Text

Rev 9 to Procedure QI-QP-11.10-2A, Insp of Unit II Cable Tray Supports
	ML20206T450
Person / Time
Site:	Comanche Peak
Issue date:	07/20/1986
From:	Roffe R; TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:	;
Shared Package
ML20206T195	List: ML20206T199; ML20206T207; ML20206T213; ML20206T220; ML20206T239; ML20206T255; ML20206T261; ML20206T309; ML20206T327; ML20206T345; ML20206T380; ML20206T388; ML20206T400; ML20206T407; ML20206T415; ML20206T423; ML20206T429; ML20206T435; ML20206T443; ML20206T450; ML20206T845; ML20206T849; ML20206T884; TXX-4987, Forwards Evaluation & Resolution of Generic Technical Issues for Cable Tray Hangers, Prepared by Ebasco Svcs,Inc & Related Repts & Procedures;
References
	QI-QP-11.10-2A, NUDOCS 8610060336
	Download: ML20206T450 (73)
	v • d • e

{{#Wiki_filter:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _. TUGC0 INSTRUCTION f TMAS UTILITIES GENERATING CO.' P QI-QP-11.10-2A, hv. 9 Page 1 of 73 - CPSES - JUL 2o 1986 INSPECTION OF UNIT II CABLE TRAY SUPPORTS {/ [/22/b'{a PREPARED BY: APPROVED DATE ~ APPROVED BY: (# DATE 1.0 REFERENCE l-A CP-QP-11.10. " Inspection of Electrical Rac upport Systems" 1-B CP-CPM-6.3, " Preparation, App 1-1is -%- @l o Operation Travelers" ?. *6 4 6 1-C' QI-QP-11.14-4, gqbTraceabili.tyforSite t / Miscellaneous Steel" \\ stallation of M.h " Drilled n B ts" -5 1-D QI-QP-11.2-1, " l-E QI-QP-11.0-15. " rifica IB Gr 'g" nksWo V4 eld Inspection" 1-F QI-QP-11. 21-1, "R uir 1-G QI-QP-16.0-5, " Rep t Base Metal Defects" 1-H QI-QP-11.23-2, " Inspection of Completed Installations for Separa-tion / Spacing" l-I CP'QP-18.0, " Inspection Report" l-J CP-QP-16.0, "Nonconformances" l-K CP-CPM-6.10. "Insp Aled Items Removal Form" 2.0 PURPOSE AND SCOPE This instruction supplements Reference 1-A, and provides the inspection criteria and documentation requirements that shall be used to perform inspections of cable tray support and associated compone.nt fabrication and installation. 8610060336 860'/17 PDR ADOCK 05000445 A PDR

TUGCO INSTRUCTION P. QI-QP-11.10-2A, Rev. 9 WAS UTILITIES GENERATING CO. Page 2 of 73 - CPSES - JUL 281986 This instruction is applicable to all Seismic Category I supports and associated components supporting tray designated as Unit II in all Category I Buildings. NOTE: Where criteria in this instruction or CTH drawing refers to cable tray, the criteria shall also be used for " bus duct", when applicable. 3.0 PROCEDURE / INSTRUCTION The PFG will issue a separate work package that contains the appropriate drawings and Operation Traveler for each cable tray hanger. 3.1 WORK PACKAGES 3.1.1 Cable Spread Room (Structural Steel Framework) Each work package shall contain as a minimum, the FSE-00159 , p] ( drawing 'and Operation Traveler (Attachment 1). The Operation Traveler shall list all -design drawings and applicable change documents which will be included in the work package. NOTE: The FSE-00159 drawings are issued by Civil Engineering Department as a fabrication, location and elevation drawing. These drawings are to be used for location and elevation of unique number marking as well as historical purposes ONI.Y and are NOT to be used for new work or rework. The QC Inspector shall perform inspections for the operations listed on the Operation Traveler (Attachment 1) in accordance with this instruction and the work package drawing (s). If a conflict exist between this instruction and the design docu=ent(s), the design document (s) listed on the traveler shall l govern. 3.1.2 All,0ther Area = Each work package shall contain as a minimum the individual Cable Tray Hanger drawing and Operation Traveler (Attachment 2). The QC Inspector shall perform inspections of the operations listed on the Operation Traveler (Attachment 2) in accordance with this instruction and the work package drawing (s). O

TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Fage 3 of 73 x - CPSEE - JUL 231986 NOTE: The individual Cable Tray Hanger drawing vill 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. 3.2 FABRICATION AND INSTALLATION OF SUPPORTS 3.2.1 Material Requirements and Traceability The following materials (* ASTM) shall be used unless otherwise shown on the drawing: a. Structural shapes - A36 b. Base plates - A36 c. Structural tubing - A500 Grade B Verification of material traceability is not required for A-36, A500 Crade B material, A & C type clamp materials, and for -Q material used for shim and filler plates less than 3/16" thick. V Material requiring traceability verificat;on shall be in accordance with Reference 1-C. 3.2.2 Bolting Inspection 3.2.2.1 Bolt Configuration Verification The QC Inspector shall perform bolting inspections in accordance with the following: a. Verify bolting configuration is per the drawing (s) contained in the work package. For bolting of clacps to structural support members, refer to paragraph 3.2.7.2. Bolt and nut types are shown on Attachment 4. NOTE 1: All thread rod, when used in place of A325 bolts l for Richcond Inserts, shall be double nutted and considered A,-3b_ material _, unless otherwise denoted i on the drawing. NOTE 2: Verification of nut material is not required unless a friction type connection is specifically noted on the work package drawing (s) (i.e., A325F). O e --v -r--

TUGC0 INSTRUCTION T AS UTILITIES GENERATING CO. V QI-QP-11.10-2A, Rev. 9 Page 4 of 73 - CPSES - JUL 231986 b. Verify Hilti Bolts and Richmond Insert bolts are installed and tensioned in accordance with Reference 1-D and the work package drawing (s). Washers supplied with the hilti bolt are acceptable for use in the installation. Minimum embedment verification is not required if the hanger drawing specifies bolt proj ection and bolt length stamp requirements. Tolerance of projection of expansion anchors when shown on drawing is + 3/8", minimum of flush with top of nut. NOTE 1: Hilti nuts may be installed with or without the washer face against the washer. NOTE 2: Previously accepted tensioning of Hilti bolts or Richmond Inserts (including thread engagement) are acceptable provided documentation and field conditions are intact. Field verification of previous tensioning is accomplished by verifying that the torque seal is intact. Ob c. The cable tray hanger drawing will contain the information for the specific cable tray hanger number. 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 hangers are not to be inspected and verified. The example of Attachment 8 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, bearings area, etc., will be conducted. That inspection verification will be ' done when CTH YYY is inspected and verified with its own drawings. Acceptance of attributes in the common elements of the hangers may be based on acceptable hj torical documentation. 3.2.2.2 Bolt Hole Verification 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 Q Traveler.

i l TUGC0 INSTRUCTION 1 UTILITIES GENERATING CO. g>- QI-QP-11.10-2A, Rev. 9 Page 5 of 73 - CPSES - JUL 281986 l Bolt hole verification is required only for bolt hole drawings. All other dimensions and details on the bolt hole drawings with the exception of indicated edge distances, are irrelevant and need not be verified. There is no requirement that the bolt hole drawings and CTH drawings be identical. Edge distances shall be recorded as indicated on the bolt hole drawings and verified as indicated on the CTH drawings. 3.2.2.3 Bolted Connection Verification The QC Inspector, when inspecting bolted connections, shall visually inspect for the following: a. Bolts are the correct length as indicated by having the bolts flush with, or outside of, the face of the nut when completely installed. b. Turning elements are on the correct face. l b c. Washers are required for expansion anchors and for high V strength i,olting. Washers are not required for richmond inserts, or high strength bolts when used as a substitute for A-307 bolts, however washers are acceptable if used. Washer requirements for clamps shall be as specified on. Deviations may be made to these requirements where specifically noted on the work package drawings. NOTE: Where long slotted holes are used on an outer ply, structural plate washer or a continuous bar not less than 5/16" thick with standard holes shall be provided only when shown on the design drawing. These washers or bars shall have size sufficient to completely cover the slot after installation. d. Bolt heads and nuts resting against the metal or washer with l a slope of 1-in-20 or less shall be considered acceptable. e. Where bolts are v ed on surfaces having slopes greater than 1-in-20 with r. 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. Gaps between bolt heads and nuts and washers are subj ect to the provision of

d. above.

i i TUGCO INSTRUCTION i TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev.,9 Fage 6 of 73 O ) - cesai-JUL 281986 f. ASTM A-449 bolts may be substituted for A-325 bolts. 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 adj acent bolts shall not be considered as reuse. Upgrading of an A-307 bolt is acceptable. g. Structural bolting (A-449, A-307, A-325, etc.) used for supports and clamps shall be verified to exhibit no looseness when checked by hand, unless the CTH drawing specifically identifies the connection as a friction type connection (i.e., A325F) (Note: A friction clamp does not mean a friction type connection.) In the latter case previously accepted tensioning of the bolts is acceptable provided documentation is available and torque seal is intact. Tensioning of high strength structural bolts in friction type connections shall be accomplished via a special traveler. m h. The QC Inspector shall apply torque seal to all satisfactorily tightened nuts / bolts. 3.2.2.4 Verification of Bolt Holes, Edge Distance and Washer Plates for Pru iously Installed Structural Support Members A special Operation Traveler may be issued by Engineering to remove bolts and nuts as required to perform "as-built" of bolt hole size, edge distance, and washer plates for previously installed support members. 3.2.3 support Configuration verification The QC Inspector shall verify the completed support is in accordance with the work package drawing (s). This verification shall include the following attributes: a. Support member shape (i.e.; beams, channel, etc.), and size. For standard members (beams, channels, etc.) the size shall be denoted by the AISC member designation closest to matching the dimensions measured in the field (See Attachment 9). When member weight cannot be readily determined because dimensions fall between two sizes, the lower weight member shall be selected. b. Verification of dimensions shown on the work package drawing (s) (member length, work points, etc.). w

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TUGC0 INSTRUCTION AS UTILITIES GENERATING CO. p QI-QP-11.10-2A, Rev. 9 Page 7 of 73 - CPSES - JUL 281986 c. When the CTH drawing states " verify presence" for a component, it shall be understood that no dimensional l verification is required and only its existence shall be verified. All dimensions shall have field measurement tolerances as follows unless otherwise shown on the work package drawing (s): 1. Tolerances for support configuration dimensions except clamps: A) 2 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) 21h" for dimension greater than 10'0". D) Modified structural shapes, notches on plates, etc; 2 1/8". 'O E) Work point 21". kb F) Transverse location when shown on the dtawing 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 2 " except for clamps members. End of members is defined as the edge at either end of the length of the member. For base plates, end members is defined as either end of the length or vidth of the member. For clamp members, the l end distance has a tolerance of 2 1/8". 3. The gage distance tolerance measured from the centerline of the bolt / hole to the heel of the angle is 2 1/4" except for angles employed in clamps, where the gage has a tolerance of 2 1/8"; for all other i shapes, the tolerance is 2 1/8". 4. The center to center dimension of bolt / hole shall have l a 21/8" tolerance. 5. Within the cable tray hanger system, a 1" tolerance is permissible in locating: - Hilti/ Richmond to Hilti/ Richmond on the same attachment. '[ - Hilti/ Richmond to Hilti/ Richmond between different attachments when a dimension is given on the drawing. l

TUGC0 INSTRUCTION AS UTILITIES GENERATING CO. g>- .QI-QP-11.10-2A, Rev. 9 Page 8 of 73 - CPSEE - JUL 201986 6. Tolerance for dimension between welded steel attachments on embedded plates is i 1" when the dimension is shown on the drawing. 7. Tolerance for projection of expansion anchors shall be +3/8" with a minimum of flush with top of nut. 8. Nominal thickness of members and/or plates shall have a tolerance of 11/32". NOTE 1: Location, elevation, plumbness, levelness, and span will be verified by Field Engineering (surveyors). NOTE 2: On travelers (Attachment 2) where Operation 6C has not been signed by QC for " spans". Operation 6C requirements shall be moved from Operation 6 (a QC verification) to Operation 1 (a field engineering verification) as t-n ) follows: 1) line out Operation 6C, initial and date 2) Add " Span verification" to Operation 1, initial and date. If operation I has been signed it shall be reopened per Paragraph 3.3.1 This note giver generic QE authorization required by CP-CPM-6.3 for PFG, craft, i or QC/QE to make this traveler change. NOTE 3: " Angles given on drawings in degrees, except those used for fit-up verification (i.e., 30*) are not to be verified." [ l l NOTE 4: Attributes of " ghosted" items connected to support members are not to be inspected or verified. Attachments connected to cable tray hangers are to be inspected for compliance to CTH drawing dimensions. The support member is to be inspected for possible base metal damage 3.2.4 Verification of Supporting Member for Bearing Verificat. ion of base members for bearing shall be accomplished per Reference 1-E and shall not be within the scope of this procedure. l

TUCCO INSTRUCTION UTILITIES ' GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 9 of 73 - CPSEE - JUL 281986 When shims are installed under the supporting member to meet bearing requirements, the shim and tack weld are to be considered "NNS". This also applies to tack welds used to attach cap plates to closed sections. These shims and tack welds are not required to be shown on the work package drawing. 3.2.5 Welding Inspection i 3.2.5.1 Inspection Requirements Inspection of welds, including painted welds, on cable tray supports and associated components shall be inspected in accordance with criterias denoted in Reference 1-F and the work package drawing (s). The inspection shall be documented by signing the applicable step (s) of Attachment 1 or 2. If the inspection is unsatisfactory, list the IR number (s) at the applicable step of the traveler. _p Fit-up inspection of welds may be accepted provided existing bg documentation demonstrates that fit-up was previously accepted by QC.* If fit-up can not be verified through existing documentation, an NCR shall be initiated per Reference 1-J. Inaccessible welds may be accepted provided existing documentation demonstrates that veld configuration / profile, including fit-up when required, was previously accepted by QC. If weld configuration / profile can not be verified through existing documentation, an NCR shall be initiated per Reference 1-J. When welding is designated as "NNS" (i.e., Non-Nuclear Safety) it shall not be inspected except for base metal damage. If base l metal damage (including undercut) exists, it shall be inspected i and reported per Reference 1-G. 3.2.5.2 Welding on Ends of Structural Shapes The welds ar the ends (or corners) of angles, channels and wide flanges whe re an all-around fillet veld has been detailed on the individual support drawing are optional and non-safety related. 3.2.6 Repair of Misdrilled Holes The QC Inspector shall use the following criteria to assess the I need for repair of misdrilled holes: C 3.2.6.1 Cable Tray Supports l a. All unused holes greater than 3/4 inch diameter shall be repaired.

TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g>- Ql-QP-11.10-2A, Rav. 9 Page 10 of 73 s c - CPSg8 - JUL 231986 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 5 for typical examples of acceptable and rejectable bolt / hole configurations). l In summary, when a used hole and an unused hole are in the same cross-sectional plane, the unused hole shall be repair-ed. Conversely, when two (2) unused holes are in the same cross-sectional

plane, one must be repaired.

These configurations shall be identified in accordance with Reference 1-G. A cross-section is a section normal to the longitudinal axis of the member. 3.2.6.2 Cable Tray l a. Each cable tray siderail shall be evaluated independently. u See Attachment 5 for typical examples of. acceptable and g;;f rejectable bolt hole configura tion. These configurations shall be identified in accordance with Reference 1-G. NOTE: If cable tray clamp installation results in holes in the cable tray that violate the requirements of, they shall be identified in the same [ manner as outlined above. b. Repair of misdrilled holes shall be inspected using the acceptance criteria of Reference 1-F. 3.2.7 Cable Tray Clamps and Components t l 3.2.7.1 Welded Components l Inspection of welds, including painted welds, on splice plates, transverse cla=ps, heavy duty plates / clips and miscellaneous I cable tray components shall be inspected in accordance with criterias denoted in Reference 1-F and the work package drawings and/or in accordance with 3.2.7.3. The inspection shall be documented by signing the applicable step (s) of Attachment 1 or 2. If the inspection is unsatisfactory, list the IR number (s) at the applicable step of the traveler. Fit-up inspection of welds may be accepted provided existing O documentation demonstrates that fit-up was previously accepted by QC. If fit-up can not be verified threugh existing documentation, an NCR shall be initiated per Reference 1-J.

TUGC0 INSTRUCTION T UTILITIES GENERATING CO. d>. 4I-qP-11.10-2A, Rev. 9 Fage 11 of 73 - CPSE8 - JUL 281986 An NCR will not be required if the fit-up preparation on full and partial penetration welds 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. However, if lack of penetration is evident, it shall be documented on an NCR as outlined above.
i Inaccessible welds may be accepted provided existing documentation demonstrates that veld configuration / profile, including fit-up when required, was previously accepted by QC.

If weld configuration / profile can not be verified through existing documentation, an NCR shall be initiated per Reference 1-J. When welding is designated as "NNS" (i.e., Non-Nuclear Safety) it shall not be inspected except for base metal damage. If base metal damage (including undercut) exists, it shall be inspected and reported per Reference 1-G. NOTE: In the event that these items are site fabricated, they shall be inspected for compliance with above requirements and documented as required. Fabricated pieces may be stamped with an E number and require acceptance by the QC Inspector on an IR or Traveler. An E number log is kept in the shop by the craft. 3.2.7.2 Bolted Clamps Bolted clamps shall be verified as follows: a. Clamps, as shown on the work packaFe drawing (s), shall be verified in accordance with 3.2.7.3. l b. Bolting is installed in accordance with the applicable steps of Paragraph 3.2.2 and the work package drawing (s). c. Verification of clamp / tray hole diameter for bolting the tray to the clar.ip and clamp / support member hole diameter for bolcing the clamp to the support is not required unless the work package contains a Construction Operation Traveler f or " Bolt Hole Verification". Inspection will be documented on the above stated Operation Traveler. 3.2.7.3 Clamp Installation Criteria Inspection criteria for clamp installation shall be as outlined below. NOTE 1: shall be used for inspection orientation. l

~_ - - TUGC0 INSTRUCTION .TEXA8 UTILITIES GENERATING CO. g>- Ql-QF-11.10-2A, Rev. 9 "5-Page 12 of 73 - CPsts - JUL 281986 NOTE 2: For cable tray clamps attached to the structural steel framework in the Cable Spread Room, all dimensions / attributes shown on the work package drawing (s) shall be verified. a. Clamp Confisuration Clamp configuration shall be verified to be as shown on the work package drawing (s); (example: angle /pla,te size, etc.). b. Welding and Bolting Configuration Welding and bolting configuration shall be verified to be as shown on the work package drawing (s); (example: weld symbol, bolt type, quantity of bolts, etc.). c. Dimensions Only the dimensions required by Attachment 6 and 6A shall be verified by QC. wr ~ d. Caps Clamp installation gaps shall be inspected to verify that they meet requirements of Attachment 6 and 6A. e. Tolerances Clamps shall be inspected with tolerances given on the CTH drawing, Attachments 6/6A and paragraph 3.2.3.c.

However, if conflicting tolerances are given for the same dimension, the tolerance on the CTH drawing shall be used.

NOTE: When Attachment 6 or 6A states " verify presence" for a component, it shall be understood that no l dimensional verification is required and only its i existence should be verified. i 3.2.8 Field Fabricated Clamps l The inspector shall verify that field fabricated clamps meet dimensional requirements as shown on Attachment 6. NOTE: For cable tray clamps attached to the structural steel framework in the Cable Spread Room, all dimension / O attributes for field fabricated clamps shown on the work package drawing (s) shall be verified.

TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 - 3 Page 13 of 73 / - CPsEs - JUL 201986 The only type clamps that are both vendor supplied and field fabricated are types A and C (CTC-23 and CTC-24 for structural steel framework). Type A & C (CTC-23 and CTC-24 for structural steel framework) clamps which are not hot dip galvanized are field fabricated. 3.2.9 Legend for the Individual Support Drawings The following symbols will be used: Indicates minimum dimension to be the specified weld size + 1/8". If no weld symbol is present, it signifies a minimum dimension of 1/8". FWP/WP - Field Work Point / Work Point L,L - Tray span to next hanger g 2 IA - Inaccessible B - Bevel Washer F - Standard Flat Washer HS - High Strength IP - In Place BTWN - Between I l SH or HSKB - Hilti Super Kvik Bolt H or HKB - Hilti Kwik Bolt R - Richmond / Screw Anchor l 3.3 REWORK 3.3.1 Rework on Operation Traveler i If rework is required on a hanger for which QC/QE review of the l traveler has not been completed, hold point (s) may be I re-established for signed off operations per Reference 1-B. I 3.3.2 Rework Traveler ,--w----.w a- --r-v r w-e-w--v

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TUGC0 INSTRUCTION ~ UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 14 of 73 - CPSEE - JUL 231986 l Once the QC/QE review of the traveler on Attachment 1 or is signed off, a rework traveler will be required for additional work. Any deviations will require QE approval. 3.4 ITEMS INACCESSIBLE FOR INSPECTION OTHER THAN WELDING Items that are inaccessible for inspection may be accepted provided existing documentation demonstrates that all inspection attributes was previously accepted by QC. If verification can not be accomplished through existing documentation, an NCR shall be initiated per Reference 1-J. 3.5 INSPECTION OF COMPLETED INSTALLATIONS FOR SEPARATION / SPACING Inspections of completed installation for separation / spacing requirements from safety related items will be in accordance with Reference 1-H. 3.6 DOCUMENTATIQN The QC Inspector shall document the inspection of cable tray support and clamps on the Operations Travelers (Attachment I or ). The hanger number should be identified as "CTH-xxx" or "2-xxx" on the traveler. However, the field identification ntamp is acceptable with the "xxx" number only. is to be used only to document unsatisfactory conditions as identified on the IR. Inspection Reports shall be processed in accordance with Refer-ence 1-I. Operation Travelers shall be processed in accordance with Reference 1-B. NOTE: Refer to Reference 1-I for alternate methods of closing previously open unsatisfactory Inspection Reports. Revisions used for inspection will be noted on the Operaticn Traveler (inc.'.uding inspection procedures, instructions, and drawings). Upon completion, all documentation shall be returned by Craft to the PFG. 3.7 NONCONFORMANCES J Nr,nconformances shell be documented in accordance with Reference I-J.

TUGCO INSTRUCTION AS UTILITIES GENERATING CO. P-QI-QP-11.10-2A, Rev.' 9 Fage 15 of 73 - CPSES - JUL 231986 ATTACHMENT 1 i CONSTR'XT!O': OPERAT:0N *RAVELEE !!-1195 giRAVE.!Rnc. g E3ug'ai.'80. y4JNi} MO. QQUj JITY kygggggr @ACTIVITYDESCRIPTIOh EFEREKE CRA W cw and CLAMP INSTALLATI0 SEE RELOW hEk-hk$6k Cv-10s I PREPARED BY DATE DE?T. Frc UNIT #2 i REVIEWE" BY DATE ANI REY:E'** MTE hMMYdC ( Al" 07.20 CE*T. OPERATICm BANCER DESCRIPTION 1 CRAM A. DRAWINCS ENCR j ".q 3. DETAIL: 2 ENCR CARM TRAT SUFFORT IAATION. EIDATION. AIQ IDENTITICATION FER CABM TRAY HANCER FSE-00159 OR AS-BUILT DRAWINC. t I 3 CRA)"' VERITT THAT THE BANCER IS STAMPED VIIM THE SAME ID NUM3ER AS QC(T: SHOW ON THE TRAVELER AND THE FSE-00159 OR AS-BUILT DRAVINC. I UNSATISTACTORT CDNDITIONS LISTEL ON IEf 4 CRAr! SUPPORT BOLTING (SEE NOTE 5 FACE 5) CC(V) A. STRUCURAL BOLT INSTALIATION PER DRAVINC. QC VERITT PER l 1 1 QI-QP-11.10-2A; REY. l i!3. NLM3EP 2. SIZE AND TYPr I 3. SNUC-TICHT 3.

BOLT TENSIONID I

I

(SEE NCTII 7 FACE 5)

METE NLT3ER C VAL'

l.. CACE DIMENSIONS PER DESIGN DRAWING B.

HILTI BOLTS INSTALLED PEP DRAWINC/CEI-20. XIV. 1. NtHEER 2. SIZE AND LENCW SUPER EVIE RECLL Ut INSFECTION AS SHOW ON III Oh i l l 1

TUGC0 INSTRUCTION TE UTILITIES GENERATING CO. g>- QI.-QP-11.10-2A, Rev. 9 Page 16 of 73 - CPSEE - JUL 231986 ATTACHMENT I (Cont) CONSTRUCTION OPERATION TRAVELER CC*T!MJATION l TRAVELER NO. jACTIVITYDESCP.!PT!nh l 1 CTN and CING' INSTALIATIC'* toggr2 nr 'PREPAP.E3 BY DATE IREVIEWE3 BY DA.c I. fANIREVIEW OATE I oA/oc i ..... loc,r l.,curr. I emni m m l C. RIC1910ND DSERT BOLT INSTAI.IAn0N PER DEAWING/CCP-22 I l

4 l(CONT)QC(V]

REV. , VERITY PER QI-QP-11.2-1, REY. l j i 4 1. NIMBER 2. SIZE AND LDCIE l l l l 1 3. SNUG nCuT ? DSPECTION AS SHOWN ON IRf l j S. CRATT SUPPORT WELD DG I f% QC(V) A. TIT-UP DSPECTION FOR PARTIAI. PENETRATION, W LL PENE- ; f 8 (w) l TRATION PER QI-QP-11.21-1, 'ev._ AT: 1. RANGER MIMBERS UNSAUSTACTORY CONDITIONS LISTC ON IRf j B. FINAL VISUAL DSPECTION PER QI-QP-11.21-1, REV. l l AT i 1. HANCD MD'BERS i UNSATISTACTORY CONDITION LISTED ON IRf j C. WEIIING CT MISDRILLED HOLES / UNUSED BCLES VERITIED PER QI-QP-16.0-5, RIV. _ AND QI-QP-11.21-1. Rev. 1. IDCATION (QC VERITY PRIOR TO VELDINC) IRf 2. FINAL VISUAL INSPICTIO:;

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TYPICAi. 2 CONTICURATION VER! TIED PER QI-QP-11.10-2A, RET. _ AND DRA'.".NC AS TCLLO'.'S : I A. MEMBERS SIZE AND SEAPE 3. MDtBER IDCATION(SUPPORT MDGER DIMPs JNS INCLUDINC I f f WORK POINTS). C. COPING - ALL RE-ENTRANT CORNERS SHALL RE SHAPED, NOTCH TREE, TO A RADIUS OT AT LEAST 1/2 INCE. ( UNSAUSFACICRT CONDITION LISTED ON IRf 1 l l t i I l

TUCCO INSTRUCTION AS U.TILITIES GENERATING CO.' g>- QI-QP-11.10-2A, Rev. 9 Page 17 of 73 ~ JUL 231986 ATTACHMENT 1 (Cont) CONSTRUCTION OPERATION TRAVELER CDTi!NUATION l TRAVELER no. ACTIVITY DESCRIPTION l l CTM and CIRO' TNSTALLATION lasci 1 ar PRE'ARE ? DATE

REVIE4E: 3Y CATE
ANI REVIE'd DATE l

evoc i l oe.no co? octuttui cons a; es. m: - i l i j a l i l7 QC(V) SUPPORT BEARING AGAINST CONCIITE SURPACES PER DRAWING AND I 8 QI-QP-11.0-15. EIT. i l l UNSATISPACTORY CONDITION LISTED ON IRf i j t 9 i i

