ML20210D006
| ML20210D006 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 02/06/1987 |
| From: | EBASCO SERVICES, INC. |
| To: | |
| Shared Package | |
| ML20210C645 | List:
|
| References | |
| TE-FVM-CS-036, TE-FVM-CS-36, NUDOCS 8705060397 | |
| Download: ML20210D006 (76) | |
Text
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FIELD VERIFICATION METHOD .p;j AS-BUILT VERIFICATION OF ATTACHMENTS TO TE" MAIN STRUCTURAL FRAMEWORK IN THE CABLE SPREAD ROOM SUPPORTING UNIT 1 DESIGNATED CABLE TRAYS ~ '.. j AND SELECTED ATTRIBUTES OF UNIT 1 CABLE TRAYS A '{ EBASCO SERVICES, INC. TE-FVM-CS-036 Ii ig6 REVISION O E T[ C \\g@ p-ou m ./.. d FEBRUARY 2, 1987 . '(* h .i ?- q> NT CDY 2 RESPONSIBLE ENGINEER: DATE I l, / "h APPROVED B'Y (EBASCOy: f* c hs9 AL DATE 2./5/f7 e / v / ' .:1 p APPROVED BY (TE): O u ( DATE S ,4 w r r m 1 I TUGCO QA CONCURRENCE: A h hDATE 2[ M i 7/ l. '.i B705060397 870413 4 a. PDR ADOCK 05000445 il.:}, A PDR . :.1
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R.. .l : .. g s. TUGCO ENGINEERING TI-FVM-CS-036, REV. O' FEBRUARY 2, 1987 PAGE i ,g } h;j ..) '1 FIELD VERIFICATION METHOD AS-BUILT VERIFICATION OF ATTACHMENTS TO THE MAIN STRUCTURE FRAMEWORK 1 IN THE CABLE SPREAD ROOM SUPPORTING UNIT 1 ~ DESIGNATED CABLE TRAYS .'I - AND SILECTED ATTRIBUTES OF UNIT 1 CABLE TRAYS '3 TABLE OF CONTENTS SECTION PAGI NO i .s 1.0 NIFERENCES 1
- i. -2.3 2.0 GENERAL 1
1 L ' 2.1. PURPOSE AND SCOPE 1 I') 2.2 RESPONSIBILITIES 2 2.3 ABBREVIATIONS AND ACRO!!YMS 2 2.4 DEFINITIONS 3 2.5 DOCUMENTS 4 4 3.0 CTH AS-BUILT WALEDOWN 4 !i 3.1 PREPARATION FOR WALIDOWN 5 j... 3.2 CTH VERIFICATION ATTRIBUTES 6 l.; 4.0 AS-BUILT VERIFICATION 14 4 4.1 MEASUREMENTS AND TOLIRANCES 14 1 I) 4.2 CTH REDLINE CHECEING 15 i 5.0 REDLINE PROCESS . 15 . :s
- j 6.0 DEFICIENCIES 16 7.0 INTERFACE 17
~ 8.0 RECOP.DS 17
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THERE ARE g PAGES OF TEXT AND 11 PAGES OF ATTACHMENTS - ), TO THIS FIELD VERIFICATION METHOD. F.'. - :... ?,r ib.i!., G,?.M,27MM.s.**iW?.'.v.:m.u,; ;,2......7:,. :.:;.::;,.~'*'.5~g.y.?7~,;'r;ge :v.yt:... i s
.9_ .<>j .u ..s . l. < cW. TUGCO ENGINEERING '{ TI-FVM-CS-036, REV. 0 FEBRUARY 2, 1987 bKT.; PAGE 11 g. c.< isl f.ff- ~ FIELD VERIFICATION METHOD ~ O! AS-BUILT VERIFICATION OF . S. ATTACHMENTS TO THE NAIN STRUCTURAL FRAMEWORK ~. ' if IN THE CABLE SPREAD ROOM SUPPORTINO UNIT 1 I DESIGNATED CABLE TRAYS d AND SELECTED ATTRIBUTES OF UNIT 1 CABLE TRAYS It c.) ,7J. TABLE OF CONTENTS . :i} ' (CONTINUED) PAGE NO 30 ATTACHMENT A TRAY CLAMP DETAILS-(23 Pages) 18-40 ./i ' ATTACHMENT B BOLT HOLES IN STRUCTURAL STEEL (1 Page) 41 i . ?- ATTACHMENT C-TRAY CLAMP WASHERS 42 T. t. ATTACHMENT D BASIC DIMENSIONING REQUIREMENTS (1 Page) 43- ,b ATTACHMENT E CTM-1-SL-LEGEND (2 Pages) 44-45 ,q] ATTACHMENT F STRUCTURAL SHAPES (25 Pages) 46-70 .1 ATTACHMENT Q CONDUIT NOMINAL SIZES (1 Page) 71 .. 4 .*4 t ATTACHMENT H CTH-1-IIII REDLINE IIAMPLE (1 Page) 72 ,n J:! ATTACHMENT I ASTM AND SAE MAREINGS FOR STIEL BOLTS '.f.} AND SCREWS (1 Page) 73 Id 'S! I
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'..,.3 TUGCO ENGINEERING TE-FVM-CS-036, RIV. 0 FEBRUARY 2, 1987 f.h:1 i PAGE 1 Q } ':l0
1.0 REFERENCES
[Nh (-lj 1-A ECP 10 Cable Tray and Hanser Installation. 3 yd 1-B NCIG-01 R2 (VWAC) Visual Weld Acceptance Criteria. 6 1 'd. 3 1-C ECE-DC-24 As-Built Package Preparation. Nd 1-D ECE-AD-4 Control of Engineering Do'cuments. c;3 .h 1-E CP-QP-18.0 Reporting Construction Deficiencies. [bl PJ .7 1-F TE-TD-EB-010 Cable Tray Engineering Walkdown. Mj ihI 1-0 BCE-DC-21 Preparation and Review of Field Design ti.! Changes. j. 2.0 GENERAL
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i.h 2.1 PURPOSE AND SCOPE ..* a .sg ,i.!.! 2.1.1 Purpose !:ih 4:] The purpose of this procedure is to describe the y/,4 responsibilities and tasks of the group responsible for the
- j performance of the As-Built Verification of attachments to the d.1 main structural framework in the Cable Spread Room which support
..{ Unit 1 designated cable trays. i.) 2.1.2 Scope . ;. )' The scope of this procedure includes:
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A. As-Builting attachments to the main structural framework in .) the Cable Spread Room which Support Unit 1 designated cable 4 [ trays to cireate a " Redline As-Built" drawing. r. 6
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TI-FVM-CS-036. REV. 0 .[ FEBRUARY 2, 1987 ,;.{y PAGE 2 J .4 B. Identification of particular attributes of individual CTH's j b]- that require rework. 3 2.2 RESPONSIBILITIES ',) .3 ,7i TUGCO has delegated overall program responsibility to the EBASCO c} Engineering Manager. The EBASCO Engineering Manager has 1 delegated the responsibility for the implementation of the j program described by this procedure to the IBASCO Unit 1 CTH - 01 Program Manager..
- m' j Where specific individuals are designated by title in this
.i procedure, it shall be understood that they may delegate a ',]4 designee to act in that capacity. ~] 2.3 ABBREVIATIONS.AND ACRONYMS i Arrow Side AS Bevel Washer B Computer Aided Drafting l CAD Construction Deficiency Report CDR 'j CTH Cable Tray Hanger ~ ~,] Document Control Center DCC Design Verification Group DVG j IBASCO New York ENY ..'3 j F Flat Washer Full Length'(Weld) 'lf'% FL Field Work Point FWP .[ G&R Gibbs and Hill Inaccessible G IA IW' Indeterminate Weld
- M NA Not Applicable
- f Non-Nuclear Safety NNS b
O&E "For Office and Engineering Use On1F" i '] 08 Other Side 1 61 RAB Redline As-Built i.* Main Structural Framework in the Cable Spread Roon l,.n; SRF l J '" TL Thermolag I( Thernoblanket TB TUGCO Engineering i TE I-l
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4 TUGCO INGINEERING I TE-FVM-CS-03$, RIV. 0 FEBRUARY 2, 1987 PAGE 3 .n ,..4 .i ^
- <j 2.4 DEFINITIONS
.i .3 " Redline As-Built" - in the context of this procedure
- . 1 I.1 this is a field generated drawing r!
reflecting the as-installed fj condition of certain specified attributes of a CTH or cable
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"Walkdown Engineer" - individisals approved to ' perform, ooordinate, check and document i field verification and/or j m'odification activities.
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.' l "O&E Stamped" indicates a document which is l } issued for " Office and !( Engineering Use Only". l " Inaccessible" - attributes which cannot'be measured without physical removal '3 of any portion of the support, tray or' fire protection cover, a ,l and/or relocation of r.djacent l j hardware. This also includes ll attributes which cannot be l j. defined because of. damage, j,.) illegible marking, and/or paint. i j .1 " Conventional Means 1. Tape Measure i'I of Measurement" 2. Folding Rule .J} 3. 8" Steel Scale 4. Feeler Gage i "( 8. Fillet Weld Gage D]j 8. Torpedo Level 7. Mirror .i 8. Skew-Tee Fillet Weld Gage l.i ~ ,.} NOTE: This list is not meant to be all inclusive. 1( i.l l'hh ,....l . 3,I $. T L W S 5 5 M : 55lT,1Us&rQ%ThWSUM2 *.'!1ITs*?O'*9.GMWI? ~
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. 'Ji U TUGCO ENGINEERING TE-FVM-CS-036, REV. 0 FEBRUARY 2, 1987 1 Si PAGE-4 .b \\ Yi 2.5 DOCUMENTS '4'. '.,3 Engineering documents consist of: I , I.i A. Brown & Root drawing FSM-0159.
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] B. Gibbs & Hill drawing CSR-01, SH. 1-81. .3 3 C. Other documents defined herein. -i 1. + J.! 3.0 CTH AS-BUILT WALIDOWN
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.4 j The attachments to the main structural framework in the Cable '} Spread Room to be as-built under this procedure are of two ,.)f types: 't v 1. Cable tray clamps which are bolted or welded to the main k structural framework and support Unit 1 cable trays. j 2. Miscellaneous structural members which~are attached to the main structural framework and support Unit 1 cable trays.
