ML20206T443

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Rev 5 to Procedure QI-QP-11.10-9, Cable Tray Hanger As- Built Insp/Verification
ML20206T443
Person / Time
Site: Comanche Peak  
Issue date: 07/01/1986
From: Roffe R
TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
Shared Package
ML20206T195 List:
References
QI-QP-11.10-9, NUDOCS 8610060322
Download: ML20206T443 (70)
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{{#Wiki_filter:TUGC0 INSTRUCTION h') QI-QP-11.10-9 Rev. 5 XAS UTILITIES GENERATING CO. p Page 1 of 70 - CPSES - JUL 011986 CABLE TRAY HANGER "AS-BUILT" INSPECTION / VERIFICATION / [/27 Y[o PREPARED BY: APFROVED B [/ DATE APPROVED BY: [ 1 h [.//.h[ (M DATE

1.0 REFERENCES

1-A QI-QP-11.18-4, " Ultrasonic Evaluation of Hilti Bolts" 1-B QI-QP-11.18-3, " Ultrasonic Thickness Measurement" ) 1-C CP-QP-16.0, "Nonconformances" [ AA g b )/ 1-D CP-QP-18.0, " Inspection Reports" J g i 1-E QI-QP-11.21-1, " Requirements for Visual Weld Tnspes a.. ~i 1-F QI-QAP-10.2-4A, " Ultrasonic Digital Thickness Measurement" 1 1-G QI-QAP-10.2-4B, " Ultrasonic Ex$$1 mat. ion oLHQt,1. Balta" 7 x , ~ ~ '" c %-My 2.0 PURPOSE AND SCOPE This instruction provides the inspection criteria and documenta-tion requiremehts used to perform "as-built" verification of Seismic Category I cable tray supports and clamps supporting tray designated as Unit 1 in all Category 1 Buildings. NOTE: The main structural steel framework in Room #133 (Cable Spread Room) is excluded from the scope of this instruction. The QC Inspector shall perform inspection of the cable tray hanger to verify that the drawing created by engineering depicts actual field conditions of certain specified attributes of the cable tray hanger. Any weld, dimension or attribute identified on the preliminary "as-built" drawing by Engineering as "IA" 'v') shall be verified by the QC Inspector as inaccessible. Inspec-t tion shall only be performed on attributes accessible for inspec-tion. No items (i.e., thermolag, paint, adjacent supports, etc.) shall be removed to facilitate inspection. 0610060322 060'/17 PDH ADOCK 0D000445 A PDH

TUCCO INSTRUCTION ?AS UTILITIES GENERATING CO. g>. QI-QP-11.10-9 Rev. 5 \\s_ / Page 2 of 70 - CPSES - i JUL 011986 NOTE: The preliminary and/or final "as-built" drawing will contain a reference to the general notes drawing for cable tray hangers. This note is for Engineering use ONLY, and is NOT applicable for the inspection of the hanger and associated clamps. 2.1 DEFINITIONS, ABBREVIATIONS AND LEGEND l a. CTH - Cable Tray Hanger (including cable tray clamps) b. Preliminary "As-Built" Drawing - the issued for inspection " CAD" drawing c. Approved For Construction Drawing (AFC) - the revised preliminary "as-built" drawing issued by Engineering denot-ing required modification d. Final "As-Built" drawing - the " CAD" drawing issued by p)s Engineering after design verification and completion of required modification (s) (, e. IA - Attribute which cannot be measured 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. f. PFG - Package Flow Group g. CAD - Computer Aided Drafting I h. Projection - The maximum distance the Hilti bolt protrudes - from the concrete surface ) 1. HKB - Hilti Kwik Bolt J. HSKB - Hilti Super Kwik Bolt k. B - Bevel washer 1. F - Flat washer m. RI - Richmond Insert i i FWP/WP - Field work point / work point n. o. HS - High Strength p. IP - In Place 7-r- -i7--- +---a .9...p, ---g7-wfe y.- g,.----.,.,i-w-,-1.%---.9,.-,c y_n9-7 .-*'r--WNa-*-r**2Wt'r -wr-m-PN=r=*W'-t' M +f

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~ .:T-----... TUCCO INSTRUCTION f-~s QXAS UTILITIES GENERATING CO. pe-QI-QP-11.10-9 Rev. 5 Page 3 of 70 -- CPSES - JUL 011986 1 q. BTWN - Between r. F.L. - Full Length s. Bus Duct - Where criteria in this instruction or CTH drawings refer to " cable tray", the criteria shall also be used for " Bus Duct" when applicable. 3.0 INSTRUCTION 3.1 USE OF WORK PACKAGE FOR CTH "AS-BUILT" VERIFICATION The PFG (Package Flow Group) shall issue an individual work package for each cable tray hanger. 3.2 USE OF PRELIMINARY AND FINAL "AS-BUILT" DRAWING 3.2.1 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 drawing shall be identified with the inspection report and page numbers, then signed, dated and attached to the body of the inspection report whether unsatisfactory conditions exist or not. 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. l NOTE: Clamp gaps, if shown on the preliminary "as-built" l drawing are not to be verified, gaps shall be as shown on Attachment 11/11A of this instruction. i Normally only one copy of the drawing shall be used to document all unsat conditions (welding, dimensions, configurations, etc.), however, an additional drawing or attachments may be used if necessary. All drawing (s) and attachments shall be attached to the body of the inspection report. 3.2.1.1 "As-Built" Verification of Dimensions and Attributes On the preliminary "as-built" drawing each dimension and/or attribute shown shall be checked for compliance, using the tolerances listed on Attachment 2. Inspection results shall be documented by checking the applicable block (sat, unsat or N/A) for each pre-determined attribute on l l..-

TUGCO INSTRUCTION g-~g i fjXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 5 -I V Page 4 of 70 - CPSES - JUL 011986 the inspection report. When unsatisfactory conditions exist, they shall be clearly described under each applicable attribute with the location of unsatisfactory conditions indicated on the attached drawing when practical using a designator to provide traceability. 3.2.1.2 " As-Built" Inspection of Welds Support welding shall be inspected for qualitative and quantitative attributes as outlined in Paragraph 3.3.5 of this instruction. Wald inspection results shall be documented by checking the applicable block (Sat, Unsat or N/A) on the inspection report (Attachment 1). The Inspector shall verify that each weld documented as unsatisfactory on the body of the inspection report is independently traceable on the attached drawing. When a weld joint number encompasses more than one veld, and one or more of the welds are unsatisfactory, the inspector will renumber the welds on the attached drawing with alpha-numeric designators to provide traceability to each individual weld on the. inspection report. Any additional welds not indicated on the preliminary "as-built" drawing will be added to the copy of the preliminary "as-built" drawing and identified with the next higher joint sequential number code. The additional welds by number will be documented as unsatisfactory NOTE: Fillet welds shall be considered inaccessible only when neither leg can be measured. When only one leg is accessible for measurement, the drawing will have an asterisk adjacent to the fillet veld size and an arrow pointing to the member on which the accessible leg rests. 3.2.1.3 a. Verification of Inaccessible Areas Verify all inaccessible field conditions are correctly depicted on the preliminary as-built drawing. Inspection results shall be documented on Attachment 1 Attribute 12, except welding which will be documented on Attachment 1 O Attribute 5. 1 I

TUCCO INSTRUCTION GXAS UTILITIES GENERATING CO. ) Page 5 of 70 7 p QI-QP-11.10-9 Rev. 5 - CPSES - JUL 011986 b. Resolution of Inaccessible Items Recuired for Design Review l Information identified and verified by QC on the preliminary "as-built" drawing as inaccessible that is determined by engineering to be essential for design review shall be resolved by engineering generating an " Inaccessible Item Resolution Traveler". On the traveler each operation will have an " Inaccessible Item" block for engineering to list the inaccessible item and a "QC Resolution" block for QC to explain how the item was resolved. Items will be resolved in one of the following methods: 1. QC/QE will do a review of historical documentation to determine if that item has been previously accepted. If historical documentation exists and is specific, QC shall close that step on the traveler and list all (~' applicable historical documentation used for acceptance L,/ in the space provided for QC resolution. 2. If craft renders an item accessible for inspection, QC will perform a field verification, record pertinent information in the space provided for QC resolution, and close the step on the traveler. 3. When no historical documentation exists and craft is not able to render the item accessible for field verification without major rework, QC will document the situation on an NCR. 3.2.2 Final "As-Built" Verification" Verification of the final "as-built" drawing shall be accomplished by one of the following three cases. Case 1. After initial inspection, if the support requires no modification after design verification, the copy of the preliminary "as-built" drawing which is now part of the inspection report (Attachment 1) and the final "as-built" drawing shall be compared to verify that all information, including unsatisf actory conditions noted that required no modification, were accurately transferred to the final "as-built" drawing. Results 7s of final "as-built" drawing verification shall be (v) documented on Attachment #4.

-.-..- ~ -... -..... - TUGC0 INSTRUCTION f'?AS UTILITIES GENERATING CO. g>- QI-QP-11.10-9 Rev. 5 d Page 6 of 70 - CPSE S - JUL 011986 Casa 2. For supports having unsatisfactory conditions which require rework, craft will receive the package and correct unsatisfactory conditions. Unsatisfactory conditions will be reinspected and if found acceptable the inspection report closed. The final "as-built" drawings shall be reviewed as outlined in case 1. Case 3. Engineering will release the " Approved for Construction" (AFC) drawing for supports requiring modification. Craft will complete the modifications required and correct any outstanding unsatisfactory conditions as outlined in Case 2. QC verification of required modification will be performed using a " construction operational traveler". The QC Inspector shall review the final "as-built" drawing to verify the following: a. All applicable dimensions and attributes shown on the copy of the preliminary "as-built" drawings which are now part of the inspection report (Attachment 1), have been incorporated. b. All required modifications as shown on the AFC drawing have been implemented and are acceptable. c. All unsatisfactory inspection reports have been closed. d. All modifications as shown on the AFC drawing have been incorporated on the final "as-built" drawing. Results of final "as-built" drawing verification shall be documented on Attachment #4. NOTE: An item shall be considered deleted if the dimension or material size is no longer indicated on the final "as-built" drawing. 4 3.3 SUPPORT INSTALLATION VERIFICATION 3.3.1 Cable Tray Support Identification Prior to inspection / verification, the QC Inspector shall verify that the cable tray support has been identified by Site Field i 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 s Building, the plastic tie wrap shall be "Tefzel". .r - - ~

TUGC0 INSTRUCTION g IXAS UTILITIES GENERATING CO. g> QI-QP-11.10-9 Rev. 5 V Page 7 of 70 - CPSES - Jtiln1 1 ooc 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. 3.3.1.1 Cable Tray Support Location and Elevation Cable tray support location, elevation, spans, plumb and level-ness are verified by field engineering and are not within the scope of this procedure. 3.3.2 Bolting Inspection 3.3.2.1 General Bolting Requirements For each support the following shall be verified by the (G inspector, if applicable as denoted in paragraph 3.3.2.2 ) (Specific Bolting Requirements). a.

Diameter, b.

Spacing and location (dimension verification fror centerline of bolt), c. Projection from concrete surface and letter identification (Hilti Bolts), d. 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 nut material is not required unless a friction type connection is specifically noted on the drawing (i.e., A-325-F). See Attachment 6. e. Engagement (face of nut minimum of flush with top of bolt), f. Related bolting material (excluding nuts). Hardened washer verification is only required if the preliminary "as-built" drawing specifies the use of ASTM A490 type bolts. g. 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.

TUCCO INSTRUCTION s (' 'jXAS UTILITIES GENERATING CO. (,. QI-QP-11.10-9 Rev. 5 ) Page 8 of 70 - CPSES - JUL 011986 h. 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. Installation of beveled washers shall be such that the beveled surface of the washer bears against the sloping surface of the member. An irregular gap of 1/16" max, is acceptable between the washer (beveled and flat) and the surface of the member. Caps between bolt heads and nuts and washers are subject to the provision of g above. i. Quantity as shown on the pre 10minary "as-built" drawing. 3.3.2.2 Specific Bolting Requirements' i 3.3.2.2.1 Hilti Bolts f -Hilti bolts and/or Hilti Super Kwik bolts shall be inspected for projection, size, type, bearing contact, identification, ' / ') engagement, washer installation, spacing / separation, presence of \\m / torque seal and location as shown on the preliminary "as-built" drawing and Attachment 5. When letter identification and star stamping is not readily visible, it may be verified by ultra-sonic testing per Reference 1-A or 1-G and af ter verification is e complete the bolt shall be stamped with the correct letter and l star stamp as applicable. If torque seal is broken or not present, the bolt shall be documented as unsatisfactory on 4. 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. 3.3.2.2.2 Richmond Inserts (Screv Anchors) All bolts used for this installation shall be inspected for size, spacing / separation, engagement (minimum 2d + 1/8"), presence of torque seal, location bearing contact and material type shown on preliminary "as-built" drawing and Attachment 5. Engagement may j be verified using Ultrasonic Testing per Reference 1-B or 1-F. l Richmond insert diameter may be verified by measuring the head of the bolt across the flats to determine the corresponding diameter as follows; the bolt head width of a one inch bolt is O approximately 1 5/8", the bolt head width of a one and one half inch bolt is approximately 2 3/8". A325 bolts are required to be used in richmond inserts unless otherwise shown on the [ ..-.,,,e,, ,, - -, - - - ~. -, -_.,_,,nn. - - _, - _. _,.e.- ,.,,-,,,-.--_.,m,.,._.,, -,--m,7 m -mn. ,w--,,_

TUCCO INSTRUCTION 2XAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 5 ) Page 9 of 70 - CPSES - JUL 011986 preliminary "as-built" drawing. When all thread rod is used it may be identified on the preliminary "as-built" drawing as " doubled nuts" or "dn" and shall be considered as A-36 material (no material or identification verification required) unless denoted otherwise on the preliminary "as-built" drawing. If torque seal is broken or not present, the bolt shall be l documented as unsatisfactory on Attachment #1. Washers are not required but may be used. NOTE: Torque seal is required on all richmond insert bolts. 3.3.2.2.3 Structural Bolts f l All structural bolts and related hardware shall be inspected for size, spacing, material type, engagement and bearing contact as shown on preliminary "as-built" drawing. t The QC Inspector shall verify that nuts on structural bolts O exhibit no looseness when checked by hand only. ASTM A-449 bolts may be substituted for A-325. 3.3.3 Verification of Supporting Member for Bearing 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 1/16" or less for a 5" x 5" envelope around the bolts. The use of permanent shims to prevent base member distortion during torquing is acceptable. However, if shims are used the base member shall be grouted. i If the gap is greater than 1/16 or shims were used the base member shall be grouted per existing site procedures. Document i unsat bearing conditions on Attachment 1. l NOTE 1: Base members which have been previously grouted by the use of epoxy or cement grout are acceptable. l NOTE 2: 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) exists as a result of the welding process, i which exceeds the limits of Attachment 10, it shall be documented as unsatisfactory on Attachment 9. For 5 allowable undercut see Reference 1-E. i 1 i l - - - -, -. -,,,,, - - -, -., - -. -. - - -,,.,, _,...,- _ _,,,,_,_.-._,_ _,,.~ ,,.n.,, . - ~,,,,,, _..,.,w,

