ML20210D152
| ML20210D152 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 01/17/1987 |
| From: | TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML20210C645 | List:
|
| References | |
| QI-QP-11.10-9, NUDOCS 8705060443 | |
| Download: ML20210D152 (83) | |
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. TUGC0 INSTRUCTION-TEXAS UTILITIES GENERATING CO. >
$ QI-QP-11.10-9 Rev. 7 m Page 1 of 84 s - CPSES - 's JAN171937 MODIFICATION, REWORK AND "AS-BUILT" INSPECTION /VER'IFICATION OF CABLE TRAY HANGERS IN UNIT I PREPARED BY:
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/ I DATE APPROVED BY: Me /If / -/ %/7
/ DATE APPROVED BY: , /-/W W V DATE
1.0 REFERENCES
1-A CP-QP-11.10 " Inspection of Electrical Raceway / Support Systems" l-B CP-CPM-7.1, " Package Flow Control" I 1-C QI-QP-11.14-4, " Control of Material Traceability for Site , Fabricated Structural / Miscellaneous Steel" ,
,.g 1-D QI-QP-11.21-1, " Requirements for Visual Wald Inspection" , ;#
1-E QI-QP-16.0-5, " Reporting of Base Metal Defects" .
..',-/.
1-F CP-QP-18.0, " Inspection Report" 3, ,,., s
- 1-G CP-QP-16.0, " Reporting Construction Deficie.ncies 1-H QI-QP-11.18-4, " Ultrasonic Evaluation of Hilti Bolts" l-I QI-QAP-10.2-4B, " Ultrasonic Examination of Hilti Bolts" l-J QI-QP-11.18-3, " Ultrasonic Thickness Measurement" 1-K QI-QAP-10.2-4A, " Ult.rasonic Digital Thickness Measurement" 1-L TE-TFM-CS-001, " Field Verification Method Unit 1 Cable Tray Hanger As-Builting and Design Adequacy Verification Program" l-M QI-QP.11.14-13, " Separation Verification of Attachments to Loaded E= bedded Plates" -
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- l-N CP-QP-11.2, " Inspect Bolt Installat: on" ion of F8h*etDEdodE AND mo,o.o. 3 sua ENGINEERING USE ONLY PDR ADOCK 05000445 ,
A PDR .. .. . . . .
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. TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. 9> s, QI-qP-11.10-9 Rev. 7 je~'s
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Page 2 of 84 j (j - CPSES - N JAN-17 !987 1-0 QI-QP-11,23-2, " Inspection of Completed Installations for i Separation / Spacing" l 1 , 6 1-P CP-CPM-6.3, " Preparation, Approval and Control of Operation l Travelers" g i 2.0 PURPOSE AND. SCOPE. , This instruction supplements Reference 1-A and shall be applic-l able to all Seismic Category I-cable tray support and clamps designated as Unit Illn all Category I buildings, and provides
- inspection criteria and documentation requirements used to perform the preliminary / final "as-built" drawing inspection /
4 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:
Part I of this instruction shall provide general inspection () requirements which shall be applicable to Parts II and III. 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 conditions of certain specified attributes of the cable tray hanger. Part III of this instruction shall provide specific inspection and documentation requirements used to perform inspection of cable tray hanger and component modification / rework.
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Any weld,' dimension or attribute identified on the preliminary
- "as-built" drawing by Engineering as "IA" shall be verified by the QC Inspector as inaccessible. Inspection shall only be performed on attributes accessible for inspection. No items (i.e. , thermolag, paint, adjacent supports, etc.) shall be removed to facilitate inspection, exceptLas denoted in Paragraph
- 3.7.5.
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. NOTE 1: The main structural steel framework in Room #133 (Cable Spread Room) is excluded from the scope of this +
instruction. 4 NOTE 2: The preliminary and/or final."as-built" drawing will contain a rcfarence to the general notes drawing for O cable tray hangers. This note is for Engineering use ONLY, and is b'OT, applicable for .the inspection' of hanger and ass ociated clamps. -- i e e ad * *
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TUGCO INSTRUCTION TEXAS UTILITIES GENERATING CO. y' > \# 01-OP-11.10-9 -Rev. 7-- 7 % P' age 3 of 84.
- CPSES -
JAN 171937 2.1 DEFINITIONS AND ABBREVIATIONS
- a. CTH - Cable Tray Hanger / Cable Tray Support (includIngcable tray clamps).
- b. Preliminary "as Built" Drawing'- The " CAD" drawing issued by l engineering for inspection purposes. This is not a design verified drawing. I
- c. Final "As-Built" Drawing - The " CAD" drawing issued by;.
Engineering after design verification incorporating all'- completed modifications.
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- d. DCA - Design Change Authorization
- e. PFG - Package flow group '
- f. CAD - Computer aided drafting
- g. IA - Attribute which cannot be measured / verified at the time
,of inspection without physical removal of any portion of the support tray cover, fire protection and/or the relocation of adjacent hardware.
- h. Projection - The maximum distance that the Hilti bolt
~ protrudes from the concrete surface. l.
- 1. H/HKB - Hilti Kwik Bolt
- j. SH/HSKB - Hilti Super Kwik Bolt
- k. B - Bevel washer
- 1. F - Flat washer i
- m. H.S. - High strength (
(
- n. I.P. - In place
- o. Fk'P/WP - Field work point / work point
- p. BTWN - Between
- q. R/RI - Richmond screw anchor !
- r. Design Drawing / Document "As-Built" drawings. DCAs,'and NCRs that are issued after 12/22/86.
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- TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. g> g q1_qp_il,10 9 gey, 7
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- CPSES -
) (' JAN 171987 l l PART I 3.0 INSTRUCTION- . I 3.1 WORK PACKAGES The paper flow group shall issue a work package for each*CTH that shall initially contain the pr'eliminary "as-built" drawing and a pre-numbered inspection report-(Attachment 1). In addition, PFG shall be responsible for maintaining the current revision of the . preliminary "as-built" drawing as well as inserting the Final j i
"As-built" drawings, DCAs, CDRs, rework travelers, and subsequent inspection reports'when applicable. This shall be accomplished-in accordance with Reference 1-B. ;
- 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
*-- 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 "Tafzel". -
NOTE 1: Tefzel tie wraps are blue, standard tie wraps are white. NOTE 2: The unit designation number may or may not be included on the stainless steel identification tag attached to the support.
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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.co 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 procedu e.
, 3.1.3 Material Requirements and Traceability The following materials (ASTM) shall be used unless otherwise shown on the drawing: _
e e, . - - - , ,---.,,,c.,-- - . < ~,,,r .--. - ,.- . .
u TUGC0 INSTRUCTION. ! TEXAS UTILITIES GENERATING CO. > 'p - QI-QP-11.10-9 Rev. 7 I Os '
- CPSES -
N 1 Page 5 of 84i JAN 17 GST
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1 'a. Structural shapes :A36
- b. Base plates - A36
- c. Structural tubing - A500 Grade B i
i 4 Verification of materia 1' traceability is not' required for A-36, A500, Grade B material, A & C't3 e clamp materials, end for , p , material used for shim and filler plates. , Material requiring - traceability verificarign'shall be in accordance with Reference i f>
'/ 1-C. e l
3.1.4 Ghosted Attribucas.on Support Drawings The, cable tray hanger. drawing will contain the as-built inicemation for the specific cable tray hanger number designated on the drawings. In several instances, other cable tray hangers i ; connected to the same base angle or base / embedded plate may be
' r. ., shown " ghosted" on the same drawing. Attributes of the " ghosted" cable tray hanger are not to be inspectad or' verified.
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The examp'le on Attachment-12 illustrates the inspection process.
' to be applied in those instances. If the inspector is
' inspecting t.,TH-XXI, he should not inspect or verify the
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attributes on the base angle (shown ghosted) or.CTH- M . This means that no reinspection or verification of the' anchorages, bearing area, etc...will be conducted. That-inspection verification will be done when-CTH- M 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 INSPECTI0ii
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General Bolting Requirements. For each support the following shall be verified by the inspector as denoted in Parts II and III (Specific Bolting Requirements).
- a. Diameter i I
- 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 1 nut material is not required unless a friction type l
, connection is specifically noted on- the drawing (i.e. ,
A-326-F).
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. '> .,_s 91_qp_11,lo_g gey, 7 [_) 'g /
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Page 6 of 84 Ns - CPSES - ,f JAN 171937 ) NOTE: A friction clamp does not mean a friction type l connection.
- d. Thread engagement (face of nut minimum of flush with top of bole).
- e. Related bolting material (excluding nuts). Hardened washer verification is only required if the cable tray hanger drawings require the use of ASTM A490 type bolts. . i
- 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 macing surface of the member. An irregular gap
('g,,,'} , of 1/16" max. is acceptable between the bolchead, the washer (bevel and flat) and the surface of the member. Caps between bolt' heads and nuts and washers are subject to the 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.
- i. 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.
- k. When A-307 bolts are specified on the drawing or Attachment-
- 11, no verification of bolt or nut material is required, i
3.2.1 Support configuration 1 The inspector shall verify that support configuration is in ' accordance with the CTH drawing and the below listed criteria. l
- a. Verification of,all dimensions and/or attributes shown.
Dimensions shown shall be verified to be within tolerances sI , given on Attachment 2. Significant unit of measurement for - gaps shall be 1/32". Significant unit of measurement for all other dimensions including minimums and maximums sha be 1/16". l 4
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l s e i s ' TUGC0 INSTRUCTION
. TEXAS UTILITIES GENERATING CO. &> . s QI-QP-11.10-9 -Rev. 7
% Page 7'of 84 JAN 17187
+ NOTE: Dimensions shown to depict thermolag and/or' fire blankets shall not be verified by QC.
- 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".
For standard members,-the member cize shall be determined-
- using Attachment 7. Member,s must at least meet the minimum dimensions required for the specified member size, however,.
I if any of the member dimensions fall between two member 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 be required to determine member size.-
- c. Tube s;:ee', or any closed section members used inside the containment having cover plates (cap plates) must have vent
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hole (s) and they shall be shown on the drawing. If vent holes are not present. QC shall document as unsatisfactory on Attachment 1 or 16 as applicable.
- d. All drawing sections, plans ana 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".
- f. When the CTH drawing states " verify presence" for a component, it shall be understood that do dimensional 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 3.2.2 Verification of Supporting Member for Bearing-f Cable tray hanger base members (base plates, base angles,'etc.) shall be inspected for bearing between concrete surfaces and support base. Bearing is acceptable ~if any visible gap is li16" 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 l . permanent shims to prevent base member distortion during torquing
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l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. > s
-.QI-QP-11.10-9 Rev. 7 I i Page'8'of'84~ l
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JAN 171937
- is acceptrble. however, if shims are used, the base member shall be grouted. When shims are used, their existence and location are not required to be shown on'the drawing.
If the gap is greater than 1/16 or shims were used..the base
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member shall be grouted per existing site procedures. Document unsat bearing conditions.on Attachment 1 or 16 as applicable. NOTE 1: Base members which,have been previously grouted by the use of epoxy or cement grout are acceptable. . NOTE 2: Shims and tack welds on shims shall be considered 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 velding process, which exceeds the limits of Attachment 10, it shall.be documented as unsatisfactory on Attachment.9. For allowable undercut, see Reference 1-D. !
. . NOTE 3: Fill / vent holes are allowed in a base plate as specified in Attachment 15, 3.2.3 Inspection of Misdrilled Holes
- a. Misdrilled holes shall be repaired per Reference 1-E. Final-visual inspection of repaired miscrilled holes shall be per Reference 1-D. :
- b. For determining diameter of misdrilled holes a significant I
( t measurement unit of 1/32" shall be used. '
- c. The QC Inspector shall use'the following criteria to assess- I the need for repair of misdrilled holes:
3.2.3.1 Misdrilled holes in the support
- a. All unused holes greater than 3/4 inch diameter.shall be repaired.
- b. Unused holes which are spaced 2 inches or less.(measured center to center) from a used or unused, hole shall be repaired.
- c. No unused hole"shall be located in the same cross-sectional *
\ plane'with a used or unused hole (see Attachment 8 for; !
typical examples of acceptable and rejectable bol-Ihole
~ configurations). - 7*
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i i TUGCO INSTRUCTION
. TEXAS UTILITIES DENERATING CO. g> i QI-QP-11.10-9 Rev. 7 i
.O % / Page 9 of 84 h - CPSES - N JAN 171987 In summary, 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.
3.2.3.2 Misdrilled Holes in Cable Tray For cable tray, each sidera11 shall be evaluated independently. See Attachment 8 for typical examples of acceptable and rejectable bolt / hole configuration. Unsatisfactory configurations shall be documented on an inspection report (Attachment 9). NOTE: If cable tray clamp installation results in holes in the cable tray that violate the requirements of this paragraph, they shall be identified in the same manner O as outlined above. 3.3. CABLE TRAY CLAMP INSPECTION 3.3.1 Cable Tray Clamp Welding - Welding on cable tray clamps and miscellaneous cable tray components shall be inspected per Reference 1-D, the CTH drawing and Attachment 11. ' 3.3.2 Cable Tray Clamp Bolting Cable tray clamp bolting shall be inspected per the CTH drawing, Attachment 11 and Paragraph 3.2. 3.3.3 Cable Tray Clamp Installation /Configuratior. , l Cable tray clamp configuration shall be inspected per the CTH l drawing and Attachment 11. When the CTH drawing and Attachment i 11 conflict, the CTH drawing shall take precedence except for gaps. Gaps shall be inspected in accordance with the requirements of Attachment.11 and ilA. Cable tray clamps shall be inspected using the tolerances on Attachment 2, Attachment 11, and the CTH drawing. However, if conflicting toleranchs exists, the tolerances on the CTH drawing s, shall be used. 1 l
F - TUGCO INSTRUCTION TEXAS UTILITIES GENERATING CO. p> s
-QI-QP-11.10-9. Rev.-7
} ,b__ W / Page 10 of 84~ r V - CPSES - Nf JAN 171987 i Wh'en Attachment 11 and 11A states'" verify presence" for a-component, it shall be understood that no dimensional verification is required and only its existence should be verified. Attachment 14 shall be used to determine inspection crichtation of the cable tray clamps. 3.3.'4 Field' Fabricate'd C1 amps The 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.
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3.4 CABLE TRAY' l The-QC Inspector shall verify that cable tray nominal width,- j nominal depth, location and orientation are as shown on the preliminary "as-built" drawing. s i NOTE: Bus duct - Where criteria in this instruction or CTH i 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 i support, pipe support, etc.) shall be verified as shown on the preliminary "as-built" drawing. Attachment of-thermocouples . l (fire sensor wires), and.1/2" or smaller grounding cables to the 4 CTH shall not be considered as an additional attachment. 3.6 GENERAL DOCOMENTATION REQUIREMENTS- -{ . 3.6.1 Document Review j
- The cable tray hanger Quality Control Supervisor or his designee shall review and complete the cable tray hanger package review checklist (Attachment 13) in accordance with the inspection requirements of this procedure.
l' O NOTE: The cable" tray hanger package review checklist (Attachment.13) shall be'. maintained in the work package until all corrections have been made. After l I ' verification of corrections, it may be discarded. , i
7 TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g> ' QI-qP-11.10-9 Rev. 7 [, \ ># Page 11 of 84
\ - CPSES - b],f ,'
JAN 171087 3.6.2 Inspection Reports l CTH drawings are identified with a unit designation number CTH-1-XXX. 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-F. 3.6.3 Deficient conditions ; i Deficient Conditions shall be documented in accordance with Reference 1-G. 1 O i l l I l l O ' O . l
TUGC0 INSTRUCTION
? TEXAS UTILITIES GENERATING CO, y' > s qt_qp.11,to_9 Rev.17
.:(\_,4l ~'\p %s. - Page'12 of 84.
- CPSES - y JAN 171987 2
1 .PART II + 3.7 INSPECTION / VERIFICATION OF THE PRELIMINARY AND FINAL _"AS-BU'ILT" DRAWING
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3.7.1 Use of the Inspection Report and the Attached Drawing Each' package shall contain a prenumbered inspection report and a copy of the preliminary as-built drawing to be used.as an
. attachment to the inspection report.
The copy of the drawings shall be identified,with the inspection report and page numbers, then signed,-dated and-attached to the body ol the inspection report. Signing of the copy of the preliminary "as-built" drawing shall indicate acceptance of.all , dimensions, attributes and welds shown on the drawing which are not listed as unsatisfactory on the. inspection report (Attachment
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1). 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. 1 Normally only one copy of the drawing shall be used to document
- all unsat conditions (welding,' dimensions,1 configurations, etc.),
however, an additional drawing or attachments may be used.if , necessary. All drawings (s) and attachments shall be . attached to i the body of the inspection report, i [ 4 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 documanced by checking the applicable e block (Sat, Unsat, or N/A) for each pre-determined attribute on
- the inspection report (Attachment 1). When unsatisfactory 1
conditions exist, they shall be clearly described under each i applicable attribute with the location of unsatisfactory l conditions indicated on the attached drawing when practical using , a designator to-provide traceability.
