OR TOP BOT OF TRAY [ (\ GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS SHEET 1 OF 3
. . :.... ...a,..._... . . . . , . . -.. .,
O b TEXAS UTILITIES GENERATING CO. P TUGC0 INSTRUCTION P 1 0-9 Rev. 6
- CPSES -
OCT 131986 Major Rewrite - No Change Bars i, 4 ATTACHMENT 11A (Cont) l S. AS SHOWN IN ATTACHPENT jf, A ' SHIM PL TE' SHALL BE CONSIDERED AS A PLATE WHICH j SHIMS A GAP EETWEEN BOTH THE CLAPP AND TRAY AND THE SUPPORT. OR A GAP BETWEEN-THE MATING SURFACES OF THE CLAMP AND TRAY, WHILE A ' FILLER PLATE' SHALL BE CONSIDERED AS A PLATE WHICH FILLS A GAP SETWEEN THE CLAW AND THE SUPPORT OR
! SHIM. -
- 10. FOR BUS DUCT CLAPP, A FILLER PLATE MAY BE INSTALLED BETWECN THE CLAPP AND THE SUPPORT MEMBER. THE FILLER PLATE DOES NOT GO UNDERNEATH THE BUS DUCT. (THE FILLER PLATE MAY ALSO BE CALLED SHIM PLATE ON THE CTH DRAWING). IT IS CUT TO SUIT WITH TOLERANCES ON THE WIDTH AS INDICATED IN NOTE 11, AND TOLERANCES ON ITS LENGTH AS FOLLOWS:
OTO} (TYP) g
- 4 7
I R SUPPORT [ u i STEEL T i I f 3 ( ' 3 OT0d ~ l (TYP) 1 n Q i GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS SHEET 2 0F 3 i e - 7"_ '
-_ - - - - ^
! TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. - P QI-QP-11.10-9 Rev. 6 Page 71 cf 82 j O()
- CPSES -
OCT 131986 i Major Rewrite - No Change Bars I ATTACHMENT 11A'(Cont) ,
- 11. WIDTH OF THE SHIMS ( OR FILLERS FOR BUS DUCT) BETWEEN THE 80LTED CLAW $ AND THE SUPPORT PEPSER IS AS SHOWN ON CTH DRAWINGS. IF NOT SPECIFICALLY DETAILED ON CTH DRAWING THE FOLLOWING SHALL. APPLY.
- BOLT / HOLE -
j , AS IN CLAMP 3 o g T 2 :n o j f * (y 7 1 ey m i
~ ~
! **1-7/16" IF CUT TO C1. EAR INTERFERE::CEs . FIELD CUT 4
-TO SUIT i .,
? ,
i 12. FOR BUS DUCT CLAW. WHEN THE SHIM PLATE IS INSTALLED BELOW BOTH THE CLAW AND 'l THE BUS DUCT. THE TOLERANCES ARE AS SHOWN BELOW: i '
~
0 To j d - j l 0 TO } - / BUS DUCT jMAX -- {TO [ [ BUS DUCT I - FILLER 4
,~fy, f- RT r SHIM { SHIM .
10-TC-i- 0 To {' -- -
~0Toi l -
- it sq A x. THr. 4." ~
- t -
l HAXTHK{-
- O GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS
- SHEET 3 0F 3 i - t we-v.~ .,.8._-,m,_,.__9 ,y ,,_m., ,_ _ _ . _ _
.__,___e '- -
6-ew--e-
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P - QI-QP-11.10-9 Rev. 6 Page 76 of 82 ,
- cesss - OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 12 L 6x6x3/4 ,
[] C6x8.2 FURN W/CTH-TYY n,= ,= = = = _ = = = =s l I != != = = = = = = = = $ 11 I s- 7 ll l C6x8.2
, T.RW l_a
- - - hf i 11 '
. CTH-XXX O:
~
1 L 6x6x3/4 I 'l w [ ] 3' + 'I ' T_R_A_Y_ l_ ,' g C6x8.2 a 9l- 4 . I l C6x8.2 FURN W/CTH-XXX b ..I l
,= a 9- i . i .