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3 Hereinafter, the term "CTH" will be used to indicate attachments ',l of,either type. In addition, the term "CTH drawing" will be i -} used to indicate either: ~ q. l$ 1. A CAD-generated cable' tray clamp detail which will be l..; j redlined by the walkdown engineer, or: t l. '$ ..q 1' 2. A field generated redline sketch of miscellaneous L c. ! structural attachments as described above. l1 l :,{ i t {$! 1 L., u l( i ? I J
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85 3.1 PREPARATION FOR WALEDOWN f,' ) A. The Walkdown Group Supervisor shall prepare a work package '.,d . Jj for each attachment to the main structural framework in the L.It ', Cable Spread Room (SRF) which supports Unit I designated ,h'j Cable Trays. The work package skull consist of (as applicable). 23 . Q, 1. A CAD-generated clamp detail for attachments of the l.f first type as. described in Section 3.0. l ..Ti "'j) it 2. Blank sheets (11x17) to be used for detailing miscellaneous structural attachments described in 2.j Section 3.0.
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An uncontrolled copy of the appropriate FSE-0159 s k'" drawing. './I 4. A CDR form for documenting deficiencies as defined in 4[ Section 6.0. a B. The Walkdown Group Supervisor and Weld As-Built Group ] Supervisor shall initiate and coordinate the as-built 3 walkdown of the CTH by the as-built walkdown teams.
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The Walkdown Group Supervisor and Weld As-Built Group < ij Supervisor shall maintain on file a list of individu'ls a 11 approved to coordinate and document as-builting activities ] in accordance with this procedure,
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D. The Walkdown Group Supervisor shall maintaia a los of any
- j unique cable tray hanger numbers assigned during the
.:3 implementation of this procedure (Reference paragraph 3.2.1).
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TUCCO ENGINEERING I TI-FVM-CS-036, REV. 0 (f,Q FEBRUARY 2, 1987 PAGE 6 8 -.!A' 3.2 CTH VERIFICATION ATTRIBUTES 3 f.' A. The following attributes shall be redlined (per paragraph l "f$ 5.0) by the Walkdown Engineers on the redline as built n:4 .] drawing. 1. When the CTH-1-XYYY drawing is completed by the Walkdown }j Rnsineers, they shall show any me.abers of the SRF with l] dotted lines. The clamps / hardware and any supplementary ' ' j} steel will be shown in solid detail. The CTH-1-IIII designation will correspond to the sheet number of the 'j FSE-0159. Any cable tray hangers attaching to the SRF
- l that do not.have a corresponding FSI-0159 drawing will
, 'lj be assigned a number from the cable tray hanger., map j %.a drawings or assigned a unique identifier by the, Walkdown . Group Supervisor. .( 2. CTH location plan showing the following: 1 m. CTH configuration. ,,t J b. Architectural room number. .)' i c. Floor elevation. O. .? d. North arrow. .1, .l Manger location (relative to column lines and/or e. ~ Mj other main plant reference points). .g NOTE: Where the CTH is a cable tray clamp, the hanger s location shall be the location of' the member of d.3 the SRF to which the alsap is attached. This location shall be the as-built location as shown
- -j on the appropriate sheet of the Gibbs & Hill CSR-
.ij 01 drawing. 'j 3. All structural member shapes and nominal sizes shall be $j as indicated per standard designation-(ATSC 7th Ed.) . $j (See Attachment F).
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. i,' e 1;. .? TUGCO ENGINEERING "( TE-FVM-CS-036, REV. O Y./] FEBRUARY 2, 1987 PAGE 7 17l NOTE: If a borderline case exists in identifying the 'd member, then the next lighter shape from AISC 7th .? edition is to be assigned for conservatism rather than detailing the section. -] 4. Dimension, including addition of required dimensions. _. s 'h .1, 5. Indicate the extent of TL/TB per Attachment D. .l 6.. Member Connection Details (Connection to support ^ 1 member).
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,3 .s NOTE: Measurements taken in conjunction with this ..j verification shall utilize the appropriate .) devices as defined in Paragraph 2.4. .ui A. Welds- .{.a-F. 1. Welding shall be verified for quantitive '] attributes as listed below without paint f.' removed. ? . -l a. Type of weld (fillet, flare bevel, groove, -1 etc. 1) i;) b. Configuration (two sides, all around, etc.) ~
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o. Wald length (to be measured) I.4'j 1. All weld lengths other than full length -3 shall have a weld length spec'ified.
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d. Weld size (to be measured)
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f NOTE: Weld size includes leg and/or throat 'j measurement. .' l e. Location
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'I ~ TUGCO ENGINEERING l 1 TE-FVM-CS-036, REV. O FEBRUARY 2, 1987 I4 PAGE 8 Jhv g i}. \\ .;i-{ h;' 2. The following acceptance criteria will be used 3 \\ l
- 3. 5, to verify welds:
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.. <J.[ ' .(- -a. Measurement Units 5.] 'A The table below identifies the smallest - ?j measurement units the as-built walkdown
- 5 engineer will use when as-builting the
'h listed weld attributes. When measuring and &t recording dimensions of'the weld attributes .zj listed in the table below, these dimensions j shall be rounded off downward to the nearest c:,) significant unit. kh 7 Smallest I k Wald Measurement Attribute Unit ' I! (Significant .,j Unit - Inches) '..c N5 Fillet Weld Size 1/16 9 Weld Length 1/8 '] Weld Location - f.j (For Stitch Weld) 1/8 y b. A fillet weld shall be permitted to be less d{l than the size specified by 1/16 inch for 1/4 (255) the length of the weld. 4a '}J ~ c. The length and location of welds shall be as j specified on the detail drawing. '.* 9 '.k h '.9 n 1 1 c..a '.;y)
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t l 't 4 TUGCO ENGINEERING ' ~ " ~f TE-FVM-CS-036, REV. 0 J FEBRUARY 2, 1987 h,,. PAGE 9 . e.g .h i d. Full penetration and partial penetration
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welds will have the actual length as-built
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and in addition the weld throat thickness will_be indicated in parentheses as one half ,f( [.] the beveled member (s). thickness. (This is a for-information-to the DVG and not to denote ,jh} the effective throat thickness.) n il NOTE: A broken arrow shall not be used. k jl 3. If the length or size of the weld as shown on [] the drawing is incorrect, i.e. it is outside the .4 . tolerances specified in b. above,.then the incorrect dimensions shown on the drawing shall .'] be corrected by drawing a red line through them 'j and writing the correct dimension in red ink above or near it. For fillet weld sise, both less shall be saged when possible. When only one les of a fillet weld can be saged, the size shall be recorded in the welding symbol with an ~l.i (I) and an arrow indicating the member on which I the saged les rests. h ] 4. Each weld joint will be assigned its own unique j weld, number (numeric or numeric-alpha) to j provide, independent traceability. Weld segments ?, which are inaccessible, of varying sizes, or 'ei which have multiple segments,-do not require 1 individual joint numbers if the weld can be ',4 denoted by a weld symbol for arrow side and -i other side.- 4 1 5 5. If a weld is not in the correct location or 4 cl welds exist that are not shown on the FSE-0159 4a s.) or CTH-1-IIII drawing,'the welding symbols shall- 'j be altered or drawn with red ink to depict where i 91 welds actual 17' exist. A weld joint number will ' hl be assigned if a weld exists at a location which .j does not have a weld joint number assigned. 4 l 4
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w-i.1 TUGC0 ENGINEERING TE-FVM-CS-036, REV. O U FEBRUARY 2, 1987 5 PAGE 10 n,.)) ~ 6. A visually accessible weld will alao be dentified as "IA" (Inaccessible) if there is N1 insufficient base member existing to rest the M..- 1 welding gage on to assure an accurate ' Yj measurement. g . :.G 7. For welds on structural members, when the )$), connecting member does not totally span the d.1 member it's welded to, or the seabers are not k.! welded on 90 degree angles relative to each ' 5$ other,- (i.e.. angle braces, etc), the actual gj' weld length shall be-entered on the weld symbol. j Any weld length shall be entered on the weld ':2 symbol. Any weld length shown as a minimum will I :[ .be._ lined _out.and the actual weld length i ~ ,II recorded. ll 8. Square weld symbols will be used to identify g'- splice weld connections of structural members t1. and apparent seal welds of two structural bd members which exhibit no bevel or end preparation for welding at the time ~of as- '} builting. These welds will be design.ated as d "N.N.S." in the tail of. square weld symbol, j after the weld joint number. A dimensi'on shall ~,] be recorded to-locate splice welds. 4 <-j 9. For tack welds (fillet welds less than 1/2" in ~ .,2 length) a note'shall be added to the drawing .*a3 stating the following; ..g 7.,Jj " Tack welds are.NNS and'QC shall inspect for i 7.) base metal damage only" k!f A reference mark and'an arrow shall be drawn on h the redline drawing to show the approximate ,i]k location of the tack weld. [ h) le 10. Skewed-Tee weld joints shall be sketched on the as-built drawing. The weld les dimensions and ~ 1 obtuse angle shall be shown. (The degree of ansie shall not be-QC verified.) l ;,s a i.<4 a %) 3 - [",b.TkTNQ.YJk):o.M.~;:*U.Un*:.43%!s& M,b%YSE.&%MeWHwa.tG.AWAOlbMIE+MTrMS%Wi"*KW .-.~
....n .;4 '!b '4 TUGCO ENGINEERING .\\ ~ TI-FVM-CS-036, REV. 0 1) FEBRUARY 2, 1987 =;j 5: PAGE 11 0-) 11. Fillet welds / weld leg dimensions which are less ..,.h than 1/8" in size shall be recorded as "IW". Q 12. When ther,e is a 1/16"- or greater gap that '] separates two components that are joined by a
- .y wald, the weld size and gap size shall be
.,3); recorded. f %1 The gap shall be recorded in the tail of the .[.j welding symbol after the weld joint number and ,' 7'; it shall also be noted whether the gap is on the .ij arrow side or other side, when applicable. . d... 13. When as-builting welds that are partially "IA", 4 a note shall be added to the drawing stating the f fj weld joint number and length of gageable, ej measurable weld. Also specify weld location by 'c' noting arrow side or other side when applicable. ]: B. Bolts Id;/ ~.j 1. Miscellaneous Structural Attachments to SRF: 1 m. Size .I b. Quantity ',] c. Type 'a Nj d. Spacing G:3.ij e. Looseness (by hand without wrench) Wh! f. Projection 1 kj 2. Cable Tray Clamp to SRP , E,)i m. Size d b. Bolt material (A307, A325, etc.) . ut .l c. Existence of flat or bevel washers at nating surface to structural steel .y v.* 'Fj d. Looseness (by hand without wrench) ? 4-lj e. Dimensions (as shown on clamp detail) i f. If gaps shown in Attachment A are ex'ceeded,
- A record on CDR A* )
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p. W TUGCO'INGINEERING !' 4 TE-FVM-CS-036. REV. 0 FEBRUARY 2,.1987 (j PAGE 12 !J n 9 3. Cable Tray clamp to Cable Tray Y) D a. Size .;j J.j. b. Quantity .4 c. Dimensions (as shown on clamp detaill N:j f.'j If gaps shown in Attachment A are exceeded, d. M-anii/or if' washer plate called for'in clamp [ detail is not present, record on CDR. ? E ".. %) 7. Bolt Holes d2 <l The existence of unused bolt-holes in structural steel 34j members of CTH's shall be documented on a.CDR for the following conditions: -$w) A. Unused holes greater than 3/4-inch diameter. y fd, l
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B. Used or Unused holes spaced 2 inches or less from a i:c}. bolt or an unused hole measured center to center. ..f .3 C. Two holes (used or unused) located in the same cross-sectional plane (Attachment ~B). A cross- ,..t;.-] section is a section norcal to the longitudinal axis ,3j of the member.