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i TEXAS UTILITIES GEN' RATING CO.- g> k Q $- QP R v. 7
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. JAN 171987 3.7.3 ~'Weldina Inspection 3.7.3.11 "As-Built" Inspection of Welding i Support welding shall be inspected for qualitative and quantitative attributes as outlined in Paragraph 3.7.3.2 of this-
-- instruction.
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Weld inspection results shall be documented by checking the a applicable block (Sat, Unsat, or N/A) on the inspection report j (Attachment 1). I The Inspector shall verify that'ese.h veld documented as 4 unsatisfactory on the body.of the 2.nspection report is independently traceable on the attached drawing. When a weld
- joint number encompasses more than one weld, and one or more of
! 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. , 1 NOTE 1: When all velds encompassed by a single weld joint number.are unsatisfactory for tne same reason, the weld joint numbers need not be renumbered.
- NOTE 2
- Identification of existence and location of repaired misdrilled holes is not within the scope of this '
instruction. - i. j Any exfacing welds not indicated on the preliminary "as-built" drawing will be added-to the copy of the preliminary "as-built" j drawing and identified with the next sequential' weld joint j number. Wald symbols on the drawing that do not have weld joint j numbers assigned shall~be assigned the next sequential weld joint j number. 1 } Additional welds and weld symbols that have no joint number assigned shall be documented by number as unsatisfactory'on the ~ inspection report (Attachment 1). . NOTE 1: Welds designated as NNS do not require weld joint
- numbers.
- l NOTE 2: Fillet velds shall be considered inaccessible only when neither leg can be measured. When only one leg is
! accessible for measurement, the drawing will.have an l asterisk adjacent to the fillet . weld size and an arrew 1' pointing to the member on which the accessible leg re s t s .' f .
. TUGC0 INSTRUCTION ~
TEXAS UTILITIES GENERATING 'CO.-
- g QI-QP-11.10-9 Rey. 7 3 Page 14 of 84' vt - CPSES - '
. JAN 171987 4 i. F 3.7.3.2 Specific Welding Inspection Requirements Welding inspection shall be in accordance with Reference 1-D,.and ( the below listed requirements. . i 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- ! Land reported as outlined in 3.2.2, Note 2. , The welds at the ends (or corners) of angles, channels and wide i flanges where an all-around fillet weld has.been detailed on the individual support drawing are optional and non-safety related. All full penetration welds and partial penetration velds
- excluding structural members forming a natural groove as
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specified in Reference 1-D shall be documented on a CDR in; i accordance'with Reference 1-G with the exceptions listed in Note
- 1. -
- NOTE 1
- For clamps, a CDR will not be required if the fit-up r preparation is visible on the unwelded portion.of'the plate, and shall be considered as having acceptable penetration when the unwelded 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
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splice shall be documented on a.CDR in accordance with Reference 1-G regardless of whether the weld is shown .[ j on the drawing or not. i
- NOTE 3
- If lack of penetration is evident-in full or partial i penetration welds, it shall be documented on a CDR in {
accordance with Reference 1-G. j' i 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 veldf': shich will be documented on Attachment 1, Attributes 5, 5.1 'nd a 7. 3.7.5 Resolution of Inaccess'ible Items Required for Des'ign Review
- 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.
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TUGC0 INSTRUCTION
' TEXAS UTILITIES GENERATING CO. 0I-QP-11.10-9 Rev. 7-(2 g%- > j% Page 15 of 84 - (
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-JAN 171937 When it is required to render previously inaccessible items accessible to provide.the information,' Engineering will! issue a i DCA or revise the preliminary "As-Built" drawing to reflect the "as-built" condition of the items rendered accessible.
QC will. inspect ~the-areas of the support that were rendered j accessible as indicated by the DCA or the revision cloud of the j preliminary "As-Built" drawing and generate an Attachment i 1 inspection _ report. _ Attributes not affected by the DCA or' drawing revision shall be marked N/A and the follt, 'ing or _similar state . ment shall be, made in the remarks section, " Partial inspection performed due to DCA Number Rev. 'or " drawing -l revision".- . j
. 1 j 3.7.6 F'inal "As-Buile" Verification i Verification of the final "as-built"Edrawing shall be .
accomplished by one of the following three cases'.=
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Case 1. After initial inspection, if'the support requires no , i rework / modification 'after. design verification,-the copy l
! of the preliminary "as-built" drawing which'is now part of the inspection report ~(Attachment 1) and the final
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"as-built" drawing shall be compared to verify that all information, including unsatisfactory conditions noted that required no rework / modification, were accurately c
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- transferred to the final "as-built" drawing. -Results
! of final "as-built" drawing verifications shall be documented on Attachment 4. Case 2. For supports having unsatisfactor'l y conditions that
. require rework, craft will receive the package and
- i. correct unsatisfactory conditions. Unsatisfactory 4 conditions will be reinspected and if found acceptable I the inspection report or applicable document (i.e., ,
j NCR, CDR, etc.)' closed. The final "as-built" drawings j
- shall be reviewed as outlined in Case 1- '
l a Case 3. Engineering will issue a DCA for supports requiring
- modification. Craft will complete'the modifications i i required and correct any' outstanding unsatisfactory -
conditions.as outlined in Case 2.- QC. verification of- i required modification will be performed using a ! " Construction Operational Tra'veler", (Attachment 3). _ l
- The QC Inspector shall review the final "as-built" ;
drawing to verify the following: ' 1- _
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TUGC0 INSTRUCTION l TEXAS UTILITIES GENERATING CO. h) ,
) QI-Qp-11.10-9 Rev. 7
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'd 1 - CPSES - (3 - f i JAN ii lS87
- a. All applicable dimensions and att:ributes shown on the copy of the preliminary "as-built" drawings are now part of the inspection report and (Attachment" 1) have been incorporated.
- b. All required modifications as shown on the DCA i have been implemented and are acceptable.
- c. All unsatisfactory inspection reports have been closed.
- d. All modifications as shown on the DCA have been !
incorporated on the-final "as-built" drawing. Results of final "as-built" draw 1ng verification shall be documented on Attachment 4.
; 3.7.7 SPECIFIC BOLTING REQUIREMENTS 3.7.7.1 Hilti Bolts Hilti bolts and/or Hilti Super Kwik bolts shall be inspected for i projection, size, type, bearing contact, identification, thread engagement, washer installation, spacing / separation, presence of ,
torque seal and location per the preliminary "as-built" drawing,
; Paragraph 3.2 and Attachment 5. When letter identification and
! star stamping is not readily visible, the length of the bolt may 4 be verified by ultrasonic testing per Reference 1-H or 1--I and l after 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 unsstisfactory on Attachment 1. 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 face against_the washer. 3.7.7.2 Richmond Inserts (Screw Anchors)
~
j All bolts used for this installation shall be inspected for size, I spacing / separation, engagement (minimum 2d + 1/8"), presence of , torque seal, location, bearing contact and material type per the l ' ,~ j preliminary "as-built l' drawing, Paragraph 3.2 and Attachment 5. Bolt length may be verified using Ultrasonic Testing per Refer-
.$ e q 4 - e # -4 e
5 -
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4 . TUGC0 INSTRUCTION
- TEXAS UTILITIES GENERATING CO. > '. QI-QP-11.10-9 Rev. 7 Page 17 of 84 7
O - CPSES - N
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9 JAN b 1987 l 9 ence 1-J or.1-K. Richmond insert diameter may be verified b'y- l-l' ; measuring the head of the bolt across flats to determine the g corresponding diameter-as..follows,-the bolt head width of a one inch bolt is approximately-l'5/8", the, bolt head width of a one
.and one he.lf inch bolt is approximately 2 3/8".: A325 bolt's are -l required'to be used in Richmond' inserts unless otherwise shown'on l the preliminary "as-built" drawing. When all thread rod is used '
it may be identified on.the preliminary "as-built" -drawing as
- " double nuts" or "dn" and shall be considered as A-36 material I
(no material or identification verification required) unless denoted otherwise on the preliminary "as-built" drawing.- If. S' torque seal is broken or not present,-the bolt shal1~be docu- s
; mented as unsatisfactory on Attachment 1. Washers are not '
required but may be used. jl g . NOTE: Torque seal'is required on all Richmond insert bolts. 7 3.7.8 Structural Boles '. All structural bolts and related hardware shall be inspected for size, spacing, material type, engagement and bearing contact per Paragraph 3.2, the preliminary "as-built" drawing, and Attachment
- - 11 when applicable.
3.7.9 Support configuration 4
- The QC Inspector shall verify that support configuration is in compliance with the preliminary "as-built" drawing as outlined in Paragraph 3.2.1 of this instruction. i l 3.8 BASE METAL DAMAGE /DEFICTS (Other than misdrilled holes)
Base metal damage / defects noted during "as-built" inspection / ' verification shall not exceed dimensions / area as shown on Attach- , ment 10. Base metal damage / defect shall be documented on an ] inspection report (Attachment 9). Repair of base metal damage / l defect shall be inspected per Reference 1-D and 1-E. { p NOTE 1: Removal of paint for identification of base metal defect / damage is not required. '
~
NOTE 2: This paragraph does not apply to undercut except as
- 1. noted in Paragraph 3.2.2, Note'2, and Paragraph 3.8.1 Cable Trav nspection -
I Inspection of cable tray clamps shall b' accomplished in l accordance with Paragraph 3.3. i 6 u
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. TUGC0 INSTRUCTION
. . TEXAS UTILITIES GENERATING CO. y' > .
. gt_qp_tt,to_9 a v, y p- %g -
Page 18 of SA
-; - CPSES - N'
[ k~ JAN 171987 3.8.2 Specific Documentation Requirements Inspection results shall be documented on Attachment 1,'4, 9 and
. 16 as applicable and the requirements of Paragtaph 3.6.2. ('
13.8.3 Resolution of Walkdown Engineering and OC Discrepancies j Deficiencies that did not easily land themselves to resolution by i engineering analysis were recorded by walkdown engineering on a i Type 1 Modification Form (IMF) per Reference 1-L. These TMFs
- will be transmitted via memorandum to QC for evaluation. If QC , noted the same discrepancy as was reported on the TMF, QC shall denote the inspection report number on the memorandum. If QC concurs the TMF item is valid and was not reported by QC, then QC
. shall issue a Construction Deficiency Report (CDR)* in accordance j with Reference 1-G and denote the CDR number on the memorandum. If QC determines the TMF is invalid, the rationale supporting 4 chis conclusion will be denoted on the r.emorandum. When all TMF discrepancies have been resolved as described above, the memo-l O randum will be returned to the Unit 1 CTH Program Manager for further evaluation and resolution per Reference 1-L.
- NOTE: For discrepancies previously reported on an NCR by QC.,
the NCR number shall be recorded on the memorandum.
. l i
i I i 1 1 d r i i i } S* . i I .. .. , c,_.,_._._.___,_._ _ _ _ _ _ _ . _ _ _ _ _ . _ , _ _ - , . . - - _ _ . _ . - , . . . . . . . . _ - - - . . _ - . - . . _ . - , . . . - . . - - . , . -
I TUGC0~ INSTRUCTION > TEXAS ' UTILITIES GENERATING CO.
> 3 qt_qp.tt.10-9 ~ Rev. 7 h - cases -
T[ '*8' JAN 171987:
' ' 8' i- -
PART III 3.9 INSPECTION OF MODIFICATION / REWORK I 3.9.1 Hanger Modification ! ' Hanger modification shall be considered any physical work ~ . required to bring the hanger in_ compliance with,the~DCA/ Final j.
"As-Built" drawing. -
i Engineering will concur that all the required modifications have~ !
'be,n identified on the traveler (Attachment 3) at Operation 1..
The QC Inspector shall verify using the tolerances provided in Attachment 2 that all modifications have been performed.in , accordance with the DCA/ Final "As-Built" drawing. Parts.I and III i
- 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 j . shall be documented on the inspection report (Attachment 16).- l.
1 i NOTE: All attachments to embedded plates shall be inspected j
+
per-Reference 1-M. - a 3.9.2 Hanger Rework l Hanger rework shall be considered any physical work required to correct any outstanding unsatisfactory conditions previously identified on the inspection report (Attachment 1) generated l' during the verification of the preliminary as-built" drawing - i that have not been rectified through drawing revision or hanger- > modification. ' The QC Inspector shall verify, using the tolerances listed on l l Attachment 2, that all r'evork has been performed in accordance l } with Parts I and III of this instruction Attachment 11 when l applicable, and that all items affected by rework comply with the j design drawing / document. l 4 i Documentation of satisfactory rework shall be accomplished by closure of the unsatisfactory attribute on the inspection report, (Attachment 1). When rework is required to correct docunented-j) unsatisfactory conditions that affect previously accepted items i , (e.g., removal of a" satisfactory bolt instellation to replace a ; i washer), an operation traveler (Attachment 3) shall be used for' - ', l 1 . 4 . _. . . .
- _ _ _ _ _ _ , . _ _ _ _ _ ~ . _ _ _ _ - . _ . _ _ . , _ _ . - _ , . _ _ _ . . _ . _ - . ~ . _ - . . _ - , , _ _ _ _ ~ . _ . , , _ . . . _ _ . _ , .
i a 7 . TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. 9) ' QI-QP-11.10-9 Rev. 7
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- CPSES - N JAN 171987 documentation of the rework. Any unsatisfactory conditions l created as a result of rework shall be documented on an inspec-tion report (Attachment 16). ,
NOTE: If hanger' rework involves velding on an embedded place, i the attachment shall be inspected per~ Reference 1-M. 3.9.3 Specific Bolting Requirements 3.9.3.1 Hilti Bolts Hilti bolt installation shall be inspected per Reference 1-N, ! Paragraph 3.2, the design drawing / document, and the below listed i 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 embedment verification is not required if the DCA/ Final "As-Built" drawing specifies projection. l
- d. Hilti bolt length identification may be determined per ,
Reference 1-F. or 1-I in accordance with the requirements of Reference 1-N. ; I 3.9.3.2 Richmond Inserts (Screw Anchors) Installation of Richmond inserts shall be inspected per Reference 1-N, Paragraph 3.2, the design draving/ document and the below , listed criteria.
- a. Bole length may be verified using Ultrasonic Testing per ,
Reference 1-J or 1-K. l
- b. Richmond insert diameter may be verified by measuring the head of the bolt across the flats to determined the corresponding diameter as follows: the bolt head width of a one inch bolt is approximately 1 5/8", the bolt head width j '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 design drawing / document. 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.
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g g QI-QP-11.10-9 Rev. 7 Q Q - CPSES -
% N Page 21 of 84 JAN 171987
- d. Washers are not required but may be used.
3.9.4 Structural Bolts Structural bolts shall be. inspected per the design drawing / 1 document, Attachment 11 when applicable Paragraph 3.2, and the - , following criteria: 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
- galvanized bolts shall not be reused. Retightening previously
' tightened bolts which may have been loosened by tightening of 4
adjacent bolts shall not be considered as reuse.
~
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
'(
. 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 satisfactor'ily," tensioned bolts. 3.9.5 Welding Inspeceinn Inspection of welds, including painted welds, on cable tray supports and associated components shall be inspected in accordance with the criteria denoted in Reference 1-D and the i design drawing / document. l , Tack welds connecting cap plates to closed sections shall be considered non-nuclear safety,related. , When welding is designated as "NNS" (i.e., Non-Nuclear Safety) it 4 shall not be inspected except for base metal damage. If base ! metal damage (including undercut) exists, it shall be inspected I and reported per Reference 1-E. , The welds at the ends (or corners) of angles, channels and vide flanges where an all-around fillac weld 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.
e 1 8- $
,-, - - , , , . , -n ,n , , ,-,y -
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7 TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. y' > g q1.qp_1t to_9 gey, 7 Page 22 of St. v/ - CPSES - . JAN 1 MS87 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 instal-led / reworked components of the support meet the requirements of Paragraph 3.2.1 and the design drawing / document. I 1 3.9.7 verification of Clamp Installation / Rework The QC Inspector shall verify the cable tray clamp installation / rework has been performed in accordance with the design drawing / document, Attachment 11, and Paragraphs 3.2, 3.3, l and 3.9.4. 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 Reference 1-E. All base metal defects l^ including those identified per Paragraph 3.8 shall be repaired per Reference 1-E. Final visual inspection of repaired base metal defects shall be per Reference 1-D. 3.9.9 Inspection of Completed Installations for Separation / Spacing j If hanger modification results in changing the location of l existing hardware or the installation of additional hardware, an ! inspection of the completed installation for separation /s' pacing from safety related items will be performed in accordance with Reference 1-0. j 3.9.10 Specific Documentation Requirements l
. The QC Inspector shall document inspection of cable tray support
, and clamps on Attachments 16 and 3, as applicable. l Attachment 3A may be used to reopen steps on the traveler provided Operation 8 has not been signed by QC. l Revisions used for inspection will be noted on the Operation Traveler for inspection procedures, instructions, DCAs and ,
drawings. Operation travelers will be processed in accordance ! with Reference 1-P. ' 6 e-
- . . - - - , , . -m- -r- - - -
_~ TUGC0 INSTRUCTION 4>'3 QI-QP-11.10-9 Rev. 7 {g'EXAS UTILITIES GENERATING w - CPSES -
\CO. ' Page 23 of 84
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JAN 171987 1 ATTACIDfENT 1 l CCMANCNE #EAK $7[AM (L[CTRIC STATION INSPECTION REPORT ,'j" I ria .t;;ais .;n . vs:4.i;:a uc:.at ;t;.: ac.;n ,
!;tsi,F.;A;.;n 4. J ,l ti c s . % . 4 att J.:. ;oc. 6 sty. a c.onsg 9. unas.at t.A '(s; she7 . :( 9 f . *Q . j
- i/A if ::/A d 01-07-11.10-9 Rev. ,l .I 7 **E ;msf AL.A!;04 ~F m seg gg; j C to:.snerr:
pe0C[1,1 C IN5?ALLAf!3m
.teif:cAf r:, :.snc:r:. sn:r:e.