8 CRATT SPLICI PLATES / HEAVY DtnT PIATES/ HEAVY DUTY CLIPS TRANSVERSE e p(V)l CLTPS ATTACHKENT TO SUPP0tT l

A. INDICATE NIMBER, TYPE AND HEANS OF ATTACHMENT TO SUPPORT ( EEAVT DUTT TRANSVERSE SPLICE PMTE OTEER WEIDED WEIDED WELDi.D WEIDE5 l BOLTED BCLTED BOLTED [80LTED l E. ITIMS LISTED ABOVE COMPLY DIMENSIONALLT WITE DRAWING / QI-qP-11.10-2A, REY. QC(V) C. POR ATTA 3 MENT IT WELDING, QC VERI 7T: 1. MT-UP INSPECTION POR PARTIAL PEhTTRATION AND PJLL { PDTTRATION PER QI-QP-11.21-1, REY. l f 2. FINAL VISUAL INSPECTION PER QI-QP-11.21-1, RET. D. bTJINC OF MISDRILLED ROLES /1W; SED HOLES VERIPIED PER QI-QP-16.0-5, REV. _ AND QI-QP-11.21-1, REY. _. 1. LOCATIC': (OC VEEITT PRIOR TO br DINC) IK8 2. H NAL VIStAL INSPECTION. l l E. FOR AITACHMIXT BY SOLTING, QC VERIFY PER 01-QP-11.10-2A REY. l 1. N';MIER OF BOLTS SI:E AN: n~PE 3. SNuC-TICHT I t l e MME e j I IGTE NUMBER f f CAL DcE DATE B B u 5 kF15m ToaQcE vAteE O v 1 1 1

TUGCO INSTRUCTION P 9I-Q#~II*I T AS UTILITIES GENERATIN,G CO. y,,,is og 73 JUL 281986 ATTACHMENT 1 (Cont) l CONSTRUCTION OPERATION TRAVELER CONTIPUATICN TRAVELER NO. ACTIVITY DESCRIPTION CTR and CI. AMP INSTALLATION PAcr4 nr __ PREPARED BY CATE REVIEWED BY DATE l IANI REVIEW 3 ATE l or.ac oter ortutto cons a Enc Amt l l 8 CRAFT 4 GACE DDENSIONS PER DRAWING [ CONT. QC(V) 9 SPLICE FIATES/BIA71 Dt/IT FIATES/ HEAVY DL7T CLIPS / TRANSVERSE QC(V) CLIP ATTACHMENT To TRAT. ENDICATE NL'MBER, TYPE AND MEANS OF ; ATTACHMENT. l I HEAVT DLTT TRANSVERSE SPLICE FLATE OTHERI I BOLTED BOLTED BOLTED L. x 1. VERITT BOLTINC FER QI-QP-11.10-2A, REY. _ SOLT TNSTALIATION TO BE SNUC-TICHT. 2. GACE DIMENSIONS PER DRAWING 10 CRAM VERI!T CONFLETION OF All OPERATIONS, ND REVIEV TRAVELER l QC(V) AND ATTACHMENT INCLL* DING VDC.. g I i l l 6 j i I. i TYPKAi. i i re 3

TUGC0 INSTRUCTION P 'QI-QP-11.10-2A', Rev. 9 [~)^*AS UTILITIES GENERATING CO. Page 19 of 73 ( - CPSES - JUL 231986 ATTACIDENT 1 (Cont) i CONSTRUCTION OPERATION TRAVELER COMTINUATION l ITRAVELER 880. lACTIVITYDESCRIPTION l 1 CTH and CLAMP INSTALIATION foaq-5 nr PREDARE: ZY JAT- 'REVIEWE; SY OAIE 'ANI REVIEW CATE l I coasni tar.. l aar I succ

op.no ste?

ortutros i wrES: i i I 1. SEQUENCE OT OPERTAIONS MAY VARY AS REQUIRED AS IDNC AS ! ? 30 BOLD POINTS ARE VIOLATED. I 2. All OPERATIONS THAT ARE NOT APPLICABLE SHALL BE N/A'ED t BY CRAIT AND IHE QC DSPECTOR. FROVIDED BOLD PCINTS ARE l 307 VIDIATED. I i 4 3. EF AT TIME OT INSPECTION THE OPERATION IS COMPLETE. QC l SRALL SICN THE FACE OF THE TRAVELER. COWEVER. IT l ,d ICLTIPLE OR PARTIAL DSPECTIONS ARE REQUIRID. DEICRIBE l l l EACR INSPECTION ON ATTAGED SAVC OR VIDC. THE IAST QC g DSPECTOR PERNRMING THE DSPECTION SHALL SIGN THE FACE ! 0F EACH TRAVII.ER WHDI THE OPERATION IS TIMALLY COMPLETE-i 4 SICNATURES D THE CONSTRUCTION COLIMN IDENTITY THE ATTRIB"TE 15 READY TOR QC INSPECTION UNLESS O'IEERVISE NOTED ON THE OTERATION. 5. FOR OP. NO. 4 COVERING CASES SUCH AS BEAM TO BEAM l CONNECTIONS OR SEAM TO COLT.Mi CONNECTIONS. THE INTERIOR' BEAM TRAVELER OR TRAVELER FOR BEAM ATTACHING TO COLUMN SHALL BE USED TO VERIT THI BOLTING UNLESS NOTED + OTHERVISE. THE TRAVELER FOR THE EXTERIOR BEAM (S) AND l l CCLUMN(S) SHALL CROSS RITERI':CE TRAT TRA'JLER(S) VHICu BOLTINC WAS CEEC12D ON BT PLACINC A5

KCC TO THE NA i

IN THE CONSTRUCTION COILT; AND LISTING THE TRAVELER NDtBER UNDER OP. NO. 4 6. THIS TRAVELER IS CINERIC. 7. REUSE OF A-325 AND A-449 BOLTS IN STRUCTURAL CON:.TCTIONS IS SUMECT TO PRIOR CIVIL ENCINEERING APPROVAL BY MEANS CF SIGNA %RE AND DATE ON OPERATION 4A. i 8 i i 3 i j TYPKAL i !O i l i i O _-.r

.TUCCO USTRUCTION UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 20 of 73 - CPSES - JUL 281986 ATTACHMENT 1 (Cont) TU TC S SC.: EDS-PK N Pac L y 8 . _. ~ -

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TUCCO USTRUCTION AS UTILITIES GENERATING CO. g>- ".QI-QP-11.10-2A, Rev. 9 Fage 21 of 73 - CPSEE - JUL 231986 ATTAC1 DENT I (Cont) TRAVtdM.30: ERS-85-CTH PAGE 7 er 8 l STsutTURAL 455!18'7 W9fFICATfDs CARD. I' ,,rer wsr w-te rer wrat/wir sc Oc vtatricATgoer i SMhe eo e. - =

== m. . au-i L 2.s M A%" \\ V l O

TUGC0 DSTRUCTION "AS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Fage 22 of 73 - " " ~ JUL 281986 ATTACliMENT 1 (Cont) FACE 8 of 8 WFSf UDC SERIAL so. ERS-86-CTH 10046 DRAL".*;~ NO. ~~ l l WEIa E' ILLER ttATII.IAL LOG WEI.D 310 N/A WELD WEIDER HEAT /ECTF AMT. Atc. ISSIIANCE AFFRCTAL so. m;g sI E/C:,As sT.Mact urs/ICNi os coDEf Tss. RT'D. l 1 I i i 1 l l 1 I I I I I I I 1 I i [ t l EO l l I i i i i l I i l i 14 8 l l l _s M i 1 _ mw I l-i JM X ' I I i i UD' I l l V, I I I 6 i l l l l I e i 1 i l l t i i j i t i l i I e a l 1 ( I i I i i l l l l l l l 6 I I i i I i i 8 i I i i i l l l 1 l l 1 i l i i I l t l t 1 1 i I I e i l i l l t 1 I l i I I i l 8 8 I I I I i j l l l 1 e i i l C) I l l l l l l .,y_.,

TUGC0 INSTRUCTION ""AS UTILITIES GENERA' ING CO. g>- QI-QP-ll.10-2A, Rev. 9 T Fage 24 of 73 - CPSE 8 - JUL 281986 ATTACHMENT 2 (Cont) CONSTRUCTION OPERATION TRAVILER CONTINUATION TRAVELEA RO. gg5_g g ACTIVITYDESCRIPgM lPREPAREDBY DATE ingyggygg gy Refer to Trv. ERS-85-CTH-9839 DATE 5-31-85 SANI REVIEW N/A gg7p g/A entoc w.m otri ersatto casTit os. amt 5 Crafi SUFFORT WEIDUC QC(V) A. TIT-UP INSFECIION FOR FARTIAL FINETRATION. FULL PENETRATION. FER QI-QP-11.21-1; REY. 1. BANGER TO EMBID 2. BANCER MDGERS l UNSATISTACTORT CONDITIONS LISTED ON IRf 5. TINAL VISUAL INSFECTION PER QI-QF-11.21-1; REY. ) 1. EANCER TO EMBED I 2. EANGER MEMBERS UNSATISTACTORT CONDITIONS LISTED ON IRf C. VEIDUC OF MISDRILLED BOLES /UKUSED BOLES VERITID PER QI-QF-16.0-5. REv. AND QI 4 -11.21-1; REv. 1. IhCATION (QC VERITI PRIOR TO VEIDINC). IRJ 2. TINAL VISUAL DSPECI1ON 6 Crafr SUPPORT DSTAL*ATION l I QC(T) l CCNTICURATION VERITIED PEF. C' '7-1;.10-Ia; PIV. AC f CTH DRAVINC AS TOLUNS: i A. MIMBER SIZE. SHAPE AND MATERIAL REQUIRDC;T. l f l f B. MIM3IR LOCATION ($"PPORT !C'3ERS DDC:SIONS INCLUDINC BOLT LOCA!!ONS; C. SPANS i i i I UNSATISTACTORY CONDITIONS LISTED Of; IRf i f l TYPKAL l O I i i l

TDGCO INSTRUCTION ZEXAS U g>. QI-qP-11.10-2A, Rey, 9 g 'TILITIES GENERATING CO. Fase 25 of 73 CPsEs - JUL 281986 s ATTACHMENT 2 (Cont) Con 5TRUCTION OPERATION TRAVELER CDNTINUATION TRAYLLER 880. gas.g g ACTIVITY DESCRIPTION Crs and CIamp InstaIIation pace 3ne 8 ,FREPARED BY CATE fREVIEVE38Y Refer to Trv. ERS-85-crH-9839 DATE 5-31-85 AAI REVIEV N/A DATE N/A w oc er.se otn opentre consta os. as 7 QC(V; SUPP0tI SEARING ACAINST CONCRITE SURTACES PER CTH DRAllING AND QI-QP-11.0-15; REV, UNSATISTACTORT CONDITION LISTED ON IRf 8 traft+ SPLICE PIATES/HEAVT DUTT PLATES /HEAVT DUTT CLIPS /11LICTION QC(V CLIPS ATTACEMDT TO SUPPORT. Y A. mm Nun >ER, Canccuna POSm=, ORumTIm 5 RELATIVE TO THE support MEMBER AND CORRIC* TTPE (LONCIIITDINAL/ TRANSVERSE) CIAMPS PER INDIVIDUAL SUPPORT DRANING HAVE BEEN USED, INCLUDING BOLT BOLE SIZE IF APPLICABLE. I B. FOR ATTACEMENT BT WELDING, QC VERIIY: 1. TIT-UP INSPECTION FOR PARTIAL PDTTRATION AND ITLL j l PDTTRATION PER QI-QP-11.21-1; REV. 2. FINAL VISUAL INSPECIION PER QI-OP-11.21-1; REV. _. l I 3. CNSATISTACTORY CONDITION LISTED ON IRf C. REPAIR OF MISDRILLED HOLES / UNUSED HOLES VERITIED PER QI-0?-16.0-5, REV. AND QI-QP-11.21 1, REV. l 1. LOCATION (QC VERITY PRIOR TO VELDINC) f i IRf j 2. FINAL VISUAL INSPI CION i D. FCK A~ TAC 107.NT ET BOLIING, QC VERITY PER QI-QP-11.10-M. f REV. BOLTS ARE TIGHT DTD: l 1. SNUC TICHT g 2. TORQUE M&TI HLHBER CAL DUI DATE TORQUE VALUE i l

TUGC0 INSTRUCTION p QI-QP-11.10-2A, Rev. 9 WAS UTILITIES GENERATING CO. Page 26 of 73 - CPSES - JUL 281986 ATTACIDENT 2 (Cont) CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER MO. ERS-8 m ACTIVITY DESCRIPTION CII and CImmp InstaIIstion. pant a r 8 n PREPARED BY DATE lR[ VIEWED B7 Ref er te Trv. ERS-85-CTH-983* DATE 5-31-85 lANI REVIEW N'A DATE N/A osi op.se otrr orczarrca corrrt as 9 Crafi SPLICE FIATES/ HEAVY DUTY FIATES/ HEAVY DCTY CLIPS QC(V ATTACHMENT TO TRAY. A. VERIIT SOLT BOIZ SIZE B. VERITY BOLTING PER QI-QP-11.lO-1A; RIT. BOLT T U SIONIN: TO BE SNUC TICE*. 10 Craf1 VERITY CCMPLETION OF ALL OPERATIONS, AND REVIEW TRAVELER 2C(V) AD ATIACEMENT INCLUDING VDC.. .(j LISTING OF RETERDCE INSTALIATION DOCMENT (HISTORICAL). USED FOR ACCEPTANCE OF IMACCESSIBLE ITEMS ARE APPLICABLE. g i l i l l 1 I i i \\ g s ) j l

TUGCQ. INSTRUCTION UTILITIES GENERATING CO. g>. QI-QP-11.10-2A, Rev. 9 Page 27 of 73 - CPSES - JUL 281986 ATTACIDENT 2 (Cont) CONSTRUCTION OPERATION TRAVELER CONTINUATION f7IVITY DESCRIPTIDh and Clamp Installation TRAVELER mO. E154W paq Snr 8 i PREPARED BY DATF IREVIEWED g/eier to Trv. ERS-85-CTH-9839 OATg 5-31-85

ANI REVIEg N/A QATE 5/A op.ac otr7 erDArrou torsTE gw, aar 30TES:

1. SEQUENCE OF OPERATIONS MAT VARY AS REQUIRED AS IDIC AS 30 BOID POINTS ARE VIDIATED. , 2. ALL OPERATIONS THAT ARI NOT APPLICABLE SHALL BE N/A'ED BY CRAFT AND THE QC INSPECTOR, PROVIDED HOLD POINTS ARE NOT VIDIATED. ^ 3. IF AT TINE OF INSPECTION THE OPERATION IS CG(PLETE, QC g SHALL SIGN THE FACE OF THE TRAVELER, ROW 10. IT b MULTIPLE OR PARTIAL INSPECTION ARE REQUIRC, DESCRIBE EACH INSPECTION ON ATTACHED SAVC AND WIDC. THE IAST QC INSPECTOR PRETORMINC THI INSPECTION SHALL SIGN THE FACE OF EACH TRAVELER WEN THE OPERATION IF FINALLT COMPLETE. 4 AN ASTERIK (*) ADJACENT TO THE SICNATURE IN THE CONS'R. COLDC: REPRISENTS THE ATTRIBUTE WAS "AS-BUILT" AND WOFK PREPORMED IS AS DOCUMENTED ON HISTORICAL DOCUMEh'!ATION AND THAT CRAFT RAS ONLT VERIFIED /RITT.IFIC [ A DOUBLE ASTERIK (**) ADJACENT TO THE SIGNATURE IN TEE l CONSTR./QA/QC/ ENC. COLDri INDICATES THE ITEM (5) IS (ARE) INACCESSABLE. RIFER TO THE SECTION FOLLOWII;C l STEF 10 FOR LISTI! C OF HISTORICAL DCUC"Ehi! USE! FCT I ACCEPTANCE OF THI INACCISSAELE ITDI (5). (ENTRIES TO BE ; MADE BY CRATT WEN APPLICABLE AND VERIFIED BT QE/OC). l 6 l t ' 5. SICKATURIS IN THE CONSTR. COLIXi FOR CASES OTHER THA': THOSE IN NOTE 4 (e.g., SUBSEOLT;C BOLT TENSIONINC. WEL !!!C. etc.) IDE!!*I" THI AURIBU~E AS RI.ADY TCF. OC INSPECTION UNLESS OTHERWISE NOT C. l i l 6. THIS TRAVEI.ER IS CENERIC. Per CPM-6.3, THIS TRAVETJJ i + l REPRISENTS WORK OF A REPETITIOCS NATLTE. AND SUBS JUC T l REVIEV FOR EACH TRAVELER BT QE IS WAIVED. l / l l l l k

TUGC0 INSTRUCTION AS UTILITIES GENERATING CO. g>- q1-QP-11e10-2A, Rev. 9 Fage 28 of 73 - CPSES - JUL 281986 ATIACHMENT 3 CDMANCMI P!At STIAM ELECTRIC STATIDM INSPECTION REPORT 7" l e, 2 i in. otscaio r son

,tatie. cat se so.

sesitaisieucTuat otsi&naise CAB 1.E TRAY St'PPORTS AND CIRU'S 4 y sa g c. no. gat e Rif.o c. xc. a et, a casa && mo peasuas on rgst (ouir. ietni. no. V 6 Q1-CP-II.10-2A. Rev. gl e '=5 attaaa O ' = 5 1

Q se PtoC(ss O 'E81FICAf 3D O 'lesPIC?los O c'<5' on

' a^t T IR$8E C T IM _t a s PI C f !> last(Cfl htssa e a certerra, att aseticasit aft : satisractos, O insettrion c>ettfro. unsatisrac ost tra s usrte attou et sas'ttios sait set. so , i INSPECTION ATTRIBUTES

l i l,,,,

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,) This inspection report is to be used oniv to document l l l unsatisfactort conditions (list unsat conditions below l i l f] or on a continuation sheet (s)). l I l l ~ ) ! l 1. Support identificatter l l i l i l i l 2. Support bolting l I s 3. Su; port heldi., l l l 1 l l l i l I l l ! l I ' l 4 Su;;ert cor.fttaratie. verificetter l !l ~ i I I ! ,m, I i I ( ) I l 3 m l H2/02 4/86

TUGC0 INSTRUCTION AS UTILITIES GE'NERATING'CO. P QI-QP-ll.lO-2A, Rav. 9 Fage 29 of 73 - CPSE S - JUL 281986 ATTAC10ENT 3 (Cont) CMANCME PEAK STEM ELECTRIC STATION (sdPPLEMECAL ) Mff.2 _er_2.,,, rQa rutt ntADIncs, stt sacti 1 as. Itta g g 3 m bait SIERATst S. Tield fabricated clamps 6. Clear and miscellaneous component welding '3 7 Cla-c bolting ) .t 8. 018-* 1aatallation/ configuration l l i l .i s we. s tcs 1 u a ,,lI.R.CLest: O I . i s-s. \\ M2/02 4/8e

TUGC0 INSTRUCTION UTILITIES GENERATING CO. P. QI-QP-11.10-2A, Rev. 9 Fage 30 of 73 - CPSES - JUL 281986 ATTACHMENT 4 Z TM QMC ZDE CZDCd MA2t'IMC: CR 2755* .tCL 73 2 AID SC2fwS cannE ungxtuc: l :stc.ascariou l Mn TEron t. l l :2C C22nd I i :Cw C2 MiQiuM C22tcu :Titt. i ll ( !.L/ Q ASTM = a 201 Low C2440a :TEc'L g \\ uo Mage t c!not 2 i Low c2 wio] sum C:Recu :rdtL 1 3Al

C'#E S i MEntup c2 Rock :TEf t.,

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4 l g37y. ; ggg OTMCZAUCRIC : R?Q:1C - Tvn( ~* l.'wtGTu(BouG :7Cg L,', s*S!*a y l p GulucuE: auC TEMnHEC na 23 7M a :50 .0w 2LL Y :TitL. CRROE A2 CuluCHCa AAsn itMDCitC I

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C4BOL dC CutuCHCC 2A/C TEMACit L f,,,,..,, c c, l MihiuM lA9AOu ELL CY :?dLL. l ~- osvenc cn :uc re.mn 4LL ruptacic.w ~ip wi;T I s l TEt S TMf G ? MtssuM.aR %u ALLa s

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l ALLO Y :TE C L, l GZTM *2J 4 C 9n)*! SQ 4,utuCMCO auh r(w/*.:stC 1 '"oueu#N'aunrcMnesec CH Note: All bolts shown on this attachment except those marked p with an asterick (*), are considered "High Strength" L (HS) as shown on the CTH drawing for the purpose of this procedure.

TUGCO. INSTRUCTION UTILITIES GENERATING CO. g>- QI-QP-11.10-2A, Rev. 9 Page 31 of 73 - CPSES - JUL 281986 ATTACHMENT 4 (Cont) 5r2.5 cm A-44") A_ STANDARD xvwutAC106Ed5.1DEttMEfCATIOkl m,( wwtuc,- exuenr nce t w _oww i '@ ' M! @' ~ Hy W ~ ~ QH' Ht - w 13PE 3 MUT MARKED WITH'T N .AND JRPiEE ClACOMFEREWTtA1 t%PK5 g httn6 LAAT.BE WASHEA ( ALTEsJATE NOT 7At&D As IN (a.)_chocuBW c.HAMFEFEQ ASctN_(b) MAggitM "L "O""1y'ai"on" A-M O [ ( MANOFAtTOReES D - I L 1 LDEWTI Fk" AT.1CN v L SNMEbOL F-oA l ( J

1H"O MT.T I

- W3 &j Al (o ' lb) ' g m ggy gp. WheM reo A53 6 )_cA Dot 1BLE_ CHAMFERED M [ A52w2b) NOTE: Any nut marked other than above shall be considered A-307. O

TUGC0 INSTRUCTION 9AS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 32 of 73 - CPSES - JUL 281986 ATTACHMENT 5 l CABLE TRAY SUPPORT i ti l des % \\ f LetlNoWAL ..h.x's a /.rLahes t i M A ex=ss-h? ' Al P M E I

tMAL lo iTuo%

SAMd_E STRdCTIJRAL SAPE FO)(cawetusercenAnets,3 SEcilCL A-A ANaLE. rce AWY sHArt. / it EEJECT* ACCEPT ** L i i Wazoe et.-- } ha ? l I fi i f i i v l l Lndysc -I J .f -f s'4EETNANC h I 1 l ? I l N"W oc f / j I' p cur.. / f m -2, i 'I i Holes or Bolts are in same cross-sectional plane.

- Holes or bolts are not in same cross-sectional plane must also meet distance criteria (greater than 2") and hole size criteria (less than or equal to 3/4" diameter).

~_- TUGCO DISTRUCTION TAS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 33 of 73 - CPSES - JUL 201986 ATTACHMENT 5 (Cont) CABLE TRAY The following criteria shall apply to holes in the cable tray stringers in the vicinity of the clamps. Rapairing of holes in cable tray stringers is required if: ~ ,(k) sMinimum distance between edges of holes Z/16*. ) o ._ h

MIN.

o 7'% [ l 5 L _ _ _ ____ _ _ _ _ _ ___ _ _ _ (2) One or more existing (unused) hole (s) lie in the same c oss section with an oc:upied hele(s) (used) or existing hele (unused). F' ' _'_ _f_ f b__f 3 unused hole to

(f unused hole f

L unused hole be repaired - l to be repaired j to be repaired l. us'ed hole unused hole j unused hole - ' cross section\\ o ) I to be repairedS g (D) used hole 4 -4 b__lj l_ e usec ho.se _ g.j L. L. L. (3) Tr.a diace:er of existing (unused) hole is greater than 3/4'. i I f L' M.G. L I ll C I l I (1) The hole (used) is slotted. A sletted cable tray st-inger hole shall be defined as a hole witn a varying diameterif 11/16*. The hole may be redrilled as re:;uired. Existing (unused) slot ed holes with the maximum dimension less than 3/4" need not be repaired. pg m _ esmo _. m M """ W..t'd,Mti Ol A. i i d; i J

TUCCO INSTRUCTION 9AS UTILITIES GENERATING CO. g> QI-QP-11.10-2A, Rev. 9 Page 34 of 73 - CPSES - JUL 281986 ATTACHMENT 6 (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. specifies those clamp details and dimensions which are for inspection purposes. Dimensions which may not be given on the CTH vork package drawings, such as gaps or dimensioEs of plates used to reduce gaps, dimensions of field fabricated Burndy Husky clamps, etc. shall be as shown in Attachment 6.

Extra details or dimensions shown on CTH vork package drawings for the type of clamps shown in Attachment 6 are not for inspection. For "special" clamps not covered in Attachment 6, details and dimensions shall be as shown on the CTH work package drawing. Cap tolerances given in Attachment 6A override any clamp gap tolerances shown on the CTH drawings. For clamp types specified on the CTH drawing as other than type A, C, G and "special", they shaIIVinspliicW as a_ ~ two b3lt or multTholt clamp contiguration as applicibleg one bolt, n ((.vl 3. Tra; clamps shown in this attachment may be attached to a supporting tube steel, angle, plate, channel, section, walls or floors as applicable and as shown on CTH drawings. The structural support is shown schematically in this attachment. For its detailed orientation and configuration refer to the CTH drawings. If a plate (shin / filler / spacer, etc.) is welded to both the clamp member and the structural member, the plate is considered part of the structural support. In this case any welding, exclusive of welds specifically designated as NNS on the drawing, is considered structural and nuclear safety related. 4. Washer plates on one or two bolt clamp details of the connection to the tray of 24" and wider are required. (verify presence) washer plates may or may not be used on tray less than 24". Where A307 round head bolts with standard washers { are specified, the conventional symbol on the CTH drawing should not be construed to represent the location of the washer. The washer shall be installed under the nut. In addition, it is acceptable to install a washer under the bolt head. 5. If the irregular gap between the tray and the clamp exceed 3/16, washer pl-tes shall be provided. Ir case washer plates are used, the maximum irregular ;4p of 3/16 is to be measurea as a total gap between clamp and tray, less the thickness of the washer plate (s) (verify presence). 6. Clamps on both sides of the tray need not be identical. ~ 7. For clamp details this attachment specifies that the total clamp dimensions O' (i.e., height, width of length) and the dimensions from bolts / holes closest to each edge are to be inspected / verified. The dimensions shown on the CTh drawings may not, in all cases, be recorded in the same manner as shown in this attachment. In those instances QC shall determine that sufficient informatior. exists on the CTH drawing to permit verification of the dimensions required per, and shall verify said dimensions of Attachment 6.

. TUGC0 INSTRUCTION UTILITIES GENERATING CO. g> QI-QP-11.10-2A, Rev. 9 Page 35 of 73 - CPSEE - JUL 281986 ATTACHMENT 6 NOTES (Cont) NOTES: 8. The details shown on this attachment shall be used in conjunction with A. 9. To aid in recognizing specific requirements of different applications of plates used to reduce or eliminate gaps, attachments 6 and 6A employ consistent definition of shim plate, filler plate, and washer plate. Definitions: a) Shim plate - A plate which shims a gap between both the clamp and tray and the support or shims a Sap between the tray and the support member. '~'(g) b) Filler plate - A plate which fills a gap between the clamp and tA/ the support or shim plate. c) Washer plate - A plate which reduces the gap between the mating surfaces of the clamp and tray. Inspections are to be performed based upon the above definitions regardless what is called out on the drawings. Tolerance on dimen-sions of plates used to reduce gaps as shown on the CTH drawings are 11/8" on width and length and 11/32" on thickness. 10. It is acceptable in all cases to use shim or filler plates or washers to reduce / eliminate excessive gaps between clamp trays and support me=bers. Welds, if used, for those shim / filler plates or washers are h3 S. Filler and washer plates may be stacked, and may be used on top of shim plates. Shic plates may be stacked. Whether and how such plates are labeled on the CTH drawings is not an inspection item. Plates shown on the CTH drawing shall be inspected to verify the dimensions shown on ' w CTH drawings and to verify that the limitations apply, the QC inapector shall classify the plate into the Attachment 6 or 6A definition which most closely matches its configuration. For instance a plate which is shown on the CTH drawing to span both the clamp the the tray shall be classified as a shim, and the limits on tray / clamp overhang shall apply. ( 11. The leg dimensions of angles cut from a larger size and used as cable b tray clamps have a tolerance of 1/8".

