ML20210C970
| ML20210C970 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 12/01/1986 |
| From: | EBASCO SERVICES, INC. |
| To: | |
| Shared Package | |
| ML20210C645 | List:
|
| References | |
| TE-FVM-CS-001, TE-FVM-CS-1, NUDOCS 8705060376 | |
| Download: ML20210C970 (124) | |
Text
{{#Wiki_filter:= . ,
* .( ,
RECEIVED l TEXAS LTILITIES GENEF.ATI.46 c.;>; A ,; ,1j,.H 2 '? "'r' ~/ 1 u l- E\GI.'.EERING l V LINQ
!! R EADA(ptist,
,,q d,4 4,
. . '. :s ,
CO>!ANCHE PEAK STEA>l ELEcTEI. STAT .;. ; LSIT 1 9 a . -m- ::- f ' E (y':,:**:;'g- - FIELD VERIFICATION SIETHC*, >, LNIT 1 CABLE TRAY HANGER M-I195 %' ,' AS-BUILTI.\G AND COtfrac~: DESIGN ADEWCACY VERIFICATI',;. FR; GRAY! j - e- 1 o - m. EBASCO SERVICES. INC. Q% COPY p ,e; - 9 Q". s a <[y/' TE-FV>l-C S-0 01 hh,I
~
)#
REVISION 6 DECE}!BER 1. 1956 a U h* B U 2 > bS e e Ab S WUt h,c. . q ibb d.v h3
'r.
Responsible Engineer: #[ Late / O h
/
Approved By (EBASCOI: . Date k'2/#7 Approved by (TE): fl - [f ,a
. .] Date ///E//7 4 . _ 4., [/ % g, / */[77 TUGCOQAConcurrenceBy:r_f / '
45 ,
~j 8705060376 870413 PDR ADOCK 05000445 A PDR V
, o u.,. a n. -.- ,.ga ~ .a. . .- . . . - - - - - - .- - ,, , . -. - - .
l I TUGCO Engin'eering ; TE-FVM-CS-001, Rev. 6 1 . DECEMBER 1, 1986 1 - Page i i ' FIELD-VERIFICATION METHOD AS-BUILT PROCEDURE E CABLE. TRAY HANGER DESIGN l ADEQUACY VERIFICATION UNIT 1 i TABLE OF CONTENTS 1
- i. PAGE NO'.
SECTION
1.0 REFERENCES
l' I SECTION 2.0 GENERAL 2 ( a SECTION 2 .1. PURPOSE'AND SCOPE 2 4 *
.SECTION 2.2 RESPONSIBILITIh8 2 i
] SECTION 2.3 ABBREVIATIONS AND ACRONYMS 3 SECTION 2.4 DEFINITIONS 4
- ' SECTION 2.5 DOCUMENTS 7 SECTION 3.0 INSTRUCTIONS FOR DRAWINO AND WALEDOWN 7 l
SECTION 3.1 DEVELOPMENT OF "AS-DESIGNED" DRAWINGS 7
- SECTION 3.2 CTH "AS-BUILT" WALKDOWN AND PREPARATION OF a
THE RED-LINED DRAWING & " PRELIMINARY AS-BUILT" 9
- SECTION 3.3 "AS-BUILT" DESIGN VERIFICATION AND PREPARATION
! OF "AS-BUILT" (FINALI DRAWINGS 23 j
- SECTION 3.4 MODIFICATIONS OF CTH (TYPE 1) 25 !
SECTION 3.5 " DESIGN MODIFICATIONS 26
/h SECTION 3.6 QC " FINAL AS-BUILT" VERIFICATION -27 l
} SECTION 3.7 VERIFICATION DOCUMENTATION 27 4 SECTION 3.8 FLOW OF DRAWINGS / PACKAGES 28 { 1 SECTION 3.9 CABLE TRAY SPAN WALKDOWN AND PREPARATION OF
.- CABLE TRAY HANGER SKETCHES (CTH-1-SL-XXXX) 30 SECTION 4.0 INTERFACE CONTROL 33 L---- .
c
;- -- - -- -~ --
O' .
'TUGCO Engineering ,
O "TE-FVM-CS-001, Rev. .6 DECEMBER 1,-1986 Page il l l FIELD VERIFICATION METHOD ' AS-BUILT' PROCEDURE I
. CABLE TRAY. HANGER DESIGN ADEQUACY VERIFICATION !
UNIT 1 , TABLE OF CONTENTS (Continued) There are 2.3,pages of te.xt and gj. pages.of. figures, tables und 'i attachements to this field verification method. !
. PAGE NO.
FIGURE 1 CTH-PRODUCTION /WALKDOWN AND DESIGN L VERIFICATION FLOW' CHART VIA'A." RED-LINE" ! PROCESS (1 Page) 34 > FIGURE, 2 CABLE TRAY HANGER DRAWING'(1 Page) 35 f FIGURE 3 DRAWING SIGNATURE BLOCK ll Page) 36- - FIGURE 4 CABLE TRAY HANGER SPAN LENGTHS;(l'Page) 37
~
TABLE 1 CABLE TRAY HANGER SAMPLE WALKDOWN (5 Pages) 38'THRU'42 TABLE 2 MINIMUM CLEARANCES TO EMBEDDED PLATES (1.Pagel 43 TABLE 3 MINIMUM BOLT CLEARANCES'(1 Page) 44 ! t TABLE 4 MINIMUM SPACING BETWEEN HILTI EXPANSION' BOLTS (1 Page) 45 TABLE 5 MEASUREMENT AND INSPECTION TOLERANCES 46 AND'47 (2 Pages) ' TABLE 6 TOLERANCES FOR LOCATION AND ELEVATION OF CTH'S (1 Page) 48-TABLE 7 ASTM AND SAE GRADE MARKING FOR STEEL BOLTS AND SCREWS (1 Page) ' 49 TABLE- 8 NUT IDENTIFICATION (DELETED) I r !' TABLE 9 LENGTH IDENTIFICATION SYSTEMS (1 Page) 50 - ( TABLE 10 AISC MEMBER SHAPES (25 Pages) 51 THRU'75
. TABLE' 11- CONDUIT NOMINAL SIZES (1 Page) . 76 ,
3m.- --... .,., ,,,,p.,-.....,,.,,e. --
..,,,,,.--.me.
u.. ...,.y -..77,e. c y.-v.~.-m.y-,w,,--,,m.,.,..yy,-,.,yw,r.4w-uum,.,,.,-ra-,,- --y.,,-,p-,y, ----,..