- .inAL ;aut::::, ,-
77 ags.L's C I'57tCf!:n *Pett*ts.
. att apet:Datt iftml 1AfflFACT Af C tesnCT::m C:Pett?t3. 'JetAf!1FAC7:sf Iff=1 L!1ft3 St'cy . x :ssnc Sa ;ar g g
Ifts a0. . . , , IN37tCTICM ATTRICUTC$ ; 3! 3l: Aft .rpa C rt st 3 , ,g
- g; o
- 1. fueeor- Iceacification .
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- 2. ! sueeort bottine e ! I l l . t !
\ I A. Milti i , l l l t'I i i
! 3. tti:haced i ! I
,i - l 1 f-l I C. ?areue lesi exists 3n Mil:1.*Rie.--ond I I I I 3. s........,1 . t l . ! l L tueeoer e-firarieten I I l l l t I -i l l i 1 i t i ; I I
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- i TUGC0 INSTRUCTION f *EXAS UTILITIES GENERATING CO. 4 s QI-QP-11.10-9 Rev. 7
) i Page 24 of 84 V - CPSES - \, g 17 jgg/ 1 ATTACHMENT 1 (Cont) C.N,ANCHE 7EAK STE#t ELECTRIC $7ATICM INSPECTION REPORT " 11 10~ - f!;;potrvE'mu D'tt- "."f
, sca tut., etAgg :G3. !EE !?EET 1
- tm
., l, l Iji I:Aft l. Simt.nt ::
% ., i 3 ly .,
3.t I :4 telt:e velds exist i?. structural .e?'eern I
- i
! l t .
l ,,e. ... ..,-- w .4., 1 I t I a_ i l I l i I i i i ! 7 1 #aele !?sv etare valtine i I I l l l l 1 l l l l l l l l 1 i i
- 4. cable !?ty elaan installation /confituratien. I ! l I
- l l l l l 1 I I I I I I I l
- 9. I casi. ci, t ! I i .
I i ! I I
'O. I Additional actst' ents l l 1 I I I I I I
l'a -me-a-e es seene sinens i I l l 1 I I I i
!?. ! fnacetesible areas (en eet veldine) l I I I l l l l l l l 1l -
I stamats4 (ow.s.$nts. UC.) d
.; "*'. +.
l ,, l.R. CL !E3 C f l """ ,. . m.. s ..
; :W/C6 10/%
i
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J q TUGC0 INSTRUCTION
. QI-QP-11.10-9 Rev. 7
.( ) 'EXAS UTILITIES GENERATING CO. g s Page 25 of 84 L'
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'd JAN 141987 ATTACHMENT 2 MEASUREMENT AND INSPECTION TOLERANCES NOTE: The tolerances provided on this attachmenc are only to be ,
applied to specific dimensions shown on the design drawing / ; document. i
- 1. Tolerances for support configuration dimensions except clamps:
- a. t 3/4" for dimension up to and including 5'0".
- b. 2 1" for dimension greater than 5'0" up to and including 10'0". .
- c. t 1 1/2" for dimension greater than 10'0".
- d. Modified structural shapes, notches on plates, angles, etc.:
2 t/8". . NOTE: The tolerances listed above are also applicable to all additional attachments when shown on the drawing. I e. Work point : 1".
- f. Transverse location when shown 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 1/2" except from clamps members. End of members is defined as the edge at either and of the length of i the member. For base plates the end of the member is defined as the edge at either and of the longest side. The distance between the bolt / hole and the edges which are not ends is subject to a tolerance of ! 3/4". For square base plates the tolerance ef the distance between bolt / hole and any edge is 3/4".
- 3. The gage distance tolerance measured from the centerline of the bolt / hole to the heel of the angel is : 1/4" except for angles employed in clamps where the gage has a tolerance of 2 1/8"; for all other shapes, th"e tolerance is 2 1/8".
l
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m' TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. QI-QP-11.10-9 'Rev. 7 Page 26 of 84
- CPSES -
JAN 171987 ATTACHMENT 2 (Cone) 4 t 1/8" tolerance is to be used in locating structural bolts to structural bolts. SA. t 1" tolerance is permissible in* locating:
- Hilti/ Richmond to Hilti/ Richmond on the same attachment.
- Hilti/ Richmond to Hilti/ Richmond between difference attachments.
SB. Tolerance ' r dimension shown (on CTH drawing) between Hilti bolt / Richmond insert and edge of concrete shall be minimum to
-1/2".
5C. Tolerance for dimensions shown between a Hilti and embed plate shall be minimum to - 1/8".
,O 6. Tolerance for projection of expansion anchors shall be + J/8" with a minimum of flush with top of nut.
- 7. Nominal thickness of members and/or plates shall have a tolerance
. of a 1/32". For 3/8" thick angles used for cable tray clamps, thickness tolerance is i 1/16".
- 8. Weld separation for members located on embedded plate: 1 1".
1
- 9. From the toe of the weld on the member to edge of the embedded plate: 1 1/2". If weld of member is located within the canti-lever regions, as shown in Reference 1-M, the tolerance shall be j t 1/16". l
- 10. A 2 3" tolerance shall be utilized when verifying conduit spans if shown on the drawing.
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! TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. -,47 > . QI-QP-11.10-9 Rev. 7 em n N ! Page 27 of 84 4
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JAN 171987 ATTACIDfENT 3
~~
CONSTRUCTION CPERATION TRAVELER 35 1195 TRAVELE8 10. E C'.810"E C *0. g'N!i 40. @CUA411 T' gacQy ~
@ACTIV!if CE5CR PTICN Q REFEREV.E CRAWING3
@5PEC/PRCC/ENG.!NSTR. @CCATICN @5f5 FEM PRE 8AAEC Bf CATE CEPT.
REV!EWED If DATE ANI rey!EW CATE cp.9c etpd07ttA!::n C:ssia QC ENC.
..o.e This traveler shall be used to document rework /modifica- '
tions required as a result of inseections performed per QI-QP-
- 11. 10-9, ' Cable Tray uanger "As-Built" Inspection / Verification' l {
snd/or subsequent design review.
}
- 1. CTN l Ent. and/or DCA provide the design criteria re-
- quired for hanger reworkimostfication. The space provided be-low shall be used to itemise any specific instructions required L to facilitate rework /-of1!! cation. '
euMRT Al I.1Y5%= m I
- 2. I Craf t Cable tray identification is correct per DCA/"As-luilt" drawine.! '
jeC(v CTN Rev. . l I 3. l
!Craf t Suroort Soltine I
;0 ,A) Milti Bolts l l
' Installation / Rework of Hilti bilts per DCA/"As-Built" draw- l
! ing , CTM Rev. . DCA Rev. , CEI-20, l Rev. . CPMP-il.2, R ev. , and 01-0P-11 3 7. Rev. { ;
j List bo!c numbers installed or reverked. Bolt Tensientne %TE g Ft. Lbs. Unsat IRf Due Date /.m < B) Richend inserts ($ crew' Ace 6ers) t b) .
- 1) Removal of Richmond insert ( A-325) bolts f or rework.
List bolt numbers removed i O * - .O ,
O TUCCO INSTRUCTION q ) TEXAS UTILITIES GENERATING 'CO. hg > ,- QI-QP-11.10-9 Rev. 7 Page 28 of 84 v - CPSES - N JAN 171987 ATTACHMENT 3 (Conc) i
. CCtCTRUCTION OP(RATION TRAVELts 00NT!kUATICN TR Ay(',,[R NQ. lAC7]y[Ty ;[5[RjP!]CN l st*r : ~r .
',PR[ PAR [3 ly CATC R(VIEWC; SY CAIE ANI RCVICW OAff Io,notapt etnsts CC INC.
aptiatree
- 2. Craft 2) Bolt reinstalled and brought to snus tight condition, con't QC(V) Lisc bolts replaced reinstalled .
}
- 3) Installation of Richend inserts. new installation due to ,
modificattan. List bolt numbers. . {
*f CF-M-11.2. Rev. 0 11.10-1, Rev.
, I q , C. Structural Soltint
- 1) Structural bolt installation / rework. CC verify per DCA/
(# ) ,
"As-Builc" drawing CTV-i- Rev. and Ql-CP-11.10-9. Rev. . DCA Rev. .
2,) Salt tensioning. verify bolts exhibit no looseness when ; checked by hand. Unsat IR' . {. i
.. , Craft $ueaert Neldint M Fit-up inspe:ttan for partt.s1 enetration welds (list weld numbers) . full pe9etration welds (list veld ;
numbers) . CTH , Rev. , DCA
- g Rev. , QI-QP-11.21-1, Rev. Unset IR' . i
- 8) Tinal visual inspection per Qt-OP-11.21-1, Rev. . List veld numbers .
- CTH , Rev. Unsat IRv , CCA Rev. .
C) Welding of misdrilled holes l
- 1. Location (QC verify prior to ses ing) per yt-OP 1.10-9, f Rev. . ,
IRP . I 2. Final visual inspection per QI-CP-11.21-1, Rev . l Unsat 1Rf .,
- 3. C. aft! $ueport Configuration .
Confipestion of support (if modified) per 01-0P-11.10-9..Rev, and DCA/"As-Built" driving.CTM . Rev. , l CCA . Rev. .
, {
A) member staa, and shape. [ 8) member location and orientation. \ C) matertal type, if other than A-36 at A 500 gr. b. N- - Unsat IR8 . ,
l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO.
+N > , QI-QP-11.10-9 Rev. 7
. Page 29 of 84 (m)
- CPSES -
~ JAN 171987 l
ATTACHMENT 3 (Cont) CCNLTRUCTION CptRATION TRAytL!4 00NTINUATICN i "fli Ave'. tR 10. AC71Vi'Y OtX7 3 P'IGN
.tv ! -r _
lrREPAtt3sf CAft l
- ttv:twta sr : Air ANI atvitw __ OAT!
I I ca .no oget capatics taasu CC D:C. l
- 6. Craft Replacement / rework of caole tray clamps, clips and splice
, QC(v) plates - Attachment to suroort, verify per DCA/"As-Built" g drawing and QI-QP-11.10-7, Rev. .
g i A) Verify configurati n. position, orientation, type (A C. ; two bolt, etc.). t CTH , Rev. Unsat 1Rf . DCA , Rev. . l 8) Attachment by welding, QC verify.
%s
- 1. Fit-up for partial penetration welds (list veld nue.bers)
, full penetration welds (list weld ,
numbers) , per CI-qP-11.21-1, Rev. .
- CTH , Rev. Unsat 138 .
DCA , Rev. . , C) Attachment by bolting, QC verify per DCA/"As-lutit" draw-ing CTN-1 , Rev. and QI-0?-11.10-9, ,
; Rev. ,Unsat tRd . .DCA , Rev. . .
D) Solt Tenstonint 3 Verify bolts exhiait no looseness when checked by hand. { Unsat IRf . 7 praft Replacement / rework of cable tray clamps, clips, and splice f QC(V) plates - Attachment to trev, verify per DCA/"As-luilt" drawing [ g and QI-QP-11.10-), Rev. . , , l A) Verify configuration of clamps to tray (position, orienta- , tien, gaps, etc.).
; B) Verify bolting, type, size, etc., per DCA/"As-8u11t" draw.
8 I ing and QI-QP-11.10-9, Rev. . ;
, C) Soit t ensioning : Bolts ex5ibit no looseness when checked I by hand.
CTHal- , Rev. Unsat 1Rs , ! DCA , 'Rev. . D ( j 3. QC(V) Verify completion of all operations, review traveler and l l L/ attachment including WFML. s Reference documents. l . l l l 1
TUGC0 INSTRUCTION
-fEXAS UTILITIES GENERATING CO. g> . QI-QP-11.10-9 Rev. 7 / .
Page 30 of 84 (J'
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- CPSES -
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" JAN 171987
,, ATTACHMENT 3 (Cont)
CONLTRUCTION OPERATION ?2Avttts COMT!NUAt!CN
'*aA.te,ta No. ACT!v!Ty st3CRip CN I f ster : **
!PREPAREDBY CATE l
'atvitwt3 87 CAtt ANI REV![W CA?!
'cP.no OtPt sPtaatton etatis QC INC. I i Conuments i
t ! I 1. TYPICAL Sequence'of operations say vary as required as long as no hold points are violated. g i
- 2. All operations that are not applicable shall be -
UA'ed by Craft and the QC Inspettor, provided hold po tat s are not *.*tolated.
- 3. If'at time of inspection the operation is complete, QC shall sign the face of the traveler. However, ,
. if multiple or partial inspections are required.
describe each inspection on attached SAVC and VfDC. The last QC Inspector performing the inspection shall sign the face of each traveler when the { j operation is couplete. I'
! 4 Signatures in the Constr. column identify the g
attribute as ready for QC inspection unless other- i wise noted. t
$. THIS TRAVELER 13 CINER.tC. Per CP-CPM-6.), this I traveler represents work of a repetitious nature, i and subsequent review for each traveler by QE is I waived.
I , E 0 n . " ; lU ' l i i i i l
TUGC0 INSTRUCTION , QI-QP-11.10-9 Rev.-7 Lj j TEXAS UTILITIES GENERATING CO. > Page 31 of 84 l
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3 l i - CPSES - N I > w JAN 171987
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l ATTACHMENT 3 (Cont) 4 1 I
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- CPSES - ',
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! TUGCO INSTT'.'CTION e
TEXAS UTILITIES GENERATING CO.
@>g QI-QP-11:10-9 Rev. 7 Page 33 of 84
- CPSES - s
' JAN 171987 ATTACHMENT 3A ,
CON $TRUCTION OP[RATICN TRAVEL (R CONTINUAttch l TRAVEL [A NO. ACTIVITY DESCRIPTION l ner er - PRCPAttD BY DAfr REVIEWED If DATE AN! R(VICV OAft ENC
- 09. 5 NPT eptRafl3 CON 179 QC This sheet say be used to reopen e. eps on the traveler pro-vided Cperation 4 has not been signed by QC. No t e t All infor-nation required by the original operation shall be included on the reopened step.
Ctatt QC(V) DCA Rev. .CTR=1- Rev. . QI-QF-11.10-9, Rev. Unset IRf
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Crets QCV , TYPiCAik DCA Rev. CTR Rev. QI-QF-11.10-9, Rev. Unsat IRf Ctatt QCV DCA Rev. CTM Rev. 1 QI-QF-11.10-9, Rev. 'Unsat IRf I l Craft QCV DCA Rev. C*H 'Rev. Qt-CP-11.10-9. Rev. Unest IRf l
n TUGC0 INSTRUCTION l QI-QP-11.10-9 Rev. 7 TEXAS UTILITIES GENERATING CO. Page 34 of 84
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JAN li 1987 ATTACIDENT 4 CCPMCHI PEAK $7EM ELECTRIC STATICN INSPECTION REPORT go. srsiusgacut JEsiW;;n ATu st5sa4FII;n gg3AL agg.gg;gya ggar riprt;n =0. CRAWINC VER!FICrteN 8 ? .. M s.8G. ate. s de LAsJr on risi (W Ap, .;Enr. c.
,l gF.3.C. acc. 6 Aiv.Rev.
QI-QF-11.10-9. 6 W61 no. ,l.
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Qtupecctss Q att intrattar;" Oiastattatoa OFrnat a n.rtesr
!=sPtt?!ca statFttAtten gnsptc;!C4 Ins 7tC* ten MsPEC71:n ..