TUGC0 INSTRUCTION AS UTILITIES 4ENERATING CO. ~ P QI-QP-11.10-2A, Rev. 9 Page 36 of 73 - CPSES - JUL 261986 ATTACHMENT 6 (Cont.) HOLE FOR l*pBOL11 / -ilt -o. 41 l 4 a LA JA PLAN I-i y

WIDTH OF THE TRAY LIP ( MIN) iE E

) y P. CLAW 1 CL AW 2 (-c. +k s C E A ~ E a TRAY SUPPDRT g [PEMBER s E i s f. .i _ l C_ l 1 (SEE CTH Ilt 2{l I {- h, DgggANgPORT u -- - v SECTION A-A DETAIL C MEtBERS) u. NOTE: CLAP DIPENSIONS SHOVN ARE To BE VERIFIED FOR FIELD FABRICATED CLA P S ONLY. CLArfS WHICH ARE NOT HOT DIP CALVANIZE0 ARE CONSIDERED FIELD IRREGULAR CAP F ABRIC ATED. ( SEE NOTE 2) - FRICTION BOTTOM FRICTION FR T ON TYPE CLAP OF TRAY-BOLT FOR T h TRAY CLAW -mmer-ii ( 5 E N TE Gl A ER ( TRAY [ TRAY ~ ~ h 8 SHIH }l I T CA* - ( 3E N E 5; I R

E U UL ""

iMAA> Ot-j.+j) Ccc or j t w.o SEE DETAIL C t NOTE 3. CAP ( SEE NOTE 21-NOTES: 1.F0h WASHER ORIL1TATION AND DETAILS ~E 5.FOR DIMENSIONS REFER TO CTH DWG. ATTACEMENT 6A. IF NOT SHOWN ON CTH DWG, USE

2. TOTAL CAP ( TOP & BOTTOK NOT 10 EXCEED j.

NOTE 12 0F ATIACIDIENT 6A.

3. IRRECULAR TOTAL CAP U + V 5 ] APPLICABLE 6.FOR DIMENSIONS REFER TO CTH DWG.

TO A AND A CLAPS OR A AND C CLATS. IF NOT SHOWN ON CTH DWG, USE

4. CLAW S I AND 2 NEED NOT BE IDENTICAL.

DETAIL A ON SH. 2. FILLERS >I MAY BE STACKED WITE HAX. THICK-U TYPE

A' CLAMP NESS OF EACll FILLER = ls IN.

E TRAN54Eg5j/FyIC, TION' - OVERALL THICKNESS NOT TO EXCEED 1" UNLESS OTHERVISE NOTED ON THE DRAWING. ~-

TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g QI-QP-11.10-2A, Rev. 9 ( Page 37 of 73 - CPSEE - JUL 281986 ATTACHMENT 6 (Cont.) IlMIN CUT IF REQUIRED TO CLEAR INTERFERENCES 1 [,f B0 T I ( TYP) ~N p b \\t%X FILLER (HOLE (HOLEj g THL,g SHIM I-SETWEEN TRAY & S P ORT { M L MIN) DETAIL A TRAY ( LENGTH & WIDTH TO SUIT) ~ b-fs(j / s Li ~fs g-g r0 SUIT TRAY CLAPP SUPPORT TRAY CL APP f PL AN \\ j Q %X FILLER (HOLE

/[

H LE THK:{ DETAIL A SUPPORT MEMBER TR SHIM E 1 IN. T H p', ' j ( :)) l ~ ~ FOR NOTES SEE SH. 3 0F 3. N01E 7) TRAY CAP SEE CLAMP

FOR BUS DUCT LENGTH OF WELD IS 1 INCH MIN NOTE 5 3

_ ~ S

- FOR BUS DUCI THE LENGTH OF ThE CIAMP HAY BE SU POP.T t

2-3/4(+,- ), THE WIDTH MY BE 3 (OR I.ARGER) (Xd.-{) O TO g ( k) AND THE THICKNESS AS INDICATED FOR q WELDED OR BOLTED TYPES. {'(EOLT TYPE ' C' CLAMP I N) ( TRANSVERSE /F RICTION) ( SH 1 CF 3)

TUGCO INSTRUCTION UTILITIES GENERATING CO. e QI-QP-11.10-2A, Rev. 9 Page 39 of 73 - CPSES - JUL 281986 ATTACHMENT 6 (Cont.) TRAY r> CLAPF To SUIT TRAY R y.... N i SHIN P_inrN SEE NOTE 1 FOR BOLTED TYPE ONLY / CUT FROM STANDARD 'k pt g TRANSViRSE TYPE CLArf' \\/ i % -- -i,.f,/ l/... TRAY PLAN NOTES: FOR NOTES SEE S11. 3 0F 3 TRAY TRAY CLatf - SUCDDR1 ?'l / s s / / O Tree c ctase euN ~ i rRA#JSi?.RSEgRICTION)

TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p QI-QF-11.10-2A, Rev. 9 ] Page 40 of 73 - CPSES - JUL 281986 ATTACHMENT 6 (Cont.) NOTES:

1. SHIM PLATES MAY BE FIELD FABRICATED AND PAINTED WITH GALVANOK PAINT.

2. WELDS FOR SHIM PLATE TO CTH PEMBERS ARE NDN-SAFETY REL ATED AND NEED ND1 BE INSPECTED.

s

3. FOR WASHER ORIENTATION & DETAILS SEE ATTAC10iENT 6A.

4. IRREGUL AR GAPS BETWEEN TRAY CLAN /5HIM PLATE AND SHIM PL ATE / STRUCTURAL PEMBER SHALL NDT EXCEED h IN. EACH.

5. TOTAL IRREGULAR CAP BETWEEN TRAY-CLAff TRAY-SHIM AND SHIM-SUPPDRf SHALL y

NOTEXCEEDlfN

6. FOR DIMENSION SEE CTH DRAWING. IF NOT UIVEN ON DRAWING, USE DETAIL "A",

SHEET 1 OF 3. FILLER PLATES MAY BE STACKED WITH A MAX. THICKNESS OF EACH FILLER =k,". ..,O OVERALL THICKNESS NOT TO EXCEED 1" UNLESS OTHERWISE NOTED ON THE DRAWING. g.

7. FOR DIMENSIONS SEE CTH DRAWING. IF NOT SHOWN, SEE NOTE 12 ON ATTACHMENT 6A.

l TYPE ' C' CL AMo O ( TRANCVERSE /T R ICTIONI ( 5H 3 0F 3)

~-,--e-

-,-,n.---,--,-,,e< n,-,- --n,-- --n--.-----e-,,-n.w- ,-m-, ---.m-

-.v,-,

,-----.e-.----

TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. g>- QI-QP-11.10-2A, Rev. 9 Page' '.,1 of 73 O(/ - CPSEE - JUL 281986 ATTACHMENT 6 (Cont.) CL Atf 1 CLAW 2 TRAY rA ~ R $ MIN X 13t1IN ( TYP) Ot -{ ) ,==! > = __s - I ( + UNL IMITED) (l [ >r 7 f3 TYP BOT OF TRAY FOR WELD I E .J /REFE.R TO CTH DWG 1 I SUPPORT ggp y ggp y GAP U CAP ( U + V) 5 l APPLICABLE TO G AND G CLAPS OR G AN; A, A CLAMPS. CLAWS 1 AND 2 NEED NOT EOCE Of BE IDENTICAL. EAT CAP t Z t W) S l ( TYP) ) CLAff ~ d SEE DET.A CLAW V f-PLAN / THIS DETAIL MAY BE USED WHERE TRAY BENDS, f IF REcu! RED, THE VERTICAL PLATE MY BE BE'47 TO F IT THE C'FVATU:E Cr TFD. TCt HORIIONTAL PLATE t%t ALSO EE CLT Tc I MTCH TRAY. y Y FOR

Y' DIMEtGION RErER TO CTH DVG.

9 ~ TOLERANCE ON 'Y" DIM.IS*j. IF Y' DIMEMSION IS NOT SHOWN ON THE CTH DETAIL A ovo.' clam sHALL Ar LEAst span AcRoss on l SE CONTAINED Bv 'dE SUFFORT EEER. TYPE ' G' CLAMP SHEEl 1 OF 2 l i -,,_.._--__r,___ ,_,yy_,.,____.,.-..--.,.-..-.._.__.-._-....__.,,r ,,-r_, _ _ _ _. - _. _ _ _.. _,,. -. _.

TUCCO INSTRUCTION QI-QP-11.10-2A, Rev. 9 AS UTILITIES GENERATING CO. p Fage 42 of 73 - CPSES - JUL 281986 ATTACHMENT 6 (Cont.) BUS DUCT OR [ f A-30T \\X RD HC BOLT ( TYP) E OF W/ WASHER ( SEE NOTE 41 x { MIN / I / . - i ( +4. -0) i _x_t l 4> n n em 0 + ). l -L g E \\ CAP u 4 v= .y l MAX ( TY.. Y X s o g' x L STRUCTURA!. rtMBER i s FOR WELDS REFER TO CTH Dht FRICTION / TRANSVERSE TYPE 'G' CL AMF DETAIL FOR BUS DUCT NsTES:

1. TOLERANCES FOR CIMENSIONS X, X1, XI ALT ANO Y IS : j.

FOR X, X 1, TOR X1 ALTl Atc Y, SEE CTH DVC. g rDR PL ATE SIIE SEE CTH CRAVING.

3. VERIFY EITHER XI OR X1 ALT AE INDICATED ON CTH DRAVING.

4,FOR NUSER OF BOLTS REFER TD CTH DW. PL ATE t%Y BE ATTACHED BY Ar:y NU$,ER OF BOLTS VITH A MINIMJM OF TV3. TY P E ' C' Ct. AMP SHEET 2 0F 2 ~

TUGC0 INSTRUCTION AS UTILITIES GENERATING CO. p QI-QP-11.10-2A, Rev. 9 Page 43 of 73 - CPSES - JUL 281986 ATTACHMENT 6 (Cont.) ( A) MGLE TYPE BOLTED TO SUPPORT PCPEER. ANCLE X ( SEE CTH DWG) { VASHER k j ' OR 'f RD HD BOLT F OR TRAY 24 IN. X1 X1 P ( 307) W/ WASHER AND UP (ALI) ( r, VERIFY PRESENCE j 'f BOLT ( HS) TRAY x , [- W/ WASHER T E ~ ~ L (ANGLE) ~ ~ LSUPPORT PEMBER L - G (SEE CTH DWG FOR ANGLE AND .( CHANNEL SECTION) ( B) ANGLE TYPE WELDED TO SUPPORT KEER. ANGLE X (SEE CTH DWG VASHERlE. AND NOTE 11 { ' OR l'f RD HD BOLT AN' U 5 t A307) W/ WASHER { VERIFY PRESENCE k /- '""

b SU'FF0F.T MEMiE'

\\-- SUPP0FT MENER FOA kELDS REria TO CTH DRAWIN05. i r i NOTE: CLM1P t%Y BE ANOLE {AS DE:ICTEC AESVE) OR PL ATE. \\O ONE BOLT Ct. APP CONFIGURATION $ SHEET 1 0F 3 S -.--.n.

XAS UTILITIES GENERATING CO. t>. TUGC0 INSTRUCTION QI-QP-11.10-2A, Rev. 9 Page 44 of 73 - CPSES - JUL 281986 ATTACHMENT 6 (Cont.) RD HD BOl*T WWASHER j' ( OR f A-307 BUS DUCT I I x 'X I. [X, ALT \\ E EO n u. i ANGLE OR CHANNEL (SEE CTH D C SUPPORT PEPBER ( FOR ORIENTATION SEE CTH DWG) FOR bELDS SEE CTH DVG ONE BOLT CLAff DETAIL FOR BUS DUCT O ONE BOLT CL AW CONFIGURATIONS SHEET 2 OF 5

TUCCO INSTRUCTION XAS OTILITIES GENERATING CO. (p. QI-QP-11.10-2A, Rev. 9, Page 45 of 73 s - CPSES - JUL 281986 l ATTACHMENT 6 (Cont.) NOTES: 1. ANGLE OR, PLATE MAY BE SENT TO FIT THE CURVATURE OF THE TRAY.

2. ANGLE THICKER THAN SHOWN ON CTH DRAWING IS ACCEPTABLE, [OR 3/8" THICK ANGLE, THICKNESS TOLERANCE TO BC + 1/16".

FOR X, X1 Oh Al ALT AND Y DIENSIONS REF R TO CTH DRA :ING. THE NEASUREMENT TOLERANCE FOR THE ABOVE DIE NSIONS IS 1 (g*. 3.

4. VERIFY EITHER X1 OR X1 ALTERNATE AS' INDIC ATED ON CTH DRAVINGS.

5. IF Y DIMENSION IS NOT SHOWN ON CTH DRAWING VERIFY THAT CLAMP MEMBER SPANS ACROSS,

OR IS CONTAINED WITHIN THE SUPPORT MEMBER. FOR BUS DUCT IW Y DIMENSIONS IS NOT SHOWN ON THE DRAWINGS, WELD VERIFICATION WILL SUFFICE, IF WELD IS PROVIDED ON THE DRAWING. 6. ANGLE MAY BE TURNED UNDER THE TRAY. T. THE ABOYE CLA>f' TYPES C4N BE INSTALLED ON FLANGES OR WEBS OF STRUCTURAL MEPBERS, ( q( BUILT UP MEPEERS. PLATES OR WALLS AND FLOORS AS APPLICABLE AND AS SHOWN ON CTH s hd DRAWINGS. ~

8. FOR BOLTED CLAMP OVERHANG, SHIM PLATE, CAPS AND WASHERS ACCEPTABILITY DETAILS, ORIENTATION AND OTHER GENERAL NOTES SEE ATTAC1DIENT 6A.