TUGCO Engineering ('~'\ L -TE-FVM-CS-001,1Rev. 6
\_,/
- DECEMBER 1, 1986 Page ill FIELD VERIFICATION METHOD AS-BUILT PROCEDURE CABLE TRAY HANGER DESIGN ADEQUACY VERIFICATION UNIT 1 TABLE'OF CONTENTS '
(Continued) PAGE NO. ATTACHMENT A TRAY CLAMP DETAIL,S (23 Pages) , 77 THRU 99 ATTACHMENT B TRAY CLAMP WASHERS (2 Pages) 100 THRU 101 ATTACHMENT C TYPE 1 MODIFICATION FORM (1 Page) 102 ATTACHMENT D BOLT HOLES IN STRUCTURAL STEEL (1 Page) 103 O ATTACHMENT E UNIT 1 CABLE TRAY HANGER DESIGN ADEQUACY WALEDOWN CHECKLIST (5 Pages) 104 THRU 108 ATTACHMENT F BASIC DIMENSIONING REQUIREMENTS (4 Pages) 109 THRU 112 ATTACHMENT G CABLE TRAY HANGER SPAN LENGTH (2 Pages) 113 THRU 114 ATTACitMENT H ITEMS TO BE DELETED FROM THE CTH DRAWINGS (1 Page) 115 ATTACHMENT I EMBED ATTACHMENT FORM (1 Page) 116 , ATTACHMENT J HILTI SPACING FROM EMBEDDED ANGLES (1 Page) 117 ATTACHMENT K CONSTRUCTION OPERATION TRAVELER 35-1195 (2 Pages) 118 THRU 119 i I
p-- .1 i l TUGCO Engineering 7 TE-FVM-CS-001, Rev. 6 ($) DECEMBER 1, 1986 Page 1
1.0 REFERENCES
1-A QI-QP-11.10-9 CABLE TRAY HANGER AS-BUILT / INSPECTION / VERIFICATION 1-B .CEI-20 FIELD INSTALLATION OF HILTI BOLTS 1-C' ECP-10 CABLE TRAY AND HANGER INSTALLATION 1-D CEI-25; EPOXY GROUTING OF BASE PLATES 1-E PJ-2-CP,- - IBASCO PROJECT COMMUNICATIONS IMPELL l INTERFACE INSTRUCTIONS FOR JOB NO. 0210-040 1-F CP-EI-4.0-67 REV. 1 CABLE TRAY HANGER AS-DESIGN AND AS-BUILT. DRAWING DEVELOPMENT (HISTORICAL) 1-G CP-II-4.5-21 REV. O CABLE TRAY HANGER ENGINEERING WALEDOWN UNIT 1 (HISTORICAL) 1-H CP-II-4.0-69 REV. O CABLE TRAY HANGER'AS-BUILT WELD j MAPPING UNIT NO. 1 (HISTORICAL) 1-I NCIG-01 R2 (VWAC) VISUAL WELD ~ ACCEPTANCE CRITERIA 1-J ECE-DC-24 AS-BUILT PACKAGE PREPARATION 1-X 'ECE-TD-EB-010 CABLE TRAY ENGINEERING WALKDOWN 1-L ECE-DC-21 PREPARATION AND REVIEW OF FIELD DESIGN CHANGES 1-M CP-QP-16.0 REPORTING CONSTRUCTION DEFICIENCIES 1-N DCP-3 DOCUMENT CONTROL 1-0 TE-AD4-2 CONTROL OF ENGINEERING REVIEW.AND DESIGN VERIFICATION OF FIELD DESIGN CHANGES
,l I
TUGCO Insineering O- . TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 2 ; i 2.0 GENERAL
- 2.1 PURPOSE AND SCOPE' ,
2.1.1 Purnose
- The--purpose of this proeedure is to describe the responsibilitiem '
and tasks of the groups responsible for the performance of.the design adequacy verification of all cable tray Langers ICTH's) - which are installed in the Comanche peak Steam Electric Station. Unit i and common areas with the following exceptions: l A. Main structural framework in the cable spreading-room. !
- 3. CTH's which are. Instal' led in common areas but which support only Unit 2 cable trays: 1.e., Unit 2 CTH's. '
2.1.2 Egggg The scope of this procedure includes: () A. Field engineering verification denoting the CTH elevation, i levelness, plumbness, location, CTH identification' number and architectural room number are correct. B. Tagging of.the CTH's with unique identification numbers by field engineering. i C. Walkdown of CTH to create a " Preliminary As-Built" drawinq l via a red line process conducted'by the "As-Butit" walkdown 1 tone. 1 ; D. Creation of the final "As-Built" drawing. ! E. Walkdown and creation of cable tray hanger span sketches' for : design verification purposes. ' F. Identification of particular attributes of individual CTH'm that require, rework. ' I
- 0. Interface requirements for design verification of the "As-Built" CTH. I 2.2 RESPONS181LITIES I
TUCCO has delegated overall program responsibility to the i Ebasco Engineering Manager. O The Ibasco Inginering Manager has delegated the responsibility for the implementation of the program demeribed by'this procedure Lo the Ibasco Unit 1 ghg;, Supervising Engineer. ' i f
TUGCO Engineering
,m( TE-FVM-CS-001, Rev. 6 i ) DECEMBER 1, 1986 N/
Page 3 Where specific individuals are designated by title in this procedure, it shall be understood that they may delegate a [f designee to act in that capacity. , The CTH Design Adequacy Program consists of fuur majo:- functiuns: drawing preparation, engineering walkdown to verify am-bulit conditions, inspection and design verification. ! Responsibilities for design verification or design modificat.non. l inspection and drawing preparation is delegated tu 1.he managera l of Design Verification Group, QC inspection, walkdown Task Foreu and CAD respectisely. Responsibility for the engineering walkdown and as-builting, training of personnel and surveillance of the as-builting program as well as implementation'of the specific requirements of this procedure in delegated to the Unit 1 CTH Program Manager, who shall also ensure that tracking mechunisms exist to assure proper 1 interface and control of the necessary information between the various groups.
.. 2.3 ABBREVTATION'S AND ACRONYMS 2-
, (,)x B - Bevel Washer . 6 ! CAD - Computer Aided Drafting l CMC - Component Modification Card CFSES - Comanche Peak Steam Electric Station CTH - Cable Tray Hanger (including Cable Tray Clamps) DCA - Design Change Authorization DCC - Document Control Center DVG - Design Verification Group ENY - EDASCO New York , F - Flat Washer FL - Full Length (Referring to Kelds) 1 FSE - Field Sketch Engineering FWP - Field Work Point 1 i G&H - Olbbs and Hill HEB - Hilti Kwik Bolt HSEB - Hilti Super Kwik Doit IA - Inaccessible IR - Inspection Report NA - Not Applicable l O&E -
"For Office And Engineering Use Only" PAD -
Preliminary As-Built PFG - Package Flow Group QC - Quality Control RI - Richmond Insert
,. TL - Thermo1ng
(~^) TB - Thermoblanket (_j TMF - Type ! Modifluation Form TE TUCCO Engineering US t.*n sa t i s f a c t o ry g
-- . . - ~ -. - -
I TL'GCO Engineering k> TE-TVM-CS-001, Rev. 6
~DEC3MBER 1, 1986 Page 4 2.4 DEFINITIONS .