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. 0$ 'd 8. Tray Cimaps \\]n All infairmation listed on the applicable CTH-1-XXXX A. ,,] red-line as-built shall be.trified utilizing'the
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J red line process. (See Attachment H).
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3 1. Any tray clamp utilized in the field but not shown on Attachment A shall have its dimensions v. ,"jd comparable to the I, Y, G and T dimensions per Attachment A detailed by the walkdown engineer. l,b - - .x ?.~.;.
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.. m... m a ;.__ ; y' c 1 TUGCO ENGINEERING TI-FVM-CS-036, REV. 0 1 FEBRUARY 2, 1987 P PAGE 13 't; f.f, 2. Any. required dimension or attribute of a clamp l.N which is inaccessible shall be identified as 7 "IA" on the drawing. La P' : Si 3. Where a required attribute or dimension of a -lJ[ clamp cannot be verified due to'the presence of a metal cover on the tray (i.e. clamp gap), the .lj tray cover shall be indicated on'the clamp G5 j'j detail, and the inaccessible area clouded with the notation "IA". '() 4] 4. Bolt information for tray' clamps shall be T-provided in accordance with paragraph n 3.2.B.2 & .3. .C 'd B. Welding gj .I 1. Weld size. type, length, location and 33 orientation (Reference paragraph 3.2.A.6A). 3 +x ~1 .vf if 2, Plata or angle size as applicable and as 1.h indicated on the clamp detail of the CTH i drawing. .f .Y ' S-3. Lettered dimension Y as indicated on the clamp detail of the CTH drawing. 3)d 4. If gaps shown on Attachment A are exceeded, record the existing conditions on a CDR. y 9. Cable Trays 2N A. Location on SRF member or CTH.
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' :q Br. tent of TL/TB around the tray (see Attachment D). f B. f 2 C. If gaps between the cable tray and the supporting member and/or top of the clamp exceed those shown on J; 4).. Attachment A, then record the condition on a CDR. .k, D. Span lengths to adjacent CTH on.each side of the CTH' O shall be shown by adding a sketch to the redline
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drawing. This sketch shall also provide the following: j,..,1 .S
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Q',, .1 ~ i.o 9 -. g 9 -( TUGCO ENGINEERING TE-FVM-CS-036. REV. 0 FEBRUARY-2, 1987 i;g PAGE 14 Jth . :-) M 7].j 1. Configuration of the tray between CTH's. R.i j; 2.. Tray size (record as "WxD"). 1 4 )kl 3.- Trny sogne.at numbers. 41 [f 10. Additional attachments to CTH (Note: 1/2 inch diameter "fj. grounding cable and fire sensor wires shall not.b'e k verified.) .-g if ]Y -4 A.- Type (e.g. conduit, pipe, etc.) B. S'ize (for nominal conduit sizes'see Reference 'i Attachment G).
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~ j C. Support number (if applicable).
- .y'g D.
Span length to next support on each side of the /j point of attachment to the CTH. ' 'i } 11. Elevation of the CTH at SRF attachment point shall be indicated on the redline drawing. This elevation shall be as shown on the applicable GH CSR-01 drawing. i 12. Deficiencies shall be identified and documented in 1.L accordance with Paragraph 6.0. y; 2 4.0 AS-BUILT VERIFICATION !.A < :7 4.1 MEASUREMENTS AND TOLERANCES S A. All dimensions shall be recorded to the lowest 1/16" with .' 'i.,{j the following exceptions: .,9 .q 1." Thickness of members shall be measured to 1/32 inch to \\ '9 - I establish member size. ! ';l.} l., (.;. 2. All span length and locating dimensions on the tray pian ~~. A shall be recorded to the nearest 1". 4 .'p. ..a M:24QWLiemIWkWi.G.9%:NWMYi.~MWCW.TTW^'G:M~M~~MM7tY";~h'**W"'* ~; ' l-
b 3 .O ( TUGCO ENGINEERIN.G. Vf TE-FVM-CS-036, REV. O FEBRUARY 2, 1987 fj T.f PAGE 15 u ,[L 4.2 CTH REDLINE CEECEING e '#5I .}j' - A. During the as-built walkdown, a minimum of 10% of the red- "4-line as-builts produced shall be checked by_a second 9j walkdown team for accuracy. U:.1 .s4.) 5.0 REDLINE PROCESS n ?. The following procedure shall be followed by the walkdown gj
- j engineers in redlining drawings.
(4 4 A. Correct dimensions and attributes shall-be indicated by a p'.4 check mark in green ink adjacent to the-dimension or .V attribute. E.j.!e B. Incorrect dimensions and attributes shall be indicated by q drawing a single line in red ink through them and entering 3 the correct dimension adjacent to them. Both entries shall .' '.'l be clouded together.
- ?
C. Required information not shown on the drawing shall be added ,'.f 'i by the walkdown engineers. Additional attachments'(11x171 7 shall be added, aA required. ..s 3 Jj D., Inacce'ssible dimensions and/or attributes shall have "IA" ) 3 entered adjacent to them in red ink and this entry shall be clouded. 7, ..q Supports having thermolas and/or blanket insulation shall be 'iq E. [j identified by ballooning the area that is covered and y entering a "TL" or "TB" as applicable in the ballooned area. f.l:j These entries shall be in red ink. The location of the j cii cable tray on the support, the overall width of the "TL" or "TB" covering the cable tray, the height of the tray and the }}} extent of-thermolas covering the support members are the
- flh, only dimensions required to b,e obtained and recorded
.2f (Attachment D). F. Loose Bolts - any bolts found loose. .? l ' $,. $f '.@f[iMMAWJfnGMM '{t..s{/ A&upTN d. i.J</'YDia. A*n } - -U'UD*#* N I' 'M ' ~ ~ ' "'
1.'.' 3 }{ ?&(:s \\ ' 'l t TUGC0 ENGINEERING TE-FVM-C'S-036, REY. 0
- d FEBRUARY 2, 1987 Y
PAGE-16 .' M ':.d' 3N G. Cable Tray Clamp Gaps - any gap in excess of the maximum d allowable _ gap as shown on Attachment A. .cj 7-H. Cable Tray Gaps - any gap in excess of the maximum allowable . c5I sap ss shown on Attachment A. i) .,i i 6.0 DEFICIENCIES . ~ .'j'e 6.1 DEFICIENT ATTRIBUTES 1
- p.}
The following attributes shall be identified by the walkdown - }j engineers and documented in accordance with Paragraph 6.2.. g h A. Bevel washer orientation - an'y orientation such that the thinner end of the washer is not pointing toward the web of the channel shall be noted. ".,.h ,J B. Unused concrete bolt / anchors and holes violating spacing criteria. .j .{ 1
- ~}
C. Incorrect installation of structural bolt / anchors and holes
- 3.J violating spacing criteria.
V ,2 ] D. Bolt holes in structural" steel. ,.g} E. Loose bolts
- )
[;', F. Cable tray clamp gaps - any gap in excess of the allowable yg) gap as shown in Attachment A shall be noted. ~J s G. Cable tray gaps - any gap in excess of the allowable gap as 'd! shown in Attachment A shall be noted. l ',3 6.2 DOCUMENTATION OF DEFICIENCIES
- .l l fj All deficiencies identified during the implementation of this
- *[
procedure shall be reported on a CDR in accordance with Refere1ce 1-E. < =; .h[d &nMc.m27.w57samn==m=Tmm :. :mcwmmmmmw==~~~ ~
.;,5,i ' i
- ht
(' - } "4 3 I( TUGCO ENGINEERING TE-FVM-CS-036, REV. 0 '..'i.a FEBRUARY 2, 1987
- -l:p PAGE 17
-n . g.,, 'q' *; 7.0 INTERFACE ) .A [h _ Interface shall.be in accordance with Reference 1-G.
- d 0[
8.0 EC.89.3. .. s 4 Yf:3 Copies of the completed,CTH red line as-builts shall be ) ('j transmitted to the Design Verification Group for analysis of the system and incorporation into the' calculation package. j ~Jj The originals shall be maintained by the Unit I As-Built .1 Record Control Group. _A. ~ -.'8 1 F:- d., s k.., i w . i
- .~j t-
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- i..k
~ f:.5
- s a3
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- s
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- .Tj
-..s '.ul k.5',*.~.=l EN. Vin $::r$bffbih..'O o.lQ % Set. l'.4N.CIoksi.Ba'i;i':.?5?.'i%?.*5.0,'.*U'?"MN.*M50.'~'rT ~~' ** ' T1 ' *
- e a-
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- m e.