/~'h TUGC0 INSTRUCTION QXAS UTILITIES GENERATING CO. pe-( QI-QP-11.10-9 Rev. 5' 1 Page 10 of 70 - CPSE S - j JUL 011986 NOTE 3: Fill / vent holes are allowed in a base plates as specified in Attachment 15. 3.3.4 Configuration 1 The QC Inspector shall verify the cable tray hanger is in accordance with the preliminaty "as-built" drawing as follows: Verification of all. dimensions and/or attributes shown. a. Dimensions shown shall be verified to be within tolerances given on Attachment 2. Significant unit of measurement shall be 1/16". 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 size shall be determined (using

) by the member designation closest to matching the dimensions measured in the field. When member size's cannot be readily determined because dimensions fall between two sizes, the lower weight member shall be selected.

l 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 steel or any closed section members used inside the containment having cover plates (cap plates) must have vent hole (s) as shown on the preliminary "as built" drawing. If vent holes are not present, QC shall document as unsatisfac-tory on Attachment 1. d. All drawing sections, plans and views are in agreement with the drawing key plan. e. The cable tray hanger drawing will contain the as-built information for the specific cable tray hanger number designated in the drawings. In several instances other cable tray hangers connected to the same base angle or \\ base / embedded plate may be shown " ghosted" in the same drawing. Attributes of the " ghosted" cable tray hanger are not to be inspected and verified. 1 -.,_._....___,_.,,__mm,m,..-,, _ _ _. -. _ _, _ _ _ - _ -,, - ~, -_-.,,m_~ .,,-.e.- ,,-.m.,

TUCCO INSTRUCTION eXAS UTILITIES GENERATING CO.(') QI-QP-11.10-9 Rev. 5 .g>. Page 11 of 70 / - CPSES - JUL 011986 The example of Attachment 12 illustrates the inspection process to be applied in those instances. If the inspector is inspecting CTH-XXX, he should not inspect and verify the attributes associated with the base angle (shown ghosted) or CTH-YYY. This means that no reinspection or verification of the anchorages, bearing area, etc., will be conducted. That inspection verification will be done when CTH-YYY is inspection and verified with its own drawings. 3.3.5 Welding Inspection 3.3.5.1 Procedure Requirement Welding inspection shall be in accordance with Reference 1-E, VWAC (NCIG-01) criteria except as noted below. When welding is designated as "NNS" (i.e., Non-Nuclear Safety) it shall not be inspected except for base metal damage. If base ,- s ( ) metal damage (including undercut) exists, it shall be inspected and reported as outlined in 3.3.3, Note 2. The welds at the ends (or corners) of angles, channels and vide flanges where an all-around fillet weld has been detailed on the individual support drawing are optional and non-safety related. 3.3.5.2 Full and Partial Penetration Welds All full penetration welds and partial penetration welds exclud-ing structural members forming a natural groove as specified in Reference 1-E shall be documented on an NCR in accordance with Reference 1-C with the erceptions listed in Note #1. NOTE 1: For clamps an NCR will not be required if the fit-up 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*). However, if lack of penetration is evident, it shall be documented on an NCR as outlined above. NOTE 2: The QC inspector shall inspect all structural members for evidence of a splice. All members found to have a splice shall be documented on an NCR in accordance with Reference 1-C, regardless of whether the weld is shown / ) on the drawing or not. \\,__/

h TUGC0 INSTRUCTION l QI-QP-11.10-9 Rev. 5 UXAS UTILITIES GENERATING CO. p,. ) Page 12 of 70 - CPSES - JUL 011986 3.3.5.3 Attachment to Embedded Plates The QC Inspector shall verify that any welded attachments to embedded plates are located in acceptable areas as shown on and Attachment 5 if specific dimensions are not depicted on the preliminary "as-built" drawing. 3.4 BASE METAL DAMAGE / DEFECTS 3.4.1 Misdrilled Holes The QC Inspector shall use the following criteria to assess the need for repair of misdrilled holes: Cable Tray Support a. All unused holes greater than 3/4 inch diameter-shall be s

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 two holes (used or unused) shall be located in the same cross-sectional plane (see Attachment 8 for typical examples of acceptable and rejectable bolt / hole configurations). 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 configurations shall be documented on an inspection report (Attachment 9). A cross-section is a section perpendicular to the longitudinal axis of the member. Cable Tray For cable tray, each siderail shall be evaluated indepen-dently. See Attachment 8 for typical examples of acceptable and rejectable bolt / hole configuration. These configura-tions shall be documented on an inspection report (Attach-ment 9). NOTE: If cable tray clamp installation results in holes j in the cable tray that violate the requirements of s_,/ this paragraph, they shall be identified in the same manner as outlined above.

} TUGC0 INSTRUCTION V!AS UTILITIES GENERATING CO. g> q QI-QP-11.10-9 Rev. 5 Page 13 of 70 j. - CPSES - JUL 011986 Repair of the above misdrilled holes shall be inspected per Reference 1-E. 3.4.2 Other Base Metal Damage / Defects Other base metal damage / defects noted during "as-built" inspection / verification shall not exceed dimensions / area as shown on Attachment 10. Base metal damage / defect shall be documented on an inspection report (Attachment 9). Repair of base metal damage / defect shall be inspected per Reference 1-E. 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 noted in paragraph 3.3.3, Note 2 and paragraph 3.3.5.1. 3.5 CABLE TRAY CLAMP INSTALLATION 4 3.5.1 Bolting Inspection Bolted cable tra'y clamps will be verified per paragraph 3.3.2., 1 and the preliminary "as-built" drawing. The correct orientation of wedge (bevel) washers if used and/or j required will also be verified (per Attachment llA). 3.5.2 Welded Cable Tray Clamps l Welded cable tray clamps will be verified per Attachment 11, the i preliminary "as-built" drawing and paragraph 3.2.2 and paragraph 3.3.5. 3.5.3 Verification of Cable Tray clamp Installation Cable tray clamps shall be verified for proper installation per 1 and/or preliminary "as-built" drawing. NOTE 1: When Attachment 11 or 11A states " verify presence" for a component, it shall be understood that no dimensional verification is required and only its existence should be verified. NOTE 2: Clamp installation gaps shall be inspected to verify that they meet requirements of Attachment 11/llA. Field F'bricated Clamps 3.5.4 a The inspector shall verify that field fabricated clamps meet dimensional requirements as shown on Attachment 11.

(]JXAS UTILITIES GENERATING CO. / TUCCO INSTRUCTION h) QI-QP-11.10-9 Rev. 5 P Page 14 of 70 j - CPSES - JUL 011986 The only type clamps that are both vendor supplied and field fabricated are types A and C. Type A & C clamps which are not hot dip galvanized are field fabricated. 3.6 CABLE TRAY The QC Inspector shall verify that cable tray nominal width, nominal depth, location and orientation are as shown on the preliminary "as-built" drawing. 3.7 ADDITIONAL ATTACHMENT TO CABLE TRAY HANGER Additional attachment to the cable tray hanger (i.e. conduit support, pipe support, etc.) shall be verified as shown on the preliminary "as-built" drawing. Attachment of thermocouples (fire sensor wires), and 1/2" grounding cables to the CTH shall not be considered as an additional attachment. O 3.8 DOCUMENTATION 3.8.1 Document Review The cable tray hanger Quality Control Supervisor or his designee shsil review and complete the cable tray hanger package review checklist (Attachment 13) in accordance with the inspection requirements of this procedure. NOTE: The cable tray hanger package review checklist (Attachment 13) shall become part of the cable tray hanger package upon completion. However, the checklist may be disgarded after package corrections have been accomplished. 3.8.2 Inspection Reports Inspection results, except as outlined in para. 3.4.1 and 3.4.2 shall be documented on Attachment I and 4. 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-D.

I TUGC0 INSTRUCTION OXAS UTILITIES GENERATING CO.[) QI-QP-II.10-9 Rev. 5 P Page 15 of 70 - CPSES - JUL0 SS ATTACHMENT 1 f l COMANCHE PEAK $ TEAM ELECTA!C STATION INSPECTION REPORT 'g" l iTgn otgalPrio= clataFICarica a0. sisitaistauctunt Jtstcaar son sPE C. no. lIl d p(F. 3.C. 3CC 4 st e. & Cnaast 40. jetasuti CR f(sf (QuaP 10(mi no. N/A 9 !!/A d QI-OP-11.10-9 Rev. yl Q tu PROC (ss O r ias'atta'ica D iastattattoa C riaat O tf est lmsP(CT [Ca VERIFltation lasPECTION tasPgtfion lasP(CTION MP. 8(subis O sas'tcrioa (m'tt'to. att a"ticat i' ras 5^'is' acto oc ias'tcroa natt O ia5'tttica coa,trtro. unsariseacrear irras tistro estov giln no. INSPECTION ATTRIBUTES 3 3 oC Carr 3 ' N" El n 11 1r 1. Suoport Identification (Para. 3.3.1) I l I i ) 2. Sueoort' boltine (Para. 3.3.1) l l l l '^ l l l l l A. ililti l i i i l l l B. Richmond l l l l l l C. Toroue Seal exists on Hilti/Pichmond l-l l !! I D. Structural I i 3. Sueoort configuration (Para. 3.3.4) l l l ! l l 1 I i i i i l l l l l 1 6. Sureert !a a rir.s ' Para. 3.3.3) i l i l i i I 5. Support ueldine (Para. 3.2.1.3 & 3.3.5) l l l 4 i ,q k l l l v l l l l 1 i M9/04 6/8o l W

TUCCO INSTRUCTION N Q1-QP-11.10-9 Rev. s I AS UTILITIES GENERATING CO. P X 3) Page 16 of 70 - CPSES - JUL 011986 ATTACHMENT 1 (Cont) CtMANCHE PEAK $ TEAM ELECTRIC STATION INSPECTION REPORT or-qP-It.to.9. a v. _

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($UPPLEMENTAL) FOR FULL MEADINGS. SEE SHEET 1 me. tita l Oc 88-a y entt l st w nst l l 5.s 12o solice welds exist in structural a,enbern I e l A. f'ahl m tem,e1mme kn1ttne (Parm. iM l l l 7. Cable trav clamp weldine (Para. 3.5) ? t 8. Cable trav clame installation / conf % ration. l (Para. 3.5.3 & 3.5.l.) l l l l l l 9. Cable Trav (Para. 3.6) 10. Additional attachments (Para. 3.7) 11. At ? m eb*ev.? to embed slates (Para. 3.3.3.3% 12. Inaccessible areas (exceet veldine) (Para. 3.2.1.3-a) 1 I l apuess: (at.s. specs. ETC.) l I i. 's I.R. CLCSED O I l """..am. - "'8*** n M9/04 6/86

[)1XAS UTILITIES GENERATING CO. TUGCO INSTRUCTION (, V Ql-QP-11.10-9 Rev. 5 Page 17 of 70 - CPSES - JUL 011986 ATTACHMENT 2 MEASUREMENT AND INSPECTION TOLERANCES NOTE: The tolerances provided on this attachment are only to be applied to specific dimensions shown on the preliminary as-built drawing. 1. Tolerances for support configuration dimensions except clamps: A) i 3/4" for dimension up to and including 5'0". B) i 1" for dimension greater than 5'0" up to and including 10'0". C) ! 1 1/2" for dimension greater than 10'0". D) Modified structural shapes, notches on plates, angles, etc.: 1 1/8". N E) Work point 2 1". F) Transverse location when shown on the drawing for cable tray to associated reference points is 2 2". 2. The distance from centerline of the bolt / hole to the end of the member has a tolerance of 1/2" except form clamps members. End of members is defined as the edge at either end of the length of the member. For base plates the end of the member is defined as the edge at either end of the longest side. The distance between the bolt / hole and the edges which are not ends is subject to a tolerance of 13/4. For square base plates the tolerance of the distance between bolt / hole and any edge is 23/4. 3. The gage distance tolerance measured from the centerline of the bolt / hole to the heel of the angle is ! 1/4" except for angles em-ployed in clamps, where the gage has a tolerance of 1 1/8"; for all other shapes, the tolerance is i 1/8". G -T--- r a- - ---

TUCCO INSTRUCTION s T AS UTILITIES GENERATING CO. g>, '( QI-QP-11.10-9 Rev. 5 Page 18 of 70 - CPSES - JUL 011986 ATTACHMENT 2 (Cont) 4. A 1/8" tolerance is to be used in locating structural bolts to struc-tural bolts. SA. 21" tolerance is permissible in locating: - Hilti/ Richmond to Hilti/ Richmond on the same attachment. - Hilti/ Richmond to Hilti/ Richmond between different attachments. 5B. Tolerance for dimensions shown between a Hilti and embed plate shall be minimum to -1/8". 6. Tolerance for projection of expansion anchors shall be + 3/8" with a minimum of flush with top of nut. 7. Nominal thickness of members and/or plates shall have a tolerance of ! 1/32". For 3/8" thick angles used for cable tray clamps, thickness S ) tolerance is 21/16". 8. Weld separation for members located on an embedded plate: 1 1". 9. From weld of member to edge of embedded plate: 1 1/2". If weld of member is located within the cantilever regions shown in Attachment 3, the tolerance shall be 11/16". l l l I 1 l l l 1 O) t

m TUGCO INSTRUCTION QI.QP-11.10-9. Rev. 5 XAS UTILITIES GENERATING CO. pe ) Page 19 of 70 - CPSES - g ATTACHMENT 3 This attachment is to be used only vben dimensions which locate attachments to embedded places are not present on preliminary "as-built" drawings. I FIGURE 1 t ~ _smssmws x xeN y - w~ c s ~ ~.' ' ' ' ' ' ' ' For I.arge Embedded Plates ~e =~ s e (xxx. xxG dt 9 e o e e e< D 4 (See Note 2 and 4) \\ \\ tw N e e et t e e e t:1 as-t N OPENING \\ -+> 6" typical except where marking indicates 8 m N e e~e4N \\F e e e t