- ssp. atssors O resetetica cm.trits. att as,ticastr ircrs satisisc .sv O ras,terros ca.trits. visarisinc:ar attys tisits actev iG tamcca sa's -
itu e. . 11 INSPECT!CN ATTRIBUTES tr i{ 35 str 3: M,n I. Raeufend sediffasetene hava kann esmaterad and meean*mA- ! l l l
- 2. All items shown en the preliminary "As-Built" drawina. l l vnsatisfactorv insoection report. and DCAs have been i l incorocrated on the f4asi "As-Built" drawins . I1 l l Inditate hev final drawine verification was aceemolished III .
I Field verification b l l l ! Drawina/ Document review b I I I i i l i i I i i I : 1 I I i l i i i i i l11
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I l i l l I I l l l I l atpaast iv.3.;pt:;.t*:, } Drawir.g No. and Rev. M U ..t..m . ~ . , E I. ~ n _..,
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r-~1 TUGC0 INSTRUCTION
*EXAS UTILITIES GENERATING CO. +> . QI-QP-11.10-9 Rev. 7 j Page 35 of 84
- CPSES - N s( JAh. .i. -.4 enn7 ico ATTAC101ENT 5 i
LLMT14 IDE.47!FFCAT:CR SYSTDI i [ staae > t.eects of-4rc.mer '*neaesI Stame On j Ancor fru .nciwoing)i tenots sf Ane.er ne esi wo to inot , Mcace From so s got i. c.uctng) A I 1 1/2 2 AA 19 20 3 2 2 1/2 ! 58 20 2' I-
- 2 U2 3 c: 21 Zi
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I 15 17 Y 17 18 I 18 19 [ 9CTts: 1. Stasced latters snell be on too (tareadet). end of holt. . 3- 4tas.stamo.dgnities..n11t1 suser Emik
- 2. Delts.
Bolts of 19-f aca length and greater ser se stamoed with we corresponding to the bolt length in inches in the
- same sonner insteet of the stamped letters as listed soove.
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T l TUGC0 INSTRUCTION Rev.'7
'EXAS UTILITIES GENERATING CO. g , QI-QP-11.10-9 Page 36 of 84
(, ( - CPSES - 1 JAN 171987 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 Unuseca 1-inch 1 -inch 1/4 '7 5/8 12 1/4' 1 1/4 1/2 3/8 8 1/4 12 7/8 'l 7/8 3/4 -
1/2 8 7/8 13 1/2 2 1/2 1 5/8 9 1/2 14 1/8 3 1/8 1 1/4 ' 3/4 10 1/8 14 3/4 3 3/4- 1 1/2 4 11 3/8 16 5 2 1 1/4 12 5/8 17 1/4 , 6 1/4 2 1/2 Measured center-to-center of bolts and bolt center to edge of concrete
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in inches, excluding Richmond screw anchors co' edge of concrete.- l ** Minimum spacing between holes covered by this column shall be measured center-to-center and based on size of hole being drilled.
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(e . g . , pilot hole spacing 1s based on pilot bit size. Locations closer than the above distances shall be used oniy upon approval of the Engineer. Hilti bolts may 'es 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 chan 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
) (b) For ih" Richmond anchors, less than-20,000 pounds minus the actual load supported by the Hilti bolt.
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b' TUGC0 INSTRUCTION "EXAS UTILITIES GENERATING CO. ', QI-QP-11.10-9 Rev. 7
% - CPSES -
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; Page 37 of 84 4 JAN 171987 i ATTACHMENT 5 (Cont)
- 1
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- MINIMUM SPACING BETWEEN HILTI EXPANSION BOLTS i
Hilti Bolt . CENTER TO CENTER SPACING TO: 4 Size 1/4"Hilti 3/8"Hilti 1/2"Hilti 5/8"Hilti 3/4"Hilti 1"H1'Iti - 1 1/4"Hilti i 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 5/8 6 7/8 8 1/8 1/2 3 3/4 4 3/8 5 5 5/8 6 1/4 7~1/2 8 3/4 5/8 .4 3/8 5 5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 3/4 5 5 5/8 6 1/4 6.7/8 7 1/2 8 3/4 10 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' 4 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 , with the fixture drawing. i I e e
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! -TUGC0 INSTRUCTION
, T("EXAS UTILITIES GENERATING CO. g> QI-QP-11.10-9 Rev. 7 Page 38 of 84 l ( k - CPSES - 1 JAN 171987 l
. ATTACHMENT 5 (Cont) .
l 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 kitianchor O
, +> <t ir-I d= Diameter of 1111t1 anchor
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. Page 39 of 84
- CPSES - -
JAN 171987 - ATTAC1DiENT 6
- Tur nun .::E cance unwinc: cn 3rcEL ACL 73 Jun SCREW!' .
C2cct scoxtuC: l lStCICoCAricas . i Mo ~tatAL o l l l2d
- CJAnd I l LCw Cd .wiatuM C 240u ;?itL Pl
- l l 21?M 4 407 l Law C2460u :TitL 1 ve moot l 224 Conod 4- I Low 09 MirkUM C 34cu ?ttL f i ##$ 0# 5 .ntasuM CAR 40u ;?tiL.
n ,, .m . , ,, , CutuCutosuo.t- tita ut c,,,,,.,, Law Caoeou ~oortusirC :rtcL. Cut 4CNGC 2Aoo 74 Mattes
. ASTM . 2 242 MtatuM ::stou ::ttL.
Tvnt i Cutucjd44 Jun itsatocc 23?M *2at Law C24Acu Moottutti.< ;TtJL
,.. . ,t*. ,,m..~,.C=,,-..
2.,Lti r,pg ~a (wtar.otocuc :TitL . 1 . QutuCuta JuD .~tMattto l
&& ZZTM = 2454 LOW GLLOY ZitiL CRoot 'ha eutuCM4Q Aun itMittalC et agiu . 2 Jge ggw gLsay gyggL.
Coact AC autucato sua ~tantit.2
.wtosum Cao40u JLLaw 27ttL, yg . gagng 7 QutkCuto suo fiMatats.
4GLL rMRGAQtQ offt2 we's7 totermou f l 2nq Cssnt a ; Mtctum ougue C,R44UM gn aun4 reu LLC v,,4,ittL. -l en e JJTm .JJ4e 1 JLLJ Y JTit L.
}CP/Fnt $4 f l QutMCMtQ duo ?twAfftQ a s se sfrM . s epo JLLOV JTita, outuCato aun rtMatoto Note: All bolts shown on this attachment except those marked with an asterick (*), are considered "High Strength" (115) as shown on .the Engineering drawing for the purpost of this instruction., ,
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! TUGC0 INSTRUCTION QI-QP-11.10-9 Rev. 7 TEXAS UTILITIES GENERATING CO. . +\ ,
Pase 40 of 84
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ATTACHMENT 6 (Cont) i A M5 cw A-440) - SBNDARD 16ANu r"hMU6Ek$ ,lD&gT@fCA"[}QQ
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. ~ ep*- > g QI-QP-11.10-9_ Rev. 7 r'\ h - CPSES -
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- Page 41 of 84 w JAn..a. . ~<.a87 c
ATTACHMENT 7 3< , e + b-e: M,Tz. 4 r f_t4 AMERICAN STAND'ARD CHANNEL.S g_{, ' Dimensions for detailing ._ L'b Ch.
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in. lin.1:a.ln.iin. in. i nn. l in. I ca. I in. C 15x5a 15 3% % ..% % 3 12dib 2% % % 1 2% x40 15 3% % % % 3 u%ilm 2% m % 1 2 x33.3 15 3% % % b 3 12% 1L 2% Me % 1 2 C12x30 12 3% % % % 2% 9%1% 2% b d % 1% x25 12 3 % % b 2% F.11% 2% b % % 1% x3.7 12 3 % N % 2% 9% 1% 2% % % % 1% C 10x30 10 3 L % b 2% 8- 1 2% % b % 1% x3 M 27 Me % % 2% 8 1- 2% Me Me % *% x20 13 2% N % b 2% 8 1 2% b L M 1% x15.3 10 2% b % % 2% 8 1 2% b k % 1% C 9x25 9 2% % % 2% 7% % 2% % % 1% x15 . 9 2% b b % 2% 7%I % 2% % % % 1% x13.4 9 2% b % % 2% 7% % 2% N b % 1% i C sim:18.75 8 2% % % % 2 E% *b 2% b % % 1% x13.75 8 2% % b % 2 6%l % 2% % %. % 1% x11.5 8 2% % % % 2 6% % 2% b % % '1% i C fx14.75 7 2% % b b 15 5% % 2% % % % 1% ) x12.25 7 2% % b b ITe 5% Fe 2% % % % 1% x 9.8 7 2% %, b % 1% 5% Ns . 2% % % % 1% 1 C 6x13 5 2% b b b 1% 4% % 2% % b % ~1% x10.5 6 2 Me b k 1% 4% 8b 2% % % % 1% i x 8.2 6 1Fs b b % 1% 4% % 2% % b % 1% C 5's 5 5 1% b b N 1% 3% @. 2% % b % 1% a 6.7 5 1% b b % 1% 3% % 1% % b -- - C 4x 7.25 4 1% N b b 1% 2% % 2 % b % 1 i x 5.4 4 1% N b 1% 2%i % Z. % % - - - C 3x 5 3 1% % ~% N 1% 1 % -
% b - -
x5 1 1% % f/a % 1% 1%l th - b % - - . g x 4.1 3 1% % b b l% 15 % Sage a permiss.We near beam enes esse =nere seeersioneen seet.1.:s.3 may reevire reque. tien in festener sese Aaatnon institure or stets. Constaverton
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b TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g g QI-QP-11.10-9 Rev. 7 Page 42 of 84 ( g j l ( - CPSES - N
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JAN 171987 ATTACHMENT 7 (Cont) 3< ,- + :u w-=** .Ti. MISCELLANE0US CHANNELS s , 2.lf ,4
. Dimensions far detailing
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oemenecien .see m . Q* a{ i" a T A A e r s Eer G4,s* l 9 l- 1 i-in. an. i in. I in. l in. I in. I en. ! in. l in. ! in. ! in. I in. in. MC 18x!8 18 4% % '
% % 3% 15 % 1%. 2% % & *1 2%
x51.9 13 4% % % Me 3% 15 % 1 % 2% 5%m % 1 2% x45.3 18 4 % % % 3% 15%l 1% 2% N % 1- 2% x*2.7 la ' 4 % b % 3 % 15 % 1% 2% % % 1 2% MC UXfG U 4% % % % 3b10%Il% 2% % % 1 2% xs0 0 4% % b % 3%i10%i1% 1%L% b 1 2% x15 U 4% % b % 3 % i10 %!1 % 2%i% N 1 ZW x21.3 3 4 % % b 3 % '10 % 1 1 % 2%, b b 1 2% 1 MC 12x!c 12 4% % % b 34 9%i1%e 2% % % 1 2% x45 12 4 % % % 14 9%ilb 2% % % 1 2% x40 12 3Fs % b Me 3% 9%llb 1% % % 1 2% x35 12 1% % b % 3% 9%l1Me 2% % % 1 2% MC12x!7 12 3% % % b 3 lb 2% 5%s % % 2% x32.3 12 3% % % % 3 9%I1% 2% b b % 2% x30.3 12 3% % b % 3 9%Ilb 2% % % % 2% MC 12X10.5 12 1% b b % 1 % 10 % 'Me2% % % - - MC 10x41.1 10 4% b % % 3% 7% 1% 2% % b % 2% x !3.5 10 4% 'b b Me 3% 7%i1% 24 % b % 2% E2.5 10 4 L b b 3% 7% 1% 2% % b % 2% MC 10x23.3 10 3% b % % 3 7% 1% 2% b b % 2 x:5.3 10 3% % b b 3% 7%I1% 2% % % % 2 x24.3 10 3% b % b 3. 7%I1% 2% b b % 2 x21.3 10 ' 3% % b b 3% 7%11% 2% % % % 2 i MC itx 8.4 10 1% % b Me 1% 5% % 2% % % - - l-MC10x 4.3 10 1%- L % b 1 9%l b 2% b b - - l Gage a eetwuss ese neae seem enes: sesewnere Seesinescon 3est.1.;sJ may reevere resus. non en ressener sese. 2 AmtiticAes tresTITutt or STEEL CssistnucT10se
-i 7 TUGC0 INSTRUCTION
_ ,. s *EXAS UTILITIES GENERATING CO. g> s QI-QP-11.10-9 Rev. 7 Page 43 of 84 g
- CPSES - , ,
JAN 171987
- l ATTACHMENT 7 (Cont) y , . + m- ,
is "f - MISCELLANE0US CHANNELS , , y%iL 4
- Dimensions for detai!. nag
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O'**** Descn Wee Ususe Avt. Theca. wen, of t, w
- t" nns y nense M,*"fe' Cessetien suya R'cy 7 , g , ,
I cf I in. l In. l In. l In. l In. : In. In.,' in.. in.1 in. in. l In. in. MC 9x25.4
- 9 3% 'ke N % 3 6% IMe 2% % Me 7. 2 3x23.9 9 3% Me % b 3 6% lb 2% b b n 2 MC 3x22.s a 3% % N 3% 5% lb 2% % % % 2 x21.4 8 3% % % N 3% !% IMe 2% Me % ,Fe Z
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MC3x20 8 3 % % b 2% 5% 1% 2% Me % Ts 2 x13.7 8 3 % % N 2% 5% 1% 2% b % 5 2 MC 3x 3.5 8 1Te b .b Me 1% 6% % 2% % % 1% MC 7X22.7 7 3% % % % 3% 4% 1% 2% b % % 2 x19.1 7 3% % % Me 3% 4% 1% 2% N % M 2 MC 7x17.6 7 3 % % b 2% 4Te 1W 2% Me % % 1% 4 MC 6xN 6 3% % % Me 3% In 1Me 2% Me % 5 2 x15.3 6 3% % Me b 3% 4% E 2% % % 5 2 MC Ex16.3 6 3 % % Me 2% 34 IW 2% b % % 1% x15.1 6 3 % b b 2% 34 lb 2% % % % 1% , MC 6x12 6 2% % L ,% 2% 4% 'b 2% %, % % 1% MC3x9 3 2% % % % 1% 1% % - b - - - x 7.1 3 2 % % 1% 1% % - M - - -
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- CPSES - , ---
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JAN 171987 ATTACHMENT 7 (Cont) c p-%- +b-n.;-.=:< re T,. J 4 " W SHAPES 4 r .i _ 1 M
-- Dimensions for detailing
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. W itxus - u% un 1 % Ms !% 15 % 1% % 3 % 5% x105 u% u% % b % !% 18.% 1% % 3 L 5% xW 13 % u% % % % !% u% 1% % 2% b 5% wux25 u% 8% % % % 4% uW 1% - E 3 b 5% x 77 U% 5% % % % 4% 15 % 1% % 2% b -5% x 70 18 8% % b % 4% 15 % 1 7s 2% b 5% . X 64 17 7: 8% % % b 4% 15 % 1% % 2% % 5% w isx 60 u% 7% % b b 3% 15 % 1h % 2% % 3% x 55 15 % 7% % % b 3% 15 % 1% % 2% % 3% x 50 18 7% b % b 3% un Ib % 2% .% 3% x 45 17E 7% % Me b 3% 15 % 1 % 2% % 3% w itx 40 17 % 5 % % b ZFs 15 % lb % 2% % 3% x 35 17 % 6 b- b % 2% 15 % 1 % 2% b 3% W 16x 98 16 % u% E % % 5% 0% 1% % 2% b 5% x as is% uw % % %- 5% U% 1% % 2% b 5% w is'x 73 1s% 8% % % % 4 U% 1% % 2% b 5% i . X 71 18 % 8% % %. % 4 U% 1% %' 2% b 5% x 64 N 3% % N % 4 U% lb & 2% b 5% x 54 15 % 8% % b b 4 U% 1% % 2% % 5% W15x 50 15 % 7% % % b 3% U% 1% %- 2% %~ 3% X 45 15 % 7 b %. N 3% 13 % lb % 2% % 3% x Jo 15 7 % b % 3% U% 1% % 2% b 3% x 16 15 % 7 L L % 3% 13 % lb % 2% b 3% W16x 11 u"Fe 5% b % % 2% U% lb % 2% b 2% x 28 1!% !% % % % 2% U% % % 2% b 2% V, AasENsCAM INSTITUTE OF STEEL COMSTRUCTICM
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i TUCCO INSTRUCTION < TEXAS UTILITIES GENERATING CO. -
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- Page 45 cf 84
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~ JAN..-sn87 zic ATTACHMENT 7 (Cont)' .