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%j TUGCO ENGINEERING j TE-FVM-CS-036, REV. 0 FEBRUARY 2, 1987 PAGE 18 ATTACl#ENT A TRAY CLAMP DETAILS a n 4 IRREGULNt TOTAL GAP "i] l IMV4) NAX .:6 I ,,,- HOLE FOR CLMF 1 .? -I'pBOLT 3 W[CLAff 2 9/ WASHER TRAY i;: ( J 1 I f g u --V a M DETAIL e_., ,);
- 80LE FOR l*$ BOLT & WASHER i
b )- a CYPRUS OR BURNDY HUSKY e BOLT CONFIGURATION CLAMP THICKNESS ={R MAX FILLER !. y I ( OTE D FRICTION TYPE -'d CLAff i i FRICTION TYPE ') CLAff ~ ; NORMAL ASSEtBLY q ) " ;d atSEE NOTE 2)- TRAY -CAPtSEE f-N [ SHIM $. i FILLER J NOTE 134 IF REQ'D / ? PLATE i .i IF RE0'D r 1* THICK (MAX) RENA & ,j. (BOLTFOR (TW) A{GAPHAX A) IT ) 'z T AL APCTCP + BOTTote NOTTOEXCEEDl* ,.i NOTE 2: MOTE: IRREGULAR CAP IN THE REGION *a* FOR WASHER (IF RE0'01 DETAILS .1 IS BETWEN THE BOTTOM OF THE AND ORIENTATION SEE ATTACHtfMT '81 *.- i CLAtf AND THE STRUCTURAL fftSER OR SHIM.RECION'a*IS BETWEEN .THE END OF BOLT HEAD OR WASHER. IF PRESENT,AND THE VERTICAL CLM f LES, IRREGULAR CAP TYPE ' A' CLAtf
- r; SHALLBEjMAX SH 1 0F 2
..1 .u K v.'.i-)G 7M.w.,i..1 Jr..w.c, .',7 m e m m :. w w ? y a m ; w m.c c =':-
- ~:mwg&pr.T-o
~ . ~ ~ - - A. TUGCO ENGINEERING i.... - TE-FVM-CS-036, REV. 0 FEBRUARY 2, 1987 C'- i PAGE 19 t-j .. I t i ,a i ATTACHMENT ' A' ( CONT) I .f' 3} ', :s A [f 3 ^ '.I a . g { MIN. u'j TRAY TRAY ALTERNA-A L TO WLD ( g F. @ N 'i.s SUPPORTT-vaRw Olt.Y ~ o SMIM MTE TWEN TRAY 'I & SUPPORT THICK (MDO (LENGTH & TH 70 SUIT) .-i -() .'N[' d ynny ~;. y / -O-0F SUPPORY SECTION BOLT e CACE LOCATION P (CHANNEL.. ZTC TYP3 yj f1 u \\ <, p 9 j ,,v / g, o TRAT ~ "O CL M To SUIT .a f. N IMIN( WELD A FOR INFO } NOTE: ONLY OVERHANG OF ' CLAW
- FROM SUPPORT STRUCTURE IS ACCEPTA8LE AS LONG j
AS BOLT HEAD CR NUT IS WITHIN , '5 THE SUPPORT MMER. ,..i l d SHIM PLATE MAY BE FIELD 4 FABRICATED AND PAINTED l.} WITM 'GALVANOX PAINT' ~i WLDS FOR $HIM PLATE TO CTH PE.PSER ARE NON-Q WLDS AND HEED NOT BE MASURED TYPE ' A' CLAMP 3 O SH 2 0F 2 l i.'.! 3
- :q
,,/X S' t OCERG+...,sdF.W.G:W.39 EMET:7::E.W"i.S.5-:;a? ?"" Un%7.W,1g;Gnh,v.. Mr, 6 . ~.
.e ) ~ . b. TUGCO ENGINEERING .'a TE-FVM-CS-036. REV. O ,;*/,t FEBRUARY 2, 1987 i - PAGE 20 ( '.A.r , 3* 1 .ATTACHNENT A* (CONT.) .$fd ' y. 1 l.i-eM.A y t t -l9 x x -f D RD HD. TRAY ~} .BOLTSC A3073
- ~
wvAsan UvA$mR h , (j a FOR 24* & WIDER I fi.) x" i gYggIFY x M'3 e.,_ .. ( SEE ATT. 82) o ,[ = e ,(CHANNEL .{j .T.,, RECORD WELO. TYPE, f SIZE. LENGTH. LOCATION -{} NOTE: RECORD "X",*t* IF PARTIAL OR FULL-OR TS W,'H.,j AND *Y* DIPENSIONS ----- h0 name ' EQUAL TO HALF .) NEhhk .i W O k b cl. '8
- 9..,
8 M IRREGULAR GAP AT q TRAY] THIS INTERFACE (k L \\ 9 ) .4 il HEAVY DuYYN 'l: TRAY CLAff T 80T OF TRAY
- EAW TRAY i
,q TRAY CLAlf .g ='g. f s s .3 j ,' ) ' CAP =.0 ' lt HMo'
- .1
- t
.:) )-
- b 7.'i,]
TYPE 'B' HEAVY DUTY CLAW ..., } l .y
- '5 t'2 s.N,"g.'..Y.b'Eh A s' *.* h !i NL'.':
. $-? Y'**
- '.$h5. '.
$1'$t$h Y b~Y. s*E~ A U~?' ? W"'**'^~%'
r.- TUGCO ENGINEERING ,,. }. TE-FVM-CS-036. REV. 0 , l3 ' 3 FEBRUARY 2, 1987 E4 PAGE 21 .( --0 5 ?#1 AT.TACHMENT ' A' ( CONT) ~.t! [uAv SUPPORT 3lI
- A ***
I' ?I' ll f *"=
- J g
= c %] ~, A =
- a EA ggngn EL M M y.14 MIN
. VIEW A-A ...9 SuCv wto hI nnSION .HOTE ~ .'/:' IF DIFFERENT,FROM ABOVE hsLDED CLIP IF THK PLATE IS USED 9{ g CL SHOULD STILL BE . -it IDENTIFIED AS A TYPE *C' .gd h OH TIE DRAWING BUT A -d NOTE SHOULD BE ADDED st
- {THE PLATE USED*
. :.1 .js - { PLATE / SHIM E IF RE0'D V = 1 BOLTED CLIP I* THICK (MAX)- (LENGTH & T = = .{ VIDTH TO LTRAY j E HOLE FOR j'(80LT SUIT) j 1ij ( A-307 HIN) T lF(RAY CLAf REF 0 6 ?j SHIM (FILI.ER PLATE) Ot +}.4 ) l 070) 1 IF REQ'D /j HOLE FOR l'% BOLT & WASHER SUPPORT M,e 7 6 _ y! TOTAL IRRECULAR-FILLER ')1\\ GAP BETWEEN CLAPf-HOLE AS IN CLAlf[ PLATE h. TRAY AND TRAY SHIM IF REQ'D [d SHALLNOTEX'CEED{ l 4 '-:1 c BOLT d MAX FILLER R 9 THICKNESSi{' NOTE: ' pT SHIH PLATE MAY BE FIELD FA8RICATED AND PAINTED j WITH *CALVAN0X PAINT *. .lj WELDS FOR SHIH PLATE TO CTH PE!SER ARE i ,jg NON-Q WELDS AND NEED NOT BE M ASURED. 4 i TYPE ' C' CLAN' BOLTED OR WELDED SH 1 OF 2 B 1, .n I'T) .3' ' 'yi & m.!.wi.n~m; a :..,d:5k~-~. W.M WiM M W K M M W F M * * " *
' f),.. TUGCO; ENGINEERING
- [l TE-FVM-CS-036, REV. O
~ "j FEBRUARY 2, 1987 . i, PAGE 22- .(O arracaneur a < cour j n 4 i x l MIN %j / RTERNA E .j g 7jmN TT3 WLD Q) ?j '[! TRAY J CLAPP
- j. 5 -
TO SUIT TRAY ..) A x -i /s / / Y f b b >/ 1. 3 .m i
- /!.}
'.f AkE /ndELO @NON O NEED TNOT BE M ASURED gr CUT FROM STANDARD i -.i TRANSVERSE TYPE TRAY CLAPP CLApp TRAY SUPPORT i \\ M,/ T ,v / a ..f x / a ~
- f. / *
\\ ' -1 a ?y j 9 // i ?) / / g
- g j
r O TRAY f 73 ' 75 NOTE: .Jj OVERHANG OF
- CLAlf' FROM SUPPORT hj STRUCTURE ~IS ACCEPTABLE AS LONG l
AS BOLT NEAD OR NUT IS WITHIN . A THE SUPPORT EteER. M FOR WASHER (IF REQ'D) DETAILS l f4 AND CRIENTATION SEE ATTACHENT 51 1 i TYPE ' C' CLAMP h SH 2 OF 2 4 a. e",6
- 4 1
.",79%...q. ::~."'..' g;u:Q]?.;&Q?lfM?q]4;;9lkdsIQW,%GQ,#S Gi3175&iV5.9.4l WF:i:G' tY
i TUGCO ENGINEERING ' :[ - TE-FVH-CS-036, REY. O
- [j-FEBRUARY 2, 1987 PAGE 23
( 'O J
- f.!
ATTACHMENT 'A' ( CONT. ) .m
- t
.t. x TRAY x .x a . ") A, { d Vast 1ER R. .1 8 FOR 24' & WIDER 2 f ) RD DE) , '[l{ M x 80LTS( A30T) u. W/ WASHER .:e , * - i. tSEE ATT 82) .h,,* lf BOLT t A-325 MIN) = j (CHANNEL -[5lNER y a d lk ~ ~ W NOTES RECORD *X*,*G*,'Y' 3 AND ANGLE DIffNSIONS -j SECTION SECTION dL-4 TRAY 9 IRREGLA.AR CAP AT l ,L THIS INTERFACE i l'tMA30 ~ HEAVY D TRAY CLAPP SOT OF TRAY HEAVY DUTY TRAY
- l}
A TRAY CLAffJ o e i(max) CAP TRAY NOTES: .]
- 1. OVERHANG OF CLAff FROM SUPPORT STRUCTURE IS ACCEPTABLE AS LONO AS 1--80LT THRU SUPT e
? BOLT HEAD OR NUT IS WITHIN 'i TE STRUCTURE te eER. 1
- 2. SHIM PLATE MAY BE FIELD O t --{
- f)-
[ SHIM P.1* THICK ( MAX) tCUT To suit) FABRICATED AND PAINTED
- )
VITH GALVAN 0X PAINT. i
- 3. IRREGut.AR GAP BETWEEN
- 0 To j 'j SHIM PLATE / TRAY CLAPP AND SHIM P ATE / STRUCTURAL DEMER NOT TO EXCEED ' EACH. I
- 4. FOR WASHER (IF REQ'DI DETAIL
."{, AND CRIENTATION SEE ATT '81". TYPE ' D' HEAVY DUTY CLAff'
- b.
~ i e', =. u, mmamwrammemuwnmzeummmw=u=w~ w-
Cishuksime m u-u a E ~ TUGCO ENGINEERING TE-FVM-CS-036, REV. 0 ll FEBRUARY 2, 1987 - '3 PAGE 24 A A Fj 3 j ATTACHtfNT ' A' ( CONT. ) 3,.