i = = = = = 3:e ===d y ' 3- , e a CTH-YYY 1 EXAMPLE OF MULTIPLE CTH'S l CONNECTED TO COMMON BASE ANGLES O-I i ' _- --- -- _ L :L:_*- _. .~' _ T. _ . _ -. * *: ~ *
. _ ~ ~~ " ^ 2 ' . L _ ;
* * ' ~ "
T_"'L ll ._l_ _ ' - lC: _ _ _ _,,
t i
~
TUGCO INSTRUCTION TEXAS UTILITIES GENERATING CO. P. QI-QP-11.10-9 Rev. 6
- 4 ,
Page 77 of 82 . I ! - cesss - OCT 131986 Major Rewrite - No Change Bars l l 3 i ATTACHMENT 13 l i CTE NW.BEp i DAT!
$T
. *- CORRECTION!
- SEgCRIPTION OF ATTRISOTE s- g CineLETIE
$ a DOCRIENTATION DISCREPENCT (INITIAL)
- 1. Inspecties report sunser has seen i assigned to inspectima report.
I 2. CTE Identificatise is correct in block 3.
- 3. Su11 dias, elevation and rosa J eunbar correctly etered la blech 6 I
- f. laspectico precedure revisies is correctly entered in black 7.
} 3. Inspection results are ladicated i la block 10. 1 1 4 6. Inspection report has signature.
. badge and correct date entered.
5 '/
- j 7 All attributes are caechad Sat, j Desat er N/A.
- 3. All Umsat ces41tions are described
! in a clear and concise manner. l
- 1. Each Osset condities is property referenced to the correct iten on 5 ene merme%.e dwe. (when ane11enhia)
- 13. Corrections are ande per CP-QP.
l 18.0 (ne write overs). i ! E WC2 a mber is referenced La block 13 (when applicable). , & Drawing ouaber and revisica is 1 referenced la block 14
- 3. Inspection report ameer entered se
! (( C 'i~ _.- ' , . . ~ . - . - -
attached dog. and all attachments. E Page eumoers correctly assiseed i f to all sheets. '.. r i 15. Attached drawing has signature, badge and date. W Other
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j D. other . 1 l j j ] s I # tumar. armw . i __,,,g,_,,,,,,, , j . . .
-. = = = . = = = = = - -
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l TUCCO INSTRUCTION P QI-QP-11.10-9 Rev. 6 O() TEXAS UTILITIES GENERATING CO. Page 78 of 82
- cnes - OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 14
- 1. Any exceptions to this attachment vill be individually drawn on ,
the CTH drawing. l
- 2. Clamps (except type C) shall be inspected by viewing the clamp from the outside of the tray.
- 3. Orientation of members supporting clamps shall be determined by the CTH drawing plan or elevation view. Structural member orientation given as part of clamp details is pictorial only and not a required for orientation of the structural member.
- 4. When clamps are mounted on symmetrical support ahmbers (example 1 and 2), all clamp dimensions may be as shown or opposite hand.
B C o
- o-o
- g y
%, o M Example 1 Example 2
- 5. Dimensions used to locate clamps on non-symmetrical structural members shall be taken from the heel of the member, (examples 3, 4, and 5).
4 g O O A -----".-------- g I '
- - A I
1 M
--* e---
A, Example 3 Example 4 Example 5
O TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. P
- QI-QP-11.10-9 Rev. 6 Page 79 of. 42
~ " " -
OCT 131986 Major Rewrite - No Change Bars ATTACHMENT 14 (Cont)
- 6. When clamps are mounted on non-symmetrical support members the clamp dimensions provided on the CTH drawing shall be taken as shown on Example 6.