  • , ~ 7. E

',,e e e A x 1 x p\\- 3 studs to be nearer es edge of ( t ,, e qy g See Note: 1 1 L ^s ^ ^ ^ ^ ^ ^ ^ ^ i.x C, ss ,--s s CONCRET:' l For embedded strip Q FIGUKE 2 (See Notes 1, 2 and 4) "l EDGE o 6"typicalat(endsonly 8" mini =um (typical) See Note 5

r

... ~.. 1 4._______:.h_______________________l _ _ )_. ? (: E 4_, E_ __q,ofAttach=ent tok. ~ of(:2/4" max. g 3 i ___Y_ g Strip ( 's are 8" or 10" e j j vide only.' ( 's >10" are not to be considered as strip 1 t F:C!.*RE 3 See Notes 3 and 4 NOTES: 1. When stud =arkings are present, cantilever p h I i regions are fro: stud marking G 2. Cantilever regions are cross hatched, no - 12" minimum scacing (typical) attachments are to be located in these areas. Applicable to all above figures 3. Dimension shall be measured between the closest points of the velds. '4 This restriction does not apply to 1/4" Nelson studs velded to enbedded & for the Os purpose of supporting conduit I.D. tags. 5. If no stud markings are present, 8" min. distance shall be from the edge of the embeddad place.

r TUCCO INSTRUCTION (%)XAS UTILITIES GENERATING CO. Ny QI-QP-11.10-9 Rev. 5 l (P r Page 20 of 70 - CPSE S - JllL 011986 ATTACHMENT 4 CDMANCHE P"AK STEAM ELECTRIC STATION INSPECTION REPORT l so. ITEn ctscatPIton Final "Aa-Built" mal!Flwton ao. srsmimauchAE CESI&aAllan d Drawine Veritication 3 5PEC.ac. ste. ptF.o.C. 0X. 4 R(v. & CMAnGL N0. PLAsuRE on IEli low 17. soERI. no. q sl OI-OP-II.10-9. Rev. ,l Q !a PeoCf 32 O at t*5t^ttario" O iastattatic' O riaat O '!=5PECTtoa '<Te st ta1PECT!on 1(RIFICArlom IR$PECTICR IR$P(CT!an tp57. Bt1Utf1 O =57tetio= ciaattic:. att aP,ticastr Tos satisrac on, oC insmron oara O =5Prefroa carttito, isrsarisrac on, Tins tisTro otto. irin a.

3 cart stCatw oc INSPECTION ATTRIBUTES E

11 tr 1. Raouired modifications have been completed and accepted. l l ] 2. All itema shown on the preliminary "Aa-Built" drawing, [ l unsatisfactory inspection report and ATC drawing have l been incorporated on the final "Aa-Built" drawing. l l I II t-stemte how final drawine verification was accomplishedi I l b I I l Tie?4 verification il l w me4~ % eu-ent reviev i I l l -i l 1 -1 I l I I ll I I i iii iil I I I II II ll l acuses tocs.sPets.ttc.) Drawing No. and Rev. t !.R. CLOSE3 O - 4 m-ts N9/03 4/H -,n. n

TUcCo INSTRUCTION () Q1-QP-11.10-9 Rev. 5 VXAS UTILITIES GENERATING CO. p Page 21 of 70 - CPSES - JUL 011986 ATTACHMENT 5 LDL*TH ID(NTIFICATICit SYSTDt I Stang m Lencth of Ancher (Inches) 4 5tano On Lencth of Ancher finemes) upto(notincluding)l Ancaer Frca Anchor From Up to (not Including) A 1 1/2 2 AA 19 20 B 2 2 1/2 88 20 21 C 2 1/2 3 CC 21 22 0 3 3 1/2 DC 22 23 E 3 1/2 a EE 23 re F 6 4 4 1/2 ff Za 25 4 1/2 5 GG 25 26 H 5 s 5 '1/2 S 1/2 HH + 26 27 6

  • 27 28 J

6 6 1/2 JJ 29 2g 61/2 7 KK 29 20 L 7 7 1/2 LL 30 31 M 7 1/2 8 31 32 il 8 8 1/2 let 32 . 33 0 8 1/2 9 00 33 34 7 9 91/2 PP 34 35 0 9 1/2 10 QQ 35 36 . I 10 , 11 RA 36 37 5 11 12 15 37 38 7 12 13 TT 38 39 i W 13 14 W 59 40 Y 14 15 YY 40 41 W 15 17 3 16 17 7 17 18 2 18 19 sc113: 1. Stasped latters shall be on too (threaded) end of bolt.--. 3.- Star--staso-@tfies. h11t1 sucer Emik l bolts. 2. Solts of 19-inch length and g'reater may be stamped with mmber corresponding to the bolt length in inches in the same manner instead of the stamped letters as listed above. \\

7g TUGC0 INSTRUCTION hXAS UTILITIES GENERATING CO. V P 1 0-9 Rev. 5 - CPSES - JUL 011986 ATTACHMENT 5 (Cont) MINIMUM BOLT CLEARANCES * (INCHES) MINIMUM DISTANCE TO Hilti Abandoned Hilti Bolts or Bolt Richmond Holes and Embedded Anchor Siza Screw Anchors

  • Concrete Edge
  • Bolts that are Cut Off or Unused **

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 1 7/8 3/4 1/2 8 7/8 13 1/2 2 1/2 1 5/8 9 1/2 14 1/8 3 1/8 1 1/4 3/4 10 1/8 14 3/4 3 3/4 1 1/2 ,\\' a 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 in inches, excluding Richmond Screw Anchors to edge of concrete. Minimum spacing between holes covered by this column shall be measured center-to-center and based on size of hole being drilled. (e. g., Pilot hole spacing is based on pilot bit size. Locations closer than the above distances shall be used only upon approval of the engineer. Hilti bolts may be installed as close as practical to unused Richmond Screw Anchors which have been plugged (i.e., grouted, Richmond Screw-in plug or snap-in plug, etc.). Unused Richmond Screw Anchors located nearer to Hilti bolts than the respective distances shown above may be used temporarily for construction purposes when the applied load is: (a) For 1" Richmond Anchors, less than 8,000 pounds minus the actual load supported by the Hilti bolt; or Ok,) (b) For 1\\" Richmond Anchors, less than 20,000 pounds minus the s actual load supported by the Hilti bolt.

/~ TUCCO INSTRUCTION b]itAS UTILITIES GENERATING CO.[) QI-QP-11.10-9 Rev. 5 g>. Page 23 of 70 - CPSES - JUL 011986 ATTACHMENT 5 (Cont)

  • MINIMUM SPACING BETWEEN HILTI EXPANSION BOLTS Hilti Bolt CENTER TO CENTER SPACING TO:

Size 1/4"Hilti 3/8"Hilti 1/2"Hilti 5/8"Hilti 3/4"Hilti 1"Hilti 1 1/4"Hilti 1/4 2 1/2 3 1/8 3 3/4 4 3/8 5 6 1/4 7 1/2 3/8 3 1/8 3 3/4 4 3/8 5 5 5/8 6 7/8 8 1/8 l 1/2 --3 3/4 4 3/8 5 5 5/8 6 1/4 7 1/2 8 3/4 ( ) 5/8 4 3/8 5 5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 3/4 5 5 5/8 6 1/4 6 7/8 7 1/2 8 3/4 10 1 6 1/4 6 7/8 7 1/2 8 1/8 8 3/4 10 11 1/4 1 1/4 7 1/2 8 1/8 8 3/4 9 3/8 10 11 1/4 12 1/2 Dimensions in inches. The minimum spacing outlined in the above chart applies to Hilti-bolts detailed on separate adjacent fixtures. Hilti bolts detailed on an individual fixture drawing may have less than the minimum spacing tabulated above. Such fixtures have been derated by engineering justification and are the responsibility of the organization issuing the respective fixture drawing. Installation in this case shall proceed in accordance 4 with the fixture drawing. a3 O m..

n._..... m I i TUGC0 INSTRUCTION NdXAS UTILITIES GENERATING CO, e h. QI-QP-11.10-9 Rev. 5 Page 24 of 7n - CPSES - JULoi ad6 ATTACHMENT 5 (Cont) MINIMUM C11AAANCES TO EMBEDDED PLATES

  • 1.

Where embedded steel plates are unoccupied by attachments for a minings distance of 12 inches on both sides of a proposed H11t14 cit location as shown below, the center of the bolt say be as close as practical to j edge of the plate without damage to plate. 12" Min 12" Min Ea w ded Plate Hilti Bolt s s/ I q ^g e Attac hent - r.in. L sed Length f Attachment 2. Where the embedded steel plates are occupied bv attachments withic sinimum distances shown above, the mini:. clearance to Hilti Anchers shall be as fellovs Hilti Anchor Felscr Stud Edge of plate Stae , to Hilti A-chor to Hilti Ancher 1/4 5 1/4 3 3'4 3/8 5 7/6 43'8 1/2 6 1/2 5 5/t 7 1/! 5 5't 3/4 7 3/a 6 1/4 1 9 7 1/2 1 1/4 10 1/4 8 3/4 Di ;ensters are in ir:ctes. Distance seasured with re!.rar.ce to ce aer of to.ts and stals. Where location of the nearest Nelson Stud can -te determined f ree the "5" sta=ps on the embedded steel piste, the minimum center-to-center clearance to the Hilti Anchcr as shewn above shall govern. Where location of the nearest Nelson Stud cannot be so determined, the sintrue clearance to " Edge of Flate" as shown above shall govern. O

/^) TUGCO INSTRUCTION %EXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 5 ,) Page 25 of 70 - CPSES - JUL 011986 ~ ATTACHMENT 5 (Cont) Where accedced angles are usec for framing watir tight :cor or removaole block wall ocenings, -he minimum clearance frem center line of niiti anchor to the opening ecge is 5" - 5 times the hilti anchor diameter. Edge of Center Line of Opening rtilti Anchor O g r u =- d= Oiameter of Anchor.Milti ) C g D s d-A /\\ O

-_c._ TUCCO INSTRUCTION q QI-QP-II.10-9 Rev. 5 X ' V AS UTILITIES GENERATING CO' N h) Page 26 of 70 / - CPSES - JUL 011986 ATTACHMENT 5 (Cont) MINIMUM SPACING REQUIREMENT LOADED RICHMO:Q INSERT TO EMBEDDED PLATE l li 8 8 0, p.18 \\,i j 7 NELSCN l g STUD CLOSEST 1 3 35{.P.18 TO INSERT g,1 i 1, FOR

1. \\

.\\ yogth.4B.- i i 2. .t 1 t._ i .1 i i O I I CENTER OF LOADED RICHMOND INSERT I I AT ' STRIP' EMEEDS - NELSON STUD LOCATIONS KNOWN EDGE OF EMEEDDED PLATE g l l F OR l ' p R. I. 9$' MIN FOR 1}' p R. I. 13{' MIN g i -O-- i h (OF LOADED RICHMOND INSERT \\ 4 AT ' STRIP' EMBEDS - NELSON STUD LOCATIONS UNKNOWN ~ AND AT 'SPRE AD' EMBEDS ( 4x8 & LcPCER) If insert This spacing criteria only applies when inserts are loaded. f is not loaded spacing may be as close as practical. _._ _ ____._,.~._ _ -_-__--

-.. ~. __- - _-~ -- ~ ~ - -'~ ~ ~~ ~ w TUCCO INSTRUCTION I sjXAS UTILITIES GENERATING CO. P QI-QP-11.10-9 Rev. 5 i P d 3 - CPSES - JUL 011986 ATTACHMENT 6 937M GAJO 3DE CDRCd MARYIUCS Con STEEL k SCLT3 QUD SCREW: c2 Dot meAxtuC: l 29tCISoCAis04 l msitoreL l 324. C2AD6 I l 40w 04 miQtdM CORtou arHL f Asim - G 40 7 Low CA4404 TliL ue meet

st conne a lowor utnova corsou 3rttL 1

s < c'~c : -a,- canon :rtte. ,,,m...., out-uto suo rt-tuo gag, ggggg 3g Law canou mecTtus/ Toc 27tcL. OutuCMGO auQ TempitiC a 037M MS M M s w U tte u 2 7 H L. ) Tvnt I outuCgy aun 7tuntric i DSTM =2223 LOW CAR 80U moottu:/?.c ;rt!L JfJ rygg g l l as y,.,,g. atmosnutore c0Ro0:10u l r,,, *. <~ tar-Esouc srttu. QutuCuCD Guo riantato Oss.CR006 A J QutuCMCQ Bun TiantitC 22TM = A 454 Led DLLOY 27ttL. et 23ra.4J34 Low CLLOY 37ttL. cuant sc QueuCuto sua reanttic mEQium Cartou GLLov JTitL. szt czent T csieucuen cun re-oneoca. ooLL rageacto arria < car ToccTuru r ) ddCluM CGISUu dLLOY dillL 3DC

  • CRett a cucucugn nun rgungsgm '

JJ7m e a JJe GLLQ Y 2TiiL. conne.so oveucuta aun t-n ueo '"*' er'isuo riantoto '3 7" ' " * *

  • 0utuC~

Note: All bolts shown on this attachment except those marked with an asterick (*), are considered "High Strength" (HS) as shown on the. Engineering drawing for the purpose of this instruction. G v i i

TUGC0 INSTRUCTION wdXAS UTILITIES GENERATING CO. g:e- .) QI-QP-II.10-9 Rev. 5 ) Page 23 of 70 - CPSES - JUL 011986 ATTACHMENT 6 (Cont) 92.5 cm ' A-44o) _A SBNDARD ww IU6EFl5.1DefinEfCAT109 .MAsurKC m,i umsc,- ner c,e nNt.y I W. PdU TIPE '5 MUT MARKED WITH'T N. @I NtJTS MAT.69 WA6HER \\ .AND _THREE CIRCuMFERENTIAL MAFES " FACED AS IN (,a.)Dfh.Douet.F L. A!. ERsWATE MUT CHAMFEAGn ASCLN.Cb) MARKING *I" *If '2.8,o a'DH, A-4o)O 1 [ i MANO FACTUREA'S b 'I InEurt WV AT. lot-8 v 54MBot. FCA Q L{

  • 2 R*'O hIr.X 1

t ) t 1 .um wa ' '1 ll. a' 4),,' .mm % A 16 Do'lleLE.CMAMFEAEo puT MA%!NG AcnwcIb) mpf 3g= O