- j-3-
fai dis 3 MAT X ?.' ( A30T) ER i WyASH -1 6F q g -X(NOTE i) i =l lb XCNOTE 1>- " _ d.= L.._ _ _ ' 7"TE 1) ~ I i g. CnANNEL OR TS w i ,j IXLNOTE 11 s, '2'j CHANNEL OR TS
- ]
RECORD WELD TYPE. LOCATION. SIZE. LENGTH. J.,, .4id WELD / REVEL. IF USED. CAN BE EITHER SIDE RECORO X,t AND Y DItfMSIONS. i 0F PLATE. FILLET WELD IS ~ ACCEPTABLE IF NO SEVEL IS'PRESENT. FOR PARTIAL PENETRATION OR FULL PENETRATION WELD. i:j r1; RECORD THAT THICKNESS AS (t/23. IRREGULAR GAP
- 1
~AT THIS INTERFACE { (MAX 3. HEAVY DUTY-- i [ ..[ TRAY TRAY HEAVY DUTY-- .j W AY CL W '1 TRAY CL M l B0T OF TRAY
- i.. _.
/~ L._. r.j CAP .c l t MAX) 3;
- .,1 NOTE
- 1. IfASURE H0LE CLOSEST TO EDGES'ONLY.
1
- 2. FOR WASHER (IF REQ' 01 DETAILS AND ORIENTATION REFER To ATT.*81".
,.]
- .)
a .d TYPE
- E' CLAMP
.d AT TRAY SPLICE f WELDED TO-SUPPORT ~. g4 .J .t1 ..y l. ..auwmizamn.s.w.ax?mmuramw.tr.ry*wan:.mnw m.u=wmr:c ' W,
l(a:[) l ' /, TUGCO ENGINEERING l ;4 l TE-FVM-CS-036, REV. 0 FEBRUARY 2, 1987 l ~ ~ ' PAGE 25 I i .ib M? r i.$ ' ATTACHtfMT
- A' ( CONT. )
,.NN X
- /.3
- ANGLE, 8
1 RECORD DIENSIONS TRAY XC NOTE 1)-- -X(NOTE 1) 93< TX(NOTE 11 la -lE-- x 1 i p, ' 1 IXCNOTE il ..j.j { t____. TS 1 R l 4! VN g .;j
- s 1 - "l RECORD X AND Y DIENSIONS.
rec 0RD G AND ANGLE DIENSIONS.
- tii 2
TRAY "RREGULAR CAP AT " 4IS INTERFACE TRAY g 1I I HEAVY OUTY % P-Bf P TRAY TRAY CLA W -- -[ o C -] l -80LT THRU l SUPT , GAP I I SHIM R.1
- i j(max 3 THICK (MAX) j 0(d.+{}
CUT TO SUIT Ej NOTE: = = 0 70 } 0.]
- 1. MASURE HOLE CLOSEST TO EDGES ONLY.
- 2. OVERHANG OF CLA W.FROM SUPPORT STRUCTURE IS ACCEPTABLE i'),
50 LONG AS 80LT HEAD OR NUT IS VITHIN THE SUPPORT MieER.
- i
- 3. SHIM PLATE MAT 8E FIELO FABRICATED AND PAINTED WITH " GALVAN 0X PAINT'.
i l
- 4. IRREGULAR GAP BETWEEN SHIM-ANGLE / SHIM-STRUCTURAL MtBER SH%L NOT
! j) EXCEED i EACH. ~ yj
- 5. FOR WASHER (IF RE0'01,0ETAILS AN0 0RIENTATION REFER TO ATT. *81'.
l -l ., Nu 3 q TYPE ' F' CL AMP 13 AT TRAY SPLICE ',' d ( BOLTED TO SUPP) 4 ' 'l.4
- muwaaxwamauwwcawwwwwwwmnz:wnnzww.mmm
- h TUGCO ENGINEERING
- O TE-FVM-CS-036, REV. 0 N
FEBRUARY.2, 1987 / PAGE 26 p\\.
- y.
ATTACHtfNT 'A' ( CONT.) s E 9 TRAY g M. ..* (TYP3 CAP 2 te fj .e (TYP6, BOTTOM 3, j RECORD WELD TYPE, 0F TRAY l. gap y SIZE. LOCATION ETC. f i ' c.Il SUPPORT = = GAP V -= -CAP U ,,.-l GAPCU+V3 MAX. i GAPt 2+W1 MAX ( TYPICE) .l FOR PARTIAL PENETRATION OR '. 4 FLLL PENETRATION WELD.*SHOW $4 Tiet0AT THICKNESS ASCts/s) ~. X EDGE OF TRAY CL.APPC SEE TRAY /",., DET A ALSol
- .1,
- )
'I.'. ~i J / / CLAP 99 ON TWO SIDES OF i .i / TRAY NEED NOT BE IDENTICAL -i / J Y- / } 'l O /
- I l'
i DETAIL &__ PLAN ,i i .q-] THIS DETAIL MAY BE USED WHERE TRAY SENDS. l RECORO Y,X DIPENSIONS IF REQUIRED. THE VERTICAL PLATE MAY BE j v' BENT 70 FIT THE CURVATURE OF TRAY. TCP
- j HORIZONTAL PLATE MAY ALSO BE CUT To gr MATCH TRAY.
.s, . ~. TYPE ' G' CLAMP e) y ..a r, e I
TUGCO ENGINEERING TE-FVM-CS-036, REV. O q E.j FEBRUARY 2, 1987 is PAGE 27 i 33 bg4 ATTACHPENT ' A' ( CONT.1 al f! k' N f r TRAY M TE 1) A .v/ WASHER X(NOTE 1L e ik bd a q F X(NOTE 11 A A A A l XXZZ u 3 X(NOTE 1) vvvv .y 3]h OR TS - kOW N
- -4 0
1 l .n ' '!i) 1'l 1.tfASURE NOLES CLOSEST TO.EDCES.0NLY.
- 2. RECORD ON CTH OWG T M X ABS Y DIPfMSIONS.
3.FOR WASHER (IF REQ'Of DEiAILS AND ORIENTATION SEE ATT S1.
- j
? -j _MRREGULAR GAP AT 's "HIS INTERFACE /d d (max) .g 1.2 TRAY TRAY
- .1
..j H MEAVY DUTY HEAVY )UTY s] T,tAY CLAff l-TRAY C. APP l !g:; u._.. i. h,.i ~ -- CAR .l FMAx) >M (CHANNELORTS (CHANNELORTS lj 'S 1; TYPE 'H' CLAMP [ ( AT TRAY SPLICE WELDED TO SUPPORT) .i o b., ' ((A kwaa.uww,ama:xmreaw.wmimmi.;n;wswwamTmvwwwwv.vMwn
~l TUGCO ENGINEERING l .~f. ,q? TE-FVM-CS-036. REV. O i -J.h FEBRUARY 2, 1987 PAGE 28 .t, lk.:) c.g ATTACHMENT 'A' ( CONT. ) 4 kh ANGLE X ,f RO 0 T(A3073 = .] . W1.ASHER TRAY BOLT llj E,. 1 ( A-3071
- s WASHER k W/ WASHER E!
RECORO ANGLE d-[ TRAY 24 m 7j ' t.d-( AND UP VERIFY ij DIENSIONS PRESENCE (SEE x t: u._.. ATT 823 . 9., .-- X .. :.1 .tj .; 4 1 1 Y HAhhEL OR TS
- 5!
CHANNEL OR'TS p.I t M; FOR WASHER (IF RE003 DETAILS RECORD
- X' AND ' Y' DIMNSIONS.
AND ORIENTATION SEE ATTACHMNT '81*. SHOW WELO DETAILS ON CTH DRAWING (TYPE SIZE. LOCATION. LENGTH 3 RRfGULAR GAP AT 1 "HIS INTERFACE l .j { ( HAX) j TRAY TRAv s HEAVY DUTY HEAVY )UTY' .1, l'._.. l ..g TRAY CLAff TRAY C.Aff l u u._. i .AP 4 ii ic Maxi n .)
- d CHANNEL oR TS CHANNEL OR TS w
,:] ,n m n TYPE ' J' CLAMP ( WELDED T0 SUPPORT) }.!! .7j
- .9
< n+a.,u,. a mnm-:m. a w.v:17m7.mcrc:rs:.wL,,+.w;sms.w.wwmmnkw wn mcm
li TUGCO ENGINEERING TE-FVM-CS-036, REV. O ' I' FEBRUARY 2, 1987 PAGE 29 bo , 3, ATTACHMENT 'A' (CONT.) 9- .,.i t 4 $RD f"' f8 l]jb "O,,8 X(NOTE D ,X,,J(,,!!gTE 1) t b t X(NOTE 1:
- .l II II X
ai X(NOTE AT .ij m ' f. h OR TS YA 5 , bl RECORD WELD DIPENSIONS. LOCATION. TYPE ON THE i'. CTH DWG. WELD /SEVEL IF 'H-USED CAN BE EITHER SIDE 'Mi 0F PLATE. FILLET. WELD IS .i ACCEPTABLE IF NO BEVEL 1 IS PRESENT.FOR PARTIAL OR FULL PEN WELD SHOW ,) THROAT THICKNESS AS (T/2) 1.IfASURE HOLES CLOSEST TO EDCES ONLY.
- 2. RECORD ON CTH DWG THE X.T AND Y DIffMSIONS.
fj 3.FOR VASHER(IF' REQ'D) DETAILS AND ORIENTATION SEE ATT 81.
- RREGULAR GAP AT
.][ 'HIS INTERFACE } (NAX) -.{ '.:.;i TRAY TRAY s ,.j' HEAVY DUTY _ ,,} HEAVY DUTY TRAY CLAff j TRAY CLAlf ] 2 , s-.
- o
.) CAP 4 f(Max) sj (CHANNELORTS (CHANNELORTS i 1)' .. I' M f. TYPE ' K' CLAMP ( AT TRAY SPLICE WELDED TO SUPPORT). \\ 4 'i lT' . N 5.TF.+,g..mNETKC'W7F~T7,T."715sNWWMFfW%wh4W'dum.dNN'NUMMN"
- TL'GCO ENGINEERING TE-FVM-CS-036, REV. 0
- h FEBRUARY 2, 1987 i.!R PAGE 30 f
sr] 1J ATTACHENT 'A' (. CONT) i "' r %p x T. g TRAY 3f. WASHER PLATE 1.l1 ,x h p k NCE l g ,'!G w x CHANNEL (SEE ATTACH 82 [ x J
- w-,
e m >s
- l*pBoLT o
-jId C (RDM RECORD ANtTLE l ! IINASHER !l t A307) DIM NSIONS l tA-325 MIN) WSTD WASHER g 'M.4 .g. RECORD 'X*, 'G' AND 'Y' DIMNSIONS
- .2 I
TRAY .,g7 .M l - IRREGULAR GAP ?.! HEAVY DUTY ; 47 THIS INTERFACE TRAY CLAff 80T OF TRAY g ( MA10 jj, I HEAVY DUTY i TRAY CLAff hf i;.;, CAP l_ TRAY ':,j (Max) e if_ a -J ,9 TRAY l l NOTES: 'i l;,,,,.