9. THE LEG DIMENSIONS OF ANGLES CUT FROM LARGER SIZE AND USED AS CABLE TRAY CL Att SHALL HAVE A TOLERANCE OF : {.

10. UELD/ BEVEL IF USED, CAN BE EITHER SIDE OF PLATE.

FILLET UELD IS ACCEPTABLE IF NO Um.*ELDED BEVEL IS PRESENT IN THE WELD AREA. ONE BOLT CL M CONFIGURATIONS SHEET 3 0F 3 0

TUCCO INSTRUCTION g>- QI-QP-11.10-2A, Rev. 9 eXAS UTILITIES GENERATING CO. Page 46 of 73 - CPSES - JUL 231986 ATTACHMENT 6 (Cont.) I. PLATE TYPE ( WELDED TO SUPPORT KMBER) t TRAY $8 ( SEE CTH [s E DW' x c U g ( 2d 'p RD HD BOLTS x x l (A307 V/WASHERJ E N ~ ~ /- x J WASHER k FOR 24 l X WIDER TRAY-VERIFY 4 o PRESENCE FOR WELD SEE NOTE 3 AND CTH DVG. Y SUPPORT E W ER ELPPORT K mER II. ANOLE TYPE ( BOLTED TO SUPPORT KNER) g ({'A-30T) V/ WASHER p RD HD BOLTS .-p h),, ANGLE ( SEE TRAY 4 CTH DWG) g X X X ~ ~ i d SUPPORT d mmER dWASHERE (R VALL ^^ FOR TRAY 24 & UP y"*9

l v

J VERIF Y PRESENCE. -. t. 4 SUPPORT K KER y OR WALL SEE CTH DVOS H .Y Lc (SEE CTn ORA.CNG FOR CHANNEL & ANGLE SECTIONS) III. ANGLE TYPE t WELDED TO SUPPORT KPEER) j' RO HD BOLTS w ^ 2 (A-307)V/ WASHER FOR #X', 'X', AND

Y' 1

DIMENSIONS FOR TYPES 499Lg gSE.e = x ,y,, , 77, AND ' III' CTH DWG)- ri g_ Ml e / REFER To CTH DWG AND q [ 1 / TOLERANCE PER NOTE 2. l dWASHER E x, c l A A / IF ' Y' DIMENSION IS t.;T ._ FOR TRAY 24 & UP VERIFY PRESENCE. SH VN ON DVO. VERIF Y [ g', T T THAT CLAPF KrtER SPMG ACROSS OR IS CONTAINE: g r V:T6.:N THE SUF?OR* FOR VELD SEE NOTE 3 KMEE F. VERIFY E1YHE: O ' AND CTH DVG.

g: pod '

gg X1 0F XI ALTERNATE AS g3 V Y INDIC ATED ON C1H DVO,. TWO BOLT CLAMP CONFIGURATIONS SHEET 1 0F 3

TDGC0 INSTRUCTION UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 47 of 73 - CPSES - ~ JUL 281986 ATTACHMENT 6 (Cont.) j' ( OR j.'d A-307 BUS DUCT RD HD BO.T W/ WASHER (TYP) I I ALTERNATE 7 D TWO BOLT CONFIGURATION a y y \\

I hqe

.W..

j l

ANCLE OR CHANNEL ( SEE CTH D'4) SUPPORT tirt3ER ( FOR ORIENTATION SEE CTH OWG) FOR VELDS SEE CTH DVG TWO BOLT CLAbF DETAIL FOR BUS DUCT i O TWO BOLT CL AMP CONFIGURATIONS SHEET 2 0F 3

TUCCO INSTRUCTION T UTILITIES GENERATING CO. g>- QI-QP-11'.10-2A, Rev. 9 Page 48 of 73 - CPSE E - JUL 231986 ATTACHMENT 6 (Cont.) NDTES: 1. THE PLATE DR ANGLE MAY BE BENT TO FIT THE CURVATURE OF THE TRAY.

2. FIELD MEASUREMENT TOLERANCE FOR DIMENSION MARKED 'I',

'I1', 11 ALT' or 'Y' IS 1 1/8". 3. WELD / BEVEL IF USED. CAN BE EITHER SIDE OF PLATE. FILLET VELD IS ACCEPTABLE IF ND UNWELDED BEVEL IS PRESENT IN THE WELD AREA.

4. ANGLE THICKER THAN SHOWN ON CTH DRAWING IS ACCEPTABLE. FOR 3/8 THICK ANGLE, THICKNESS TOLERANCE TO BE i 1/16.

5. FOR BOLTED CLAMP OVERHANG, SilDi PLATE, GAPS AND WASHERS ACCEPTABILITY DETAILS, ORIENTATION AND OTHER GENERAL NOTES SEE ATIACHMENT 6A.

G. M GLE MAY BE TURNED UNDER THE TRAY. T. ADDVE CLkP TYPES CAN BE INSTA. LED ON FLANGES OR WESS Or STRUCTURAL PETERS. BUILT UP PftBERS. PL ATES OR VALLS AND FLOGRS AS APPLICABLE AND SHOWN ON THE CTH ORAWINGS. I kLd. THE LEG DIPENSIDNS OF ANCLES CUT FROM LARGER SIZE AND USED AS CABLE TRAY CLAPP 1 l SHALL HAVE A TOLERANCE DF 1 l l l l TWO BOLT CL#f CONFIGURATIONS SHEET 3 DF 3 O 1 =

TUCCO INSTRUCTION UTILITIES GENERATING CO. d>. QI-QP-11.10-2A, Rev. 9 Page 49 of 73 - CPSEs - ~ JUL 281W6 ATTACHMENT 6 (Cont) C.) PL ATE TYPE ( WELDED TO A SUPPORT KPEER). X TRAY f {' ( RD X X HD BOLTS __(NOTE 3) (NOTE 3) T I A307 V/ WASHER) tSEECTH]<f.. ( SEE CTH DWC) 4 l l l l l DRAVING)44*-l- ..o..,_. < p. qp. 4& -l-l n _ $.S.. J ~ ~ ~ ~ ~ ~ l Fi 1 X(NOTE 3)- 7 X(NOTE 3) SUPPORT MPEER SUPPORT KtEER . FOR VELD SEE NOTE S AND CTH DRAWINGS. 5 l -Fo'l* FRO satis X l ( 6 07)V/WAKHFR ( SEE CTH DVG. - X X ( NOTE. (NOTE 3) 31 E X - X-- (NOTE 3) l ( NOTE 31 -X - - )F ' , NOTE 3) ~ ._.n o .g._._.p. i m fNoTE 3) xi soie 3)- SUPPORT EMBER x( NOTE 33 1, M SUPPORT METEF, O =>tri eo'T c'a + courrouaarrous SHEET 1 0F 5

TUGC0 INSTRUCTION UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 50 of 73 - CPSES - JllL 231986 ATTACHMENT 6 (Cont) E; ANGLE TYPE LSDLTED TD SUPPORT rTMBERI. X 1 ( f ( RD FHDBOLT X X (A30T W/ WASHER) (NOTE 3)_

40LE (NOTE 3)

(SEE CTH DWO) g,,, ( SEE CTH OWG) f N -- aL . s. . n-. 4 g..'.- _;+ th., 4 i. 4-F - g,- 1 i i h X(NOTE 3)- X( NOTE 3) Y G* SEE CTH DWG (l'yBOLT (TYP) ( HS) & WASHER X l X ( NOTE 3.1,[ X, ( NOTE 3) ,-X (NOTE 3) Ix h -X (NOTE 3) g {' p BC'.T ( HS 1 SUPPORT ME6EER C.

SEE CTH DRAWINOS FC: G DIMENSION FOR ANG' E A*C CH ANNEL SUPPORT PE*EERS.

IO n.>txt so'T ct"* couricuaatto"s l SHEET 2 0F 5 l l i

TUGC0 INSTRUCTION AS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 51 of 73 - cms - JUL 201986 ATTACHMENT 6 (Cont) ( C) ANGLE TYPE ( WELDED TO SUPPORT PCP15ER). X c P f Ro X x HD BOLTS = (A307 V/ WASHER) ( NOTE ( NOTE (SEE CTH DWG 38 31 ) 'l+. -l- .l..I l l aNett .o_. (SEE CTH D G TRAY g, j_ 4 g. L_ 9 9.+.y ..._.) v I 6 l l o X( NOTE 3)- x(NOTE 3) Y ^ SUPPORT PCteER SUPPORT PErEER FOR F_LD DETAILS X SEE CTH DWG X X t ( NOTE ( NOTE 33 3) } m l . -q >. -. -. q h. .qp. -. -.qp. x h 4.-._.p. l l di X( NOTE 31-XI NOTE 3) MJLTI BOLT CL AP CONCICURATIONS SM ET 3 0F 5

TUCCO INSTRUCTION UTILITIES GENERATING CO. P QI-qP-11.10-2A, Rev. 9 Fage 52 of 73 - CPSE5 - JUL 281986 ATTACHMENT 6 (Cont) ' ( D BOlT WWASHER OR ) A-307 8US DUCT DH tTYP) FOR NU$ER & ORIENTATION' 0F BOLTS REFER TO CTH DRAWIN,*, X .1 ' 2-s '\\\\/ kl ~ .H.H..H. ,x Q' ) >= M V ANCLE OR CHANNEL f SEE CTH DV01 SUPPORT PDEER ( FOR ORIENTATION SEE CTH DWG) FOR VELDS SEE CTH DVG MUL TI-BOLT CL AMP DETAIL FOR BUS DUCT l l l l t l O PtJL TI-90L T CL AM' CONF IGURATIONS SHEET 4 0F 5 i

TUCCO INSTRUCTION AS UTILITIES OENERATING CO. F 1I*I

I" * '

3 g - CPsss - JULEu noo ATTACHMENT 6 (Cont) NOTES:

1. ANGLE OR PLATE MsY BE BENT TO FIl THE CURVATURE OF THE TRAY.

2. FIELD MEASUREMENT TOLERANCE FOR DIENSION t%RKED 'X' AND ' Y' IS2{.

FOR X AND Y DIE NSION REFER TO CTH DVG.

3. EASURE BOLT / HOLE CLOSEST TO THE EDCES ONLY.

IF DIENSION Y IS NDT SHDWN ON THE CTH DRAWINO VERIFY THAT CLAW KMSER SPANS 4 A:stGSS OR IS CONTAINED WITHIN THE SUPPORT ENER.

5. ANGI.E THICKER THAN SHOWN ON THE CTH DRAWING IS ACCEPTABI.E, F6R 3/8 THICK ANGI.5 THICKNESS TOLERANCE TO BE + 1/16.

6. ANGLE MAY BE TURNED UNDER THE TRAY.

7. THE ABOVE CLAW TYPES CAN BE INSTALLED ON FLANGES OR WEBS OF STRUCTURAL MEPEERS, BUILT UP MEMBERS, PLATES OR WALLS AND FLOORS AS APPLICABLE AND AS SHOWN ON CTH r

DR AWINGS.

8. FOR BOLTED CLAMP CVERHANC. SHIM PLATE. Ge*.S AND WESHERS ACCEPTABILITY DETAILS, ORIENTATION AND OTHER CENERAL NOTES SEE ATTACHMENT 6A.

9. WELD BEVEL. IF USED. CAN BE EITHER SIDE OF PLATE. FILLET WELD IS ACCEPTABLE.IF NO UNWELDED BEVEL IS PRESENT IN WELO AREA.

10. THE BDLT PATTERN AN"' NUTER OF 50.TS SaiDWN IN THIS ATTA;HMENT ARE ONLY EXATLES OF PCSSIBLE CONFIGURATIONS IN THE FIELD. FOR ACTUAL.Q0NFIGURATION REFER TO THE CTH DRAVING REGARDLESS OF CONFIGURATION. VERIFY om,7 THE DIMENSIONS INDIC ATED IN THIS ATTACHMENT WHERE X IS THE DIMENSION BETVEEN EACH EDGE AND THE BOLT CLOSEST TO THAT EDGE.

11. THE LEC DIPENSIONS 0: AN';LES CUT FROM L AROER SIZE ANC USED AS CAELE TRAY OLAMc SHALLHAVEATOLERANCEOF2j.

O =>'T1 ao'r c'a+ co"r1cuaaT1ous SHEET S OF S i ~'

TUCCOINSThtUCTION UTILITIES GENERATING CO. p QI-QP-11.10-2A, Rev. 9 Page 54 of 73 ~ * " " - JUL 281986 l 1 ATTACHMENT 6A. 3 CUT IF - NOTES: ~ CUT IF r HOLE 1.0VERHANC DIMENSIONS SHOWN ON QTH DWG. HAS REOD e FIELD H ASURE TOLERANCE OF 2 {. ~ -H0 E FOR

2. WELDS FOR SHIM PL ATE TO CTH KNER ARE g

l, BOLT NNS WELDS AND NEED NOT BE VERIFIED.

3. SHIM PLATE THICKNESS SHOWN ON CTH DVC.

/ REF TABLE IF NOT SHOWN MAX, OR MIN TOLERANCE ON THICKNESS IS C HDLE MIN

4. FIELD W ASURET NT TOLERANCES FOR DISTANCES OF PERIPHERAL BOLT / HOLES FROM EOCES OF SEVEL WASHER FLAT VASHER PLATES / ANGLES ARE 10 SE 2 ). BOLT HOLES CLOSEST TO THE EDGES ONLY NEED TO BE MEASURE 3.

BOLT W HER (0IP9 FOR THOSE DISTANCES REFER To CTH DWG. g g

5. FIELD MASUREENT OF GAGE DISTANCES FOR

{ ANGLE USED IN CLAW HAVE A TOLERANCE OF 1 I ,2jFORGAGE. REFER,TO CTH DWG. E' Id i S. IRREGULAR CAP SHIM TO ANGLE / SHIM TO h STRUCTURAL MENER To BE,i MAX EACH. m 3g g7 T.FOR IRREGULAR GAPS BETVEEN TRAY AND CLAW j 1) If GREATER THMd i USE WASHER PLATE ( S). lh Ik 8.FOR TRAY CONNECT'ONS AT TRAY SPLICES. NUTS WITH BUILT-IN VAbHERS ARE ACCEPTABLE WITH C6 WITHOUT THE USE OF STANDAR0 WASHER. R CLAW A CL W INTERF ACE BETWEEN VASHER AND CHANNEL AN IRREGULAR G#P OF# y(NAX) SUPPORT SUPPORT K4ER FOR SHIM PLATE ME2ER DIE NSION REF IRREGULAR GAA TO CTH DVG A1 THIS INTEP~ ACE H I SEE NOTE 9) TRM HEAVY DUTY 3' C TRAY N - DULT THRU TRAY CLAP CAP f (PLATE OR B0i 0F ~-' I TRAY - SUPT IPLATE OR " " A*acL t; ^" cap j l I t / l . { I""' j ( mx) TOP OF STRUCTURAL ~ \\ f ( MSER OR TOP BOT OF \\ [ O TO j OF SHIM TRAY 0( -l +) ) GENERAL NOTES, TOLERANCES AND DETAILS FOR CL AMPS SHEET 1 0F 5

TUCCO INSTRUCTION AS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 55 of 73 - CPSE S - JUL 281986 ATTACHMENT 6A (Cont)

10. AS SHOWN IN ATTACHMENT 6 A ' SHIM PLATE' SHALL BE CONSIDERED AS A PLATE WHICH SHIMS A GAP BETWEEN BOTH THE CLAMP THE TRAY AND THE SUPPORT, OR SHIM A GAP BEIVEEN THE TRAY AND THE SUPPORT MDIBER. WHILE A ' FILLER PLATE' SHALL BE CONSIDERED AS A PMTE WHICK FILLS A GAP BETWEEN THE CLAMP AND THE SUPPORT OR SHIM. A ' WASHER PIATE' SHALL BE CONSIDERED AS A PLATE WHICH REDUCES THE CAP BETWEEN THE MATING SURFACES OF THE CLAMP AND TRAY.