TUGCO INSTRUCTION 7 QI-QP-11.10-9 Rev. 5 EXAS UTILITIES GENERATING CO. N) Page 29 of 70 m / - CPSES - JUL 011986 ATTACHMENT 7 (Cont) _e-%==+b-M s== " 7 s. A W SHAPES e r c-- Dimensions for detailing f t< M Flange Web o m ace c;% ~**** 9.",.;h. Dessen8 tion a 9 g a T A A. t. e s in. (n. in. in. En. In. in. l En. En. in. Sn. En. ['~N kV) r Wlaxus - 1s% un 1 b 5% 15 % 1% % 3 5% xics 18 % un b 5% 15 % 1% 3' b 5% x% 18 % u% 5% 15 % 1% 5 2% 5% W18x E5 13 % 85 4% 15 % 1% F 3 b 5% x 77 18 % 8% 4% 15 % 1% M 2% b 5% x 70 18 8% b 4% 15 % lb Ts 2% b 5% x 64 17Ps 8% 4% 15 % 1% 2% 5% W 18x 60 18 % 7% b b 3% 15 % lb 2% 3% x 55 15 % 7% b 3% 15 5 1% 2% 3% x 50 18 7% b b 356 15 7: lb 2% 3% x 45 17h 7% L b 3% ISTs 1 2% 3% W 18x 40 17 5 6 Y.e 2Ps 15 % lb 2% 3% x 35 17 % 6 b b 27 15 % 1 2% b 3% W 16x 96 16 % u% Ps 5% 13 % 1% h 2% b 5% x 38 16 % u% 5% 13 % }% h 2% b 5% W 16'x 78 16 % 8% Ps 4 13 % 1% Ts 2% b 5% x 71 16 % 8% 4 13 % 1% Ts 2% b 5% x 64 16 8% N 4 13 % lb Fe 2% 5% x 18 15 % 8% b b 4 13 % 1% 2% 5% W 15x 50 16 % 7% b 3% 13 4 1% 2% 1% x 45 15 % 7 3% 13 % lb 2% 3% x 40 16 7 b 3% 13 % 1% 2% L 3% x 36 15 % 7 N b 3% 13 % lb 2% b 3% W16x 21 15 % 5% L 2% 13 % lb 2% b 2% p x 26 15 % 5% 2% 13 % 2% b 2% i AnstRCAM INSTITUTE OF STEEL CONSTRuctsom

n ii TUCCO INSTRUCTION diXAS UTILITIES GENERATING CO. p QI-QP-11.10-9 Rev. 5 ) Page 30 f 70 - CPSES - JUL 01 i986 ATTACHMENT 7 (Cont) _k_ w-s.a + b-g=="e~~Tt. h. ~~ W SHAPES r }<- r Dimensions for detailing il I 6, 06stence Flens. web U 8 4 T O*Jth Thkk. g,, g, p g s r a a. s. s ny.

a. m n.u.n u

in. In. In. In. In. In. In. In. l In. In. In. In. W 14x730 22 % 17 7. 4% 3b lb 7fs 11 % 5% 2b 7 1% x665 21 % 17 % 4% 2% IN 7% 11 % 5b 2 6% 1% a h x605 21 17 % 4L 2% lb 7% 11 % 45 1% 6% 1% Xt!O 20 % 17 % 3% 2% lb 7% 11 % 4% 1% 5% 1% 7 X500 19 % 17 3% 2b 1% 7% 11 % 4b 1% 1 m x455 19 16 7 3b 2 1 7% 11 % 35 1% 5% lb w 14x426 18 % 16 % 3b ifs 7% 11 % 3% 1 5 1 x398 14 % 16 % 2% 1% h 7% 11 % 3% 1% 4% x370 18 16 % 2% 1% 7% 11 % 3% lb 4% 5 m x342 17 % 16 % ZL lb 7% 11 % 3% 1% 4% [ . x314 17 % 16 % 2b lb 7% 11 % 3 lb 4% y X287 16 % 16 % Zb lb 7% 11 % 2% lb 4 a x264 16 % 16 1% IN 7% 11 % 2% 1% 4 x246 16 % 16 1% 1% b 7% 11 % 2% lb 3% w 14x237 16 % ISPs 1% 1 b 7% 11 % 2b lb 3% x229 16 15h 1% 1 7% 11 % 2% 1% X219 15 % 15 4 1% 1 7% 11 % 2 1% 3% b x211 15 % 15 % lb 1 7% 11 % 2% 1% 3% b X32 15 % 15 % 1% N 7% 11 % Zb 1% 3% x193 15 % 15 % lb n b 7% 11 % 2% lb 3% 1 x184 15 % 15 % 1h 8b b 7% 11 % 2b lb 3% E X176 15 % 15 % lb b 7% 11 % 2 1 3% d X167 15 % 15 % 1% 7% 11 % 1% 1 3% b x158 15 15 % lb 7% 11 % 1h 1 3% x150 14Fs 15 % 1% 7% 11 % 1% 1 3% b x142 14 % 15 % lb 7% 11 % 1% 1 3 a W 14x320 16 % 16 % 2% 1% 7% 11 % 2% lb 4 1 d O AMERICAM INSTITUTE OF STEtt ComsinucTioM

eXAS UTILITIES GENERATING CO. TUGC0 INSTRUCTION N QI-QP-11.10-9 Rev. 5 F %) Page 31 Of 70 -- CPSES - JUL 011986 ATTACHMENT 7 (Cont) .x p-%-.=+b- ,* 5 c== ". 1. W SHAPES S" ~~ r Dimensions for detailing j- (e, ' Wl 6. l Piense w,, oissance D*j*'w., Thick. Df,' b cYae 8 I A E' I' I Designation of 9 4

an, nn. l an.

sn. l sn. en. an. l sn. sn. sn. l In. l En. 1 /'~h W 14x136 14 % 14 % 1%s b 7 u% 1% 1%"a 3, 5% !,v) x127 14 % 14 % 1 b 7 11 % 1% 3 5% xuS 14 % 14 % b %s 7 u% 1% 3 5% x1H 14 % 14 % b 7 u% lb Ts 2% b 5'e. xin3 14 % 14 % 7 u% 1% Fs' 2% %s 5% x 95 14 % 14 % b 7 u% 1 Ts 2% b 5% x 57 14 14 % Ms b 7 u% 1% 2% 5% W14x 34 14 % 12 b 5% u% 1%s Ts 2% b 5% x 73 14 12 b b 5% u% 1% 2% 5% W 14x 74 14 % 10 % b 4% 11 % 1% 2% b 5% x ES 14 10 b b 4% u% 1% 2% 5% x El 13Fs 10 4% u% lb 2% 5% W 14x 13 14 8 b 3% u% 1% 2% 5% x 48 13 % 8 L b 3% 11 % 1% 2% 5% x 43 13 % 8 Ms 3% 11 % lb 2% b W14x 38 14 % 6% b 3% 11 % 1% 2% 3% x 34 14 6% b b 3% 11Fs Ib 2% b 3% x 30 13Fs 6% 3% 11 5 1 2% b 3% W 14x 26 13 % 5 b 2% 11F. 1 2% b 2% x*22 13 % 5 h 2% 11 % 2% b 2% f \\ s / AastReCAN INSTITUTE OF STEEL COMSTRUCTtoM

TUCCO INSTRUCTION s QI-QP-II.10-9 Rev. 5 s') btAS UTILITIES GENERATING CO. Page 32 of 70 / - CPSES - N JUL 011986 ATTACHMENT 7 (Cont) A. 5 - % -.. + b- , m r,. W SHAPES s r a, X-16 Dimensions for detailing 6 WI 6. N"8' weg Distance Th cm. 2 Usual Death Thwk. fA I a s T e T A A, s, e Designation mess in. in. In. In. In. In. In. In. le. In. In. In [N w 12X190 14 % 12 % 1% lb 5% 9% Zb lb 3% b 5% (' X161 13 % u% 1% E 5% 9% 2b lb 3% 5% X133 13 % 12 % 1% 5% 9% 1% 1 3% 5% X120 13 % 12 % 1% 5% 9% 1% 1 3 b 5% X106 12h 12 % 1 5% 9% 1% 3 5% X 99 12 % 12 % b b 5% 9% 1% 3 5% X 92 12 % 12 % 5% 9% 1 h 2% b 5% X 85 12 % 12 % 5% 9% 1% 7e 2% b X 79 12 % 12 % 5% 9% lb h 2% b 5% X 72 12 % 12 N 5% 9% 1% h 2% 5% X 65 12 % 12 5% 9% lb 2% 5% W 12X 15 12 % 10 N ere 9% 1% 2% 5% X 53 12 to b b 4h 9% 1% 2% 5% W 12x 50 12 % 8% b 3h 9% 1% 2% 5% X 45 12 8 N b 34 9% 1% 2% 5% X 40 12 8 b 3h 9% 1% 2% 5% W 12X. 36 12 % 6% b 3% 10 % lb 2% b 3% X 31 12 % 6% L 3% 10 % 1 2% L 3% X 27 12 6% 3% 10 % b 2% b 3% W 12X 22 12 % 4 b 1h 10 % 2% b 2% X 19 12 % 4 1h 10 % h b 2% b 2% X 16.5 12 4 1h 10 % 2% 2% "x 14 11h a 1Fe 10 % b 2% 2% AMtntCAM INSTITUTE OF SittL CONSTRUCTION

0 I W R M ION . f'% n iXAS UTILITIES GENERATING CO* E QI-QP-11,10-9 Rev. 5 y h) Page 33 of 70 /. - CPSES - JUL 011986 ATTACHMENT 7 (Cont) i._ we-% -.a + b-k "c=~, Ts. u[-Tv. W SHAPES e r n Dimensions for detailing k J. lyl. 1 6. s>stmace l Plange w, 7,$* h Ig*e' 0*JtN, Thica. ness 2 s T A, g, e g oe enation g 4 sn. an. an. an. sa. sa. l In. I sn. l sn. li sa l sa. an. W 10x112 11 % '10% 1% 45 7% 1% 3 b 5% \\ x100 u% 10 % 1% b 45 7% 1% 3 5% x 39 10E 10 % 1 b 4h 7% 1% 2% 5% x 77 10 % 10 % b 4Fs 7% lb 2% b. 5% x 72 10 % 10 % are 7% 1% 2% 5% x 66 10 % 10 % b 4h 7% lb 2% b 5% x 60 10 % 10 % b b 4% 7% 1% 2% 5% x 54 10 % 10 b 45 7% lb 2% 5% x 49 10 10 5 b b dre 7% 1% 2% 5% W 10x 45 10 % 8 b 3h 7% lb 2% 5% x 39 10 8 b b 35 7% 1% 2% 5% x 13 9% 8 b b 3% 7% 1 2% b 5% W10x 29 10 % 5% b 2% 8% lb 2% b 2% X 25 10 % 5% b M 2% 8% 1 2% 2% x 21 STs 5% b 2% 8% 2% b 2% w 10x is 10 % 4 1h 8% 2% b 2% X 17 10 % 4 b 1% 8% b 2% b 2% x 15 10 4 1Fe 8% b 2% b 2% x 11.5 95 4 b b b 15 8% L 2 2% i 1 AadERICAM INSTITUTE OF STEEL CONSTRUCT'QN

TUCCO INSTRUCTION OEXAS UTILITIES GENERATING CO. m QI-QP-II.10-9 Rev. 5 P g) Page 3!. of 70 - CPSES - JUL 011986 ATTACHMENT 7 (Cont) 4. $<-%-e:,+b-gy T,. J W SHAPES r -{-t-i. Dimensions for detailing t 4 e. _ e b. Fl.nse w,,, Oisunce U. Thick-f. Depth Th.ek.

  • yla T

r a a, O .n. n. n.e. y In. In.l In. En. 6n. in. in. Sn. in. Sn. in. sn. (') W 8x67 9 8% Sie b L 34 6% IL 2% 5% \\ / X58 8% 8%. Ik 35 6% lb 5 2% 5% X48 3% 8% 8 b 34 6% 1 2% 5% x40 8% 8% b b 3Fe 6% lb 2% 5% x35 8% 8 b 3h 6% 1 2% 5% x31 3 8 b b 35 6% tb 2% b 5% W 8x 28 8 6% b b 3% 6% tb 2% b 3% x24 7% 6% 3% 6% h 2% b 3% W 8x20 8% 5% 2% 6% 5 b 2% 2% x17 8 5% b 2% 6% 'L 2% b 2% W 8x15 8% 4 b 14 6% tb b 2% b 2% x13 8 4 14 6% 2% 2% x10 7h a b th 6% 5 2 2% W 6x25 6% 6% b 2h 4% tb 2% 3% x20 6% 6 2?'e 4% h 2% b 3% x15.5 6 6 2r: 4% 2% b 3% W 6x16 6% 4 1h 4% W 2% b 2% x12 6 4 15 4% 2% b 2% X 8.5 $7e 4 b b b 1Fs 4% tb 2 2% W 5x18.5 5% 5 2% 3% tb 2% b 2% x16 5 5 2% 3% b 2% b 2% W 4x13 4% 4 1h 2% b 2 b 2% r% l. ) v AsetAtCAM INSTITUTE OF STEEL CON $fRUCTION

TUGC0 INSTRUCTION {sXAS UTILITIES GENERATING CO F h) QI-QP-11.10-9 Rev. 5 V Page 35 of 70 - CPSES - JUL 011986 ATTACHMENT 7 (Cont) A. ~ 'Hi-<- % -. + s- , ~ &"",~T. a- .M SHAPES 0- ~ e r a Dimensions for detailing F'g-E.r. be w b. l Flease w.o Distmace usue jF.m.?* 'y,,j 's o=fa',,,,, n,+.."y.t-h as ca. 4 r i 2. a e, oe oe., In. In. l In. In. l In. l In. I: In. l In. -l la. l In. l In. j In. i In. In. a A M 14x17.2 14 4 b 1h 12 % 2% b 2% (' M 12x11.8 12 3% b b 1% 10 % b 2% % M 10X23.1 Sh !h b b 2% 8% 5 2% % b 2% X22.9 9?s 5% 2% 8% b 2%! b h 2% M 10x 9 10 2% b b b 1% 9 b 2 b M 8x34.3 8 8 b b 3% 5h Ik 2% % b 5% x32.6 8 8 b b b 3% 5h 1 2% % b 5% M 8x22.5 8 5% b 2% 6% 2% 2% X18.5 8 5% 2% 6% %' b 2% b 2% M 8x 6.5 8 2% b b 1% 7 2 Me M f x 5.5 7 2% b Me 1 6% b 2 b M 6x22.5 6 6 b Zu 4% %s 2% % 5 3% X20 6 6 2h 4% We b 2% b 5 3% M 6x 4.4 6 1h b b h 5% 2 b M 5x13.9 5 5 b b b 2% 3% 2% b h 2% 1 M 4x13.8 4 4 N 5 1h 2% %s % 2 2% XII 4 4 1h 2% %e b 2 b 2% Case s.ermas.bia a ar team eaas: e'***a <e so.oresoen ses 3.isJ may regune recusten an fastener see. 4 AssEmeCAM INSTTTUTE OF STELL CONSTRUCTICM