"As-Built" -
in the context of this procedure this is a design verified drawing having certain specitted attributes which - reflect the actual installed ! condition, while the remainder of the attributes continue to reflect the "au-designed" condition. '
"An-Builting" -
the process of~ acquiring information l of the actuni installed condition of ' certain specified attributes (type. ( dimension, etc.).of a CTH, and : reflecting this informatiun on an "as-built" drawing. t "As-Designed" - refers to a configuration shown on a specific drawing which reflects the intent of the engineer who designed the specific support. The "as-designed" configuration represents a O. . baseline configuration from which ' the actual installed configuration can deviate within prescribed, acceptable (by engineerinal tolerances and/or component substitutions.
" Final As-Butit" -
the " CAD" drawing issued by Ahk i Engineering af ter design verification and completion of required modifications.
" Red-Line" -
is the marked up "as-designed" drawing which reflects "as-built" conditions in the fleid. l
" Preliminary As-Built" -
is the " Issued For Inspection" CAD ! (PAB) drawing. (This is not a design , verified drawing.) -
" Traveler stamped" -
Indicates the Drawing which is . stamped by DCC with "This drawing to l be used only in conjunction with ' Traveler Date ". The stamp : does not signify a " Controlled" drawing, only an original lesued by ; DCC.
"O & E Stamped" -
indicates a document which is issued for
" Office and Engineering L'se Only".
I l _ - _ _ = - - - - _ _ _ -__ _ ___ _ ___ _ _ _ _ __ _ _ _ _ _ __ _ __ _ _______ _ -______ _ _ _ _ _ _ -_-__ _ __ _ _ __ _
( t TUCCO Engineering O TE-FVM-CS-001,_Rev.-6 DECEMBER 1, 1986 Page 5
> Engineers - al Field Engineer - Construction
, survey team.
- b) Walkdown Engineer - Individuals approved to coordinate, check and document field verification 1
and/or modification activities. 4
- 1. "As-Built" walkdown engineers are responsible for the generation of'information
- necessary for creation of a i Preliminary "As-Built" j- drawing via a red-line process for each individual
}- CTH. !They are also responsible for checking the accuracy of the the generated information. i ', 2. Cable tray span walkdown engineers are responsible for j the creation of cable tray l- hanger span sketches resulting j from a walkdown effort. These ,
, sketches will be used for-design verification purposes.
They also check the accuracy , of the sketching effort. ' 1 Projection - The maximum distance that the Hilti
; bolt protrudes from the concrete j surface.
.( l Cable Tray Hanger - Sketches that show the location and - Span Sketches orientation of the individual CTHs relative to each other and provide support function information required for individual CTH design.
- verification.
i ~ Support Functions -al Longitudinal Support - A support is considered to be a
- longitudinal support when it acts l in three directions, providing i
support in the vertical, lateral
! and the longitudinal directions
- to the tray span. These supports either have braces in the 1
! longitudinal direction or have verttemi posta oriented such that 1 the strong axis resists the l longitudinal forces. -In the l
l
. l TUGCO Engineering f -TE-FVM-CS-001, Rev. 6
- (, -
DECEMBER 1, 1986 Page 6 latter case, the posts must~also I
. have moment resisting bases with respect'to longitudinal direction, by weldsent or by use of a minimum of 2 bolt connections. All longitudinal support trays are connected-with heavyLduty clamps.
j - b) Multidirectional (Riser) Supports t
- This type'of support is '
installed for vertical! riser- - 7 applications, and is designed.for
, the simultaneous application of three (3) directional load
- Hedvy duty ciamps are 1 used for connection of~all i vertical trays.to supports.
c) Transverse Support - A support is considered to be a transverse { support when it'provides support j to the cable tray'in the vertical ' i and the . lateral-(perpendicular direction to the tray span) directions. These supports shall have a transverse clamp but a heavy duty clamp may be used where a tray splice occurs or an i engineered modification calls for i such a clamp. i Inaccessible I Attributes which cannot be measured without physical removal of any portion of the built support, tray or fire protection cover, and/or
- relocation of adjacent hardware.-
i i If at the time of walkdown any part of j a ciamp with the exception of the bolt j j used to connect to the hanger member ( , is inaccessible at the point of ! l walkdown the entire item is to be l identified on the drawing as ! i inac'cessible ("IA"),'except for ^ visible attributes which could' require a Type 1 Modification (See paragraph 3.4). If the bolt connecting the clamp to the j g_ ' hanger is the only-inaccessible attribute, then only the bolt is~ classified as
- i inaccessible, i
4 e 4 y v -. ~ , . -----.m.. , 3- ,,,g,vyw.,.-,-<v-..-.=,,vm*-.w,,,,,+,,+.--c,- ,y.-#- , - , , . ., , , , , , - , - ,,mw-,w ...,,..,vm..,.gv -.m--~ ,. .y,,-+y., ..-w,-, , ,
. ~ , . . . ._ -, .. .. . .- _. - _ - - - _ -
-t TUGCO Engineering O TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 7 If at the time of walkdown, portions of a. clamp are inaccessible, the clamp shall be listed in the appropriate table as "IA". If the accessible portions of the clamp enable positive identification of the clamp type, it shall be noted adjacent to the "IA" designator. Conventional Means of -
- 1. . Tape Measure- '
Measurements 2. Folding Rule.- i
- 3. 6" Steel Scale
- 4. Feeler Gage
- 5. Fillet Weld Gage
- 6. Torpedo Level *
- 7. Mirror. '
- 8. Skew-Tee Fillet Weld Gage NOTE: This list is not meant to be all inclusive.
! 2.5 DOCUMENTS Engineering documents consist of: ' A. Gibbs & Hill engineering drawings providing information on { the original design conditions. 5 B. Design change document - Design Change Authorization (DCA) F i and Component Modification Card (CMC) C. "As-Designed" drawings combine the information of A and B above. D. "As-Built" drawings reflect changes in the field, if-any, l from the "as-designed" drawings. E. Other documents defined herein. 3.0 INSTRUCTIONS FOR DRAWINGS AND WALXDOWN 3.1 DEVELOPMENT OF "AS-DESIGNED" DRAWINGS A.'All cable tray hangers in Unit I covered by this procedure ] ,,. , shall have a CAD generated "as-designed" drawing produced.** () The "as-designed" drawing shall be generated by CAD-ENY from the following information sent by DCC to the CAD-ENY manager:
. ., . - _ _ _ _ . .. . -_ _ _ _ _ . _ _ _ _ _ ._ I
.- TUGCO Engineering [\_/- } TE-FVM-CS-001, Rev.-6 DECEMBER 1,_1986 Page 8
- 1. FSE 0159 Drawings to be compared with the Gibbs & Hill, Inc. engineering drawings and details for compliance.
- 2. Brown & Root map drawings and Gibbs & Hill, Inc. . drawings (2323-El-0500-S, 0600-S, 0700-S, 0800-S and 1000 series drawings).
- 3. Cable tray layout drawings (same as above without S1.