11. FOR BUS DUCT CLAMPS, A FILLER PLATE MAY BE INSTALLED BETWEEN THE CLAMP AND THE

- SUPPORT MEliBER. THE FILLER PLATE DOES NOT GO UNDERNEATH THE BUS DUCI. THE FILLER PLATE MAY ALSO BE CALLED ' SHIM PLATE' ON THE CTH DRAWING. IT IS CUT TO SUIT WIIH THE TOLERANCES ON THE WIDTH AS INDICATED IN NOTE 12, AND LIMITS ON ITS LENGTH AS FOLLOWS: - BUS DUCT BUS DUCT o 1 . Tw 7 w ( TYP) b b I I o l ( MIN) FILLER R ( TYP) t ( L( L 0 TO A ( TYP) SUPPORT STEEL

FOR W X IHICKNESS RE:ER To CTH DR W:NS l

GENER AL NOTES. TOLERANCES AND DETAILS FOR CLAHDS l SHEET 2 OF 3

a TUCCO INSTRUCTION CTAS UTILITIES GENERATING CO. g>- QI-QP-11.10-2A, Rev. 9 FaBe 56 of 73 - CPSEE - JUL 281986 ATTACHMENT 6A (Cont)

12. WIDTH OF THE SHIMS (OR FILLERS FOR BUS DUCTS) BETWEEN THE BOLTED CIAMPS AND THE SUPPORT MEMBER IS AS SHOWN ON CTH DRAWINGS. IF NOI SPECIFICALLY DETAILED ON THE CTH DRAWING THE FOLLOWING SHALL APPLY:

~ '~'" BOLT / HOLE AS IN CL AW s o T ) z 2 { E W' y e >A oo 1d IF CUT TO CLEAR { INTERFERENCES - FIELD CUT T SUIT MTm A 13.FOR BUS DUCT CLAMP, WHEN THE SHIM PLATE IS INSTALLED BELOV BOTH THE CLAP AND THE BUS DUCT, THE LIMITATIONS ARE AS SHOVN BELOW: y _OTO{ [ BUS DUCT BUS DUC' l SHIM o j (MIN) FILLER R 7 [ t TYP) l {j PV.X SHIM ( It [ ( 0 70 i OToj 0 To j I SUPPORT STEEL FOR THICKNESS REFE O TH D C tTYP! FOR MAX THICKNESS REFER TO CTH DRAVING

14. SHIMS OR FILLER PLATES OF DIFFERENT THICKNESS MAY BE COMBINED TO REACH ' MAX' THICKNESS FOR ALL ATTACHMENT 6 DETAILS. MIN. THICKNESS OF SHIMS OR FILLER PLATES ARE TO BE 1/16 15, PLATE VA'SHERS MY BE cot 61NED WITH FLAT OR BEVEC VASMERS. NO NORE THt N TWO N WASHERS SHALL BE STACKED. VHEN A FLAT & BEVE'. Wr3 HEC. ARE STACK ORDER OF STACKING IS ACCEMABLE. FL AT VtGiERS kM B:. INSTALLED UCE:. EITHE; THE HE AD OF THE 80LT AND ~HE NUT OR BOTH.

GENERAL NOTES. TOLERANCES AND DETAILS FOR CL AMPS SHEET 3 0F 3

TUGC0 INSTRUCTION N'AS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 57 of 73 - CPSES - JUL 281986 ATTACHMENT 7 B + -V-I i 8 CLAMPS oe 3,t,- ,) e i a v. I . ir e e i e l 1 Typical Clamp Elevation or Plan \\ s s 1 o l, t e e ~ ', ~ Typical Typical Clamp 1 '/ I**P Typical Clamp 2 4-- Elevation or Plan A Typical Clamp 2 NOTES: 1. INSPECTION WILL BE PERFORMED BY VIEWING EACH CLAMP FROM OUTSIDE ;. TRAY DIMENSION "B" (OR OTHER DESIGNATION) WILL BE ON LEFT SIDE OF EACH CLAMP, AS VIEWED. 2. ALL DIMENSIONS ARE ORIENTED TO THE HEEL OF THE CHANNEL (E.G. DIMEN-SION A). 3. ORIENTATION OF MEMBER SUPPORTING CLAMP (S) SHAE! B'E DETERMINED BY THE DRAWING PLAN OR ELEVATION VIEW. STRUCTURAL ME":FR ORIENTATION GIVEN AS PaRT OF CLAMP DETAILS IS PICTORIAL ONLY AND NOT DESIGS REQUIREMENT FOR ORIENTATION DE THE STR!'CTURAL MEMBER. 4 DIMENSIONS USED TO LOCATE CLAMP ONTO STRUCTURAL MEMBERS ARE TO BE MEASURED FROM END OF CLAP TO HEEL,OF CHANNEL.

h

S UTILITIES GENERATING CO.

TUGCO INSTRUCTION \\jA g>- QI-QP-11.10-2A, Rev. 9 Fage 58 of 73 - CPSEs - JUL 281986 ATTACHMENT 7 (Cont) Where supporting members (as shown on clamp detail) are symmetrical all dimensions shown for example (P,Q,R and S-below) may be measured as shown or opposite hand: -R cwse - [) l G ,- P %+ y 7-i,. c -3 6 Vl [ \\ R .J 1 Fig. 6 e n i Any exceptions to the above shall be drawn individually on CTH drawing GENERAL NOTES: 1. Clamp orientation relative to structural members shall be determined from the plan or elevation views, while clamp orientation relative to the cable tray shall be determined from Attachment 6 to QI-QP-ll.10-2A. Clamp details shown on the as-built drawing are for dimensioning purposes and are not intended to shov orientation of structural members. 5 1 I l

TUCCO INSTRUCTICN O.AS UTILITIES GENERATING CO. QI-QP-11.10-2A, Rev. 9 g>- Page 59 of 73 - CPSES - JUL 281986 ATTACHMENT 8 L 6x6x3/4 p/-] C6x8.2 FURN W/CTH-TYY l l a p= = = = _ = = = = = llb!= = = = = = = = =5 ll l c II I [T_R_A_Y_l_} g C6x8.2 ll U _ _J CTH-XXX L 6x6x3/4 v f 7 C6x8.2 3~ +U ' T_R_A_Y_ I_,' g t i ti-A I l C6x8.2 FURN W/CTR-XXX .I h . r,=====_== =m F i k L_ __ _ __ _ _ _ _ _ __! 3" + l CTH-YYY , _. -- -g;.. EXAMPLE OF MULTIPLE CTH'S O CONNECTED TO COMMON BASE ANGLES

TUGC0 INSTRUCTION UTILITIES GENERATING CO. g>- QI-QP-11.10-2A, Rev. 9 Page 60 of 73 - CPSES - JUL 281986 ATTACHMENT 9 1 12 s. F -% b-w ~Ts. W SHAPES ~~ r Dimensions for detailing r. p yi I A l a as= l, o==ac= t. p. Tw=- om y 7 T T A ai s. e s d s, oem I m. I sa. I sa. I m. I in. n in. m. sa. I m. I m. m. in. O 1% 3% 5% W Ex300 3EE 15 % 1% 7% 31 % 2% ~G' x280 M% M% 1 7% 31 % 2% 1% 3% 5% x2E0 Mu 15 % lb b 7% 31 % Zb 1% 3% 5% x245 M 15 % 1% 7% 31 % 2b lb 3% b 5% x230 5% 18 % 1% 7% 31 % 2% lb 3% L 5% 'W Nx194 35 % 12 % 1% 5% 32 % 2 lb 3% b 5% xisZ M% 12 % lb 5% 32 % 2% 1 3% b 5% x170 3E% 12 1% b 5% 32 % 2 lb 3% 5% x150 M 12 1 b 5% 32 % 1%.Ib 3% 5% x150 35 % 12 b 5% 32 % 1h 1% 3 5% x135 5% 12 tb b 5% 32 % 1% 1% 3 5% W 33x240 33 % 15 % 1% 7% 25 % Zb 1% 3% 5% x3 D% 15 % 1% 7% 3% 2% 1% 3% b 5% x200 D 15 % 1% 7% 25 % 2b 1% 3% b 5% W 23x152 33 % 11 % lb b 5% 5% 1% 1% 3% 5% x141 33 % 11 % b 5% 5% 1% lb 3 5% 3 5% x130 33 % 11 % b b 5% 5% ; 1%, Ib x115 32Ps 11 % b 5% 29 % IN 8 IW 2%, b 5% W 30x210 D% 15 % lb 7% 5% Zb lb 3% b 5% x1So 30 % 15 lb 7% 25 % Zb lb 3% L 5% x1/2 2Sh 15 lb b 7% 25 % Zb 1% 3% 5% W 30x132 30 % 10 % 1 b 5 5% 1% lb 3 5% x124 3D% 10 % b 5 2E% 1% 1 3 5% x116 30 10 % b b 5 25 % 1% 1 3 5% x1DB DFs 10 % b 5 25 % lb 1 3 b 5% x 35 25 % 10 % 5 5% lb 1 2% 5% O AaststscAN INSTITUTE OF STEEL CONSTRUCTION

TUGCO INSTRUCTION AS UTILITIES GENERATING CO. g>. QI-QP-11.10-2A, Rev. 9 Page 61 of 73 -enu-JUL 281986 ATTACHMENT 9 (Cont) 1.u .hp- %. b- +_v Tu. W SHAPES ~~ r s Dimensions for detailing Lt I A nonse w,6 cessene. o.n.~ g width ess a' a r s n, s. a ny.. u an. Gn. In. 8n. In. In. An. Sn. In. In. In. en, e g W 27X177 27 % 148i 1b E 6% D 2% 1% 3% M' 5% X160 27 % 14 lb 6% 23 2b 1% 3% 5% X145 MM 14 1 b 6% 23 1% lb 3 5% W 27X114 27 % 10 % b 4% 23 5 1% 3 5% X102 27 % 10 4% DE 1% 3 5% X 94 NE 10 4% 23h 1% 2% 5% X 84 25 % 10 b 4% 23F. Ib 8 2% b 5% W 24X160 24 % 14 % 1% 6% 20h 1% 1%s 3% 5% X145 24 % 14 1 6% 20 F. 1% 1h 3% 5% X130 24M 14 h b b 6% 20h 1% 1 3 5% W 24X120 24 % 12 % 8b b M 5% 20h 1% 1 3 b 5% X110 24 % 12 h 5% 20 h 1% 1 3 b 5% X100 24 12 b 5% 20 % 1 3 b 5% W 24X 94 24 % 9 h 4% 21 1% 1 3 5% X 84 24 % 9 4% 21 1 3 b 5% X 76 23h 9 b 4% 21 lb 2% b 5% X 68 23 % 9 b b 4% 21 1% 2% 5% W 24X fl 23 % 7 b b b 3% 21 1% 2% 3% X 55 23 % 7 b 3% 21 1% '2% 3% W 21X142 21 % 13 % 1% b 6% 17 % 1h 1 3 5% X127 21 % 13 1 b b 6% 17 % 1% 1 3 5% X112 21 13 h 6% 17 % 1% 2% b 5% W 21X 96 21 % 9 4% 17 % 1% 3 5% X4 20h 9 4% 17 % 1 2% b 5% W 21X 73 21 4 su 3h 18 % 1% 8 2% b 5% X 68 21 % 3% b 3 F. 18 % lb 2% 5% X 62 21 8% 3h 18 % 1% 2% 5% O-X 55 3% su b 3h 14 % 1% 2% 5% W 21X 49 20 % 6% b b 3% 18 % 1 2% 3% X 44 20 % 6% b 3% 15 % lb 2% 3% AmeCatCAN lMSTITUTE OF STEEL COM57RUCTION

TUGCO INSTRUCTION 9AS UTILITIES GENERATING CO. g>- QI-QP-11.10-2A, Rev. 9 Page 62 of 73 - CPSES - JUL 281986 ATTACHMDiT 9 (Cont) 1 14 h-% .. m,- a + L - 1 W SHAPES r Dimensions for detailing ? is ..' kl 1 i n.... %7,,' m %. =- i agT gel i a 2 A. s. e s O.msnamen 9 g in. i m. in. ! in. I

w.,

i..

a. !. I m. I in. ! in.

in. ~ f wUxus 13 % un 1 b 5% 15 % 1% 3 5% xio5 U% u% b V 5% 15 % 1% 3 b 5% L x 'IS U% UE 5% 15 % 1% E 2% W 54 w Ux 35 18 % SE 4% 15 % 1% 3 b 5% x 77 U% 8% 4% 15 % 1% E 2% b 5% x 70 N 8% b 4% 15 % lb E 2% b 5% x 64 17 % s% b 4% U% 1% 2% 5% w Ux EO U%. 7% b 3% 15h 15 2% 3% x 55 12 % 7% b 3% 15h 1% 2% 3% x 50 18 7% b b 3% 15h Ib 2% 3% x 45 Uh 7% b N 3% 15h 1 2% 3% w18x 40 17 % 6 b b 25 15 % 1 2% 3% x 35 17 % 6 b b 25 U% 1 2% b 3% w 16x 96 15 % U% b 5% U% 1% h 2% b 5% , x 88 16 % U% 5% U% 1% 2% b 5% W 16x 78 IE%, 8%, h 4 13 % 1% h 2% b 5% 13 % 1 h 2% b 5% U% g % x 71 16 % 8% 8 % 4 lb h 2% b 5% x 64 16 8% b 4 x Sa 15 % 8% b 4 n% 1% 2% 5% w 16x 50 16 % 7% b 3% U% 1% 2% 3% x 45 15 % 7 b b 3% 13 % lb 2% 3% l x 40 16 7 3% U% 1% 2% b 3% l x 36 15 % 7 b b 3% U% Ik 2% b 3% wUx n UA 5% b 2% 13 % 1 2% b 2% x 25 15 % 5% 2% U% 2% b 2% AadERICAM INSTITUTE OF STEEL CONSTRUCTION j l