7 TUGC0 INSTRUCTION ('S QI-QP-11.10-9 Rev. 5 UtAS UTILITIES GENERATING CO. pe 1 .I Page 30 of 70 ( - CPSE S - JUL 011986 ATTACHMENT 7 (Cont) t < - % -* " *

  • t S SHAPES

._6 Dimensions for detailing A Grip l'! ri.... ol. -. e U., ap',,,,,,, rm.. 't.t-h w r...i. 'gy 4 r .,.n 7 g ln. in. In. ll Sn. In. Sn. ln. Sn. in. Sn. ' In. l ln. p 5 24x120 24 8 1% 85 3% 20 2 3% b 1% 1 4 x105.9 24 7% 1% b 3% 20 2 3% % 14 1 4 S 24x100 24 7% 3% 20 % IM 3 b M 1 4 x 90 24 7% 5 W 3% 20 % 1% 3 1 4 i x 79.9 24 7 3% 20 % 1% 3 1 4 S 20x 95 20 7% tb 85 3% 16%. 1% 3 1 4 x 85 20 7 L 3% 16 % 1% 3 1 4 5 20x 75 20 6% b 2Pe 16% 1% 3 8 3% x 65.4 20 6% IN 16 % 1% 3 b F. 3% $ 18 x 70 18 6%

  • b 2%

15 1% 2% b 3% x 54.7 18 6 b 2% 15 1% 2% 8k n 3% ) S 15x 50 15 5% b 2% 12 % 1% 2% b b 3% i X 82.9 15 5% b 2% 12 % 1% 2% % 3% ) S 12x 50 12 5% i b 2% 9% lb 2% 3 x 40.8 12 5% N 2% 9% lb 2% b 3 1 S 12x 35 12 5% b 2% 9% lb 2% % 3 x 31.8 12 5 b 2% 9% 1 2% % 3 510x 35 10 5 b 2% 7% 1% 2% % 2% x 25.4 10 4% 2% 7% 1% 2% % 2% S 8x 23 8 4% 1re 5 1 2% W b 2% X 18.4 8 4 b 1% 6 1 2% b b 2% S 7x 20 7 3 P. N 1% 5% Pe 2% b 2% x 15.3 7 3% 1% 5% P. 2% b 2% 5 Ex 17.25 6 3% b 1% 4% %.2% 2 x 12.5 6 3% 1% 4% % 2% b b S 5x 14.75 5 3% 1% 3% 2% % b X 10 5 3 b 1% 3% 2% S 4x 9.5 4 2% % 1% 2% %2 x 7.7 4 2% b 1% 2% 8 '2 S 3x 7.5 3 2% b 1% 1% x 5.7 3 2% W 1% 1% see., ow.....w. ..., e... .ae : ei .. s.wteet a sat. 3.1s.5 may.. eve. t.eveteen an f.eeen., es.. AnstneCAM INST lTUTE OF STEEL CONSTRUCTsON

TUCCO INSTRUCTION (n'XAS UTILITIES GENERATING CO. QI-QP-11.10-9 Rev. 5 ,(p 3) Page 37 of 70 V' - CPSES - JUL 011986 ATTACHMENT 7 (Cont) . ti-*

    • * + * *
  • ._p[ainTs.

'~ ~p,. AMERICAN STANDARD CHANNELS 2 g_ {~f Dimensions for detailing ' [g 1. rie.e oi.ience D*y* E**. g,5;,*' 4e wee.

  • th r'aIte'n'e, o wenetion Secyon Qt-a{'

T e T A ti e case

  • /

in. in. in. in. in. in. in. in. in. l in. i in. in. L in. C 15x50 15 3% JW 3 12% 1b 2% 1 2% p) x40 15 3% 3 12%Ilb 2% 1 2

j x33.9 15 3%

b 3 12 % 1b 2% b 1 2 5, C 12x30 12 3% 2% 9% 1% 2% th 1% x25 12 3 b 2% 9% 1% 2% b 1% x20.7 12 3 b 2% 9%1% 2% 1% C 10x30 10 3 b i L 2% 8 1 2% b 1% x25 10 27e b 2% 8 1 2% b b 1% x20 10 2% b b 2% 8 1 2% b b 1% x15.3 10 2% b 2% 8 1 2% b b 1% C fx20 9 2% b L 2% 7% tb 2% % b 1% x15. 9 2% b b 2% 7% b 2%" % b 1% x13.4 9 2% b 2% 7% tb 2% b b 1% C 8x18.75 8 2% 2 6% lb 2% b 1% x13.75 8 2% W 2 6% ib 2% % 1% x11.5 8 2% 2 6% *b 2% b 1% C 7x14.75 7 2% L b IPs 5% Fe 2% % 1% x12.25 7 2% b b 1rs 5% Ve 2% % 1% x 9.8 7 2% b 1% 5% % 2% % 1% C 6x13 6 2% b 1% 4% tb 2% % L 1% x10.5 6 2 b b b 1% 4% *b 2% % 1% x 8.2 6 1% 1% 4% tb 2% % b 1% C5x9 5 1Fs b 1% 3% % 2% 1% x 6.7 5 1% b 1% 3% % 2% % C 4x 7.25 4 1% b b 1% 2% 8b 2 1 x 5.4 4 1% k b b 1% 2% lb 2 4 C 3x 6 3 1% b 14 1% Sb x5 3 1% 1% 1% 'b b x 4.1 3 1% b b 1% 1% lb N Sa6' # peemiss bie near beam ends; elsewhere Spectication Sect.1.16.$ ener reguwe reduc. tien be fastense sue AsdERPCAN INStatuTE OF STEEL CONtf RUCit,0N

TUCCO INSTRUCTION (V p) Page 3G of 70 'iXAS UTILITIES GENERATING CO. p QI-QP-11.10-9 Rev. 5 ,3 - CPSES - JUL 011996 ATTACHMENT 7 (Cont) .. +,ts-4 fE-tTs. MISCELLANEOUS CHANNELS G4 2 Dimensions for detailing 4 _ i.. &.:-:: rip K1 f 3. Flang. Dista ne. {*,uaj as.z. Avs. Th. t, r$"e'i.r syn.

  • l'*"*

"*f* T a T si e G* o.. gn.ii.n I in. I an. in. In. l In. :i en.: en. in. l In.--- _in. I in. I in. in. r s MC 18x!3 18 4% 3% 15 (i 1%. 2% % Si 1 2% h X51.9 18 4% Me 3 % 15 % 1 % Z% 5%s. % 1 2% h X45.3 18 4 3%55% 1% 2% b 1 2% X42.7 '18 4 N 3% 15 % 1% 2% % 1 2% MC 12x!0 13 4% 3 % i10 % 1 % 2% % 1 2% X40 13 4% b 3 % i10 %!1 % 2% % b 1 2% X35 13 4% %s 3%l10%!1% 2*i % Me 1 2% x31.s u 4 b 3%'10% 1% 2% b 1 2% MC 12x!c 12 4%

  • b SMs 74.

324 9% IMa 2% h SMe 1 2% X45 12 4

  • Ms 3% 9%l1b 2% %

1 2% X40 12 3Fs b b 3% 9%llb 2% % 1 2% X35 12 3% N 3% 9%l1hs 2% % 1 2% MC 12x37 12 3% b 3 9%.lb 2%i% % h 2% X32.9 12 3% 3 9% fib 2% b b h 2% X30.9 12 3% N 3 9%l1Ms 24 % W h 2% MC 12x10.6 12 1% 5 b 1 % 10 % % 4 2 % % MC 10x41.1 10 4% b 3% 7%:1% 24 % b 2% X33.6 10 4% ~b N 3% 7%l1% 2% % b h 2% X23.5 10 4 b b 3% 7%i1% 2W'% W h 2% MC 10x23.3 10 3% 3 7% 1% 2% N b h 2 l X2f.3 to 3% b b 3% 7%!1% 2% % 2 X24.9 10 3% %s b 3 7%I1% 2% b N h 2 X21.9 10 ' 3% b b 3% 7%l1% 2% % E 2 MC 10x 8.4 10 1% b b 1% 8% % 2% % MC10x 6.5 10 1% b k 1 9 b 2% b b l t' s. .. n..,...n n.,. s. <.ca t n s.cr. un,, s....o e. non a test.n., s.a.. AndERICAN INSTITUTE OF $7 EEL CONSTRUCTION -,e

7 TUGC0 INSTRUCTION QI-QP-11.10-9 Rev. 5 lXAS UTILITIES GENERATING CO. g:e- ) Page 39 of 70 m V j. - CPSES - JUL 011986 ATTACHMENT 7 (Cont) -e - wee + b* ~

  • I_hiTr.

Ii MISCELLANE0US CHANNEL.S e r

r..

Dimensions for detailing E_ hg Grip $b 6. Flange Distence W'8 Ususf Depth W th Thica. Designat6en S*C len e T A si e r tene, Cf In. In. In. In. In. In. In. In. In.. in. In. '! In. In. (~' MC 9x25.4 ' 9 3% ~$e b 3 6% ik 2% % L M 2 9x23.9 9 3% b 3 6% lb 2% b 2 MC 8x22.8 8 3% b b 3% 5% lb 2% % 2 X21.4 8 3h b 3% !% lb 2% b 2 MCsx20 8 3 2% 5% 1% 2% b 2 x18.7 s 3 b 2% 5% 1% 2% b Fe 2 MC 8x 8.5 8 1% b b b 1% 6% 2% b 1% MC 7x22.7 7 3% 3% 4% 1% 2% b 2 X19.1 7 3% b 3% 4% 1% 2% b 2 MC 7x17.5 7 3 b 2% en 1S 2% L 1% MC6x18 6 3% b 3% 35 1W 2% b 2 x15.3 6 3% b b 3% 4% n 2% 2 MC 6x15.3 6 3 b 2% 3Te Ib 2% b 1% x15.1 6 3 b b 2% 35 1 2% 1% , MC 6x12 6 2% b 2% 4% i 2% 1% MC 3x 9 3 2% 1% 1% b x 7.1 3 2 b 1% 1% ~ Gage a permissebee neer beam enes: else=nere Soecsicateon Sect. 1.16.5 enay require reoucuon in testener sue. I

TUGCO INSTRUCTION p ( QI-QP-11.10-9 Rev. 5 Oi NERATING CO. k(') - (,) Page 40 of 70 'JUL C' 1o86 AITACHMENT 8 CABLE TRAY SUPPORT A Al I'\\ L:.tmJ: dAL f I FLidGES -b f l i CROSS-SECTIONAL PLANE tJcrijRAL sdAPE PERPENDICULAR TO ' " '2 " " " " S SE.cilcd A-A so rce tumeur,) TCt.AM %AAPL EEJECT*.. ~ ACCEPT ** ~ ~ ~ I t l lr M l=e sci: *\\ l. dcL.en f A Il \\ I i.~_ik:KI.' II g /' I l l \\Mt.lsi sL ~l 6ROTEE.iWAdE.~ L I I Qg_ta t ? hLi & 2 i, f 32 T II i o i l I t I bMI I I NWar og iI gI } N.MLT-l l gl l l l Holes or bolts are in same cross sectional plane. _ Holes or bolts not in the_same cross sectional plane, must be 2" or greater centerline to centerline. _e, ,,_,.,-___._,,y,- ...w y.,_ m

1 j TUGC0 INSTRUCTION s /^ t QI-QP-ll.10-9 Rev. 5 V]XAS UTILITIES GENERATING CO. m\\g:r, ) Page 41 of 70 - CPSE S - JUL 011986 i ATTACHMENT 8 (Cont) CABLE TRAY The following criteria shall apply to holes in the cable tray stringers in the vicinity of the clamps. Repairing of holes l in cable tray stringers is required if: (1) Minime:n distanca between edges of holes 7/16". ) o h win. o 'A'RIN, l l t------_____--__-_______, (2) One or more existing (unused) hole (s) lie in the same cross section with an oc:upied hele(s) (used) or existing hele (unused). An exception is s:4de for stanufacturer's holes. See (5) below. F F F { j ]l to be repaired {~} unused hole to unused hole f unused hole [ be repaired-e to be repaired i. I l ) g used hole unused hole unused hole -- - o J te te repaired Lcrosssectionj l NYEI used hole L_e -e L. usec he.se_ (__ L L_ L (3) Tne dia:e tr of existing (unused) hole is greater than 3/4". ) 3** W A. L l ll C (4) The hele (used) is slotted. A sletted cable tray stringer hole shall be defined as a hole witn a varying diameter mf 21/16*. The hole may be redrilled as re:uired. Existing (unused) slot ed holes with the maxic.:. dimension le.ss than 3/e" need nct be repaired. g 01A.t'd,Mtd. OI A. j C3 0 (t) All manufacturer's holes are acceptable (i.e., need not be repaired) l provided edge distance betwecn manufacturer's hole and field drilled , holes are in agreement with the above criteria. .,e-

TUCCO INSTRUCTION s QI-QP-II.10-9 Rev. 5 l' 'EXAS UTILITIES GENERATING CO. $p 3) Page 42 of 70 C/ - CPSES - JUL 011986 ATTACHMENT 9 COMANCHE PEAK STEAM ELE *TRI: STATION INSPECTION REPORT lita aiscalerIca totarirtCA:sca no. r.:L=is::acraat st;;enar:ca b f assas o, :(1; Ecu!P. tcts:. %. s7 t c.ac. ga t e. Sti.J.c. m. a esv. a (nan'4 no. NA d NA gj OI AP-ll.!D-9 Rev. + Q in peact!s C PR[ InU4tAMCn Q lasTRtATICm O FinAt C METEsi Ins 7tCTICn f t3!Fl3flC5 Ins 7tCit:n ~~ :nsPECTICn InsPEC?!Ca Inst, etsutis O insatction ci>,tt:rs. Att... tic 2ste irt-s strisrac:cir oc iasatcm are O inserction cearttrco. unstrissac:sa, stras tistra actC. u 81L4 no. INSPECTION ATTRIBUTE 5 3 3 catt srbr I 1: 11 la 1. Base Metal Damage l l l l lMishandlingMark-(dent, scratches, cable marks. l l l etc.) l l l A \\ Mechanical Abrasion - (grinding, filing, etc.) l l l ( j Arc Strikes /Couges l l l l Misdrilled Holes l l l l Cracks l l l -l 1.asinat. ions l l l l l i Other (Specify) l l ! I I l 2. Defect Dimensions l ll Material type / grade l l l Vall/ plate thickness l ll Outside diameter l l l l 1 I li s m ca I l l l 1 l l 1 l I aDenass (owcs,$ptCs.I?c.) k bb sitAtt0 KA 4. Dar t sicAAfust M9/03 4/86