- 1. FOR WASHER (IF REQ'D) DETAILS AND ORIENTATION SEE ATT.
'81.
- l
,y l
- 2. OVERHANG OF CLAtf FROM SUPPORT c/J'
.J BRT THRU l STRUCTURE IS ACCEPTABLE AS LONG '.2 WT AS BOLT HEAD OR NUT IS WITHIN l SHIM R.1 THICK THE SUPPORT ff.MER. .3. SHIM PLATE MAY SE FIELD ~d ( MAX 3 p CUT To $U T FA8RICATED AND C0ATED WITH i CALVANOX PAINT. d -s l. 'iI L IRREGULAR CAP BETWEEN SHIH .' 7 PLATE / TRAY CLAtf AND STRUCTURAL if MPSER NOT TO EXCEED g EACH. lQ x. n. 3. . z, ~ ~,1 TYPE 'L' CLAPP t ( BOLTED TO SUPPORT) e g k. l \\
- s
..W _ 'Tul.?2. 46.&k..?gM;'jfMg(nC4it,M,FO A598UED,WQM S4W8.7M'~,;,7// er v :; j m.
- M TUGCO ENGINEERING Q
TE-FVM-CS-036, REV. O j,i FEBRUARY 2, 1987 j'" PAGE 31 ATTACHMENT,'A' ( CONT. ) ) { WASHER P.FOR 24 INCH & UP TRAY 9 RECORO ANCLE f.! DIMMSIONS VERIFY PRESENCE I. (SEE ATTACHMENT B21 v IS 4 X-g 15j . f-- TRAY g 3:, 3- _ x_ <>ct h,.
- 8I7 h
- I a l j.f
-.-$ 2d* p ROHO p, -.. %- --x h C C x SOLTS ( A30T) ~ .I C m W/ WASHER w\\ }?;
- C
.:{ Y ~ '.i.] RECORD X,Y AND G DIENSIONS X -;q BOLT ( A-325 t4IN3 C.4 SHER
- 3
] IRRECULAR CAP AT THIS INTERFACE { (MAL) gy TRAY ) j BOLT THRU g s. SUPT HEAVY DUTY ?.j OC+).-l) ,_,j O To i
- s...)
I B0T CF TRAY 13 ...j r t ]
- l i
LCAPl ll SHIM $,.1' THK ( MAX.1 "I? ' CUT TO SUIT (!%X3 s '"1 DETAIL A ~n NOTES: 4ij I.0VERHANG OF CLA W FROM SUPPORT STRUCTURE IS ACCEPTABLE So LONG AS SCLT' . ;1 HEAD CR HUT IS WITHIN SUPPORT MieER. 'd
- 2. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH " GALVAN 0X' PAINT.
- 3. IRREGULAR CAP BETWEEN SHIN PLATE / TRAY CLAW AND STR MM IS i ( MAX.1 EACH.
l
- d 4.FOR WASHER (IF REQUIRED) DETAILS AND ORIENTATION SEE ATTACHMENT '81".
?1 .-Q ,p TYPE ' M' CLAMP (BOLTED TO SUPPORT) l n~.4 4 c.t %.!:A'.;.w c w,id*4WXi.ms.wwwmws.nwa473NC' W:.tTEE&~'?SCtwtmac.MTt'.TRM':7M.~-T=WMYW~~
7-TUGCO ENGINEERING 4 -l TE-FVM-CS-036,.REV. 0 ' UI I FEBRUARY 2', 195' lI : PAGE 32 l. LO ' D.: .ATTACl#ENT
- A' (CONT 3
- 2 i.
il 3 rec 0R0 ANCLE OIPfNSION i l-u- = ,i 4 UASHER PLATE X
- s /
fA-07)'V/ WASHER f0R TRAY 24* AND UP RO 2 SQLT i r VERIFY PRESENCE _*
- j (SEE ATT. 823 -
fIu.C.7,,y fj gMT+3tS MIN) x .J . b,,,',",, -x p hj g i I
- h..re
~' Ng .x. d z n ..I ,gTRAY s [, = -G
- }j l
IRREsuLAR SAP 3 (T THIS INTERFACE -l.j HEAVYDUTY3:' 50T OF TRAY ? t.._3 ( MAJO TRAY CLAW ., ~ HEAVYDU.TYTl.,, L'.. I ,10 1 TRAY CL 9, We { /- h TRAT c. ( tm) t_ i e l '.[ ,f-TRAY l .d NOTES: Ot -2,4),y ' O 70 { ,,1. FOR UASHER (IF REQ'D) DETAILS 51 i j;[ SHIM p.,1 THICK Am CRIENTATION SEE ATT. '81.
- m (MAX 1
.2. OVERHANG OF CLAW FROM SUPPORT L la CUT TO SUIT STRUCTURE IS ACCEPTABLE AS LONG ,.4j AS 80LT HEAD OR NUT IS WITHIN l THE SUPPORT ffMBER. ?.
- 3. SHIM PLATE MAY BE FIELO
?) FABRICATED AND COATED WITH i
- d' 4ALVANOX PAINT.
(. l$ _L IRREGULAR SAP RETWEEN SHIM PLATE / TRAY _ CLAW AND STRUCTURAL- ! :) pfJeER IS g MAXIMJM EACH. .5.GECORO X.Y. ANO O DIICNSIONS. ..d.g .~ej TYPE ' N' CLAMP ^ ( BOLTED TO SUPP0FdI ( " *4 e b- ' l;.' .f-L '05W.0"2"5Lw.cmn:w.,,%%W.9%.y 945."ZTM2r*5'W.MM.WMPMWDME1.MTDM.TrV' " T .2
- ;..] 4.k TUGC0 ENGINEERING TE-FVM-CS-036 R'EV. 0 . 7.j l FEBRUARY 2, 1987 PAGE 33 i m . &u ATTACHPENT 'A' ( CONT.) ' t.t id V '3 * - RECORO ANGLE DIMENSION' x TRAY .;? RD HD f 4 ", .M VERIFY. PRESENCE
- y]
3{ (SEE ATTACHEMT '82*) %SHOW LOC..SIIL LENGTH. / d' & TYPE ON CTH OWG. .. i _.... - -.e,. 9 ;;;, OR TS C OR TS j TL ft RECORD *X* AND 'Y' DIENSION. N '2l IRREGULAR GAP AT THIS q INTERFACE i (MAX.3 HEAVY DUTY HEAVY DUTY [ TRAY CLAW TRAY CLAlf J 5.1 41 l507.OFTRAY ~ e ammmmmm. 'E GAP h MAX.3 -1 Q.$ C CR TS C CR TS q FOR WASHER (IF REQUIRED) DETAILS.AND CRIENTATION SEE ATTACHtfNT 881". f.)] q m, ~ TYPE ' P' CLAff HEAVY DUTY t 4 e.i I; X .ut. rf .{'h0 LSS" ELM 4Wo.a.wwww.inZC:Y.5VC*r3"vLM%WA%"CSWMM.~."lM;7,C.7C'.!GKG.,.m,,'R;:.T'.~ 7 ~;T.sv:,~ :o
~ s ~ j ' '.ij TUGCO ENGINEERING. t TE-FVM-CS-036, REV. O
- ,g FEBRUARY 2, 1987
,i PAGE 34 ,:I lG
- .\\
....g d ATTACHMENT 'A' ( CONT) nj {4' TRAY AND UP WASHER 3 FOR 'N 9 3 2 4-VERIFY PRESENCE y j Kl [C g (SEE ATTACHE NT 82) = . 2i Y/ ,[ 80LT ( A-325 MD0 R \\ 1-- ',cj xL m. x . H RD HD .d [C
- 4GLT ( A30T).
? U/ WASHER ~d RECORD ANGLLx AND Y fl DIENSIONS S % TRAY > 'l IRRECULAR CAP AT TIiIS INTERFACE W TRAT l]1 g TRAY g ( NAX. ) ~{ BOLT THRU SUPT -9} HEAVY DUTY HEAVY DUTY 4 TRAY CLAPP TRAY f 'IM PLATE TRAY CLApp % SH l THICX ( MAX. )' 10FTRAY BOTTOM CUT TO SUIT -j.g ] tX -l. +l), _0 TO } "I CAP j-( MAX. )- .( .1
- -)
~ NOTES:
- }
- 1. OVERHANC 0F ' CLAW" FROM SUPPORT STRUCTURE IS j
ACCEPTABLE SO LONG AS BOLT HEAD OR NUT IS VITHIN SUPPORT E M ER. ~ s i, d
- 2. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED 1.]
WITH *CALVANOX #A5,NT*. d
- y]
- 3. IRRECULAR CAP BETWEEN SHIM-ANGLE / SHIM-STRUCTURAL
.::)'.: MMER i (MAX.3 EACH. s 4 N
- 4. FOR WASHER (IF REQUIRED) DETAILS AND
,j ORIENTATION SEE ATTACHMNT '81". - W 4j Ni 93 .A TYPE 'O' CLAPP HEAVY DUTY S .t . hi 9'
- ' M:nt'.:rmmww.,...-m=invit mcryt tr.wm.t : xw.miasmw.r.ss::"enm.~. ra.: mmw.w.m rm--mwn.~
I TUGC0 ENGINEERING TE-FVM-CS-036, REV. 0 .:4 .: g FEBRUARY 2,'.1987 s .'.'} PAGE 35 ( ATTACHPENT 'A' ( CONT. ) .S .v 3.i X. R R.FOR h [ n (ERIFY PRFSE V SEE ArrACs sm y eci l[ N,c, I o o 9 M g j l l- -= - M l l M TS i a1 I-lllpR0HD80LT TRAY I .1 I ( A-307 W/ WASHER 3
- d..