- 4. 2323-S-0900 series drawings.
- 5. Cable tray clamp / clip detail drawings (TNE-S1-0900 series and 2323-S-0900 series).
- 6. DCA/ CMC's generated against Gibbs & Hill, Inc. drawings (2323-El-0500-S, 0600-S, 0700-S, 0800-S and 1000 series drawings).
- 7. DCA/ CMC's generated against 23'23-S-0900 series drawings.
- 8. Architectural plant layout drawings for Unit 1.
O' B. The "as-designed" drawings shall be on a shown in Figure 2 and will consist of:
"B"' size drawing as
- 1. Hanger Identification Number.
- 2. Hanger general location, floor elevation and' architectural room no. provided in the drawing key plan.
- 3. Hanger configuration in plan and elevation. (Deleting all elevation call outs other than'the elevation of the-lowest horizontal member.)
- 4. Weld details and joint numbers (welded Joints will be .
sequentially numbered). All joints other than full length shall have a weld length specified. All joints shall have type and size of. weld specified.
- 5. Skew-tee weld-joints shall be identified on the "as-designed" drawing.
- 6. Details for anchorages will provide dimension lines locating the bolts in the-connection and dimensions left blank. .The "as-built" walkdown team will provide the bolt parameters (type, diameter, mark, bolt no.,
projection, "G" dimension) in table format (see Figure 2).
**The exception to this rule are those CTH's Listed in Table 1, for which a final as-built had been created in accordance with Re fo rent:es 1-F and 1-G.
TUGCO Engineering.
'(N TE-FVM-CS-001 Rev. 6 4
As/ DECEMBER 1, 1986 Page 9
~.. . Cable trays.will be.shown on the drawing with' blank dimension lines' locating the. tray on the horizontal member. The "as-built" walkdown team will provide the dimension.
- 8. Tray _ clamps will be shown'on drawings by type, only in the tray clamp table (see-Attachment A). Any clamps not in Attachment A will be detailed on the drawing.
- 9. The drawing wil.1 locate Field Work-Points (FWP)'s fo r diagonal bracing (note: the FWP can be either the toe or 4
heel for angle members). The as-built walkdown team will provide dimensions.
- 10. Applicable enginee, ring notes.
- 11. Reference to input documents used in preparing the drawing including DCA's and CMC's.
- 12. Title block with signature of drafter and checker. .A facsimile of the drawing title-block is given in Figure'3.
() f3. Space in title block for signature of engineer performing design verification.
- 14. Space in title block for signature of both individuals in the walkdown team.
- 15. Space for referencing applicable cable tray hanger span sketch number.
3.2 CTH "AS-BUTLT" WALKDOWN AND PREPARATION OF THE RED-LINED DRAWING AND " PRELIMINARY AS-BUILT" 3.2.1 Preparation for Walkdown
.The process of-walkdown and. preparation of' red-line drawings with ultimate production of "as-built" CAD drawings is shown in Figure 1 and is described as follows:
A. 'The Walkdown Group Supervisor and Weld As-Built Group Supervisor shall initiate and coordinate the "as-built" wal,kdown of the CTH by the "as-built" walkdown teams. B. The Walkdown Group Supervisor and Weld As-Built Group
+
Supervisor whall maintain on file a list of. individuals- ' approved to coordinate and document "as-builting" activities ' in acetordance: with this procedure and/or modification activities. t
~**-
9
~
R TUGCO Engineering TE-FVM-CS-001, Rev. 6 )O5 DECEMBER 1, 1986 page~10 C. . The Package Flow Group shall prepare.a work package' for:each individual CTH to be walked down. The work package shall
- consist of
- 1. " Traveler. Stamped" "As-designed" drawing for individual ~
CTH - two (21 copies.* a) The first copy shall.be conspicuously stamped:
" Sheet 1 - For Welding Information Refer.to Sheet 2" '
b) The second copyishall be conspicuou' sly stampe'd:
" Sheet 2 - For Welding Information Only" 4
.The Walkdown Group Supervisor shall ensure that as the
^
D. packages are being prepared by PFG,cwork. permits (if. required) . are obtained for the walkdown, scaffolding-is provided, and thermolag is removed whenever this is required by DVG. c E. The Walkdown Group Supervisor or his designee will add a Unit 1 cable tray hanger design adequacy walkdown checklist i (Attachment El to the as-built package. This checklist is to be filled out in black ink by the "as-built" walkdown-i engineer. The Walkdown Group Supervisor may at his discretion i add additional documents to facilitate as-builting, checking, or cadding of the CTH. ' F. The Walkdown Group Supervisor or his designee will add a TMF - l ' (Attachment C) to the package for identification'of Type I modifications / reworks. This form is to be filled out in A black ink by engineering personnel only. . G. The unique cable tray hanger span. sketch' number (s) will be referenced on applicable "as-built" CTHs. l H. The individual CTH's are walked down and all field verified-
- measurements
" Traveler Stamped *?
and/or information shall be recorded on :the "as-designed" drawing or attachments (drawings, sketches, etc.)'to the' drawing.- Attachments (11";.s i 17" format) may be added in order to' add or clarify "as-built" attributes. All attachments will be identified with.the CTH number. The attachments shall be numbered:(1.e., Sheet 1., 1 Attachment 1 of 1, Sheet 2. Attachment 2 of 5, etc.). A note will be added to the drawing near the attribute "For Additional Information See' Attachment x of x".
*For the 1846 supports and the Table 1. supports which-had been walked down 4
( and as-built prior to 11/26/85, the sheet I and 2 of the drawings utilized for walkdown shal.1 contain as-built-information rather than soie13 respect as as-designed information. .They shall be utilized, however, in all "as-designed". drawings. _ . _ _ . , .. . _ ._c_ ~ __. I -
r_.
^ - - ~ ~ - - - - - - - -
. r. :
~7 . ._._1., .
M i
- l TUGCO Engineering. ;
TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 11 l
- 3. 2.2 " As-Buil t" Deri fication A t t ribu tes A.- The following attributes shall be verified by the Field Engineers: 88
- 1. Hanger Plumb and Level 1
- a. A hanger shall be considered plumb if it does not deviate from a'true plumb condition by mor.e than +2
~
i i degrees. i b. Levelness tolerance shall be based on member length as given below: 1 Member Length (L) Vertical Deviation 3 End.to End L less than 16 in. . 1/4 in. t L is 16 in. or greater but less than 4'-0 3/8 in. L is 4'-0 or greater 1/2 in, O c. If.A and B abo e are in tolerance the' field engineer 3 will signify by signing and. dating the Sheet-1: drawing in the vicinity of the key plan in red' ink. d. If a or b above are not in tolerance the field engineer shall make a sketch (Ref. Para 3.2.1.HI i detailing the deviation. . At the discretion of the
! field engineer, Sheet 1 may be red-lined to show the deviation in lieu of~a sketch.
- 2. Hanger Location (relative to column lines and/or.other main plant reference points).