TUCCO INSTRUCTION p EXAS UTILITIES GENERATING CO. e, d QI-QP-ll.10-9 Rev. 5 s .( 1 Page 43 of 70 - CPSE S - JUL 011986 . ATTACHMENT 10 1. Base metal damage / defects may be repaired by grinding without veld build up provided the following conditions are met: 1. The damaged / defect area ground to remove the imperfection is well faired without abruot changes in contour and shows no visual indication of being previously repaired. 2. The depression produced by grinding will not exceed the* followings a. Area ground is 2 inches or less in diameter. b. Structural shapes: 1) 1/32 inch, for material less than 3/8 inch in thickness. 2) 1/16 inch, for material 3/8 to 2 inches inclusive ir. p) thickness. I~) 3) 1/8 inch, for material over 2 inches in thickness. c. Plate: 1) 71 under place thickness 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: PIrE 7* OF PLATE S#tPLE DECIMAL THICD ESS THICC;ESS EOUIVALENTS (Thousanoths) 1/64 =.015 1/2 35 1/32 =.031 3/4 43 1 70 1/16 = 0.62 1 1/4 87 1/8 =.125 1/12 105 1 3/4 122 over 1 3/4 125 11. If the above requirements cannot be met, the area of the material that has been reduced below the tolerances fer the specified thickness shall be repaired by welding and grinding unless othervise approved by engineering. s

TUCCO INSTRUCTION ( QI-QP-11.10-9 Rev. 5 AS UTILITIES GENERATING CO. ( pe-Page 44 of 70 s/ - CPSES - JUL O' 1986 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. 1 specifies those 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 shall be as shown on the preliminary "as-built" drawing. Cap require-ments given in Attachment 11A override any clamp gap requirement shown on the preliminary "as-built" drawing. For clamp types specified on 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 O as applicable. 3. Tray clamps shown in this attachment may be attached to a supporting tube steel, angle, plate, channel, section, walls or floors as applic-able and as shown on the preliminary "as-built" drawing. If a shim / filler / spacer plate is welded to both the 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 weld is safety related. 4. Washer plates on one or two bolt clamp details of the connection to the tray of 24" and wider are required, (verify presence) washer plates may or may not be used on tray less than 24". Where A307 round head bolts with standard washers are specified, the conventional symboI on Attachment 11 and on preliminary "as-built" drawing should not be construed to represent the location of the washer. The washer shall be installed under the nut. Flat washers may be combined with flat or bevel washers. No more than two washers shall be stacked. When a flat and bevel washer are stacked, either order 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 flat or bevel washers is not required to be shown on the preliminary as-built drawing. 5. If the irregular gap between the tray and the clamp exceed 3/16, l f-sg ( ) 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).

TUGC0 INSTRUCTION l [jlXAS UTILITIES GENERATING CO. p QI-QP-11.10-9 Rev. 5 ) Page 45 of 70 g - CPSES - JUL 011986 ATTACLMENT 11 NOTES (Cont) 6. Clamps on both sides of the tray need not be identical. 7. For clamp details this attachment specifies that the total clamp dimensions (i.e., height, width, length, etc.) and the dimensions from bolts / holes closest to each edge are to be inspected / verified. The dimensions shown on the preliminary "as-built" may not, in all cases, be recorded in the same manner as shown in this attachment. In those instances QC shall determine that sufficient information exists on the preliminary "as-built" drawing to permit verification of the dimen-sions required per Attachment 11, and shall verify said dimensions of 1. 8. The details shown on this attachment shall be used in conjunction with 1A. 9. Shims or Filler, plates used to reduce / eliminate excessive gaps between p i trays and s6pport member or shims are acceptable for all cases. Shims or filler plates of different thicknesses (minimum thickness of 1/16") may be combined to raach " Max." thickness for all Attachment 11 and 11A details. Welds, if used, for those shims / filler plates are NNS. The existance/ location of filler / shim plates is not required to be shown on the drawing, i 10. Inspection orientation shall be per Attachment 14. 11. For dimensions showing transverse location of bus duct, the dimension shall be taken frcm the side of the bus duct ccver. 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 11/8". O i

TUGC0 INSTRLCTION EXAS UTILITIES GENERATING CO* N Ns QI-QP-II.10-9 Rev. 5 IC/ Page 46 of 70 - CPSES - JUL0:199g OLE FOR ATTACHMENT 11 (Cont) 'p BOLT - 13( -0, +} ) l l 4 Pl. AN

  • WIDTH OF THE TRAY LIP ( MIN) y

% 5 j y S CLAMP 1 CLAMP 2 us ( -O, +k ) $ I m 'E E I TRAY l SUPPORTS t [\\ g MEMBER g 5 m L.. __.. _I G 9 [ 33g 3g3 ( SEE CTH

gGhF, N

-u -Y SECTION A-A DETAIL C MEMBERS) NOTE: CL AMP DIMENSIONS SHOWN ARE TO BE VERIFIED FOR FIELD FABRICATED CLAMPS ONLY. CLAW S WHICH ARE NOT HOT DIP IRREGULAR CAP GALVANIZED ARE CONSIDERED FIELD ( SEE NOTE 2) - FABRICATED. FRICTION BOTTOM FRICTION FRICTION TYPE CLAMP OF TRAY BOLT FOR TYPE CLAMP T FILLER lP_ RAY CLAM? ( IF RE0* t= { MAX)

  • p (A30T OR HS:

b SEE DETAIL A TRAY W/ WASHER TRAY ON SH 2 0F 2 / SHIM 1 MAX 0 TO $ IRREGULAR CAP 3 ( MAxl Ot-l,+i) GAP OF {( MAX) SEE DETAIL C ~ & NOTE 3. GAP ( SEE NOTE 2)- NOTES: 1.FOR WASHER ORIENTATION AND DETAILS SEE ATTACHMENT l[A TAL CAP (TOP & BOTTOM) NOT TO EXCEED j. REGULAR TOTAL CAP U + V 5 l APPLICABLE TO A AND A CLAMPS OR AND G CLAMPS. 4.CLf.MPS 1 AND 2 NEED NOT BE IDENTICAL. TYPE ' A' CLAMP' (TRAN S FRICTION)

TUGC0 INSTRUCTION ~ QI-QP-11.10-9 Rev. 5 / IXAS UTILITIES GENERATING CO. P N (j j. Page 47 of 70 - CPSES - N JULoi1585 ATTACHMENT 11 (Cont) 1 MIN CUT IF REQUIRED TO CLEAR INTERFERENCES /{OLEFOR H I 'y BOLT I (TYP) f

  • 3

/ / \\ MAX F~ellac j HOLE (HOLE /

  • p+

THK:{ .- D e.M \\ A SHIM P-BET EN TRAY ~ & SUPPORT THK ( MIN) 4 ( LENGTH & WIDTH TO SUIT: y. 'g, ' 4 ~ TO SUIT SUPPORT TRAY CLAMP PLAN N. ,/ BOLT AT GAGE NOTE 5 TRM LOCATION OF SUPPORT SECTION I, SHIM PLATE W Y BE FIELD FABRICATED (SHOWN ON CTH) AND PAINTED WITH CALVANOX PAINT. 7.. WELDS FOR SHIM PLATE TO CTH MEH3ER ARE NON-SAFETY RELATED WELDS AND NEED NOT BE INSPECTED, p O' TYPE ' A' CLAMP (TRANSVERSE / FRICTION) SH.2 0F 2 ,w- ,,------,.---,,--n

TUCCO INSTRUCTION XAS UTILITIES GENERATING CO. g.. [ QI-QP-II.10-9 Rev. 5 (v/ Page 48 of 70 ( - CPSE S - JUL0 1986 ATTACHMENT 11 (Cont) Rj IN. THK WHEN WELDED d ilMIN* d idMIN* FOR CLAMP WELDS [ d'1} MIN

  • SEE CTH DRAWING j

1{MINe IF NOT SH0kN ON .....t.'................. THE DRAWING. VERIFY THE WELD SHOWN HERE g Q 3l C u> CUT IF REQUIRED TO CLEAR INTERFERENCE ilMIN HOLE FOR {'( BOLT / PLAN WELDED TYPE ( FIELD FABRICATED) ~. 2 3 ( +}, -l ) *

  • CUT IF REQUIRED TO l] MIN I

1 CLEAR INTERFERENCE .Q O IFILLERP-IFREQUIRED ~ T '~ (SEE DET A) FOR BOLTED TYPE ONLY BOLTED TYPE NOTE: CLAMP SIZE DIMENSIONS ARE PROVIDED FOR VERIFICATION OF FIELD FABRICATED CLAMPS ONLY.ALL CLAMPS NOT HOT DIP CALVANIZED ARE To BE CONSIDERED FIELD FABRICATED. CUT IF REQUIRED TO CLEAR 1dMIN flOLEFOR H 3 H I

  • p BOLT (TYP) j
  • N Y

h0(SEECTHDRWGFCF f ~~ ~ ' *** /

\\

ANGLE OR CHANNEL SUPPORT MEMEERS) \\ MAX FILLER (HOLE (HOLEj- [ \\ SUPPORT MEMBER THX={ DETAIL A TRAY SHIM R NOTES:

1. SHIM PL ATES MAY BE FIELD F ABRICATED AND PAINTED WITH 1 IN. THK l

gg el) 8 GALVAN 0X PAINT. ( MAX) l

2. WELDS FOR SHIM PLATE TO CTH PEMBERS ARE CUT.TO FTRAY CLAMP NON-SAFETY RELATED AND NEED NOT BE INSPECTED.

SUIT

3. IRREGULAR CAPS BETWEEN TRAY CLAMP / SHIM PLATE AND SHIM

,'!.y

4. !!AXDIU t CL !ULATIVE. CAP DETLTE : CLK T-TRAY, TRAY-SHI:1 R:D PLATE / STRUCTURAL _MEMBERSHALLNOTEXCEEDjIN. E AC_H.

SUPPORT T n -~ I v Ot+j.-{} O TO I

  • FOR BUS DUCT LENGTH OF WELD IS 1 INCH MIN.

j

    • FOR BUS DUCT THE LENGTH OF THE CL AMP MAY BE 23( +{,-{ }

g., ggt 7 TYPE ' C' CLAMP THE WIDTH MAY BE 3( !{ } AND THE W/ WASHER THICKNESS AS INDICATED FOR ( A-30T MIN) ( TRANSVERSE / FRICTION) WELDED OR BOLTED TYPES. (SH 1 0F 2)

TUGC0 INSTRUCTION M) ,O.XAS UTILITIES GENERATING CO. F QI-QP-11.10-9 Rev. 5 V Page 49 of 70 - CPSES - JUL 011985 ATTACEMENT 11 (Cont) TRAY E CLAPP S TO SUIl TRAY -[ ,.d, . "I' ~ } SHIM $!.( MIN) SEE NOTE 1 FOR SCLTED TYPE ONLY / O Q% CUT FROM STANDARD 9+s PLAN TRANSVERSE TYPE CLAMP % ---j--..:f / TRAY r N fC51 PLAN I. SHIM PLATE MAY BE FIELD FABRICATED TRAY TRAY AND PAINTED WITH GALVAN 0X PAINT. CLAMP WELD FOR SHIM PL ATE TO CTH-+ EMBERS SUPPORT 3 ARE NON-SAFETY RELATED AND OPTI0tlA:. \\ AND NOT TO BE INSPECTED.

2. FOR WASHER ORIENTATION & DETAILS

'p[y',f ( SEE ATT. 1IA. 7 O - \\% TYPE ' C' CLAW PLAN / ( TRANSVERSEgRICTI,0N) H

TUCCO INSTRUCTION OXAS UTILITIES GENERATING CO. P .(_ QI-QP-II.10-9 Rev. 5 ,,) Page 50 of 70 - CPSES - N JUL 011986 ATTACHMENT 11 (Cont) CLAMP 1 CLAMP 2 A TRAY IA & h MIN X 13 MIN 0( -} ) ( T YP) I.. t ( + UNLIMITED) [ 7 r$3 BOT OF TRAY TYP ' w l l FOR WELD I' / REFER TO CTH DwG d I SUPPORT ggp y GAP V CAP (U + V) 5 l APPLICABLE GAP U TO G AND G CLAMPS OR G AND A CLAMPS. CLAMPS 1 AND 2 NEED NOT EDGE OF BE IDENTICAL. TRAY GAP ( 2 + V) $ j ( TYP) N CLAMD SEE DET.A CLAMP W j 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 HORIZONTAL PL ATE MAY ALSO BE CUT TO MATCH TRAY. Y FOR 'Y' DIMENSION REFER TO CTH DWG. TOLERANCE ON 'Y' DIM. IS 2). IF

  • Y' DIMEMSION IS NOT SHOWN ON THE CTH t

DETAIL A owG. CLAff SHALL AT LEAST SPAN ACROSS OR BE CONTAINED BY THE SUPPORT PEMBER. O TYPE ' G' CLAMP SHEET 1 0F 2 ~ _ _ _

TUGC0 INSTRUCTION )XAS UTILITIES GENERATING CO. p, g), Q1-QP-11.10-9 Rev. 5 s Page 51 of 70 - CPSES - N JUL 011985 ATTACFLMENT 11 (Cont) BUS DUCT 4 {' OR {' p A-307 \\ ~X RD HD BOLT ( TYP) W/ WASHER SIDE OF BUS DUCT X ~ { MIN / 4 / f ( +d. -0) / -o-x x _ J_ ~ j Y GAP U + Ve y MAX ( TYF ' X / ~ ~ r s X a X L STRUCTURAL MEM3ER 1 FOR WELDS REFER TO CTH DWG i FRICTION / TRANSVERSE TYPE ' G' CLAMP DETAIL FOR BUS DUCT NOTES:

1. TOLERANCES FOR DIMENSIONS X. XI. X1ALTANDYIS!{.

FOR X, X1 (OR X1 ALT) AND Y. SEE CTH DWC. 2.FOR PLATE SIZE SEE CTH DRAWING.