h- w .. ,. b-
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W 14x730 22 % '17Fe 4% 3b lb 1% u% 5% Zb 7 1% f x665 21 % 17 % 4% 2% IN 7% 11 % Sb Zb 6% 1% ~ 4b 2% lb 1% ( X605 x!!0 21 20 % 17 % 17 % 3% 2% lb 7% 7% 11 % 4Te u% 4%~ 1% 6% 1% 5% 1% [ 7 x500 15 % 17 3% Zb 1% 7% 11 % db 1% ' 5% lb a x455 15 16 % 3b 2 1 7% 11 % 3% 1% 5% ik W 14x425 18 % 3h 1% % 7% u% 3% lb 5 1 x398 18 % 2% 14 Fs 7% 11 % 3% 1% 4% % x370 18 lb. 2% 1% % 7% 11 % 3% 1 4% Fe a x342 17 % 16 % Zb lb % 7% 11 % 3% 1% 4% % [ x314 17 % 16 % Zb lb % 7% u% 3 lb 4% %
- x287 15 % 16 % Zh Ib % 7% u% 2% . 1 4 % d X254 16 % 16 1% IN % 7% 11 % 2% 1% 4 %
x246 16 % 16 1% 1% b 7% u% 2% Ik 3% % W 14x237 16 % 15 % 1% lb b 7% 11 % 2h Ib 3% % x228 16 15 % 1% IMe % 7% 11 % 2% 1% 3% b x219 15 % 15 % 1% 1 % 7% u% Zb 1% 3% b x211 15 % 15 % lb 1 % 7% u% 2% 1% 3% x2D2 15 % 15 % 1% % 7% u% Zb 1% 3% % a x193 15 % 15 % lb F b 7% 11 % 2% lb 3% % [ x184 15 % 15 % 1% % b 7% 11 % 2 lb 3% % y x176 15 % 15 % lb b b 7% u% 2 lb 3% % a x167 15 % 15 % 1% % % 7% 11 % 1% 1 3% b x158 15 15 % lb % % 7% 11 % 1Fs 1 3% . x150 14 % 15 % 1% % % 7% 11 % 1% 1 3% N x142 14 % 15 % lb % b 7% 11 % 1% 1 3 % a a - W 14x320 16 4 16 % Zb -1% 7% 11 % 2% 1% 4 1 y n . AMEAICAre INSTITbft OF STEEL. CONSTRUCTIO8e ,
, - , . + --
4
U TUGC0 INSTRUCTION
'EXAS . UTILITIES GENERATING CO. h>.
y - QI-QP-11.10-9 Rev. 7 Page'46 of 84. J - CPSES -
' JAN 171987 i . ATTACHKENT 7 (Cont)'
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- Dimensions far detail.ing ,
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W 14x135 14 % 14 % lb He b 7 u% 1% % 3, % 5% x1ZT 14 % .14% 1 % b 7 u% 1% %' 3 % 5% O , X119 xtu x103 14 % 14 % 14 % 14 % 14 % 14 % b b b 7 7 7 u% u% 11 % 1% lb & 2% 1%
% 3.
W 2% Me L 5% 5% 5% x 95 14 % 14 % % L % 7 u% lb 7. 2% b 5% x 37 14 14 % % L L 7 11 % 1% % 2% % 5% w 14X 34 14 % C % b % 5% u% IL 5 2% b 5% x 78 14 2 % b b 5% u% 1% 7: 24 % 5% W 14 x 74 14 % 10 % % N % 4% 11 % 1% 5 2% b 5% xG 14 10 % L b 4% 11 % 1% % 2% % 5% x El UM 10 % % b 4% u% lb % 2% % 5% W 14 x 53 14 8 % % b 3% u% 1% % 2% % 5% x 48 U% 8 L L b 3Ts u% 1% % ZW % 5% x 43 U% 8 % b % 3% 11 % lb % 2% b 5% W 14x 38 14 % s% % b b 3% un 1% % 2% % 3% l x 34 14 E% N b % 3% un Ik % 2% b 3% x 30 un 5% % % % 3% un 1 %- 2% b 3% W 14x 25 UM 5 L % % 2% 11 5 1 % 2% b 2% x*22 U% 5 L. % % 2% un % .% 2% b 2% 8 e i e AastaiCAM INSTITUTt or STttL CoMsimucTioN l . -
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- TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. +> s QI-QP-11.10-9 Rev. 7 (sx - CPSES - N,
- Page 47 of 84 JAN 17 587 ,
1 l > 1 ATTACHMENT 7 (Cont) r.
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W 12x130 14 % 12 % 1% lb % 5% 9% Zb lb 3% b 5% x181 13 7 12 % 1% To b 5% 9% 2Me Ib 3% % 5% x133 13 % 12 % 1% % % 5% 9% 1% 1 3% b 5% x120 IM 12h 1% % % 5% 9% 1% 'l 3 5% x106 12 % L:% 1 % b- 5% 9% 1% % 2 % 5% x 99 12 % 12 % % b b 5% 9% 1% %, 3 % 5% x 92 12 % 12w To b % 5% 9% lb Fe 2% b 5% x 15 12 % 12 % % % % 5% 9% 1% To 2% b 5%
. x 79 12 % 12 % % % % 5% 9% 1 % 2% b 5% l x 72 12 % 12 % b b 5% 9% 1% Fe 2% % 5%
x 65 12 % 12 % % N 5% 9% lb % 2% % 5% W 12x 58 12 % 10 % % b are 9% 1% % 2% % 5% x 13 12 10 % % Me 4Fe 9% 1% % 2% % 5% W 12x 50 12 % 8% % % b 3Fe 9% 1% % 2% % 5% x 45 12 8 N b 3% 9% 1% . 8 2% % 5% x 40 12 s % b % 3% 9% 1% % 2% 5% - W12x 36 12 % 6% b b % 3% 10 % lb % 2% b 3% x 31 12 % 6% b % % 3% 10 % 1 % 2% b 3% x 27 12 6% % % % 3% 10 % % b 2% b 3% W 12x 22 12 % 4 b % % IFe 10 % % % 2% b 2% x 13 12 % 4 % % % ifs 10 % % 2% N 2% x 15.5 12 4 % % % 1ra 10 % % b 2% b 2% . x 14 11Fe 4 % b % IFe 10 % % b 2% b 2% ' Aad(RICAN INSTITUTE OF STEtt CONSTRUCTION
l TUGC0 INSTRUCTION g . .
- s. QI-QP-11.10-9 Rev. 7 Page 48 of 84
-(_ TEXAS UTILITIES GENERATING CO.
- - CPSES - .
. JAN 171987 ATTACHMENT 7 (Cont)~
i_
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-- Dimensions for detailing
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W 10x112 , n% 10 % 1% % %- 44 7% 1% % 3 L !% t xico n% 10 % 1% % L 44 7% 1% A 3 % !% x 39 10E 10 % 1 % L 44 7% lb % 2% % 3% x 77 10 % 10 % 5 L % 44 7% lb % 2% L. 5% x 72 10 % 10 % % % % 44 7% 1% % 2% L 5% x SE 10 % 10 % % b % 45 1% %
, 7% 2% % T4 >
X 50 10 % 10 % % b L 4% 7% 1% % 2% % 5% x !4 10 % 10 % % % 44 7% 1 % 2% % 5% , x 49 10 la b L L 44 7% 1% % 2% % 5% ; W10x 45 10 % 3 % % % 35 7% IL % 2% % I 5% e x 39 to a % L L 34 7% 1% % 2% % 4 5% x 33 9% 8 L L % 34 7% 1 % 2% % !% W10x 3 10 % 5% % b % 2% 3% lb % 2% N 2% i X3 10 % 5% L % % 2% 8% 1 % 2% L 2% x Z1 SM 5% b % % 2% 8% E b 2% L 2% W 10x 19 10 % 4 % % % 15 % % x 17 3% 2% b 2% 10 % 4 L % % 1% 8% % b 2% b 2% x 15 10 4 % % % 1h 8% % b 2% L 2% x u.5 94 4 L N L 1% 8% % b 2 % 2% e A88kRCAN lessTITUTE OF STEst CoseSTRUCTtose ___ -..,m.- - - ,y. -r+- , --e- wet-+ - - , - , - 3
TUGC0 INSTRUCTION , TEXAS UTILITIES GENERATING CO. +' s QI-QP-il.10-9 Rev. 7 O w '
- cases - s. g 1 g.
ATTACHMENT 7 (Cont) k.
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l4-T3 1 Dimensions for detailing - . _ . - i ll
- 6. I 1
riange .g., 06etenee l l De I"* Wietn ness ess' Gege De*gnecea a T k g . A. s. e s en.l in.l sn. t In. .n. in, sn. s sn. sa. l :n. sn.l sn. W 8x67 9 8% .Lb
. b %s 3Fe 8% lb % 2% % 5%
x58 8% 8%. "Me % % IN 6% lb lb 2% b 5% x48 ' 8% 8% 'b % b 34 6% lb %- 2% % 5% . x80 8% 8% b % b 35 6% 1b % 2% % 5% x35 8% 8 % b b 3Mi 6% . 1 % 2% % 5% x31 8 8 b b % 35 6% 8b % 2% k 5% W 8x25 8 6% b b % 3% 6% 35 % 2% b 3% x24 75 6% % % % 3% 6% Nr b 2% N 3% W 8x20 8% 5% % % % 2% 6% M' b 2% b 2% x17 8 1% b % % 2% 6% tb % 2% b 2% W 8x15 8% 4 b % % 17e 6% Sk N 2% b 2% x13 8 ,4 % % % 1% 6% % % 2% b 2% x10 75 4 b b INe 6% 'k % 2 % -2% W 6x25 6% 6% N 25 4% 5% b 2% % 3% x2O 6% 6 % % % 2Te 4% 5 h 2% b 3% x15.5 6 6 % % % 2% 4% % %- 2% b 3% W 6x16 6% 4 % % % 15 4% 5 k 2% b 2% i x12 6 4 % 4 % 1No 4% % W 2% b 2% x 8.5 SM 4 N b b 15 4% -b 5
% 2 % 2%
W 5x16.5 5% 5 N % % 2% 3 %' *b % 2% b 2% x16 5 5 % % % 2% 3% % b 2% b 2% W 4x13 4% 4 % % % 15 2% *b 2 b 2%
~
O } Aasdican lastitutt or Srsa. Consrauction
b TUGC0INSTRUC'$ ION TEXAS UTILITIES GENERATING CO. g> . QI-QP-11.10-9 -Rev. 7 O q . Page 50 of 84 d - CPSES - N s JAN 171987 ATTACHMENT 7 (Cont) N _o
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l ta. ! in. l in. I in. I in. I in. in. i an. in.1 in. I in. : in. i in. I in. , M 14x17.2 14 4 % Me % 17s 12 % % % 2% N % % 2% M 12x11.3 12 3% % L k 1% M% b % 2% % % - - M 2x23.1 9% 5% %' L L 2% 8% % % 2% % L % 2% x22.9 9% 5% % % % 2% 8% % Me 2% N % % 2%- M 2x 9 M 2% Ms Me L 1% 9 % L 2 % b - - M sx34.3 8 : L % N 3% 5% 1m .i % 2% % rs sw x22.5 1 8 L L b 3% 5% 1h h % 2% % L % !% M 8x22.5 8 5% % % b 2% 6% % % 2% % % % 2% x18.5 8 fu % % % 2% 6% %* L 2% b% % 2% M 8x 5.5 8 2% b % Me 1% 7 % % 2 % b - - M 7x 5.5 7 2% - L % Me 1 5% b % 2 % L - - M Ex22.5 5 E % % N 2% 4% % % 2% % % % 3% x3 E 8 % % % 25 4% SN L 2% N % % 3% M E x 4.4 5 17. Me % b % 5% % % 2 % N - - M 5x 3.9 5 5 L L N 2% 3% % % 2% % b % 2%
; M 4x13.3 4 4 % b b 15 2% 8% % 2 % % % 2%
x13 4 4 % % % 1% 2% %N 2 N % % 2% Gave a sermiss46e neae seem enes: esse =nere seesifiaenen Seet. LMJ may resure
- reeucnon in fastener size. .
1 AnstancAn IMsfrTUTE OF STtti. CONSTRUCTION w . - - . , - , --.
r- 1
! TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. ;- eP- .QI-QP-11.10-9 Rev. 7
- s. Page 51 of 84
- CPSES ~ '.' [ /
JAN 171987 ATTACHMENT 7 (Cont)
. . s.
, 9. % .e. + N-kVTs. .
r f,- +' S SHAPES 4 Dimensions for detailing -- A Crio = lr-E,l Flange w,, Distence " y ,,,, i oes. ..een oy ,,,,,,
= nose. ?=,;- !=
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5 24x120 24 8 1% % '% 3% 3 2 3% b 1% 1 4 x105.3 24 75 1% % 3% 20 2 3% % 1% 1 4 S Z4x100 24 7% To % % 3% 20 % 1% 3 b E 1 4
. ~ .x 10 24 7% 5 % Me 3% 20 % 1% 3 % E 1 4 x 73.9 24 7 Ps % % 3% 20 % 1% 3 b % 1 4 S mx 95 m 7% % % % 3% 16 % 1% 3 L % 1 4 x IS 20 7 % % 3% 16 % 15 3 % Fa 1 4 5 20x 75 20 6% 8% % 27e 16% 1% 3 % % % 3%
x 65.4 20 6% % % % ZFs 16 % 1% 3 Me % % 3% S 18X 70 18 6% *b % % 2% 15 1% 2% b % Te 3% x 54.7 18 6 .% b % 2% 15 1% 2% b % % 3% S I5x 50 15 5% % b % 2% l12% 1% 2% b b % 3% X 42.3 15 5% % N b 2% 12 % 1% 2% % % 3% i; 312x 50 12 5% % 8Me b 2% 9% lb 2% %. % % 3
, X 40.8 12 5% % .% 2% *% lb Zal b .% % 3 I
3 12 X 35 12 5% b 2% 3% ik 2% % % % 3 x 31.8 12 5 b % b 2% f% lb 2% % % % 3 3 10 x 35 10 5 % % 2% 7% 1% 2% % % % '2% i x 25.4 10 4% % b % 2% 7% 1% 2% b % % 2% ! S 8x 23 8 4% b N % 1No 6 1 2% b b % 2%
- x 18.4 8 4 b % % 1h 6 1 ZW b b % 2%
5 7x 20 7 3h % % 1% 5% 4 2% b % % 2% x 15.3 7 3% % % % 1% 5% . No 2% % % 2% ' S 6x 17.25 6 3% % b 85 1% 4% % 2% b % % 2 1 x 12.5 5 3% % % % 1% 4% %'2% b b - - I . 5 5x 14.75 5 3% b % % 1% 3% % 2% b b - - x 10 5 3 % % 1% 3% % 2% b b - - S 4 x s.5 4 2% b b b 1% 2% %e 2 % b - - l
~
x 7.7 4 2% ,b % 1% 2% %iz % N - - l
- S 3 x 7.5 3 2% % % % 1% 1% % - % % .- -
x 5.7 3 2% % b b 1% 1% % - % % - - j i See, a seem es. nee nee, seem enes eese.nw. seeenseason seet. Lis.s may e evee eeues en a reeeene, sae. l AasteicAm INSTITUTE OF STEEL. COmstaVCTION
-.9 - , y.-_ - . .
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b - TUGC0 INSTRUCTION T EXAS UTILITIES GENERATING CO. ', QI-QP-11.10-9 Rev. 7-
+\ >
.O ' Page 52 of 84
- CPSES -
JAN 171987-s ATTACHMENT 8 i CABLE TRAY SUPPORT Al . .
;g5 \' l ONQiTJ0:NAL j l
\ \ >
AX:S% ' e 2.
^
l F.,WGES
! I P
u .
'\ CROSS-SECTIONAI, PLANE
. PERPENDICULAR TO
$AMN i SIRdCTdRd. eda,*E LONcIIcDINAL Ans (csAmEL aa: <ce su.w.=>_z, SE,cJ1cd A.A
\ Ar'-' ctaLa rce Awy ssAr*.
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REIECT* .. . . . ACCEi=T ** l *
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6 n I ' '> Jc;.g e.t v 15Ct.". . l I l fll'ot y I , i l1ll 1 l I .i r f.
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N Mt.lT IMNC SL ! 1 ' ' l l . I I I l , I c&ki.E I I ;Q Mdt j
- 7 I: 2 g Y
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I s Ir l W 5 n I ' l t
*' Holes or bolts are in same cross sectional plane.
** Holes or bol'ts no't in the same cross sec:1onal plane
'must be 2" or greater centerline to centerline. l l .
TUGC0 INSTRUCTION
^
' TEXAS UTILITIES GENERATING CO. g s, QI-QP-11.10-9 Page 53 of 84 Rev.,7 g '.