- 3. Elevation: Top of steel elevation.of the lowest horizontal member (excluding braces or mounting pla'tes) will be recorded. Only when the member is thermoingged 1
and the top of steel elevation cannot be obtained the elevation of the top of the thermolag on the lowest horizontal member will be recorded and noted as1TTL. I
**The 1846 and the Table 1 drawings of supports walked down prior.to 11/26/85 will--not require Field Engineering to re-verify attributes previously provided. The verification of levelness;and plumbness is a new requirement and may be documented in the vicinity of the key pian i
on Sheet I with "L&P" and the first initial and last~name of the F.E. > , person doing the work along with the date work was performed.- If any attributes are not shown on the drawings or are not available in F.E. Records then it must be reverified. An example is that the location ~ur
.some Table 1 drawings is not provided and some elevations are.not ;
known. I
?
^
-,,~~_- *
. . , , - . , , . . , - , . .-.. , '7 ,,. .. ,- ,
,i,- ,
'TUGCO' Engineering TE-FVM-CS-001, Rev. 6
( w) _ DECEMBER't, 1986 Page 12
- 4. 'CTH Identification Number
- 5. Architectural Room Number 4
- 6. Configuration of CTH attachment as shown in the location plan. ,
If item 2 thru 6 above are shown correctly they shall have a-red check mark entered adjacent to or above the serified attribute. If shown i nco r rec t.ly , or the dimensions are.not within the tolerances listed on. Table 6, the-incorrect attribute will.have a single red ink line drawn through the incorrect re'd information ink.above~or' and theto~the adjacent correct incorrectinformation recorded in information. the correct and incorr,ect-information shall be clouded; . Both; together in red-ink and initialed and-dated'in red. ink by the field engineer. 4 The field engineers,will identif.v each CTH by taggingLit with a stainless steel tag with the CTH number permanently stamped i on it. The tags shall be affixed to the.CTH with a plastic
,'[ tie wrap ( No te':
In the containment building, the plastic tie ' wrap shall be "TEFZEL" or Engineering Approved Equal.).
"TEFZEL"~ tie wraps are blue, standard tie wraps are white. ;
B. The following attributes shall be. verified by the "as-built" walkdown engineers.and red-lined on the appropriate' sheet of the " Traveler Stamped" drawing or an attachment to the 4
" Traveler Stamped" drawing (Para.-3.2.1.H)
- 1. CTH Configuration (Configuration as shown in the location plan is the same as shown in elevation on the drawing.)
- a. Member shape and nominal size as per .. Table 10.
(NOTE: If a borderline case exists in' identifying the member, th'en the next lighter. shape from Table 10 is to be assigned for conservatism rather than detailing the section.) n
- b. Dimension,. including addition of required dimensions.
1. Measurement Units - the smallest measurement unit the as-built walkdown engineer will use is-1/16". When measurrng and recording dimensions -these dimensions shall be rounded off to the-nearest 1/16" (except member thickness is to be measured to 1/32 of an inch to; establish member size). Gap O/
- -.(.
is noted only if greater than 1/16", as. defined in Para. 3.2.2.B.8. y g--9ee .4.-vv' + , - - - - - - y,p ,--yq- p.4m-- 3--,c 3--- - . .pp- g w--
I q l
/
i g, ,TUGCO Eng'ineering
- <( TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986
-Page 13
- c. Tube. steel or any closed section member.having'
, cover plates used inside~ containment must-have~aivent
' hole. Verify existence of vent hole. Record .11 ack o f '
vent hole on the TMF. d.: Indicate the: extent of TL/TB;per Attachment F. , Member Connection Details (Connection t'o support'membert
~
~2.
a'. -Welds *
- 1. Welding shall be verified for quantitative' attributes as listed below without paint removed.
- a. Type o,f weld ( fillet, flare bevel, groove, etc.)
I , j b. Configuration (two sides, all around, etc.)
~
- c. Weld length (to be measured)'
1 1
- 1. All weld lengths other than full-length shall have a weld length specified.
4
- d. Weld size (to be measured)
, e. Location r
- 2. The following acceptance crit'eria will be used to.
verify welds: l a. Measurement Units 4 The Table below identifies'the' smallest measurement units'the as-built walkdown engineer.will use when as-builting the listed weld attributes.- When measuring _and .. recording dimensions of the weld: attributes , f~ i listed in the table below,~these dimensions shall be rounded off to the nearest significant unit. j
- Prior programs have indicated-that' the weld attributes of major
- importance to design adequacy are the quantitative ones; length, type,- i i
size orientation. - - Qualitative attributes have. not been found tar impact - 1 design adequacy. Accordingly, the design adequacy program _only addresses quantitative attributes. However, qualitative' attributes. lack of fusion, overlap, porosity. cracks,, undercut,. slag O such-as inclusion, etc...will be addressed by QC by visual. inspection without removal of paint (in accordance with Reference- 1-Il and will be ,
- . verified to the extent that they_are accessible and-visible through the~
. paint. ] j 4
1 1 l TUGCO Engineering
,O' TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 14 Smallest Weld Measurement Attribute Unit (Significant Unit - Inches)
Fillet Weld Size 1/16 Weld Length 1/8 Weld Location (for Stitch Weld) 1/8
- b. A fillet weld shall-be permitted to be less than the size specified by 1/16 inch for 1/4 (25%) the length of the weld.
- c. The length and location of welds shall be as
, specified on the- detail drawing.
- d. Full penetration and partial penetration welds will have the actual length as-built and in addition the weld throat thickness will be indicated in parentheses as one half the beveled member (s) thickness.. (This is for information to the DVG and not to denote the effective throat thickness. QC will not verify this attribute.)
- 3. If the length or size of the weld as shown on the drawing is incorrect, i.e. it is outside the tolerances specified in 2 above, then the incorrect dimensions shown on the drawing shall be corrected by drawing a red line through them and writing the correct dimension in red ink above or near it. For fillet weld size, both legs shall be gaged when possible. When only one leg of a fillet weld can be gaged, the size will be recorded in the welding symbol with an (*) and an arrow indicating the_ member on which the gaged leg rests.
- 4. Each weld joint will be assigned.its own unique weld number (numeric or numeric-alphal to provide independent traceability. Weld segments which are inaccessible, of~ varying sizes, or which have multiple segments, do not require individual joint numbers if the weld can be denoted by a weld symbol for arrow side and other side.
1 l
.l TUGCO Engineering TE-FVM-CS-001, Rev.:6 (sd_s'} DECEMBER'1, 1986 Pag'e.15'
- 5. If a weld is not in the correct location or welds-exist that are not shown on1the "as-designed"
'rawing, the weld symbols shall'be altered or d
drawn with red ink to depict where weids'actualiy-
~
exist. A-weld Joint number.will.be. assigned if a weld exists at:a location which.does not have a weld joint number assigned.
~
- 6. A visually accessible we1d will also be identified' as "IA" (Inaccessible) if there is insufficient base member existing to. rest.the welding gage on to assure an accurate measurement.