3. VERIFY EITHER X1 OR X1 ALT AS INDICATED ON CTH DRAWING.

TYPE ' G' CLAMP SHEET 2 0F 2

TUGC0 INSTRUCTION F P .(s, QI-QP-II.10-9 Rev. 5 (]iXAS UTILITIES GENERATING CO. Page 52 of 70 ,d,) - CPSES - JUL 011980 ATTACHMENT ll (Cont) ( Al ANGLE TYPE BOLTED TO SUPPORT MEMBER. ANGLE x ( SEE CTH DWG) i WASHER & j ' OR l *Y RD HD BOLT FOR TRAY 24 IN. X1 XI P ( A307) W/ WASHER AND UP ( ALTi d I. j 'y BOLT ( HS) VERIFY PQESENCE W/ WASHER TRAY x x. ~~ ~~ g,3,. \\ L SUPPORT E h8ER -G ( SEE CTH DRAWING l p* FOR ANGLE AND - G ( SEE CTH DWG gd CHANNEL SECTION) FOR ANGLE AND CHANNEL SECTION, ( B) ANGLE TYPE WELDED TO SUPPORT MEMBER. ANGLE (SEE CTH DWG X f0 WASHER E AND NOTE 1) T AY 24 IN. X1 u XI P j*ORl'4RDHDBOLT A r VERIFY PRESENCE 2 ( A307) W/ WASHER

/f-TRAY x

x, o me a w Y SUPPORT MIMBER SUPPORT MEMBER FOR WELDS REFER TO CTH DRAWINGS. I NOTE: CLAMP !!AY BE ANGLE (AS DEPICTED ABOVE) OR PLATE. G ONE BOLT CLAMP CONFIGURATIONS SHEET 1 0F 3 ...___________..,.__.___..:, _ _ - ~ _.___.

n TUCCO INSTRUCTION [) OXAS UTILITIES GENERATING CO. P QI-QP-ll.10-9 Rev. 5 Page 53 of 70 j - CPSE S - JULu. a,J ATTACHMENT 11 (Cont) j' p OR I'% A-307 BUS DUCT RD HD BOLT W/ WASHER 1 1 X X1 X1 ALT \\ 7 T x O x, J ANGLE OR CIIANNEL (SEE CTil DWG) 4 l SUPPORT ffMBER (FOR ORIEUTATION SEE CTl! DRAWING) FOR WELDS SEE CTH DWG ONE BOLT CLAMP DETAIL FOR BUS DUCT O ONE BOLT CLAMP CONFIGURATIONS SHEET 2 0F 3 j l

TUCCO INSTRUCTION NEXAS UTILITIES GENERATING CO. P.[. QI-QP-11.10-9 Rev. 5 [j ,) Page 54 of 70 ( - CPSE S - ( JUL ni 10m; ATTACHMENT 11 (Cont) NOTES:

1. A:;GLE OR PLATE !!AY BE BC::T TO FIT TliE CURVATURE OF Tr.E TRAY.

l 2. ANGLE THICKER THAN SHOWN ON CTH DRAWING IS ACCEPTABLE. 3. FOR X, X1 OR X1 ALT AND Y DIMENSIONS REFER TO CTH DRAWING. THE WASUREMENT TOLERANCE FOR THE ABOVE DIMENSIONS IS : }".

4. VERIFY EITHER XI OR X1 ALTERNATE AS INDICATED ON CTH DRAWINGS.

5. IF Y OIE NSION IS NOT SHOWN ON CTH DRAWING VERIF..Y._T. HAT. CLAMP MEMBER SPANS.ACROSS OR IS CONTAINED WITHIN THE SUPPORT _ EMBER.._ IF Y DI!!ENSION IS NOT S110UN ON DRAWINGS, WELD VERIFICATION'WILL SUFFICE, IF WELD LENGTil IS PROVIDED ON Tile DRAWING. 6. ANGLE MAY BE TURNED UNDER THE TRAY. 7 THE ABOVE CLAMP TYPES CAN BE INSTALLED ON FLANGES OR WEBS OF STRUCTURAL MENERS. (O BUILT UP METERS. PLATES OR WALLS AND FLOORS AS APPLICA ,/ DRAWINGS. 8. FOR BOLTED CLAMP OVIRHANG, SHIM PLATE. GAPS AND WASHERS ACCEPTABILITY DETAILS, ORIENTATION AND OTHER GENERAL NOTES SEE ATTACHMENT I I A ONE BOLT CLAMP CONFIGURATIONS SHEET 3 0F 3 x

TL'GC0 INSTRl'CTION T2XAS UTILITIES GENERATING CO. %e. [ Q1-QP-ll.10-9 Rev. 5 (V k. Page 55 of 70 \\~f - CPSES - JUL 011986 ATTACHMENT 11 (Cont) t I. PLATE TYPE ( VELDED TO SUPPORT MEMSER) TRAY W ( SEE CTH g-[g DW) g a: ( 2-)*p RD HD BOLTS y y W ( A30T W/ WASHER) ~ ~ x 4 U l WASHER RFOR 24 IN. d WIDER TRAY-VERIFY x u PRESENCE [ AND CTH DWG, [ FOR VELD SEE NOTE 3 \\ SUPPORT MEMBER SUPPORT MEMBER II. ANGLE TYPE ( BOLTED TO SUPPORT MEMBER) ,O j'fRDHDBOLTS w ANGLE <SEE TRAY E ( A-30T) W/ WASHER CTH DWG) - x 1 SUPPORT x e MEMBER 4 OR WALL dWASHERE m ^ ~ FOR TRAY 24 IN. E NSUPPORT tEMSER R E OR WALL g O0LT (HS) _SEE CTH DWGS w ( SEE CTH DRAWING FOR CHANNEL & ANGLE SECTIONS) III. ANGLE TYPE ( WELDED TO SUPPORT PCMBER) RD HD BOLTS w [; TRAY Q ( A-307) W/ WASHER FOR ' X', ' X 1'. AND ' Y' ANGLE ISEE DIMENSIONS FOR TYPES = X _. _. - CTH DWh ,y,, , g y, AND ' III' g, X Xl REFER TO CTH DWG AND d VASHER JP_ ~'-*} TOLERANCE PER NOTE 2. ~' L.._ FOR TRAY 24 IN. IF ' Y' DIMENSION 'IS NOT yO SH0VN ON DWG. VERIFY & UP VERIFY o x PRESENCE E THAT CL APf' MEPf3ER SPANS 4 4 ACROSS OR IS CONTAINED FOR WELD SEE NOTE 3 WITHIN THE SUPPORT MEMBER. VERIFY EITHER AND CTH DWG. SUPPORT MEMBER X1 OR X1 ALTERNATE AS 1 INDICATED ON CTH DWG, TWO BOLT CLAMP CONFIGURATIONS-SHEET 1 0F.3 l

TUGC0 INSTRUCTION 7 EXAS UTILITIES GENERATING CO. P. QI-QP-i l.10- 9 Rev. 5 V 3) Page 56 of 70 / - CPSES - JUL O! 1986 ATTACIDiENT 11 (Cont) $ CR f p A-207 BUS DUCT f0HCBOLTW/VASHER-tTYP) \\ \\ ALTERNATE TWO SOLT lig X CONFIGURAT CN \\ f Y l _x ANGLE OR CHANNEL iSEE CTH 0./0; l ? SUFPCRT PEPRER ( FCR ORIENTATION SEE CTH DVC) FOR VELOS SEE CTH DVG i l TWO BOLT CLAMP OETA.IL FOR SUE DUCT i TWO BOLT CLMP CONFIGURATIONS I SHEET 2 CF 3 x s

TUCCO INSTRL'CTION pp \\ QI-QP-ll.10-9 Rev. 5 ' - {Q \\ (,1 "!XAS UTILITIES GENERATING CO. (.. Page 57 of 70 - CPSE S - JUL 011986 ATTACliMENT 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 1 j.

3. WELD / BEVEL IF USED, CAN BE EITHER SIDE OF PLATE. FILLET WELD IS ACCEPTABLE IF NO UNWELDED BEVEL IS PRESENT IN THE WELD AREA. j 4. ANGLE THICKER THAN SHOWN ON CTH DRAWING IS ACCEPTABLE. 5. FOR BOLTED CL AMP OVERHANG, SHIM PLATE, GAPS AND WASHERS ACCEPTABILITY DETAILS, ORIENTATION AND OTHER GENERAL NOTES SEE ATTACHMENT llA 6. ANr.'. E MAY BE TURNED UNDER THE TRAY. T. ABOVE CL AM TYPES CAN BE INSTALLED ON FLANGES OR WEBS OF STRUCTURAL MEMBERS. BUILT UP MEMBERS PL ATES OR WALLS AND FLOORS AS APPLICABLE AND SHOWN ON THE CTH DRAWINGS. k i 1 4 TWO BOLT CLAMP CONFIGURATIONS SHEET 3 0F 3 l

TUGCO INSTRUCTION plXAS UTILITIES GENERATING CO. P. QI-QP-i l.10- 9 Rev. $ g ,f Page 53 of 70 - CPSES _ JUL 01 1995 ATTACHMENT 11 (Cont) A) PL ATE TYPE ( WELDED TO A SUPPORT MENER). X TRAY El*pRD HD BOLTS ( NOTE 3) ( NOTE 3) Ty ( A307 V/VASHER) (SEE CTH SE E C TN DW6. * .g.. DRAWING)4g, 4 4 - p.4.. x l I I l 4 4 - p.p. I g. 4 I i ~ X( NOTE 31- ') i X( NOTE 3) SUPPORT MEMBER =! SUPPORT MEMBER FOR hLD SEE NOTE 9 AND CTH DRAWINGS. I 1 = = X ( NOTE ( NOTE X ( NOTE 3) X= = i ( NOTE 3) f-X 4.-.-.-+. 4.._... I.-. _4 i i o -X ( NOTE 3) X(NOTE 31-E SUPPORT M MBER X( NOTE 3) O ^ L eveeoa' "< et" PtJLTI BOLT CL AMP CONFIGURATIONS SHEET 1 OF 5 l

TUGC0 INSTRUCTION

OXAS UTILITIES GENERATING CO.

e (s QI-QP-ll.10-9 Rev. $ V ,1 Page 5<> of 70 - CPSES - N, JUL 011985 ATTACF. MENT 11 (Cont) ( B) ANGLE TYPE ( BOLTED TO SUPPORT MEMBER). f j ' p RD X ~ ANGLE HD BOLT X c X ( SEE CTH DWG) 'NO W/ 'A HER) ( NOTE 3)* ~ g g ( NOTE 3) .s. ~ a l j'l~ TRAY - 4 4 - h 4-. g i .I l l 'i. x 4' ~ 4.g _ y. I we-I I I a X( NOTE 31-g X( NOTE 3) Y G. SEE CTH DWG ( TYP) (!,$ BOLT ( HS) & WASH X X ( NOTE 3) X ( NOTE 31 l 7X ( NOTE 3) x i Th -X ( NOTE 3) pt l* p BCLT (HS) W / uJ a.a a.v-1 SUPPCRT MZMPEP G.

  • SEE CTH DRAVINGS FOR G DIMENSION FOR ANGLE AND CHANNEL SUPPORT MEMBERS.

_ MULTI BOLT CLAMP CONFIGURATIONS SHEET 2 0F 5 (

TUCCO INSTRUCTION QI-QP-11.10-9 Rev. 5 \\. OXAS UTILITIES GENERAT'NG CO. .e (d' l'ase 60 of 70 - CPSES - N JUL 011985 ATTACliMD;T 11 (Cont) ( C) ANGLE TYPE (WELDED TO SUPPORT MEMBER). X 1 ( l'@ RD i HD BOLTS y y -+ c = ( A30T W/ WASHER) ( NOTE ( NOTE .I..l SEE CTH DWG 33 31 I a ANGLE .t $.. . d. d._. h h. ( SEE CTH DWG) h, TRAY d l l l x 4 is. -f 9_ p p. n 1 - I e a X(NOTE 3)- 4 'O X( NOTE 3) Y StJPPORT MEMBER - SUPPORT MEMBER FOR WELO DETAILS X SEE CTH DWG X X ( NOTE ( NOTE 3) 3) { ^ . 4. _. -.

4..

a x 4. . ~. p. 4._._. 4_. _f o 1 i a X( NOTE 3)- X( NOTE 3. O .K_itTI BOLT CLAMP CONFIGURATIONS SHEET 3 0F 5 g

TUGC0 INSTRUCTION T]gl P Q1-QP-II.10-9 Rev. 5 AS UTILITIES GENERATING CO. ,.i Pate c,3 of 70 - cese s - JUL 011995 ATTACHMENT 11 (Cont) ' p OR j's A-307 BUS DUCT D HD BOLT W/VASHER (TYP) FOR HUMBER & ORIENTATION OF BOLTS REFER TO CTH DRAdING \\ \\ NY \\ v,,s, .. 9::'k ,y x ,73 l i \\_ _/ ._ 2L ANGLE OR CHANNEL ( SEE CTH DWG) SUPPORT PETTER (FOR ORIENTATION SEE CTH DWG) FOR WELDE SEE CTH DWG MULTI-30LT CL AMP DET AIL FOR BUS DUCT i ('y MULTI-BOLT CL AMP CONFIGURATIONS SHEET 4 0F 5 9

TUCCO INSTRUCTION rIXAS UTILITIES GENERATING CO. QI-QP-ll.10-9 Rev. 5 ( (P, rage 62 or 70 \\ U - CPSE S - M 011CE ATTACHMENT 11 (Cont) NOTES: 1. ANGLE m Y BE BENT TO FIT THE CURVATURE OF THE TRAY. 2. FIELD MASUREMENT TOLERANCE FOR DIMENSION MARKED 'X' AND ' Y' IS : j. FOR 'X' AND ' Y' DIMENSION REFER TO CTH DRAWING. 3, MEASURE BOLT / HOLE CLOSEST TO THE EDGES ONLY, UNLESS OTilER DIMENSIONS ARE GIVEN ON THE CTH DRAUING. 4. IF DIMENSION Y IS NOT SHOWN ON THE CTH DRAWING VERIFY THAT CLAMo MEMBER SPANS ACROSS OR IS CONTAINED WITHIN THE SUPPORT' E MBER. 5. ANGLE THICKER THAN SHOWN ON CTH ORAWING IS ACCEPTABLE. 6. ANGLE MAY BE TURNED UNDER THE TRAY. 7 THE ABOVE CLAMP TYPES CAN BE INSTALLED ON FLANGES OR WEBS OF STRUCTURAL MEMBERS, BUILT UP NEttERS, PLATES OR WALLS AND FLOORS AS APPLICABLE AND AS SHOWN ON CTH DRAWING,S. 8 FOR DOLTED CLAMP OVERHANG, SHIM PLATE, GAFS AND WASHERS ACCEPTAEILITY DETAILS, ORIENTATION AND OTHER GENERAL NOTES SEE ATTACHMENT 11 A. 9. WELD BEVEL. IF USED. CAN BE EITHER SIDE OF PLATE. FILLET WELD IS ACCEPTABLE IF ND UNWELDED BEVEL IS PRESENT IN, WELD AREA.