- CPSES - N
~ JAN 171987 ATTAC1DiENT 8 (Cont) l CABLE luY The following criteria shall apply to holes in the cable tray stringers in the vicinity of the clamps. Repairing o,f holes in cable tray stringers is required if:
I (1) Minimu:: disance between edges of holes I/16". j--- . w m. .. (
]_ _ _ _ _ _ _%. ! *g 3
l (2) One er more existing (unused) hole (s) lie in the same c ess section with an oc:upied hole (s) (used) or existing hele (unused). An exce :icn is made for manufacturer's holes. See (5) below. F ' F F unusee note :s be repaired-f_f unused hole to be repaired f , to unused hole #(l be repaired u le
- I unused. hole unused hole --= o te be repaired"j ,
[c:sssectionj g -) used hole e t _, ? (t7D} , l__L_ . usec hole-y .g ( _I _, L L - L. (U 1"ne dia:e:er of existing (unusad) hole is g-ester than 2/A*. ____________ I u m. L il
- C (4) The hele (used) is slotted. A s1 cited cable tray st-inger hole shall be defined as a hole witn a varying diameteemf 21/16*, The hele may be redrilled as required. Existing (unused) slottr.d holes with the maxisium dimension less san 3/4" need not te repaired.
QlA.t'E ,Mf.I. Q1h. oi ' s (5) All =anufacturer's holes are acceptable (i.e., need not be repaired) provided edge distance between manufacturer's hole and field drilled i
, holes are in agreement with the above criteria.
TUGC0 INSTRUCTION l rEXAS UTILITIES GENERATING CO . g' > QI-QP-11.10-9 Rev. 7 Pa8e 54 of 84
- CPSES -
JAN 171987 ATTACHMENT 9
- MAncat 7tAK iTtm Er.Ici.tc STAT:CN
[MSPECTION REPORT " " utM 'c"ter;a
; ac."
" .;carinurica o.
Tac m m;sa';a i 1;rnL*/ - vtc..ic. pte. 1 ati.J.;. m.
;M AAnat 4. ;m smr. ;stan 4.
f NA y ng.yp.g g,a33stv. a :-mi 4. 9 gay, ,i G:n seccris *t :21TALLAT.ON F F{gg tm1PTCICm C *tatF? TAT n s { ;in17A(uf!gn gt7tC :n "" ;nspig?:gn 9 aggTgg;
- mS8 atsut*1 ""* lN17t*?:On C I818(CU"N COP't!?!3. ALL A88t!CA4L( ;*(w$. *Af*1FCtf G insisc:en c:wtcra. asAr:2nc ur :ro.: ustra w.u at :=sitca art ETEM 4 .
i INSPEC"!CM ATTRIBUTE! oc .
- ,)! lri
- i 3l' II urt I tt 8'C"'"#8 ..
- 1. I 3ase Metal Oamage
! -l l l l l lMishandlinaMark-(dent, scratches, cabid marks, l l l l etc.)
l- l l l ! l Mechanical Abraston - (grinding, filing, etc.) l l l l l 1ArcStrikes/Couges
! l l l l I Misdrilled Holes ,
i j l l l L Cracks l l l l l l lf=inations * ( l 1 ) l l i Other (Specify)
! l ! l l l l i i 1- l I
- l l I i l Defect Dimensions l l l l l Mate.*ial type /grada l l }. )
l Wil/ place thickness j j -l l l Outside diameter l l l l 1 i l 1 l l [ SK' ETCH l l I l 1l l 4 I I I I I I l- I < l i I
~
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. TUGC0 INSTRUCTION f g.'EXAS UTILITIES GENERATING CO. g ,
QI-QP-11.10-9 Rev. 7 q- ,: Page 55 og 84
- CPSES - %,
JAN 171987 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 nacerial less than 3/8 inch in thickness.
- 2. 1/16 inch, for material 3/8 to 2 inches inclusive in thickness.
- 3. 1/8 inch, for material over 2 inches in thicknass.
Plate:
- 1. 7% under place thickncss for plate 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 THICKNES S . EQUIVE.LNTS (Thousandths) 1/64 = .015 l 1/2 35 1/32 = .031 1 3/4 43 l 1 70 1/16 = 0.62 l 1 1/4 87 1/8 = .125- l 1/12 105 1 3/4 122 Over 1 3/4 125 I
, ,.,.w ~ --_ v - - + ,,
TUGC0 INSTRUCTION- +
*EXAS ' UTILITIES GENERATING CO. : ,qs> >
- QI-QP-11.10-9 Rev. 7
( ' Page 56 of.84 ' O
- CPSES -
JAN 171987 ATTACHMENT 11 NOTES 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.these clamp details and~ dimensions which are !
for inspection purposes. Dimensions 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 a shall be as shown on the preliminary "as-built" drawing. Gap require-ments given in Attachment llA override any clamp gap requirement.shown on the preliminary "as-built" drawing. For-clamp types specified on the CTH drawing as other than type A, C G and "special", they shall be inspected as a one bolt, two bolt or multi bolt clamp configuration
+ as applicable. 3', Tray clamps shown in this attachment may-be attached to a supporting tube steel, angle, plate, channel, section, valls.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 clamp member and the structural member, the plate is considered part of the structural member. In this case any welding unless specifically called NNS on the CTH drawing is considered structural and the veld is ' safety related. I
- 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 j flat or bevel washers. No more than two washers shall be stacked. When a flat and bevel washer are stacked. either order of stacking is acceptable. Flat washers may be installed under'either or both the , head of the bolt and the nut; however, the existence.and location of l ! flat or bevel washers is not required to be shown on the preliminary l i as-built drawing. I i
- 5. If the irregular gap between'the tray and the clamp exceed 3/16, _
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-i \* . .
. . - - , , . , - , .- ,,- - - . - - -.-----.m-
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l TUGC0 INSTRUCTION L TEXAS UTILITIES GENERATING CO. g > ' s. QI-QP-il.10-9 Rev. 7 ( . Page. 57 of 84
, ph , - CPSES -
JAN 171Q87 ATTACEMENT 11 NOTES (Cont) j 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, i 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 permit verification of the dimen-sions required per Attachment 11, and shall verifv said dimensions of } Attachment 11.
- 8. The details shown on this attachment shall be used in conjunction with ~
Attachment ilA. , , 9. Shims or Filler plates used to reduce / eliminate excessive gaps between.
- 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." thickness for all Attachment _11 and
., llA. details. Welds, if used, for those shims / filler plates.are NNS.
, The existence / location of filler / shim plates is not required to be j shown on the drawing.
- 10. Inspection orientation shall be per Attachment 14.
- 11. For dimensions showing transvarse location of bus duct, the dimension !
shall be taken from 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 21/8".
- 13. When tolerances are specified for cumulative gaps with shims' or filler-places installed, those tolerances may also be used when no shims or j filler plates are installed.
t 4 1
. e. . . .
w =m -y +vr-e- t- ay yyww- g-.--y-,,,*-%u-,.--ga%e --- -w-----..--.---,.----,-_ vee -+=----y -' w w
TUGC0 INSTRUCTION. QI-QP-11.10-9 Rev. 7-
' TEXAS UTILITIES GENERATING CO. h > ' ,,
q - Page 58 of 84
- CPSES -
' JAN 171987 E
ATTACHMENT 11 (Cont) HOLE FOR l'p 50LT- 7
/ p lic -0. +ti i ! -f.
p -. .' P_ L N_ ',' y
- WIOTH OF THE TRAY LIP ( MIN)
E E -
. } y $ CLAMP I CLAMP 2
< -0. +t ) $ E 7. TRAY j E 7 .
SUPPORT S
> $ a L..
ITMBER .:::. C J . 1 --l O. . Ilt:{} SECTION A-A s
~ -u DETAIL C
- -V
)
(SEE CTH [HA U PEMBERS) E PORT NOTE: CLAMP DIMENSIONS SHOWN ARE TO BE VERIFIED FCR FIELO FABRICATED ' CLANPS ONLY. CLAW S VHICH ARE NOT HOT OIP IRREGULAR GA^a GALVANIZED ARE CCNSIDERED FIELD ( SEE NOTE 2) - FABRICATED. . FRICTION BOTT0pg FRICTION (g) gap
' FRICTION TYPE CLAW OF TRAY TYPE CLAMP
' TYPE CLAMP \ BOLT FOR \ t T FILLERR. " RAY CLAMP .
[ ( IF RE0* t= SEEDETAIL{A MA'XI
] TRA1 jl'y(A30TORHS:
W/ WASHER L TRAY ON SH 2 0F 2
/ ..."
==
SHIMA 3 (Q) CAP } I MX oIOh IRREGULAR ( MAX) Ot-),+y) GAP OF )( MAX) SEE DETAIL C [--
& NOTE 3. GAP ( SEE NOTE 21-NOTES:
1.FOR WASHER ORIENTATION ANO DETAILS SEE ATTACHMENT
' TOTAL CAP (Top (R) A:6 3c7 03 (s)) xdTTOIxc:EDf.
APPLICABLE TO A AND A CLAMPS OR O .i. IRREGULAR A AND C CLAMPS.'TOTAL CAP U t V $ j *
- 4. CLAMPS 1 AND 2 NEED NOT BE IDENTICAL.
TYPE ' A' CLAMP ( TRANSVERSE / FRICTION)
- SH.1 0F 2
i
~.1,_ -
TUGC0 INSTRUCT ON TEXAS UTILITIES GENERATING CO. p> , QI-QP-il.10-9 Rsv. 7_
! Page 59 of 84
- CPSES - \ -
JAN 171987 > ATTACHMENT 11 (Cont) CUT IF REQUIRED TO CLEAR l3' MIN' INTER.FERENCES H
' I
/{OLEFOR
') BOLT j ( TYP) y l3 -
l
.h I9
.Q.. !
' ' U
\ MAX ml.,- [HotE p+
THK:} (H0LE
- Da M I A -
/-SHIM P SETWEEN TRAY
. & SUPPORT {THK ( MIN)
( LENGTH & WIDTH TO SUITi
~ '
O .
/ ,- y x-=#v gm< ,
TO SUIT . SUPPORT TRAY CLAPP
- PLAN
- '.)
TRAY SOLT AT GAGE NOTE.5 ' LOCATION OF . SUPPORT SECTION L SHIN PLATE MY BE /IELD FA8RICATED ( SHOWN ON CTH1 AND PAINTED WITH GALVAN 0X PAINT. 7.. WELDS FOR SHIM PLATE TO CTH FEPBER ARE NON-SAFETY RELATED WELDS AND NEED NOT BE INSPECTED. EL_.LN. l 4 l
. TYPE ' A' CLAMP [.
( ( TRANSVERSE / FRICTION) [
- i. SH.2 0F 2 l
g p- 4
- j. ,
h
'l
- s. .
h TUGC0 INSTRUCTION QI-QP-ll.10-9 Rev. 7 TEXAS UTILITIES GENERATING CO. g> g Page 60 of 84
- CPSES - '
'~
, JAN 171987 ATTACHMENT 11 (Cont) -
i IN. THK l R}WHEN WELDED f'1} MIN. ,f A 1} MIN
- FOR CLAW WELDS
,[
~ d#1{MINe SEE.CTH ORAWING IF NOT SHOWN ON d#1} MIN f .l
, " .w .. . . - - " THE-ORAWING, VERIFY f * ,
g THE WELD SHOWN HERE
; h L-. . .. ... .. $ .
, e CUT IF REQUIRED .TO '
' W CLEAR INTERFERENCE '
1} MIN HOLE FOR {'# BOLT / PLAN
. WELDED TYPE ( FIELD FABRICATED)
. 23(d.-il**
CUT IF REOUIRED TO l_ liMIN l l l CLEAR INTERFERENCE
~
i i '-
, i .
2
- 4 - , A
" ~
[ FILLER EIF REQUIRED
. 7 ~
( SEE DET Al '" FOR 80LTED TYPE ONLY BOLTED TYPE NOTE: CLAMP SIIE DIMENSIONS ARE PROVIDED FOR VERIFICATICN OF FIELO FABRICATED CLAMPS ONLY.ALL CLAMPS NOT HOT DIP GALVANIZED ARE TO BE CONSIDERED FIELD FABRICATED. 7 13 gygI CUT IF REQUIRED TO CLEAR INTERFERENCES I
- SO T I
'\ '
; ( TYP1
/j 'N ^
- . s .-- - . s j - - .
s .. h - -G(SEE CTH ORWG FCR
/ ,N ANCLE OR CHANNEL SUPPORT ME.WERS)
\ MAX FILLER CHOLE (HOLE j - [ x THKsi \'UPPORT S net 9ER TRAY DETAIL A .
SHIM % h(F.) DIM. NOTE!: 1 IN. THK l I' c q j 1. SHIM PLATES MAY BE FIELO FA8RICATED AND PAINTED WITH , ( MAX) _ gal./ANOX PAINT. CUT TO E ( 2. VEL 2S FOR SHIM PLATE.TO CTH !TMSERS ARE
. , F- TRAY CL AW N0il-SAr uf RELATED AND NEED NOT BE INSPECTED.
- 3. IRREGUL AR GAPS 3ETVEEN TRM CLAMP / SHIM PLATE AND Ei+IM SUPPORT PLATE / STRUCTURAL f(M8ER SHALL NOT EXCEED i IN. EACH.
- 4. ;IMC:CI CLIUR.ATI'IE CAP 3ETi.'EE:l C'wV;'-TRAY. TRAY-5 HOI 4:D 0( +y . -} } C TC i O q,
- FOR BUS DUCT LEETH 0F WELD IS 1 INCH MIN.
g, $ 2 T, ** FOR BUE OUCT THE LENGTH'0F THE CLAMP MAY BE 2i( +}. -i) W/ WASHER TYPE ' C' CLAMP THE WIDTH MAY SE 3( : } AND THE ( A-307 MIN) ( TR ANSVERSE/ FRICTION) THICXNESS ( SH 1 0F 2) WELDED OR AS~ SCLTED INDICATED TYPES, FCR-
'/
e * .. ..
. TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p ,
QI-QP-11.10-9 Rev. 7 Page 61 of 64 g O
- CPSES - s JAN 1 ? 1987 l
ATTACHMENT 11 (Cont) TRAY O CLAPF 3 TO SUIl TaAy S I
~ ' ~
, . mx .
l/ ' f Q i SHIM R.( MIN) SEE NOTE L ^ FOR SCLTED x/ _ . TYPE ONLY / 4 % CUT FROM STANDARD 9+j PLAN i O- TRANSVERSE TYPE CLAMP i \/
.b -- -f - ...f &
/
( TRAY PLAN Nofc51 RAY CLAPP TRAY I. SHIN PLATE MAY BE FIELD i'/'BRICATED ANO PAINTED VITH GALVAN 0X PAINT.
. SUPPOR WELD FOR SHIM PLATE TO C7iHTMBERS ARE NON-SAFETY RELATED ANO 'OPTIONAC, AND 8807 70 SE. INSPECTED.
f f. FOR WASHER ORIENTATION & DETAILS SEE ATT. 1IA
/ -
1%
'I+, PL.AN TYPE ' C' CLAMP
( TRANS ERSE/[RfCTION) r
' ^
. .. l
\
F TUGC0 INSTRUCTION g>>, TEXAS UTILITIES GENERATING CO. QI-QP-ll.10-9 Rev. 7 Page 62 of. 84 -
- CPSES - N.
ATTACHMENT 11 (Cont)
~
CL' APP 1 CLAMP 2 4 TRAY IA P. h MIN X 1} MIN ( TYP) O( -k ) ..
! i ( + UNLIMITED)
BOT-0F TRAY ' TYP FOR WELD Z "
/ REFER TO CTH OWG SUPPORT b gpp y g4p y GAP U GAP ( U + V) S l APPLICABLE TO G AND G CLAMPS OR G AND
[ A CLAMPS. CLAMPS 1 AND 2 NEED NOT
, EDGE OF BE IDENTICAL.
, TRAY CAP ( Z + V) S [ ( TYP) s CLAMP SEE DET.A ,.. ' , j j,. , CLAMP ,.e' W '
. j ,'
l
/ ' i l i l !
l \
-l2 I
l PLAN
/ THIS DETAIL MAY BE USED WHERE TRAY BENDS.
/ IF REQUIRED. THE VERTICAL PLATE MAY BE BENT TO FIT THE CURVATURE OF TRAY. TOP l HORIZONTAL PLATE MAY ALSO BE CUT TO l MATCH TRAY.
Y FOR 'Y' OIMENSION REFER TO CTH OWG. l i TOLERANCE ON 'Y', DIM.IS:). IF 'Y' OI'MEMSION IS NOT SHOWN ON THE CTH DETAIL A O WG, CLAff SHALL AT LEAST SPAN ACROSS ~ 0R ( BE CONTAINED BY THE SUPPORT MEMBER. TYPE ' G' CL AMP SHEET 1 0F-2
= - ~q -s
; s .