- 7. For welds on structural' members, when the connecting, member does-not totally span the~ member i
it's welded to, or the members are not welded on 90 degree an~gles relative to each other (i.e., angle braces, etc), 'the actual weld length shall - be entered on the weld symbol. Any weld length shown as a minimum will be lined out and the actual weld length. recorded. () 8. Square welds symbols will be used to identify splice weld connections of structural members and i apparent seal welds of.two structural. members which exhibit no bevel.or:end' preparation for welding at the time of as-builting. These welds will be designated as " Seal Welds" in the-tail of square weld symbol.
- b. Bolts
- 1. Size (Diameter)
- 2. Quantity
, 3. Type (A307, A325, A449.or A490) (Ref. Table il
- 4. Spacing
- 5. Looseness (by hand without wrench).
- c. Bolt Holes The existence of unused bolt holes in
. structural steel (Attachment D) shall be recorded on the Type I Modification Form, TMF, (Attachment ~Cl for every instance ,
in which the'following is observed: 4 ( 1. Unused holes greater than 3/4 inch diameter. 1
- 2. Used or Unused holes spaced 2. inches or less from a bolt or an unused hole measured center to center.
-TUGCO Engineering' -/~')
TE-FVM-CS-001, Rev. 6 (_j ' DECEMBER 1, 1986 Page 16
- 3. Two holes (used or unused) located in the same cross-sectional plane (Attachment D). A cross-section is a section normal to the longitudinai axis of the member.
- 3. Support Anchorage
- a. Surface mounted plate or angle'(size and thickness 1
- 1. Pre-engineered embed plates which hase a CTH attachment shall have the embed. attachment-form (Attachment Il completed and-given to the Unit 1 CTH Program Manager. The cover sheet of the checklist (Attachment El shall be signed by the Unit 1 CTH Program Manager or his designee to indicat'e c'eceipt acknowledgement.
- b. Anchor Bolts - .
- 1. Type
- a. Thru bolts
- b. Richmond Screw Anchors
- c. Expansion anchors (Hilti Kwik or Super Kwik Bolts)
- 2. Diameter - Richmond insert diameter may be verified by measuring the head of the A-325 bolts across the flats to determine the_ corresponding diameter as follows: the bolt head width of a one inch diameter A-325 bolt is approximately 1 5/8",
the bolt head width of a one and one half inch diameter A-325 bolt is approximately 2 3/8".
- 3. Material (A325, A490, etc.) for bolts other than expansion anchors (Ref. Table 7)
.1
- 4. Quantity ;
- 5. Location of member with respect to bolts !
l
- 6. Bolt distance from heel of angle or channel, etc.
(Gage "G" dimension)
- 7. Expansion anchor bolt projection. The projection
' () shall be taken from the concrete or concrete topping surface. DVG shall subtract the topping thickness d,uring design verification to arrive at j
the true projection. The bolt projection should be flush with top of nut as a minimum. If nut.. { . H
u' - i
, f 3
l i TUGCO Engineering ' -,h) 4 TE-FVM-CS-001,'Rev. 6 v DECEMBER 1, 1986-Page 17 measure and record the distance from top of nut f to the bolt.
- 8. Expansion anchor. bolt length identification
-marking (Table 9) '
. 4. Anchor Bolt Spacing- , a. Spacing between expansion anchor bolts and/or Richmond i inserts on the same. fixture. i j b. Spacing between.expans' ion anchor: bolts on separate adjacent fixtures if shown on the drawing-or if:in ! violation of Table 4 ' req ~uirements. 1 i
- c. Spacing between expansion anchor bolts-and embedded j plates-if shown on.the drawing or in violation of i Table 2 requirements. '
Spacing between expansion anchor' bolts and the edge of 4 d. 4 concrete (including wall and floor penetrations) or abandoned anchor bolt holes or unused expansion-anchor bolts if shown on the drawing or in violation of, Table 3 requirements. . J
- e. Spacing between expansion anchor bolts and the heel of the angles used for water tight-doors and/or block- '
openings if shown on the drawing or in violation of Attachment _J requirements. t j 5. Tray Clamps - 4
- a. Clamp Type (any clamp not in Attachment'A and not detailed on the "as-designed" drawing shall have its ,
dimensions comparable to the X, Y, G and T' dimensions per Attachment A. detailed.by the "as-built" walkdos.n l' engineer). [ 1. Plate or angle size as applicable and as indicated on the clamp detail of'the CTH drawing. i
- 2. Clamps type A and C need no dimensioning.
l
- b. Bolting (clamp to structural member) i
- 1. Bolt material (A307, A325, etc.)
- j. -
- 2. Flat washer and/or bevel washer at mating surface ~
, to channei/ angle 4
- 3. Diameter t
- _ -. _ , _ _ . _ _ , , . _ .- _- . _- _. . _ . _ , , - _ - _ _ _ _ . _ _ = - . _ _ - , _ . _ _ . -
.i I
j'"] _ TUGCO Engineering
\_/- TE-FVM-CS-001. Rev. 6
- DECEMBER 1, 1986 i Page 18
- 4. Looseness (by hand without' wrench)
- 5. Dimensions as shown.by the letters on the clamp details on the CTH drawing.
- 6. If gaps shown on Attachment.A are exceeded, record the existing conditions on the TMF form (Attachment C). t
- c. Welded 1.
~
Weld size, type, length, location and orientation (Reference para. 3.2.2.B.2.a)
- 2. Plate or angle size as applicable and as indicated on the cla'mp detail of the CTH~ drawing.
- 3. Lettered dimension Y as indicated on the clamp detail.of the CTH drawing.
4 gg 4. If gaps shown on Attachment A are exceeded, record () the existing conditions on the TMF form.
- d. Bolting (clamp to cable tray)
- 1. Quantity
- 2. Diameter
- 3. Lettered dimensions (edge / gage distances) as shown on the clamp detail of the CTH drawings.
- 4. If gaps shown on Attachment A are exceeded, and/or if washer plate called'for in Attachment A is not.
p re s e n t', record the existing condition on the TMF form.
- 6. Cable Trays
- a. Width (W) and depth (D) (Record on drawing as W .s D)
- b. Location on support
- c. Extent of TL/TB around the tray (see Attachment F) i d. If gaps between the cable tray and the supporting member and/or top of the clamp exceed those shown on
) Attachment A. then record the existing condition on the TMF Form.
I~ i
.. Additional attachments to CTH~(1/2" dia'. grounding cable.
and fire sensor wires, shall not.lue verified) i l l _ ~ -
f[') .TUGCO' Engineering-
\ /; '
TE-FVM-CS-001, .Rev.13 DECEMBER 1, 1986 Page 19
- a. Type (e.g., conduit, pipe. etc.)
t
- 1. ' Size
- a. Nominal conduit sizes Reference Table 11,
- 2. Support no. (if applicable)
- b. Span length'to next support of the attached; item on each side of the support.