10. THE BOLT PATTERN AND NUEER OF. BOLTS SHOWN IN THIS ATTACHMENT ARE ONLY EXAMPLES OF POSSISLE CONFIGURATIONS IN THE FIELD. FOR ACTUAL CONFIGURATION. REFER TO THE CTH DRAWING. REGARDLESS OF CONFIGURATION VERIFY ~All THE DIMENSICNS INDICATED IN THIS ATTACHMENT, WHERE X IS THE DIMEN'SION BETWEEN EACH EDGE AND THE BOLT CLOSEST TO THAT EDGE.

HJLTI BOLT _, Cl. AMP CONFIGURATIONS SHEET s OF 5

~ TUGC0 INSTRUCTION QI-QP-ll.10-9 Rev. 5 [~7XAS UTILITIES GENERATING CO. p p. p,) Page 63 of 70 ) q_ - CPSE S - ~ JUL 011986 CUT IF ^ CUT IF HOLE R E 00_ -(+) ) NOTES: -{,0)EF0 g BOtT 1.0VERHANG DIMENSIONS SHOWN ON CTH DWG,

f_f, HAS FIELD MEASURE TOLERANCE OF j.

r (, N / REF TABLE

2. WELDS FOR SHIM PLATE TO CTH MEMBER ARE NNS WELDS AND NEED NOT BE VERIFIED.

C HOLE MIN

3. SHIM PLATE THICKNESS SH0VN ON CTH DWG.

BEVEL WASHER FLAT WASHER (1$ng$$ $ f " ** *"" "

4. FIELD MEASUREMENT TOLERANCES FOR DISTANCES BOLT WASHER ( DIM)

OF PERIPHERAL BOLT / HOLES FR,0M ED.GES OF DIA DIA PLATES / ANGLES ARE TO BE

1. FOR Ti!0SE k

N DISTRICES REFER TO CTH DRAUING. g

5. FIELD MEASUREMENT OF GAGE DISTANCES FOR I

j ANGLE USED IN CLAMP HAVE A TOLERANCE OF 1{ 1 2jFORCAGE. REFER TO CTH DWG. d lj If 6.IRREGUL AR GAP SHIM TO ANGLE / SHIM TO STRUCTURAL MEMBER TO BE i MAX EACH. T.FOR IRREGUL AR, GAPS BETWEEN TRAY AND CL AMP 3 11 GREATER THAN g USE VASHER PLATE ( S). j 1, 8.FOR TRAY CONNECTIONS AT TRAY SPLICES. NUTS WITH BUILT-IN WASHERS ARE ACCEPTABLE BOLT FOR BOLT FOR WITH OR UITliOUT TliE USE OF STX!DARD WAS11ERS TRAY CLAMP TRAY CLAMP-/ INTERFACE BETWEEN b 4 WASHER AND CHANNEL h ANIRREGULARGAPOF[f y ( MAX) SUPPORT PPORT MEMBER [* M AXSHIM PL ATE MEMEER THICKNESS ~ -IRREGUL AR CAP gTTHISINTERFACE CUT TO SUIT HEAVY DUTY TRAY S C TRAY-d BOLT TPFU TRAY CLAFF GAP @ ( PL ATE OR g BOT OF

    • ~

TRAY - ( PL ATE C:' 4 gg r.,No Es -.... SUM l ANGLE) [ j ( MAX TOP OF STRUCTURAL y j ( MEMBER OR TOP BOT OF [ .og o To i 0F SHIM TRAY GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS SHEET 1 OF 3

TUGC0 INSTRUCTION OlXAS UTILITIES GENERATING CO. mp 3 Ql-QP-ll.10-9 Rev. S h (_\\ ,1 Page 64 of 70 - CPSES - JUL 011986 ATTACHMENT llA (Cont) 9, AS SHOWN IN ATTACHt' INT 11, A ' SHIM PL ATE' SHALL BE CONSIDERED AS A PLATE WHICH SHIMS A GAP BETWEEN BOTH THE CLAMP AND TRAY AND THE SUPPORT. OR A GAP BETWEEN THE MATING SURFACES OF THE CLAMP AND TRAY. WHILE A ' FILLER PL ATE' SHALL BE CONSIDERED AS A PLATE WHICH FILLS A GAP BETWEEN THE CLAMP AND THE SUPPORT OR SHIM. 10, FOR BUS DUCT CLArf. A FILLER PLATE MAY BE INSTALLED BETWEEN THE CLAMP AND THE SUPPORT MEMBER. THE FILLER PLATE DOES NOT GO UNDERNEATH THE BUS DUCT. (THE FILLER PLATE MAY ALSO BE CALLED SHIM PLATE ON THE CTH DRAWING). IT IS CUT TO SUIT WITH TOLERANCES ON THE WIDTH AS INDICATED IN NOTE 11, AND TOLERANCES ON ITS LENGTH AS FOLLOWS: O O TO j BUS 4 (TYP) ~/ 'r BUS DUCT DUCT fMAX _g, _4 7 I, [ SSEE \\"I { h { h 0 TO i ~ (TYP) O GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS SHEET 2 0F 3 4

TUGC0 INSTRt'CTION pp =, QI-QP-il.10 0 Rev. 5 MAS UTILITIES GENERATING CO. 3) Parc 65 ef 70 ( - crst s - y JUL 01 EEC ATTACIDIENT ll A (Cont)

11. WIDTH OF THE SHIMS ( OR FILLERS FOR BUS DUCT) BETWEEN THE BOLTED CLAMOS AND THE SUPPORT MEMBER IS AS SHOWN ON CTH DRAVINGS. IF NOT SPECIFICALLY DETAILED ON CTH DRAWING THE FOLLOWING SHALL APPLY.

BOL T/HOL E AS IN CLAMP 1 o o 7 5 2 f (y y I

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i l l 1A INTER RE Es FIELD CUT TO SUIT i i 12.FOR BUS DUCT CLAW. WHEN THE SHIM PLATE IS INSTALLED BELOW BOTH THE CLAt'? AND THE BUS DUCT. THE TOLERANCES ARE AS SHOWN BELOW: .OTOj 0 TD ) 47 BUS B -0 TO j ~~f US 3 MAX DUCT DUCT FILLEPk-- 4 4 .-f E f iVis"'N.Y E- { SHIM \\ SHIM O TO A 0 TO k ~ 0 TO } t4 AK. THE V 7 ~ L MAXTHKsf i O GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS SHEET 3 0F 3 i

TUCCO INS 1PUCTIO:: 4' XAS UTILITIES GENERATING CO. P, (s QI-QP-l!.10-9 Rev. 5 ./j Page 66 of 70 - CPSES - JUL 011500 a- .~ ATTACHMENT 12 ? L 6x6x3/4 p. -l c6x8.2 FcaN w/cni-m s lli= p= = = = _. = = = = 5 4 ll6l= = = = = = = = =$ ll l r i ll l i c6xa.2 ~T_R_A_Y_I_J g ll U_J s CTH-XXX i 4 r i L 6x6x3/4 ,r 3 e 3~ 4 ll c6xs.2 ' T.R.A.Y_ I_,i u A i y [- I 4 l .l C6x8.2 FURN W/CDI-XXX 4 .,-.,_ _ _ _ _ ( __ _ _._. : Ic='m = = ======d 3-i CTH YYY n i 4 1 EXAMPLE OF MULTIPLE CTH'S 1 CONNECTED TO CO.'D'ON BASE ANGLES m - - - ~. _.,. - _.,,.,,.,._..nm.,.,,..,,._y---,m_---,.--.-w.-,_.,4--p,,r.,-- .-t.-., -e- , - -. -.-..c-.7--sm+r-m.,--

TUCCO INSTRL'CTION P

  1. .* b,)

QI-QP-ll.10-9 Rev. 5 CXAS UTILITIES GENERATING CO. 7 ( Page 67 of 70 (.\\ - CPSES - JUL 011986 ATTACIS!EST 13 CH PACY.ac: p'-.s e r

3. s-FP/Ir. CHECn !S*

g COEaECTIO:U m DESCRIPTIOK CT cos LITI: ATTRIE!:TE g en E DOCWIN*ATION D!$0RTPE'!CT (INIT: n; 1. Inspe: tion report nust,er has bees assigned to inspectton report. 2. CTH Identification is correct in block 3. J. Suilding, elevation anc room l nutber correctly entered in block i a, 'e 1 Inspe:tien procedure revision is correctly kntered im block 7. 3. Inspettien results are indicated to block 10. ) t t 6. Ir.spection refert has signature, \\d badge and correct date entered. 7 A.11 attribetes are er.ecked Sat, l Lwnst or N/A. g 3. All Ensat cociitions are describea in a clear and concise mar.ner. 3. Each Unsat condition is properly ref erenced to the correct item on t he at*a thed eve. (vaca arnlie*bici l'). Corrections are made pc: CP-M - 18.0 (ce write overs)i IL. NC:t number is ref erenced in block 13 (when applicable).

11. Drawing nunber and revister. is referenced in blocs 14 D.

Inspectionreportnumberentereded attacheddwg.andallattachmects.l

14. Fase muzoers correctly assigned l

to all stests. l Attached dravia; Las sigusture, badge and data. l

16. Other l

I U. Other O I k)j t IR # INITIAL RP.*ID' - - TIN n tIVII7 ~ 3AT'

1 i TUCCO INMI:UCTION ('IXAS UTILITIES GENERATING CO. %P. }g Q1-QP-II.10,9 Rev. 5 \\ Page 68 of e0

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/- - CPSES - JUL 011986 ATTACHMENT 14 8 -+- --v-I i CL AMPS-g 6 o - - ~ - i.. f n e i i l l l t Tvoical Clamo Elevation or Plan \\ O ' :: r N l l p-l C 1 i l "Tvpical Tvcical Clame 1 ~ ,,') 1** Typical Clamp 2 w Elevnt. ion or Plan A, Tvpical Clare 2 NOTES: 1. INSPECTION WILL BE PERFORMED EY V! EWING EACH CLAMP FROM OUTSIDE OF TRAY DIMENSION "3" (OR OTHER DESIGNATIO:0 WILL BE ON LEFT SIDE CF EACH CIMP, AS '.'IEWED. 2. ALL DIMENSIONS ARE ORIENTED TO THE HEEL OF THE CHANNEL (E.G. DIMEN-SION A). 3 '. ORIENTATION OF MEMBER SUPPORTING CLAMP (S) SHALL BE DETERMINED BY THE DRAWING PLAN OR ELEVATION VIEW. STRUCTURAL MEMBER ORIENTATION GIVEN 19 AS PART OF CLAMP DETAILS IS PICTORIAL ONLY AND NOT DESIGN REQUIREMENT O FOR ORIENTATION OF THE STRUCTURAL MEMBER. 4 DIMENSIONS USED TO LOCATE CLAMP ONTO STRUCTURAL MEMBERS ARE TO BE MEASURED FROM END OF CLAMP TO HEEL OF CHANNEL.

7 TL'GC0 I!;3TEUCT10N QI-QP-il.10-9 Rev. 5 () \\. .g () -('^ AS UTILITIES GENERATING CO. ,9 Pa;;c 69 of 70 '( - CPSES - g JUL 011985 ~ ATTAC10:ENT 14 (Cont) Where supporting members (as shown on clamp detail) are symmetrical all dimensions shown for exa:nple (P,Q,R and S-below) may be measured as shown or opposite hand: _R c:AnP I ' S l TRAY A _.P l1 \\ Q v s 1 Pl[ R j l y L Fig. 6 e Any exceptions to the above shall be drawn individually on CTI! drawing GENERAL NOTES: 1. Clamp orientation relative to structural members shall be determined .i from the plan or elevation views, while clamp orientation relative to the cable tray shall be deter:. tined from Attachment 11. l Clamp details shown on the as-built drawing are for dimensioning purposes and are not intended to show orientation of structural members. l ( 1 - - - ~

TUGCO INSTRUCTION .. ~. (,'j*XAS UTILITIES GENERATING CO. + +, p.! QI-QP-II.10-9 Rev. 5 N. s Page 70 of 70 - CPSE S - ~/ JUL 011986 4 ATTACHMENT 15 FLAT PLATE 3ASEPLtTE SEADED AEEAS REPRESEN S ALLOWABLE 1/4" 7ENT AND FILL EOLE LOCATIONS 1" TY? .-b." ' y m-l st e,.pi"L7;, :[( a 2: : a 1 J ANGLE BASEPLATE SEADED AREAS REPRESENTS 6Tf ALLOWAELE 1/4"7ENT AND FILL EOLE LOCATIONS v m 3 i ..;r 4 <_a 4 = l t i R& Tg-nt _- -, fl-hf,7 ~ C MS t '.w' ~ - E ',~ e. l .=m -l ~ e , M1 i i i_ 1" TTP g wb-NOTE: NO EOLES SEALL 3E DRII. LED IN n s AREAS OTEER TE.UI SECWN WIECCI ~ F7A-4 AQW Ea58-Z-f Tc.-d;n= w 4 ~--i APPROVAL 0 ; TIIE CTil DRAWI::G. m MNr -- -- h ~ V5j5x$.e A 5 =-~ we P:':"w; Ts? N M N FMMEG eMa... 6.ihNn-M-W%m~ -"V l K { . E h: "!5~5 $ ? '?-hi'5 } CONCRL~.". (E. W - A -- E = a ANCECR 4WCCMFY W M M_:? M -- l NOTE: NO HOLES SHALL'3E O DRILLED IN ARIAS OTHER THAN SHOWN W/0 APPR07.'d. ON TIII:. CTil DRAUING. . _ -}}

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