C CR TS 1 i RECORD ANGLE DIPENSION. ~ M RECORD WELD DETAILS 4 (LOCATION. SIZE. LENGTH, TYPD. RECORO "X" AIS 'Y* DIlfMSIONS. FOR WASHER.IF REQ *D.SEE ATT S1. 4
- )
4 IRREGULAR CAP AT 'I T) TIS INTERFACE 2 (ItMO. ~i .3 jfj TRAY HEAVY DUTY HEAVY D m -;.i TRAY CLAW TRAY CLAN jj \\.- .d>
- l. $
, 807. OF TRAY i. .3 "4 .r J.j
== s. .a. fj - CAP {( MAX 1 . '. c 6 C OR TS i: OR TS .;4 ..+ . ej f* TYPE ' R' CLAMP HEAVY DUTY Ii. l
- V
<,J.].,
- ..i
$1., I l .hk/,.7eermaa/,33TO4+H.vieMi %Q < r.,.. JEW.'I'T2.7s*7rT,TThM.,ro:e+7~"O*.,Mr%W'TW W ' 44 -#nT*
- 1., _..
g. 9; TUGCO ENGINEERING- , /y-TE-FVM-CS-036, REV. 0' @.)j FEBRUARY 2, 1987 PAGE 36 ATTACHMENT
- A' ( CONT. )
qt f4 TRAY { WASHER $ FOR TRAY WIDTH a 24 & UP ?)- RECORD f - VERIFY PRESENCE 'if ANGLE (SEE ATTACH B2) DIM NSIONS 1 ' m. ~ a b 3 L V * = i'
- STRUCTURAL M MER ROUNO HEAD 80LT ( A307)-
I M/)dEX NUT & WASHER
- -l}
F.4 c." x TRAY .r .y; ... -. ~.. -.. j 1 1 'l M _Y. M, u . h, M STRUCTURAL MMER NOTE: RECORD WELD LOCATION. TYPE. SIZE AND LENGTH. 3.t ?- I. RECORD X AND T DIM NSIONS. i y GAP {(MAX 3 IRREGULAR GAP AT IS INTERFACE =7 T LBOTTOM OF TRAY i-L.' 1 I i 2 l .a d FOR WASHER (IF REQ'01 DETAILS T
- 4 AND ORIENTATION SEE ATT 81.
L
- i l
1;l i i .::) lk
- -}'i TYPE ' S' CLAMP O
.. ? ,..;p .%..w. ..w. mam,.w:, u.W.w=7cn - .a-:...wcn m w.m:mrzete:mmw"* "m="'-
~ ^^^ ,"3 TE-FVM-CS-036, REV. 0 FEBRUARY.2, q 1987 6 PAGE 37 (- ATTACHMENT 'A' ( CONT.) ,..i - <a , X'1 y &2 TRAY hf 1- $5$ RD ND BOLTS h(NOTE 13 .-- X X -= g l (NOTE 1) (9 (A307 W/ WASHER) . ni o '.q'}( e I a - ,I,;l X (NOTE 13 .a.) - -4. - - - - - - 4. - n x . + _. - - - +. m _ _1. _ -?
- 4. _ _ _ _ _4...
u X (NOTE 1) - I I l 1 ~
- 1
't CHANNEL Y OR TS 2 i RECORD WELD (LOC.. SIZE. LENGTH & TYPE) WELD /5EVEL. IF USED.,CAN BE ON - -CHANNEL OR TS EITHER SIDE.0F PLATE. FILLET WELD IS ACCEPTABLE IF NO BEVEL O IS PRESENT.. RECORD X AND Y DIMNSIONS. )'i IRRE00LAR GAP ? THIS INTERFACE HEAVY D'JTY gg i TRAY CLAM i TRAY .l HEAVY DUTY TRAY CL l il I l TRAY 1 I 'Ne. - l 80T OF TRAY
- n...
.i L cA, y NOTES: (max) l
- 1. MASURE H0LES CLOSEST TO THE EDGE ONLY.
~ i N
- 2. IF WELD IS PARTIAL OR FULL PENETRATION SHOW THROAT
.j THICKNESS AS (t/2).
- 3. FOR WASHER (IF REQUIRED) DETAILS AND ORIENTATION SEE ATTACHMENT '81*.
TYPE ' T' CLAMP (WELDED TO SUPP0RT) .' i.n' r
- 4J
..c .s i iff W2".i!*?F,t. .,4.. -,. 7F?.CTt?*WMa - ..'W"*&.W W W N W W M*4"N "T'*""
- " " ~
,9-
I.',i TUGCO' ENGINEERING- .3 TE-FVM-CS-036, REV. 0 .f FEBR.UARY 2, 1987 PAGE 38 }1 i O ~ ATTACHMENT 'A' ( CONT. ) 4 4 Il i,,5 ' (R0 1 17, d (A30T W/ WASHER) X ( NOTE it it j lj RECORD rX(NOTE 13 s ANGLE f(I e " i.. OIM NSION + to x pI,yggy m + I -X(NOTE 1) .f + 1 r' J t ANNEL '3 CHANNEL - 3 il 80LT (N.S.) TRAY i RECORD 'X'. '.G'. AND.. '.Y. ' OIMNSIONS. HEAVY DUTY l 1 TRAY CL M e GA'I 4,- r. ,807 0F TRAY i,... [ k I-IRREGULAR GAP 7 mAY AT THIS INTERFACE -T AvY cuYY { (MAJO BOLT THRU Y CL SUPT 0 ( -i, +) ) 1 . J, [ SHIM $1" THK (MAX) TRAY I CUT TO SUIT ....J l h t--- t O(-k.+}) ( 3 i NOTES: l'
- 1. PEASURE HOLE CLOSEST TO EDGES ONLY 4
- 2. OVERHANG OF CLM FPON SUPPORT STRUCTURE IS ACCEPTABLE
.3 AS LONG AS 80LT HEAD CR HUT IS WITHIN SUPPORT ffteER.
- 3. SHIM PLATE MAY BE FIELO FASRICATED AND PAINTED WIT!!
i 1
- CALVAN0X' PAINT.
l 4.IRRECULAR CAP SHIM TO ANGLE / SHIM TO STRUCTURAL titeER { iMAX(EACH). i 5.FOR WASMER (IF RE0' D1 DETAILS AND ORIENTATION, SEE ATT 81. s ' TYPE ' U' CLAPP ( AT TRAY SPLICE WELDED TO SUPPORT) .:s i 8.1 .;t s.i. !HW.r::y".
- ,
- .4. s.l,Wa9*:5.7.YW"ECWCUr.YYUG'"YT'T.T.U?A'?
ME'? 'W? 'M *W*Y*N * ~* " '
.f, 'j TUGCO ENGINEERING.
- f TE-FVM-CS-036, REV. 0
- 3.
FEBRUARY 2, 1987 '$.[ PAGE 39 .- (.\\ .s .n7 ATTACHtENT 'A' ( CONT. ) dm n'j RECORD ON CTH DWG *X* ANO 'Y' OIM NSIONS. ih. fey $ ' -3 ( A30T W/ WASHER) IJ0TE 11 Y ' M TE 11 4 - X( NOTE 11 4 .) RECORO '5 ANGLE I o
- j DIIENSION TRAY 5
o9 o s; a ..,j "X(NOTE 1) 7;i DETAIL WELO 'i ,r., (TYPL. LOCATION. M-SIZE. LENGTH) n.;i C.0R.TS OR TS \\ -) d ':? + IRRECULAR CAP AT TMY THIs INTERRACE i t ( MAX) HEAVY DUTY ~ ?; HEAVY DUTY .I TRAY CLate TRAY CLAlf i 1. TRAY l C OR TS q ( MAX 3 l i',; 807 0F TR _AY .) g.r j.... p c QR is = .1 s e s 7 NOTES: 1 c1N 1.MASURE HOLE CLOSEST TO EDGES ONLY. 1 2.FOR VASHER (IF REQ
- C) DETAILS ANO ORIENTATION SEE ATTACH. 81.
)
- 3 4
x.iJ' TYPE ' V' CLAFP (WELDED TO SUPPORT AT TRAY SPLICU 1 I c'$ "i'>.e :,.i; int we3M6?Mus.unW3.3%E3:T M'htW'SWSI*W'S Sh '* ~
'p J;ff iil4 TUGC0' ENGINEERING TE-FVM-CS-036, REV. O ej)l FEBRUARY 2,~~1987 f. PAGE 40 i ATTACHFENT A ( CONT.) a{s n0TEs. Il
- 1. OVERHANO OF 'CLAff* FROM SUPPORT
?.h STRUCTtlRE IS ACCEPTABLE SO LONO
- A AS BOLT HEAD OR NUT IS WITHIN THE
- 3 SUPPORT E MBER.
- 2. SHIM PLATE MAY BE FIELD 1
JJ FABRICATED AND PAINTED WITH GALVAN 0X PAINT. d-
- 3. WELD FOR SHIM PLATE TO CTH MIMBER ARE NON-SAFETY RELATED WELDS, l.,),
AND NEED NOT BE RECORDED. j.il
- d. IRRE0Uum GAP SHIM TO ANOLE / SHIM i:
TO STRUCTURAL MteER 70 8E f f;j - MAX. ( EADO ].75
- 3. YOR MGtLAR SAPS BET N TRAY
{j AND CLAff OREATER THAN USE rdj SPACER. -(SEE ATTACHEN 82) t I$, $. ANGLE PLATE CLAffS MAY 8E BENT TO FIT TNE CURVATURE OF TRAY.
- I-pTRAY 2.
i f; BOL,T THRU z, SU T l I RECORD SHIM 9.
- 8. FOR WASHER (IF REQUIRED) DETAILS
'.l THICKNESS (1* MAX) AND ORIENTATION.SEE ATTACHffNT B1. .. 1 .n yi t' \\ 1 r.i h U y , g TRAY IRRECULAR OAP- ~) [ HEAVY DUTY 4T THIS INTERFACE
- i HEAVY CUTY3
- TRAY CLAFP
{(MAX) 1 TRAY CLAMP (PLATE OR i (PLATE OR = b. ANGLE)
- j 3
[-* j 80T OF TRAY 1 -ANOLE) ... a'j p TRAY g r q 1 -capi t... 3] ( \\
- .;1 GENERAL NOTES & TOLERANCES FOR CLAFPS,
.h INCLUDING THOSE OTHER THAM TYPE ' A' THROUGH ' V' I.. a l.?l, l '..- l
- 1
.%. r. w.. ww.,~ u.c=v:w . mn=== -:me::.r:m.w:rmmm.wexmr.:new.rmmm-- L ru
rs i.j TUGCO ENGINEERING 1,, TE-FVM-CS-036, REV.'O Jf, -FEBRUARY 2, 1987 I5 PAGE 41 ' l(. ATTACHMENT B .k
- ';h BOLT HOLES IN STRUCTURAL STEEL u
,,3 6 Al n I f~ j WEB LONGITUDINAL s N g.;, FtAscES AEIS,, T Z t 93 l ki N:ROSS SECTI6NAL PLANE ?; 30EMAL TO LONGITUDIl{AL M AEIS eg s' 9 SAMPLE STRUCTURAL SEAPE i (CIANNEL USED FOR REAMPLg)
- j SECTION A-A (AFFLICABLE FOR ANT SEAFE)
-
- n
<:s 1 3,!'t RE ECT
- ACCEPT **
4 ..N I l f l AROLE-0E BOLT BOLE f ~;p O. f' OE J
- I E
r O F 8 BOLT Z, C I ~l i .e y j y 7-) f I kEUST BE GREATER f.i I
- A'
I IOLE j u t GE '? BOLT I 33 l a ld[ I i i pj v{ ( C'-+EOLE [ l i.,(EOLE ~ g tg g Q gi OR l N,q k l- -IIl>is. BOLT'.-l l I BOLT a j I 'O] l I I d'i
- ECLES 01 50LTS IN TEE SAME C10SS-SECTIONAL PLANE
.t , ::j d
- -BOLT.S CE BOLTS NOT IN TEE SAME CROSS-SECTIONAL PLAME ll 9 KUST ALSO MEET DISTANCE CRITERIA (CEIATER TRAN 2". CENTER-LINE) AND ROLE SIZE CEITERIA (3/4" DIAMETEE OR LESS).
i l' rt;, e n lh -n~ -.. -~~rmr.w :~ mig. -r me; -~mr:r m re,r:.wr wnw.,,..www -cmc n u.-
- s....