- 8. Bearing behind the base' plate'or angle 4
- a. If no shim is present and a gap greater than 1/16" (within the-envelope of 5" X 5" with1 expansion anchos or anchor bolt'at the center) exists between-the plate or angle and concrete surface shall be identified by.
bolt no. and recorded on the TMF (Attachment C),.but'
- will not be shown on the drawing.
() b. If a shim is installed'about the expansion anchor, the presence of the shim.shall be noted on the' drawing. Further the existence.of a gap greater than 1/16" between the shim and the concrete (or the angle)-shall be recorded on the TMF (Attachment C) but will not be
- shown on the drawing.
- 9. Information listed in Para. 3.1.BLItems 1 thru 15 are shown on the drawing (excluding items 10,11, 12 & 13).
- 10. Orientation of beveled washeis shall be indicated on the TMF if it is other than the full length of:the thickest 2hk-portion of the washer mating with the thinnest portion of the flange.
3.2.3 Red-Line Process. CAD and Inspection Interface A. When marking up the "as-designed" drawing
- the following ,
[ procedure shall be followed by the "as-built" walkdown team.
- 1. The tolerances listed in Table 5 are to be used for verification of dimensions after the as-built-walkdown engineer has completed the initial walkdown.-
The as-l built walkdown engineer will record on the drawingionly the actual dimensions measured. Tolerances listed on- l Table 5 will not be implemented during the red-line process. On sheet 1 of the "as-designed" drawing all
'O dimensions shall be checked. All attributes'other. than welding will be recorded and verified on sheet 1.
l { l
7-s . t LTUGC0 Engineering =
'TE-FVM-CS-001, Rev.L6
\'
DECEMBER'1', 1986 Page 20
- a. Correct dimensions and correc.t attributes will be identified by entering a_ check mark with green ink adjacent to, or above the "as-designed" dimension and/or attributes being careful not to render the dimension and/or attribute illegible.
- b. Incorrect dimensions'and incorrect. attributes will have a single line-drawn through the "as-designed" dimension and/or attribute and the "as-built" dimension and/or attribute shall be entered adjacent-
-to-the "as-designed" dimension and/or attribute and both' entries will be clouded together. These entries shall all be in red ink.-
- c. Blank dimension lines of any dimensions required are
-to have the. actual dimension recorded by the "as-i built" walkdown engineer in red ink.
- d. Dimensions that are shown as minimum and/or maximum
; will have a single line drawn through the "as-designed" dimension and the min./ max, notation and shall have the actual dimension recorded adjacent to-O- the "as-designed" dimension. The'"as-designed" and actual dimensions shall be clouded together-in red
, ink. L
- e. Required information not-shown on the "as-designed" drawing shall be. recorded on the drawing or on an attached sheet (11" x'17" format). These' entries-
, shall be in red ink.
- f. Inaccessible dimension and/or~ attributes shall have an "IA" entered adjacent to the "as-des'igned". dimension and/or attribute and both shall be clouded.together.
These entries shall be in red ink. o
- g. All embedments shownaon the "as-designed" drawing shall have a single line drawn through the embedment call out.- Information as'shown in the " Concrete-Boit-Table" shall be entered in red-ink.
- h. Supports having thermolag and/or blanket insulation-shall be identified by ballooning-the area that is covered and entering a "TL" or."TB"_as applicable in the ballooned area. These entries shall be in~ red
*Throughout this section, for the 1846 and Table 1 walked down supports ~
walked down prior to 11/26/85, it is understood that "as designed" refer = to a clean CAD preliminary as-built to be updated via the red-line , process.. 1
l ~ i l
'/'N ' TUGCO Engineering
.TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986-Page 21 ink. The location of the cable tray on the. support, the overall width.of1the "TL" or "TB". covering the cable tray, the height of the tray and -the extent of thermolag' covering the support members are the.only dimensions required to be obtained and recorded (Attachment F).
- i. Items that are not required to be on the final "as-built" drawing shall be deleted from the' "as-designed" drawing by having a single line drawn-through the item-being deleted. (See Attachment.H for a listing of items that are to be deleted.) Deletion of Attachment H items and any.other items designated.to be deleted-by the Unit 1 CTH program Manager.may be deleted by either ENY or Site CAD to facilitate consistency.
J. The cable tray span sketch number will.be added to the CTH drawing in the space provided. k. Ail accessible dimensions with tolerances listed shal1~ have a single line drawn through the dimension and 1 tolerances and the actual dimension entered adjacent to the lined out dimension and both shall b'e clouded together. These entries.shall-be in red' ink. All inaccessible dimensions with tolerances shall be handled as in f. above with the tolerance being treated as an attribute. .
- 2. On sheet 2 of the "as-designed" drawing all' weld attributes, (i.e. type, dimensions, locations), shall be checked for compliance in.accordance with the-provisions of section 3.2.2.B.2.a'and all.its subsections.
- 3. Depending on the condition of;the " red-lined" " Traveler Stamped" drawing after the walkdown has been completed it-may be necessary to transfer the information to another copy of the "as-designed" drawing for clarity. This will be done at the discretion of either:the CTH Walkdown Group Supervisor or Weld As-Built Group Supervisor-or their respective designee depending on which sheet is affected.
If a transfer copy is necessary,.the transfer copy and the original field copy of the " red-lined" drawing will be 1 returned to the walkdown engineer of record, each dimension and/or attribute shall be checked for accurate transfer, and the walkdown engineer shall document verifications the same way as on the' original.
'(
4. During the ongoing red-line drawing preparation process. the accuracy of the measurements and transfer of information to'the drawing shall be selectively checked
'by members of walkdown teams other than the originating 4
team and by an overall surveillance group. t
(_ 3 TUGCO Engineering I TE-FVM-CS-001,.Rev. 6 DECEMBER 1, 1986 Page- 22
- 5. After the redline process is complete the walkdown team members will sign and date_and put their respective. ;
badge number in the available space above.the title 1 ., block. The' walkdown group supervisor;or his designee will have final responsibility for drawing completion. B. After the walkdown team has completed.the "as-built" red-line
-(either a colored xerox copy or a-xerox copy with changes and/or additions to the drawing high-lighted in fluorescent green) it'shall be submitted to CAD.
- 1. CAD (ENY or site) .shall transfer'all red-line data to a
" preliminary as-built" drawing.* The rev. description jg_
block shall be designated " Issued For_ Inspection" and the revision changed to the next higher revision' number. This revision is not design verified.
- 2. The drawing shall be checked.f,or completeness and~ accuracy and signed in the " Checked". box by the checker. - Th e .
drawing shall be approved by the CAD supervising. engineer. ( (Note: The " preliminary as-built" is not a design verified drawing.)
- 3. The prepared and checked " Issued _For Inspection" drawing shall be submitted to the CTH Unit 1 program ~ Manager for distribution for QC Field Verification.