TUGC0 INSTRUCTION l TEXAS ' UTILITIES GENERATING CO' ' h> ' - QI-QP-ll.10-9 Rev. 7 Page 63 of 84
- CPSES - ,
JAN 171987 ATTACHMENT 11 (Cont) BUS OUCT- d-X OR {' p A-307 _ RD HD BOLT ( TYP) W/ WASHER SIDE OF BUS DUCT X [ - 4 r /
} MIN
./ j
/ ,
f ( +k , '--0)
- k. x x M' .
/ J_ ;
Y k k GAP U + V: X
, , y j MAX .( TYP
. f A - .
. I D
X L STRUCTURAL MEPSER f'
. FOR-WELDS REFER-TO CTH DWG ;
FRICTION / TRANSVERSE TYPE- ' G'
-CLAMP DETAIL FOR BUS DUCT NOTES:
- 1. TOLERANCES FOR DIPENSIONS.X. XI. X1ALTANDYIS:{.
FOR X. XI ( OR XI ALT) AND Y. SEE CTH DWG.
..FOR PLATE SIZE SEE CTH DRAWING.
- 3. VERIFY EITHER XI OR X1 ALT AS INDICATED.ON'CTH ORAWING.
TYPE ' G' CLAMP J SHEET 2 OF 2 - l s._
! TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. ,e;>- 1 QI-QP-ll.10-9 Rev. 7 q 4 Page 64 of 84
- CPSES - .,
JAN l'71987 ATTACHMENT 11 (Cont) ( A) ANGLE TYPE BOLTED TO SUPPORT MEMBER. ANGLE X ( SEE CTH OWG)
} WASHER E 1 )' OR l'% RD HD BOLT FOR TRAY 24 IN. X1 X1 3
( A307) W/ WASHER . AND UP ( AL TJ <t VERIFY PRESENCE l 'p BOLT ( HS) TRAY L l W/ WASHER g , {4 x - [
.. x,
~~ ~~ ~~
yAf \ e. L SUPPORT PEMBER -._ Y
- G ISEE CTH ORAWING
, FOR ANGLE AND CHANNEL SECTION) .
~ ~ G ( SEE CTH DWG FOR ANGLE AND CHANNEL SECTION)
( B) ANGLE TYPE WELDED TO SUPPORT MEMBER. ANGLE ( SEE CTH DWG . X AND NOTE 1) WASHER $ RD HD BOLT R TRAY 24 IN. X1 XI j ' OR(jA30 '@7) '
^
]
V/ WASHER $ [- I PRESENCE x fi[_.
._ TRAY x ~
b dPPORT S MEMEER --,I Y
. SUPPORT MEPSER FOR WELDS REFER TO CTH ORAWINGS.
'::0TE : C:.Xtr :'AY BE x;GI.E (AS DEPICTED ABOVE) OR PLCE. '
i ONE BOLT CLAMP CONFIGURATIONS _ SHEET '. OF 3
1
- I U TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g> ,
QI-QP-11.10-9 Rev. 7 I (.S Page 65 of 84
- CPSES - N. .
JAN 171937 ATTACIDfENT 11 (Cont) y' % OR 4 A-307 BOS DUCT ROHDBO[LTW/ WASHER 1 X XI X1 ALT
\
k 7 N r x . g O N 5 - ANGLE OR CIIANNEL (SEE C~H Db'G) SUPPORT MEMBER (FOR ORIE:iTATION SEE CGI DRAWING) FOR WELDS SEE CTH OWG - i
~ONE BOLT CLAMP DETAIL FOR BUS DUCT l
O
~
ONE BOLT CLAMP CONFIGURATIONS SHEET 2 0F 3
,. - w . . . - , . - - . , - - - ,.
- w. .r
l TUGCO. INSTRUCTION TEXAS UTILITIES GENERATING .CO. g> - QI-QP-ll.10-9 Rev. 7 Page~66 of 34
', g .)
Y[ k - CPSES - J AN 1_ 1 1.90/., ATTACHMENT 11 (Cont) f NOTES:
- 1. ANGLE CR' PLATE MAY SE '3ENT TO. TIT THE. CURVATURE OF TEE TRAY.
- 2. ANGLE THICKER THAN SHOWN ON CTH ORAWING IS ACCEPTABLE.
THE W ASUREMENT ! 3. FOR 'X, X1 OR'X1 ALT AND Y DIMENSIONS REFER *TO CTH ORAWING. TOLERANCE FOR THE ABOVE DIWNSIONS'IS : i . ,
- 4. VERIFY EITHER X1 OR X1 ALTERNATE AS INDICATED ON'CTH DRAWINGS.
- 5. IF.YDIMENSIONISNOTSHOWNONCTHDRAWINGVERIFYTHAT.Cletf_M@ER_5NANS_.AC IF Y DI:DCSION IS NOT SH0tm CN DRAWING 5, OR IS CONTAINED WITHIN THE SUPPORT MEMBER.
WELD VERIFICATION WILL SUFFICE, IF tELD LENGTE IS PROVIDED ON THE DRAWING.
- 6. ANGLE MAY BE TURNED UNDER THE TRAY.
THE ABOVE CLAMP TYPES CAN BE INSTALLED ON FLANGES OR WEBS OF STRUCTURAL NEMBERS. BUILT UP ME!@ERS. PLATES OR WALLS .AND FLOORS AS APPLICABLE'AND AS SHOWN ON CTH s DRAWINGS. , ! 8. FOR BOLTED CLAMP OVERHANG, SHIM PLATE. GAPS'AND WASHERS ACCEPTABILITY DETAILS, ORIENTATION AND OTHER GENERAL NOTES SEE ATTACHMENT I 1 A' k 5 9 3 F ONE BOLT CLAMP CONFIGURATIONS
$HEET 3 0F 3
. . 1 l
l
-w- , , , w >w y e ag -m-c m, -- -~--n--w., -w. - - ,
e- p,s-
P' l
, TUGC0 INSTRUCTION i g% > 'j TEXAS UTILITIES GENERATING CO. 1 QI-QP-11.10-9 Rev. 7
% Page 67 cf 84
- CPSES - N
"(
JAN 171987 ATUCHMENT 11 (Cont) t I. PLATE TYPE ( WELDED TO SUPPORT MMBER) ( SEE CTH' TRAY W
.i g 2-j 'd RD HD SOLTS x !N Y X
*- CA30T W/ WASHER)
~
R d u 4 , .
~ O j u ,
(
. . _ . . . _ . . }VIDERTRAY-VERIFYWASHER'RFOR a x 24.IN.
PRESENCE [ FOR WELO SEE NOTE 3 AND CTH DWG..
- Y
( SUPPORT MEMBER - SUPPORT MEMBER - II. ANGLE TYPE (BOLTED TO SUPPORT MEMBER) w j'$ RO HD SQLTS ANGLE ( SEE * ] TRAY i CTH DVG) -
$ ~ ( A-307) X W/ WASHER
~ '
y """" X SUPPORT d
# d MEMBER " '
OR WALL
'S , ,
j~~' iWASHERE , o _ _ FOR TRAY 24 IN. '
.. E '
7K SUPPORT.?<MBER i Q 4 f T. ARESEMP OR WALL BOLT ( HS) SEE CTH OWG7 ""'
& WASH y
I ( SEE CTH ORAWING
- FOR CHANNEL 1 ANGLE SECTIONS). ; III. ANGLE TYPE ( WEiDE0. T_0 SUPPORT NENBER) .
w 0 M WS TRAY FOR ' X' . ' X i' . AND ' Y' i' ANGLE (SE,- CTH .0VG,, p[g Q ( A-30T) W/ WASHER z m x- DIMENSIONS FOR TYPES
,g,, ,II*'ANO *III' l , , L ._X REFER TO CTH OWG AND
. 3 VASHER R x %i l l TOLERANOE PER NOTE 2.
- , L .. FOR TRAY 24 IN. t
. IF ' Y' OIMNSICN IS NOT
& UP VERIFY x a - O SH0hN ON OWG. VERIFY
, i i PRESENCE E 3 THAT CLAPP ?T.TER SPANS 1
__ ACROSS OR IS CONTAINED
, FOR kELD SEE NOTE 3 WITHIN THE SUPPORT ! . ' AND CTH OWG, .
SUPPORT MEMBER. VERIFY EITHER
# Xi OR X ALTE3NATE AS MMSER M
INDICATkDONCTHDWG. TWO BOLT CLAMP CONFIGURATIONS , SHEET 1 0F s-M
- 9 & > e op g ,,y
,, , , ~ , - , , , - - - - -
, . - - - , . ,,,,-..--,,---,.r-- g- , - + . - - -
TUGC0 INSTRUCTION
. TEXAS UTILITIES GENERATING ' CO. g> ,
QI-QP-11.10-9 Rev. 7 Page 68 of 84
-O m .
- CPSES - N ,
JAN 1? 1987 i ATTACIDfENT 11 (Cont) , i f 6 OR h;; a-2C7 # BUS DUC7 no 50 BCLT ' /VAshER - . (TYP)
. I < 5 1- - -
5
..,, _ ag757narz I T'nC 3CL T I-- Xt iiX ,/, CONF:0" RAT CN b ~
/
L,/ -! - g g 4
**aa =* *
$ Y * !
(~%. V _\% . 3 fNGLE OR CHANNEL ( SEE cTH Owo) SUFFCRT tTPSER ( FCR ORIENTATION SEE CTH OWCJ FOR WELOS S!!'OTH OkG i TO SOLT CLe.e OETc L r0R EUS DUCT l l TWO BOLT CLM CONFIGURATIONS SHEET 2 CF 3
+
, - , ,. ..g -
--w-+ , - , - - ~ ,- _ _
. , , , ,--,-m,- , ,, . ,-,--_..r, .-- ,
1 4 U TUGC0 INSTRUCTION , TEXAS UTILITIES GENERATING CO. - #-> QI-QP-11.10-9 Rev. 7 I
- Page 69 of 8'
- CPSES - N, JAN 171937 ATTACHMENT.11 (Cont)
NOTES:
- 1. THE PLATE OR ANGLE MAY BE BENT TO FIT THE CURVATURE OF THE TRAY.
- 2. FIELD PEASUREMENT TOLERANCE FOR DIMENSION MARKED ' X', XI. X1 ALT OR ' Y' IS : y,
- 3. WELD /SEVEL IF USED. CAN SE EITHER SIDE OF PLATE. FILLET WELD IS ACCEPTABLE IF NO UNWELDED BEVEL IS PRESENT IN THE WELD AREA.
- 4. ANGLE THICXER THAN SHOWN ON CTH DRAWING IS ACCEPTA8LE.
- 5. FOR BOLTED CLAMP OVERHANG, SHIM PLATE, GAPS AND WASHERS ACCEPTABILITY DETAILS, ORIENTATION AND OTHER GENERAL NOTES SEE ATTACHMENT TlA
- 6. ANGLE' t%Y BE TURNED UNDER THE -TRAY.
T. A80VE CLAMP TYPES CAN SE INSTALLED ON FLANGES OR WEBS OF STRUCTURAL MEMBERS. BUILT UP Mit@ERS. PLATES OR WALLS AND FLOORS AS APPLICABLE AND SHOWN ON THE CTH
~
ORAWINGS. , a TWO BOLT CLAMP CONFIGURATIONS SHEET 5 0F .3 6 e +
,- - , - -,. . , , v c-- - .,- - < - -,- - . - - - .-
y, . . , ,
. TUGC0 INSTRUCTION q
TEXAS UTILITIES GENERATING CO. g>\ QI-QP-11.10-9 Rev. 7 Page 70 cf 84 l Q - CPSES - N JAN 171987 ATTACHMENT 11 (Cont) l A) PLATE TYPE ( WELDED TO A SUPPORT MEMER) .
. X TRAY X
E j 'y RD ' HD BOLTS ( NOTE 3) ( NOTE 3) T ( A307 V/VASHER) ( SEE CTH]p SEE C TN BW6. 1 ' ' h g.- " DRAWING) , ,,,
. 4._e._ e_.6.. __ "
, I..,,
- x
. ,,. - l l l l 4 4 _ y .e .
. . . _ . . _. . . I . , , ,
i- . i i X( NOTE 3)- O i ; X( NOTE 3) SUPPORT MEMBER SUPPORT MEMBER FOR VELD SEE NOTE 9 AND CTH ORAWINGS. X _ X X X (NOTE (NOTE X - X -' 4 ( NOTE 3) , ( N TE 3) f--X . I , i a
- 4. . _ . _ 9 .
- I I I
.4._._._ .
- + L I a i ,
-X
( NOTE 31 X( NOTE 3)- T-SUPPORT EMBER X(NOTE 31 1 SUPPORT MEPSER MULTI BOLT CLAMP CONFIGURATIONS SHEET 1 0F 3
-, e *- e
$ 6
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. 9N QI-QP-11.10-9 Rev. 7 . Page 71 of 34
- CPSES - s.
JAN 171957 ATTACHMENT 11 (Cont) ( B) ANGLE TYPE ( BOLTED TO SUPPORT MEMBER) . X _
' ~
t HDl BOLT * $ RD _ : X X ( GEE CTH DWG) ASHER) ( NOTE 3)* ( NOTE 3) g,, 'NG g
. .e. ~
a , l jll - - TRAY -
- h - - a
- ::: x i i i 4
- -, - -+ -- p .+- -
! '.'_ . . __ . i n- 1 i a
= 1 X( NOTE 3)-
V g MMM Y_ _G* TH 0 p gg,4 BOLT ( HS) & WASH X X ( NOTE 3)_ . X ( NOTE 3) p-X ( NOTE 31' i >
$x
-X ( NOTE 3)
[ t j' p BOLT ( HS) 4.) / u.) a. 6 a.c 1 G* SCPPORT MEMBER
*SEECTHORAWINGSF5RG OIMENSION FOR ANGLE ANO i CHANNEL SUPPORT MEMBERS.
MULTI BOLT CLAMP CONFIGURATIONS SHEET 2 0F 5
I TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g QI-QP-11.10-9 Rev. 7 Page 72 of 34 i,g - CPSES - N. ( JM;I 71987 ATTACILMENT 11 (Cont) _ ( C) ANGLE TYPE (WELDED TO SUPPORT MEMBER).
= =
t j 'Y RD X X HD BOLTS
- c * =
( A30T W/ WASHER) (NOTE (NOTE SEE CTH DWG ' 33 33 I a . . . . A GLE ( SEE CTH DWG)
- ]l..l
'l I,l ,
TRAY
. -4. - -
x l l l l 3: - I l y
- -* - -t - e- -+- -
1 i i i a X( NOTE 3)-
; X(NOTE 3) '((/\ SUPPORT MEMBER .
Y
*--* SUPPORT PEMBER FOR WELD DETAILS y , SEE CTH DWG (NOTE (NOTE
- 3) 3) }
d . .
. .s. -- - -- . q. ,
x -
- 4. . .
9 . .
- 4. -. . . -- 4 -b i i a X( NOTE 31-X(NOTE 3) -
YI
-m MULTI BOLT CLAMP CONFIGURATIONS 1
SHEET 3 0F S
- __ y - _, _
F
.TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. hg j QI-QP-ll.10-9 Rev. 7 Page 73 of 34 .O, - - CPSES - N(
JAN 171987 r l 1 ATTACHMENT 11 (Cont) P Q CR [6 A-307- BUS OUCT RO HD 3CLT V/VASHER IINI FOR HUM!ER k CRIENTATICN CF BOLTS REFER TO CTH ORAW:NG
\ i I
t NY
- \
x: x; -i. 'T
...*-t I ,x L > x 2L.
ANGLE OR CHANNEL ( SEE CTH OWG) SUPPCRT f(PSER ( FOR ORIENTATION SEE. CTH DWG) FOR wtLOS.SEE CTH DVG
- MULTI-50LT CLAMF DETAIL FOR EUS.0UCT
~
O MJLTI-BOLT CL M CONFIGURATIONS SHEET 4 0F 5
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p , QI-QP-11.10-9 Rev. 7
- CPSES - T JAN 171987 ATTACHMENT 11 (Cont)
NOTES: 1. ANGLE MAY BE BENT TO FIT THE CURVATURE OF THE TRAY. 2. FIELO f(ASUREMENT TOLERANCE FOR DIMENSION MARKED FOR ' X' AND ' Y' DIMENSION REFER TO CTH DRAWING. 'X' ANO ' Y' ISIk. .
- 3. MEASURE CIH DRAWING. 30LT/ HOLE CLOSEST TO THE EDGES ONLY, UNLESS OTHEA DDIENSIONS AR 4.
IF DIMENSIdN Y IS NOT SHOWN ON THE CTH ORAWING VERIFY THAT CL ACROSS OR IS CONTAINED WITHIN THE SUPPORT MEMBER. S. ANGLE THICKER THAN SHOWN ON CTH ORAWING IS ACCEPTABLE. 6. ANGLE MAY BE TURNED UNDER THE TRAY. T. THE UP BUILT ABOVEMENERS, CLAMP TYPES CAN BE INSTALLE0 ON FLANGES OR WEBS ORAWINGS. PLATES OR WALLS AND FLOORS AS APPLICABLE AND AS SHOWN FOR BOLTED CLAMP OVERHANG,. SHIM PLATE. GAPS AND WASHERS ACCEPTABILITY ORIENTATION AND OTHER GENERAL NOTES SEE ATTACHMENT 11 A.