I P[ 2 [1 r E l' ll l MY ~ ,C UI
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6
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- carp ,
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ex ' _xa 777/ CAL 4AMPDATA/L A$ %CNN 09' MAN /#/
- 777//Al. /LAN' AS WAtsED A _
A _
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Th M .C ~ I gg_ - - D D 6 " E E_
.2m se:
O WM V fMY dd4M @ ELEY v/s w W- t r/tw Y- Y - Example 6
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r TUGC0 INSTRUCTION P QI-QP-11.10-9 Rev. 6 O TEXAS UTILITIES GENERATING CO. Page 80 of 82 '
- CPSES - '
, OCT 131985 Major Rewrite - No Change Bars )
l ATTACHMENT 15 i FLAT PLATE BASEPLATE SHADED AREAS REPRESENTS ALLOWABLE l 1/4" VENT AND FILL HOLE LOCATIONS 1" TYP l < g M l ANGLE BASEPLATE j SHADED AREAS REPRESENTS ALLOWABLE 1/4" VENT AND FILL HOLE LOCATIONS. O. - . ai t rTP . NOTE: NO HOLES SHALL BE DRILLED IN AREAS OTHER THAN SHOWN WITHOUT APPROVAL OF THE RESPONSIBLE l ENGINEER. l l CONCRETE ANCHOR , 1 NOTE: NO HOLES SHALL 3E i DRILLED IN AREAS OTHER THAN SHOWN 3 W/0 APPROVAL OF ' THE RESPONSIBLE ENGINEER. 3
*
- es . . -. ,
____..___a _._......____.__._.._.__.._.-.__.__..___._.._._.._..__.._______;______._..__._._____- _ . _ _ _ . . . _ _ _ _ _ . . _ _ _ _ . . _ _ . . - . _
TUCCO INSTRUCTION p ' TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev 6 i t' Page31 of 82
- cPsas - g g 386 tiajor Rewrite - No Change Bars l
1 3 ATTACIDENT 16 COM o o t PEAK $7 TAM (LECTA!C STATION INSPECTION AEPORT Y," ' " * , s 3 D ;G&aiFrii;3 jDEDT&TIGai&CR 4. galUptUBUCTJsE Jgair,3& Tim CABLZ "1AY SL'PPOR*$ AND Cf V93 3 4 ,, vt c. e. ;4o . pp.a.:. ac astv.6&namat e. fasass a TEU mar .ptst, g.
.i il.0!47 11.10 1 Rev. n ,
[ ta pect!!1 et sati4LA!!> Q intf4LAf ten d" Fin 4 9 79(f(3 talMt?!Cn Q *ttil!Ott> Y tatMC? tem ** relMC?tes ** :a1Mt?!0s ,
- 37. Ig!A 5 C:2tMt!ICA C34ptt!!3. EL AP8t!OGLt tfER$ 1&fl11AC70$f
[ talMt* tan C34 plt?ta, usuitstaC?asf 8798 LitTte HLp - JC .stM& 04 eatt ITD 48. 6 IMSPECTION ATTR18UTE! j3 grg ,, it 'r I. n l This inseection teeert is to be used omie to document 3 l l l. I unsatisfactere conditions (list unset conditions below I l l l 1 I er...co.tia ti .m tc.n. 1 I t i l l I l l
- 1. I Support identificatie. l l l l *
- I I I l
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- 2. I Suecert bettfm l l l l 1 I I l l I l l 1 l 1
- 3. l Sueseet welding i l l i i I l l l i 1 1 I l l l I 1 I i ! I I i i I
- 4. Su0 pert esafiturattoa verification i l l l l -3 l l l l 1 I i I i i i I l i i l i i i i i l I i l i I I . I I I l l l ; . I l l I i 1 i ! I i i
?!9/fM 10/r.6 a
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. . . . . . . .- . , . . . . . . . . . . . , . ~ . . .
i I TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. p QI-QP-11.10-9 Rev. 6 O* - c9sES - Page 02 of 82 OCT 131986 Major Rewrite - No Change Bars i I 4 ATTACHMENT 16 (Cont) CPANCHE PU K !?tM ELEC"It!C !?A?!QN f TUpet.E*CtTAL1 gegryer .
- MR M .4tACLNGS. 181 $NEIT 1 ne.
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- 3. I field fabricated clases
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l l 3 l 4. I Clase end siscellaneous conseneet *Nildina l l l l l l 1 I i i i i i i1 7 l l
) c? - bottina l l
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- 8. O c? - innemitacian/eenfieuration -
it l l l l l 1 ll l l l l l l l l l l 0- I fueaort bearten -l l
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