TUCCO INSTRUCTION p QI-QP-11.10-2A, Rev. 9 GAS UTILITIES GENERATING CO. Fage 63 of 73 - C9sES - JUL 281985 ATTAC10ENT 9 (Cont) 1 15 .A._ pp - w -.. b-L _y-3s. ~ W SHAPES r r. p - Dimensions for detailing l,l l _ a. -= ?.0- 'a %T..' T e T A. s. e s omensaa8asa af q Sn. In. ! an. in. In. lIn. In. Sn. l In. in. ll In. In. ) rO W 14x730 22 % ,17h 4% 3b lb 7% HM 5% Zb 7 1% x665 n% u% 4% vb lb 7% uu Sb 2b 6% 1% 7 gy x605 21 U% 4 Zh Ib 7% u% dh 1% 6% 1% g x!50 EM 17 % 3% 2% lb 7% u% 4% 1% 5% 1% y X500 19 % U 3% Zb 1% 7% u% ab 1% 5% lb a x455 U 16h 3b 2 1 7% UM 3Ns 1% 5% 1%s W 14x426 18 % 16 % 3b 1% 7% u% 3% lb 5 1 x398 18 % 16 % Pb 1% 7% 11 % 3% 1% 4% 8 x370 18 16 % Pb 1%

b 7%

11 % 3% lb 4% a h x342 17 % 16 % 2b lb W 7% 11 % 3% 1% 4% x314 17 % 16 % Zb lb 8b 7% 11 % 3 lb 4% = d x257 16 % 16 % 2W Ib 7% 11 % 2% 1 4 j x264 16 % 16 1% lb 7% u% 2% 1% 4 x246 16 % 16 1% 1% b 7% 11 % 2% lb 3% W 14x237 16 % 15 % 1% lb b 7% 11 % 2b lb 3% x228 16 15h 1% lb 7% 11 % 2% 1% 3% b x219 15h 15 5 1% 1 7% 11 % Zb 1% 3% b x211 15 % 15 % lb 1 7% u% 2% 1% 3% b x2C2 15 % 15 % 1% b 7% 11 % Zb 1% 3% a x193 15 % 15 % lb h b 7% 11 % 2% 1 3% d x184 15 % 15 % 1%

b b

7% 11 % 2 lb 3% A' x176 15 % 15 % lb b 7% 11 % 2 lb 3% d x167 15 % 15 % 1% 7% 11 % 1% 1 3% b x158 15 15 % lb 7% 11 % 1h 1 3% b x150 14 % 15 % 1% 7% 11 % 1% 1 3% L x142 14 % 15 % Ik 8L b 7% 11 % 1% 1 3 a b W 14x320 16 % 16 % 2W 1% 8 7% 11 % 2M lb 4 1 = d O ~ Ahs E RsCAM INSTITUTE OF STEEL CDNSTRUCTION

TUCCO INSTRUCTION /'AS UTILITIES GENERATING CO. g>- QI-QP-11.10-2A,*Rev. 9 U Fase 64 of 73 - CPSE S - JUL 281986 ATTACHMENT 9 (Cont) 1.M h- @-%=eb+b* , v7ir. "" ~ W SHAPES r Dimensions for detailing e 4 i,I_ i l mas = lw

=

Them-8 o=som"( m. s" Y w e=" a T k A. 2. e an. an. I an. I

m. I

m. l m. I an. I an. I an. t m. l m. l in.

W 14x136 14 % 14 % lb 7 uM 1% 3 5% ^ x127 14 % 14 % 1 b 7 u% 1% 3 5% k XuS 14 % 14 % b 7 u% 1% 3 5% F( xul 14 % 18 % A h 7 u% lb h 2% b 5% x183 14 % 14 % 7 u% 1% E 2% b 5% x 55' 14 % 14 % b 7 u% lb E 2% b 5% x 87 14 14 % b b 7 u% 1% 8b 2% 5% l W 14 x 84 14 % 12 5% HM lb h 2% 5% x 78 14 u k 5% u% 1% 2% 5% W 14 x 74 14 % 10 % b 4% u% 1% h 2% 5% x E8 14 10 b b 4% HM 1% 2% 5% xu 13E 10 4% u% lb 2% 5% W 14x D 14 8 b 3% u% 1% 2% 5% x 48 13 % 8 b 3h 11 % 1% 2% 5% x 43 13 % 8 b 3h u% 1 2% b 5% W14x B 14 % 6% b 3% HE 1% 2% 3% l x 34 14 5% b b 3% UFs Ib 2% b 3% l x 30 13 5 5% 3% 11 % 1 2% b 3% l l W14x 3 13 % 5 k 2% un 1 2% b 2% x'ZZ 13 % 5 2% un 2% b 2% O NN

TUGC0 INSTRUCTION WAS UTILITIES GENERATING CO. g>- QI-QP-11.10-2A, Rev. 9 Page 65 of 73 - CPSE S - JUL 281986 ATTACHMENT 9 (Cont) 1 17 1-ge-% m-r-. w-- ~Ts. ~~ W SHAPES r e Dimensions for detailing k i A Famae= w Ensinnes m . ",,* b Gage N Descenen 6f 9 4 ,a T A. s. e a a sn. l In. In. an. an. an. an. in, sa. an. an. an. p. W 12x190 14 % 12 % 1% 1Ms 5% 9% 2%s Ib 3% b 5% ( x1El - 13E 12 % 1% h b 5% 9% 2 lb 3% 5% x133 13 % 12 % 1% 5% 9% 1% 1 3% b 5% x120 13 % 12 % 1% 5% 9% 1% 1 3 5% l x10s un 12 % 1 b 5% 9% 1% 3 5% l x 95 u% 12 % b b 5% 9% 1% 3 5% l x S2 12 % 12 % 5% 9% lb 2% L 5% x 85 12 % 12 % 8%. 5% 9% 1% 2% 5% x 79 12 % 12 % 5% 9% 1 2% 5% x 72 12 % 12 'He 5% 9% 1% h 2% 5% x E5 12 % 12 b 5% 9% lb 2% 5h W 12x 58 12 % 10 4h 9% 1% 2% 5% x 53 12 10 b 4h 9% 1% 2% 5W W 12x 50 12 % 8% 34 9% 1% 2% 5% x 45 12 8 b b b 34 9% 1% 'b 2% 5% l x 40 12 s b 3h 9% 1% 2% 5% 1 W 12x 36 12 % 5% b 3% 10 % 1 2% b 3% i X 31 12 % 6 v; 3% 10 % 1 2% b 3% x 27 12 6% 3% 10 % b 2% b 3% W 12 x 22 12 % 4 b th 10% 2% b 2% x 19 12 % 4 1h 10 % h N 2% b 21' x 16.5 12 4 1h 10 % 'b b 2% b 2% x 14 11 % 4 b 1h 10 % b 2% 2% O l AM E RICAM INSTITUTE OF STttL CONSTRUCTION

TUCCO INSTRUCTION 7AS UTILITIES GENERATING CO. d>. QI-qP-11.10-2A, Rev. 9 ] Page 66 of 73 JUL 281986 ATTACHMENT 9 (Cont) s.m 2-y- % e + b-v 7,. a ~ W SHAPES I r Dimensions for detailing y3 ' g i l Pimae= 'w Diman a== -I n==- E on = _ n. d af ap T 2 s T A A. s. e s o==saamaa in. I in. I in. in. in. in. I sa. l a. :l in. l sa. I an. l m. j, w1sxuz u% 10 % 1% 45 7% 1% 3 b 5% xico u% 10 % 1% b 4E 7% 1% A 3 5% xa non le% 1 en 7% lb 2% 5% x 77 1s% 18 % b 44 7% lb 2% b. 5% x 72 tog Is% en 7% 1% 2% 5% x5 le% 10 % b en 7%. Ib 2% b 5% x 80 10 % 10 % b b 45 7% 1% 2% 5% x 54 18 % 10 b 4E 7% 1 2% 5% l x 49 Io la L b b

E 7%

1% 2% 5% l wicx e5 10 % 8 b 35 7% 1 2% 5% x 39 10 8 b b 3E 7% 1% 2% 5% x II 9% 8 k b 3E 7% 1 2% b 5% W lax 29 1DM 5% b 2% 8% lb 2% b 2% x 25 10 % 5% 2% 8% 1 2% b 2% x 21 SE 5% 2% 8% A b 2% b 2% W 10x 19 10 % 4 1Fs 8% 2% b 2% x 17 10 % 4 b 1% 8% b 2% b 2% x 15 10 4 1% 8% %.b 2% 2% x U.5 SE 4 b b 1h 8% b 2 2%

] TUCCO INSTRUCTION UTILITIES GENERATING CO. d>- QI-QP-11.10-2As Rev. 9 Fage 67 of 73 - CPSES - JUL 281986 ATTACHMENT 9 (Cont) A r d.p- %. + b-3s. .- e ~~ W SHAPES d T e yr Dimensions for detailing , WI u o.s.one, non.. 2" o;* v.-- seems 2 g 7 g, e g oesagnation g in. ll in ll In. an. en. In. In. An. Sn. 8n. In. In. W 8x67 9 8% b b 1h 6% lb 2% 5% x58 8% 8% 8b 3h 5% 1 2% b 5% x48 8% 8% 8b b 3h 6% lb 2% 5% i x40 8% 8% b b 3h 6% 1h 2% 5% X35 8% 8 b b In 5% 1 2% 5% XII E 8 b L 3h 6% ab 2% b 5% W8x28 8 6% b b 3% 6% 2% b 3% x24 75 6% 3% 6% A b 2% b 3% W 8x3 8% 5% 2% 6% E b 2% 2% x17 8 5% b 2% 6% 2% 2% W 8x15 8% 4 b 1h 6% b 2% 2% x13 8 4 1h 6% 2% 2% x10 7h 4 b b b 1h 6% 5 2 2% W 6x25 6% 6% L b 2h 4% L 2% 3% x3 6% 6 2h 4% Me 2% Me 3% x15.5 6 6 2h 4% 2% b 3% W 6x16 6% 4 1h 4% h 2% b 2% x12 6 4 1h 4% 2% b 2% x 8.5 5h 4 N b b th 4% 2 2% W 5x18.5 5% 5 b 2% 3% 2% b 2% x16 5 5 2% 3% b 2% 2% W 4x13 4% 4 1h 2% 8 b 2 2% AnsLAICME IMSTITUTE Or $tt[L ConsTauCDON

l TUGC0 INSTRUCTION UTILITIES GENERATING CO. p QI-QP-II.10-2A, Rev. 9 Page 68 of 73 - CPSES - JUL 281986 ATTACHMENT 9 (Cont) 13 A. ~ 'j}- - % -u m- ,*- w Ts. "" ~ M SHAPES r . Dimensions for detail.ing ye ' lsl i 'A' l R*"8* wee l 8"*'** u ma ,. I Maas* Th*- '= o.eou rham. e, .., y y 7s a;- T 4 r i a. o-m.. i i J i...... i i. i. : M 14x17.2 14 4 b in 12 % 2% N 2% M 12x11.8 12 3% b Me 1% 10 % b 2% % M12x25.1 SE 5% b b 2% s% 2% % Me 2% x22.9 9% 5% 2% s% b 2% b 2% M 12x 9 la 2% b Me 1% 9 2 M ex34.3 s a b

3%

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b

.2 b 2% e.euco enm e w se U Amtacam insTrruTt or STtts CoessTrucTion

i TUCCO INSTRUCTION g>- QI-QP-11.10-2A, Rev. 9 WAS UTILITIES GENERATING CO. Page 69 of 73 - ceses - JUL 281986 ATTACIDENT 9 (Cont) 1 21 . -tt- * - * -* * + *

r-=y,m7,.

S SHAPES 2 Dimensions for detailing 4: c,6 L'l o--- u. a- .e. .. O. t,y a; h 0,-. a ;= n=.. .,,1,,.p. y ,e 4 r 4 ,e

m. i. n.. i.

m. I m. T-... m. N S 24 x120 24 8 1% 1%s 3% 20 2 3% 1% 1 4 ) X105.9 24-Th 1% b 3% 20 2 3% 1% 1 4 A 4 5 24x100 24 7% h 3% 20 % 1% 3 b h 1 X 90 24 7% b 3% 20 % 1% 3 E 1 4 X 79.9 24 7 h 3% 2D% 1% 3 b h 1 4 5 2DX 95 20 7% a 8b 3% 16 % 15 3 8b 1 4 X 35 2D 7 ab 3% 16 % 1h 3 E 1 4- $ 2D X 75 20 6% sb b 25 16 % 1% 3 E 3% x E5.4 20 6% a 2h 15 % 1% 3 b 3% S lax 70 18 6% 8 8b 2% 15 1% 2% b 3% i X 54.7 13 6 .tk b 2% 15 1% 2% b 3bt h 3% S 15x 50 15 5% 2% 12 % 1% 2% b 3% x 42.9 15 5% b 2% 12 % 1% 2% b 3% S 12x 50 12 5% ab 8 2% 9% lb 2%

b 3

x 40.8 12 5% i b 2% 9% lb 2% b 3 512x 35 12 5% b b 2% 9% lb 2% % 3 x 31.8 12 5 b b 2% 9% lb 2% 3 510x 35 10 5 b 2% 7% 1% 2% 2% x 25.4 10 4% 2% 7% 1% 2% b 2% S Ex 23 8 4% b in 6 1 2% b 2% x 18.4 8 4 b 1% 6 1 2% b b 2% 5 7x 20 7 3h 1% 5% E 2% b 2% x 15.3 7 3% % 1% 5% E 2% 2% 5 6x 17.25 6 3% b 1% 4% sh 2% 2 x 12.5 6 3% 1% 4% 8 ' 2% b b S 5x 14.75 5 3% 1% 3% 2% L b x 10 5 3 b 1% 3% 2% b S 4x 9.5 4 2% b b 1% 2% ab. 2 b C-X 7.7 4 2% b 1% 2%

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TUGCO INSTRUCTION 7AS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 9 Page 71 of 73 - CPSES - JUL 281986 ATTACHMENT 9 (Cont) 1n

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