- 9. WELD BEVEL. IF USED.
NO UNWELDED BEVEL IS PRESENT IN WELO AREA.CAN BE EITHER .
- 10. THE BOLT PATTERN AND NUMBER OF BOLTS SHOWN IN THIS ATTAC OF POSSIBLE CONFIGURATIONS IN THE FIELO. FOR ACTUAL CONFIGUR CTH ORAWING. REGAROLESS OF CONFIGURATION, VERIFY A\1 THE DIMENSIONS INDICATE IN THIS ATTACHMENT, WHERE X IS THE DIMENSION BETWEEN EACH EDGE AND THE BOLT CLOSEST TO THAT EDGE.
4 6 MULTI BOLT CLAMP CONFIGURATIONS SHEET 5 0F 5 . 9
TUGC0 INSTRUCTION
+N QI-QP-11.10-9 Rev. 7 TEXAS UTILITIES GENERATING CO. >
>, Page 75 c: 8 ,+
- CPSES - -
, r n at 1 '7 10p r . ATTACHMENT 11A ig _, CUT IF -
~
- CUT IF t HOLE RE00 -
NOTES:
-HOLE FOR 1.0VERHANG DIMENSIONS SHOWN ON CTH DWG, f'
l'980LT 7 I HAS FIELD MEASURE TOLERANCE OF : }.
.f .,
N
- 2. WELDS FOR SHIM PLATE TO CTH MEMBER ARE NNS WELDS AND NEED.NOT BE1 VERIFIED.
/ REF TABLE
- 3. SHIM PLATE THICXNESS SHOWN ON CTH 0WG.
i kHOLE
- IF NOT SHOWN AS MAX. OR MIN. TOLERANCE ON MIN THICKNESS IS f .
BEVEL VASHER FLAT VASHER 4. FIELD MEASUREMENT TOLERANCES FOR DISTANCES OF PERIPHERAL BOLT / HOLES FROM EDGES OF. BOLT WASHEP ( DIM) PLATES / ANGLES ARE.TO BE : {. FOR HICSE DIA DIA
- DISTANCES REFER TO CTH DRNJING.
i s N ' I 1 g 5. FIELD MEASUREMENT OF GAGE DISTANCES FOR ANGLE USED IN CLAMP HAVE A TOLERANCE OF l 14 _1 2l FOR. GAGE. REFER'TO CTH OWG. lj if 6. IRREGULAR GAP SHIM TO ANGLE / SHIM TO STRUCTURAL MEMBER TO BE g MAX EACH. I j 1 -[g if T.FOR IRREGULAR GAPS BETWEEN TRAY ' AND CLAMP GREATER THAN i USE WASHER PLATE ( S) . , 8.FOR TRAY CONNECTIONS AT TRAY SPLICES, 80LT FOR . NUTS._WITH BUILT-IN WASHERS'ARE_ %CE?IABLE BOLT FOR W OR UITHOUT DIE USE OF STANDARD VASHERS "ITH ~
- TRAY CLAMP TRAY CLAMP
~~
! INTERFACE BETWEEN WASHER AND CHANNEL f- . i l AN IRREGULAR GAP OF / J f ( MAX) l SUPPORT UPPORT. MEteER 1," M AX. SHIN PL ATE MEMER - THICXNESS
~
~~~
IRREGULAR GAP CUT TO SUIT l HEAVY OUTY T THIS INTERF.*CE
--- ' 4x3 TRAY N HEAVYDUTYg.g TRAY TRAY CLAMP BOLT THRU TRAY CLAMP GAP } ( PL ATE OR
~~~
SOT OF l SUPT t PLATE OR ANGLE) ANGLE) ' L- - ("I N .! TRAY l GAP d i
...I [ l
\{ I"[ ~ {(MAX) ,
( TCP CF STRUCTURAL i 0 TO { g y [ l GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS SHEET 1 0F 3 { .
l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g> 1 QI-QP-11.10-9 .Rev. 7 Page 76 cf 84 q .
- CPSES - N ATTACHMENT 11A (Cont) 9.
AS SHOWN IN ATTACHMENT 11, A ' SHIM PL ATE
- SHALL SE CONSIDERED AS A PLATE VHICH SHIMS A GAP BETWEEN BOTH THE CLAMP AND TRAY AND THE SUPPORT. OR A GAP THE HATING SURFACES OF THE CLAMP.AND TRAY. WHILE A ' FILLER PLATE' SHALL BE CONSIDERED AS A PLATE WHICH FILLS A GAP BETWEEN THE CLAMP AND THE SUPPOR SHIM.
- 10. FOR BUS SUPPORT DUCT CLAPP. A FILLER PLATE MAY BE INSTALLED BETWEEN THE CLAMP A MEMBER.
THE FILLER PLATE DOES NOT GO UNDERNEATH THE BUS DUCT. ( THE FILLER PLATE MAY ALSO BE CALLED SHIM PLATE ON THE CTH ORAWING1. IT IS CUT TO SUIT WITH TOLERANCES ON THE WIDTH AS INDICATED IN NOTE 11, AND TOLERANCES ON ITS LENGTH AS FOLLOWS: l . O . OTOy ( TYP) f* f p_ gyg
, , 7'
- MAX OUCT i
o [ L \ f f h { S 0 TO i (TYP) l l C. GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS SHEET 2 0F 3
i TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. M , QI-QP-11.10-9 Rev. 4 I Page 77 ef 84 []
'V - CPSES - - N
% JAN 171987 ATTACID'.ENT 11A (Cont)
- 11. VIDTH OF THE SHIMS ( OR FILLERS FOR BUS DUCT) BETWEEN THE BOLTED CLAW S AND THE SUPPORT MEMBER IS AS SHOVN ON CTH ORAVINGS. IF NOT SPECIFICALLY DETAILED ON CTh ORAWING THE FOLLOWING SHALL APPLY.
- BOLT / HOLE AS IN CLAMP a
4 l T 5 ) mi < , 3 I g x,, m, , O 1 2 1 2 xr% ; zs . W ezeto cut TO SUIT
- 12. FOR SUS OUCT CL AW. WHEN THE SHIM PLATE IS INSTALLED BELOW SOTH THE CLAMP AND 1
THE BUS DUCT. THE TOLERANCES ARE AS SHOWN BELOV 0TO} OTOj 4 7 auS DUCT i MAX - {TO} / BUS DUCT 4 - 4
. P P, n ;;garxy FILLERl-r, N-SnIn 3 0 TO l.
(SHIN 3 O TO i -- I o To i i 1 ma, m vi' m , MAXTHK:{ ~
- O GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS
- SHEET.3 0F 3 y -.*,w -**-,y-e+ v* - '---w---- -
--------g
- , - - - - - - v- , - +- y -c- - - - ------
i TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. @ s QI-QP-11.10-9' Rev. 7 2 Page 78 of 84 0 - CPSES -
~
JAN 171987 i. a ATTACHMENT 12 , i. ' L 6x6x3/4 , g/q C6x8.2-FURN W/CTH- M g ; '= i= = = - = _ = = = = =
, 11wi= = = = = = = = =:i il I Il I ' i
!.T R A Y I j. y C6x8.2
~
II ' U_J - i CTH-XXX i i 1 I 1 L 6x6x3/4 ) [ r , i 3~ , I [----
' TRAY l >!d C6x8.2 f tr ; ;
l
,I C6x8.2 FURN W/CTH-XXX d ,, ,= = = = = [ = = =n _
9- l 'i , a a y .====== -- 3"
- 11 ^
a CTH-YYY 1 EXNIPLE OF MULTIPLE CIH'S CONNECTED TO COW.ON i- BASE" ANGLES i 7 1 ~ J
. ~ . . -- . - .- -. - . . -. - . - -
' i 1
~ .- e TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. --4> s QI-QP-11.10-9 Rev.'7 Page 79 of 84 4
( -
'5' 5 -
'( -
JAN 171987 l ATTACHMENT'13 i
, g C3 ht.?Jte e- OAT!
RETIEW CREG'. ST 4 .
- CollAI." ;ON!
i ATTRISCTE g h DESCRIFTION OF COMPLZ;t:- y == a DOC:'MENTATICW DISCIEPDCT - (::rIT:AL.' I
- 1. Inspectica report ausser nas seen .g g assigneo to inspection report. '
i l l
- . C3 Identification is correct it. l l block 3. g l
4 f '. Su11 dial, elevation anc roos l l l suster correctly entered in block I I
- r. .
- i g~ .
l l 4 Inspectiog proceoute revision is l l 1 carrectly entered in blics *. ; g
, 3. Isspeetten results are indicated l
in block 10. g s
- 6. Isspection report has signature.
badge and correct data entered. 4 i . All attributes are esecked Sat, l l { Onsat or N/A. . g g ,
- 3. All ".asat coctitions are described 'l
! is a clear and concise manner. 1 I
- ). Each Unsat condition is property l l
} ref erenced to the correct ites on l tae metaned twe. ivi=ar annliemble) I
- 13. Corrections are made per C7-1P-f 18.0 (no write overs).
1L. NCf. aumoer is ref erenced ta block ' , 13 (when apolicable). j 12 Drawing ausber and revision is referenced is block 16 l 3. Iaspection report ausoor entered ori ' i attached dwg. and all attachments. l. } 14. Psge nuacers correctly assigned l l 4 to all sheets. j l
.)
- 15. Attached drawing has signature, I !
l 1( hedge and date. l l 1
- l. 16. Othe. ,
i l I ? 17 . Other I ! I [
- . :nT:A:. arnr.: . i m m ,y .
. -. ~ y ,
, .. . _ . , -.... .. .g. . . . . . . , .
, i
,w.., ,,-__._-_,.m_-.._,x,. . . - . .-y,_, -,..., - rv __
1 l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p> QI-QP-il.10-9 Rev. 7 Page 80 of 84 j - CPSES - v JAN 171987 ATTACHMENT 14
- 1. Any exceptions to this attachment will be individually drawn on ,
the CTH drawing.
- 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 me=ber orientation given as part of clamp details is pictorial only and not a required for orientation of the structural = ember.
- 4. When cla=ps are mounted on symmetrical support members (example 1 and 2), all cla=p dimensions may be as shown or opposite hand.
8 o C 'O o " o o o y m o ee 1 m
- Example 1 Example 2
- 5. Dimensicas used to locate clamps on non-symmetric'l a structural members shall be taken from the heel of the member, (examples 3, 4, and 5).
O C A - - - - - - - - - - - ~
- i O O . , l l 1 1 A i mm.
---* e-- ~
Al Example 3 Example 4 Example 5 l l
, e -
- ,,~g
l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g , QI-QP-il.10-9 Rev. 7 Page 81 'o f 84 g - i (f--)
'~
- CPSES - ,
I JAN 171987 ; 1 l 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. - -
q yY . Yy E_ l# i il 1
@#7h --- C
~ l ly r ---
is i [ l n i Il 1
I is i (451.8 A ;
li l AI it i O -
>C 1
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- F ~
I 11 1 n i I 3 r - C ~l's l--! r - o
- cw!g ,, ,
i E E aX )( a TYF/ CAL QdMPDETA/L , MS % CNN tw D(dW/W/- 777//d/ /ZAd A$ /4+7AMED A _ A , , Ch F -*-- Fh C l t i _ 1 1 _ . D T T T . D 4 I E E
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$Yh? $ $&Of $$$f VM W W-Y Y/k W Y- Y l
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- l TUGC0 INSTRUCTION
! TEXAS UTILITIES GENERATING CO. g> s QI-QP-ll.10-9 Rev. 7 Page 82 of 84 ' q- j
- CPSES - N
*( . . .
JAN 171987 1 ATTACHMENT 15 1
. FLAT PLATE 3ASEPLATE SHADED ARIAS RE? RESENTS ALLOWABLE 1/4" VENT AND FILL HOLE LOCATIONS 1" TYP l J ANGLE BASEPLATE l
c:w-- L SHADED AREAS REPRESENTS ALLOWABLE l/4" VENT MD FILL HOLE LOCATIONS 1 O- : . ..- _ _ _ _ . _ _ _ _ . . . . I I t C ta Typ . NOTE: NO HOLES SHALL BE DRILLED IN AREAS OTHER THAN SHOWN WITHOUT APPROVAL OF THE RESPONSIBLE l ENGINEER. ' { CONCRETE , ANCHOR
, _a _ . . . "T i l NOTE: NO HOLES SHALL BE DRILLED IN AREAS O 'OTHER THAN SECWN W/0 APPROVAL OF THE RESPONSI3LE ENGINEER.
. }
~ , - . . . ,-- --
= -
4 t i TUGC0 INSTRUCTION- , - TEXAS UTILITIES GENERATING CO. g) y QI-QP-11.10-9 Rev. ? Page 83 of 84
~
- CPSE S -
JAN 171987 j ATTAC1 DENT 16 S CCMANCN( 8(AK IT[M ('!C72!C $7ATION J
".!NSPECT*CN RE?CRT 'j * " 2 t
. .. .t.aa m .:n .:sar;ri ca:.:n e. 6esiin L:aucNet ;t;a.ar;;a
. "'E! TRAY $UPPCR73 AND CI.\MPS $ -l ,,
ein.w. du saf.4..;cc.6ato.a W g. MASw ta ;n 'Esr 6:uss . :t s g. . d ,l 01-0F-11.10-7. Rev. .i ..
-- , neeg:s -
89t .ns!MAf:02 * ;gs?4.At:03 ~ tigg " nt*[1; . -i ..siter:ca - storatorten esat??!:n " itspt:?!on : =tst:?::s ' ,, 78 rt:C;
; ~ 'tist:*::a ?:mestit2. 4L **fttostr :it.*t :At: stat;;ar l
' [ *tstc*::s ::P*'.t t2. dtartsract:sv :rt=1.: sits it'.:w :C '5'tma ;4rg
* .its w. .
! INSPEC7*CN Ai*2!!UT[3 ' ll'
^ 3le:4rt I'; C I l ...I
't ir d 4
i This insoection report is to be uses oniv to docacent
- i I unsatisf actor-, :entitions (list unset :enditions below ~
] i i i or on a continuation sneet(s)).
- I l
! I I t
! l q 1. l Support identification *
! I . I'
,- l 6 .i
. I j l I ! I l l U
!. l $uocort bolting i ! i l I i-! l
. ; i I I I -l l i
[ l i I l- l 3 ! 3. I Suseort velding l I i l
-l l l l I 1
l i1 1- I j-I I l l !,.. 1 l l 1 -i l . ! I ' l l ! l I l i l i = f I 4. l Support coefisuration verifiestion l i l ! 5 I l t I i ! [ -i i i I , i t -1 j l 3 i l I I . ! 1 I 1- i i l i : l I i l- 1 I f: I
- i l- 1 I l
- , - , , l 11I I i
e i i i l i Y N f.9fp 8 I { ,..... . . .. .c . r,w,--n-...- -----,,,y ...,---~-n-+. --,-n n-,"--+ e n- ,,,,,----n..-., .,,w., <.vn-n,,- v n.n -v,n.- --n., - - . e,- -~,~n-, . . . -
J i
- TEXAS UTILITIES GENERATING CO.
l s
-) Q- -
Iage 84- ci .84 R v. 7
- CPSES - N .t i ' - JAN 171997 4
ATTACHMENT 16 (Cont) i COMANCME PEAK !?EAM ELEC*RIC $7ATION
- 1.NSPECTICN REPORT . , , . , , -
- f supo'.rmno FOR F'JL' . 4EADI
- lG3. !!! !MCII 1 4-
- m
.gl 2 - 1. x 1
l 1
- t. go. ,, j i j l 'Jft l
, . s:anarJt .
$ ' 5. i rials faartested :la=os 1 '
; l r. t 6
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!
- 6. I class anc sisce!!sneeus :: conent veldint I l !
[ . t l I i I l i
! I I I i i I r i j 1 ! , i l i i 1 l l 1 i l I 7 I Clase 5cittna $ I I I i l l I l .I
- ; i i i -i . i ,
; } 6 I I I j i i I '1 i f'
I
- 1. I claan installation /eenfiauratiott l I I I
- l I l l l l j i i I i i i 1
. i l l I I i i
t I i l i i i t I i I t , i t i i I l-I 9. tuenert bearina l l '! - I I i ' eveessa (ass 8. SPEC 1. tic.) f a l . 1
- l i
! . 88 SMMG U Me {SM gggg ! l l- ,, l.2. CLOSCO O I --- c , i n w,,. j .. 1 i ; l ,
. -.- .-. . . . - . - - . - _ . . . - - . - .- - . - - .}}