.w
.:l i TUGCO ENGINEERING ."j TE-FVM-CS-036, REV. 0- ..i FEBRUARY 2,.1987 ( PAGE'42 N,- ll: TE3 TRAY CLAMP WASHERS .. g '. { ATTACHMENT C 4
- ')
' '3 .;j 1 i.] MIN ~ MIN l S. <j t l i_i i 2 1. l i 3 l. 3 l 1 = -.i ] l f q ._l. _i._ _._ 1 t. 4 EFM : 4 BOLT l .[ I j TYP1 I l Ij } BOLT } BOLT ^ ^ BEVEL VASHEM F'.AT VASHEM SCLT WASHER .i OIA DIA DIM id S .'j i 1 5
- )
1{ 1 'l } i ..y 1i 11 f li t 11 r -a .I 11 I i I' l :.] j .1 i 80LT FOR BOLT FOR l l TRAY CLAlf TRAY CLAW /. ( A-307 MIN) ' ( A-307 MIN 1a j 1 M::=EVEL
- s
- i CTHCHANNELq T WASHER CTH CHANNEL
3 FLAT WASHER ~
- i i
l
- 5
.8 -D s.,~~*7'*'pa .n.,
- 7 ;T c.:;.. ;;,.;, 4,p, a.,3,g;=;g,q yg,7g, rp3,,,y-
,,., _ggy3 ,,gy
i..d.1 .TUGCO ENGINEERING TE-FVM-CS-036,'REV. 0 a.. ~ .I ' FEBRUARY 2, 1987 A,j PAGE 43 / 1 + ATTACHMENT D BASIC DIMENSIONING REQUIREMENTS ,i e- .A g s 4 .j ..+.. .+.. i :... o I i .t 5 DIPENSIONS REQUIRED WHEN k g ONLY THE CA8LE TRAY ) IS COVERED. '4 -l D YD., "s 7 9 V/ V 9. i r 1 i A 8 i e i s \\ l il l u' 2 11 I Il Ig i it_ hl_f_wg 1. TL :
- s i
il i g (O gg k i gg gr-~~------'jg i gl g h::= = = = = = = = q i il 1 tL2 LLd h0 N0Y NOT REQ' D REQ'D' t o DIPENSIONS REQUIRED WHEN SOTH THE CA8LE TRAY AND T E CTH ARE COVERED. ,___s e 1 14 l E"3L.! l E ll.1h l l L L 11 lI 11 11 e' 11 hl h IL Jl i .] ll1 fr--------Il ll li ! -----~~-dl il l ,9 c 8 e !,5 ll 11 11 4.) [ ell'!l'________ji!!! i a 4 l ! Ir-I ! l Il II i! Ii b SUS ..,j m}{N ,{}l j uCT _, ~
- , li IA DIPCNSIONS REQUIRED l
FOR LOCATING AND SIZING BUS DUCTS. 'l 1 i -l e l a,.. x M v. 3 2, W i7/ 2.u m n.a:;1si T w e<i.^ m e.M G K 5 7A M M R 3 M M M W i M
- W W LC'"' i
l - J.d TUGCO ENGINEERING. ,'j.f TE-FVM-CS-036. REV. O t N FEBRUARY 2, 1987 PAGE 44 lr' ATTACHMENT E ',^;g CTH-1-SL-LEGEND l ' s,{ ' 5 is -a i.u g. l $d lh f, !>f gg wg h =g.a.,4 I w u s i r- .: l s = ,i g i .4 [j ~= .a ~ ' ' ' " " " " l E , ;l !I J :! 3- : n j T h B a ..a e p 1-a t u.a. $gG l' .1 .'gn= 1, n n 1 l I l' 1' O, .1
- 4.. I g
t*l l .._ll l 3 !4 3.:J t
- I l
t1s' i v I _ Y, e 5 i i y;* [ =- g n I-A +._. l/.. a, 8 e 1 t-E .1 g l li I,, I ,R .i .1 pg g I aa j i. ),~ m ')I . i, l i,l I 7._ 4 r . e.
- i j
' ;2,iaori *KE o".?WlWW7ayWsO.Yo u %.%WfAG< Ch;y.Kd/W-3 w:.5G'QT:st;WM.'. C:' DC.ff?.MM3X'l1.*C.1.T.t;~
)%l
- v
- .
TUGC0 ENGINEERING TE-FVM-CS-036, REV. 0 .f . l.l..g FEBRUARY 2, 1987-PAGE 45 ( ATTACHMENT E ~ i CTH-1-SL-LEGEND (CONTINUED)
- $N
-die s. I g gg l, p'E
- K k
$y i 4 -s 4 mg s-4 aw 4,l
- .)
gg l. ..t. ) l 9 d 3 a e a g e 4, g . a,j-n g { ~; =
- 1. 8!!,1Js lh 1 - 4.
I c.1 s>> .3 i >7 11 I,n . ci; s L usHI l w a ...y1.,~., l= ass
== .ns y; " I '" .j 4 31,r .4 e !.4 dil g 'j ) r g i
- 4
,- ri . - r r t l1 U (.r i., - r t .1 e( r. 7 >.3 1 1 . it b 4 I .rI'h l IE 7 l g 3 A E ,8 =g tj t l y ~ .,,.g. l 4 1 .d I T '"TT J .u '2 H '- LA i 'm / e { f'[f 5 E g a g .-g up.g = 7 = I q, o. 's- %s s 5.s .i ! dl mm.=uwwn.w.cn.mn.mmmmmar.mmm.c.c.wn t ';
W TUGCO ENGINEERING ,lr; - TE-FVM-CS-036, REV. O i Xl FEBRUARY 2, 1987 "i ATTACHMENT F PAGE 46 J r; i * $.)! j .s '.l'. 1.n 5> t ny - % o + k-m3 I sucr rs. 6
- 8 W SHAPES.
]9 Dimensions for detailing 3 y. '..n ,.6,, .'y b 4 y , ' m an-nnes zussmase ..,-fl o m 8 W emeneneeen 4 [ T
- }
e T h An A e s t tm. Sm. an. In. h - A h In. A h In. A W IBx 3II 35E 1s4 1% m 5% 2% 1% 35 5% xEs 35 % 18 4 lb -b 7% En I'Ms 1% 35 5% xas nu Is% 1% b m an ab 14 m 5% d x2e 3 1s4 1% m B% 1h 1% M b 5% x2R 35 % MM 1E m E% 2 911 & 3% k 5% W Mx1M 38 4 12 % 1% 5% ME ab ik 3% b SM xla Est 12 % H m n% 2% 1% N k 5% 91 x12 35 % 2 1% SE 5% 2 M M 5% ]2 XMB E E 1 m 5% 1% lb 3E 5% x155 5 %. 12 b m 32 % 1E 1% 3 5% N x1H 35 % 12 N 5% M% 1% in 3 5% .)9 W Ex3eg 5% 15 % 1% b 7% 35 %.I 1% 3% 5% x35 ISE ISE 1% 7% NE Ik 1% 3% 5% =
- i xas B
15E 1% 7% NE Ik in 3% b 5% .b 4 WIIx188 B% u% 1h b 9% BE in 1% N 5% 3 x1at 3% u% b S4 3DE tu 3 4 5% i Jf x135 35 % u% b b 8% 35E 1% 1h 3 4 5% T xus ath un k 34 35E 1% 1h zu h 5% -'i l ? Waxas an Is% sk u E m zum ans m M k 5% x15e Isn a lb m apt ab ik N b 9% xDE IBM N 1h b m NE IMs 1% N 5%
- q l
ll ' W BMIM 3% 18 % 1 b NE 1% 1h 3 5 8% 74 XISS En 10 % b b 5% 1% 1 1 5% 04 x130 3 10 % b b NE 1% 1 3 5% .j x1N 39 % 10 % %~ k-S WE 1% 1 3 k 5% H Q X SB 25 % M% 5 ER th 1 2% b 9% .3 f '. i01 ~,.t e l l WM llki '. k! -As; ,%,>,.w.r.w.n.w.::Mm.u,.w,.2,. ;orz.m.w: + T.27PWurw nMMWMMM~**M= ' 4 b _.-___-....,.m , -. - -. -, -, - - - - - - + - - - -.
- w r--
-.- - -. --. -7 ,, d.: TUGC3 ENGINEERING y,) TE-FVM-CS-036, REV. 0 3 FEBRUARY 2, 1987 , i.. ATTACHMENT F PAGE 47 i (Continued) 3 R
- .
- T 4
II 1*13 t w:!; .e. % wee + b* .i 5h 7"F iP 7a { ', 7:: W SHAPES r .t. g '.9 .- -4. 3 Dimensions for detailing ^a ._ A ^5. L a 6 .ej Ej
=
naae. wn. 3 $ j 3;i
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.TUGCO ENGINEERING d TE-FVM-CS-036. REV. O. N.i PAGE 59 FEBRUARY 2, 1987 Ni ATTACHMENT F {
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4} TUGCO ENGINEERING .'.I TE-FVM-CS-036, REV. 0 '. A FEBRUARY 2, 1987 'I ATTACHMENT F PAGE 67 ( (Continued) ej
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- ,3 FEBRUARY 2, 1987 ATTACHMENT F PAGE 69 ut (Continued)
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