- a. The package Flow Group shall prepare a work package for each individual CTH to be verified by QC. The work package shall consist of:
- 1. Drawing designated " Issued For Inspection" -
Two (2) copies stamped:
- a. "This Document To Be Used Only In Conjunction With Operation Traveler
- Date "
NOTE: IR number entered in lieu.of Operation Traveler *.
- 2. Inspection report individually numbered.-
*For the 1846 CTH's and the Table 1 CTH's walked down prior to 11-26-85 which will be rewalked under the present program the." red-line" drawing will be created from a clean CAD-i drawing which already represent either " preliminary as-built" or a " Final As-Built". Thus for these supports the preliminary as-built will be an updated as-built drawing.
~ ,, - . -. . . - .
. 2 .
= -
. _ 1
~
'l 1
1- q i
~}; TUGCO: Engineering s ,ff TE-FVM-CS-001, Rev. 6 DECEMBER 1. 1986 Page 23 C. The QC inspector will verify.the measurements and attributes as shown on the " Issue'd For-Inspection"Ldrawing in accordance with the tolerances listed in Table 5 and Reference 1-A.
Dimensions and/or attributes denoting thermolagged and/or thermoblanketed components will;not be verified. E
- a. When no discrepancies are encountered (between engineering-and QC measurements .the " preliminary as-built" drawing' shall:be sent to CAD.for reissue:as the "As-Built" drawing and to DVG.
The "As-Built" drawing.shall be sent-4 to DVG. i
- b. Discrepancies between QC measurements and.the'" preliminary t
.as-built" drawing shall be identified on;the inspection-report. Resolution'of discrepancies between QC: measurements and " preliminary as-built" data shall be resolved by:
- 1. Reviewing the red-line drawing to assure that the discrepancy-is not due to incorrect transfer of information, or; typographical errors or omissions
- () from CAD, and
- 2. Evaluation of the discrepant attributes by en'g'ineering:
I 4 and QC.
- c. After resolution of the discrepancies any required revisions of the preliminary as-built drawing shall be performed-by 61 CAD and the rev, description block.shall be designated'"As-Built" and revision changed to the next higher' revision
- number. The "As-Built" drawing-shall.be transmitted to DVG
- for evaluation.
f NOTE: Any deficiencies that cannot be corrected as detailed i above shall be reported on a Nonconformance Report. /hs j 3.3 "AS-BUILT" DESIGN VERIFICATION-AND PREPARATION OF "AS-BUILT" (FINAL) DRAWINGS-
- A. 'The red-line drawings and-the cable tray hanger" span sketches-i along with the appropriate filled data sheet
- are reviewed ~1n i
the design verification process. B. 'If no design modifications are' indicated by the design verification process, DVG-shall sign'off.the "as-built" ' drawing as the final drawing -' closed Revision. DVG shall forward.the originals,with one (1) set of' copies of the final. l V O "as-built"1 drawings to the Unit 1 CTH: program Manager.
/hh.!
l If design modification is-indicated, the-requirements ~of {- paragraph 3.5 shall be followed. i $ - l
- R
,-,, . _ _ , . . - - - - --- - - - ' ~ - ~'~ ~~" ~ ^ ~~
-. + - . . -- - - .- . . . .-
1-TUGCO Engineering 1 ' i s-TE-FVM-CS-001, Rev. 6. { DECEMBER 1, 1986 j Page 24 C.
- Information identified and verified.lur QC on the Preliminary-i As-Built"' drawing as inaccessible ("IA")~shall be evaluated ,
by DVG (EBASCO or IMPELL) to determine which of the following conditions exist.
- 1.
The inaccessible item requires no furtherfphysical' investigation. This determination'is'made through' review of Design -Base Documents, . historical information and other pertinent data. 2. The inaccessible item is' essential.for design verification and requires further investigation. The following steps shall be followed to perform the investigation.
- a. DVG shall request the Unit I Program Manager to obtain the required data.
- b. The Unit I Program Manager shall issue a memo to craft to initiate actions required to render the item (s) accessible.
i c. Once the crafts have taken the necessary action to A provide accessibility they shall1 notify the Unit _-I Program Manager.
- d. The site engineering group shall redline the latest revision of the applicable CTH drawing depicting the now existing field condition and forward the information to DVG (EBASCO or IMPELL). 1 e.
DVG shall generate a Design Change Authorization (DCA) per reference 1-L, detailing the specific attribute (s) to be inspected by QC. ;
-i f.
} QC shall perform and document the required inspections i in accordance with reference 1-A.
- g. Upon completion of all. required verification activities the DCA shall~be incorporated into the i
final "As-built" drawing by DVG'(EBASCO or IMPELL) in i accordance with reference 1-0. ; i h. l' If the craft is unable to render the item accessible for field verification without najor-rework as determined by engineering, QC shall document the situation on a CDR. !O i
-,-w- - .. , , , , . - = , . ,,y 3.- -e - - m - esev g eg w y , vett,w- w-t-w ,
l
,,q- 1 n -
1 I
~TUGCO Engineering TE-FVM-CS-001, Rev.L6 DECEMBER 1, 1986-Page 25 3.4 MODIFICATIONS OF CTH (TYPE 11 4
3'.4.1 Tynes of Modi fications Deficiencies that'do'not easily lend:themselves to resolution by I engineering analysis (Type 1) shall be-recorded on_the. Type 1 p Modification Form'(Attachment C) by-the walkdown engineer in black -
~ ink.
- (Note
- Type 1 discrepancies shall be documented by the QC inspector-during the verification;proceus in.accordance with Reference-1-A.
Type 1 Modification Forms.shall be-initiated when any of the following conditions exist. Type 1 Modifications are as fo'11ows: 4 4 A. Bearing Behind'the Base Plate or Angle -g'aps greater-than 1/16" as described in article 3.2.2.B.8.- () B. Washer Orientation - if beveled washers'are'found incorrectly installed. jh( l C. Unused Concrete Bolt / Anchors and Holes Violating Spacing ' Criteria. D. Incorrect installation of structural bolt types and bolts for 4 Richmond inserts. , E. Bolt Holes in Structural Steel - One of any two-(2) holes ' in structural steel which are located.less than 2"~on center.
- Unused holes in the same cross-sectional plane as_use'd holes.
No more than one unused hole may remain unplugged.in any ;
- cross-section having unused holes only. Any unused hole' '
l larger than 3/4" diameter. All other unused holes may remain unplugged. A cross-section is a section-normal to the. 4 longitudinal axis of the member. F. Loose Bolts - any bolts found loose. i l- G. Vent Holes - provide vent hole in any closed sections in the
- containment building.-(Reference 1-C)
H. Cable Tray Clamp Gaps - any sap in excess of the maximum-allowable gap as shown on Attachment A.: I. Cable Tray. Gaps - any' gap in excess of the maximum allowable I gap as shown on Attachment A.. J. Missing Washers on Hilti Bolts
j' ' TUGCO Engineering ,\ TE-FVM-CS-001,.Rev. 6 l DECEMBER 1, 1986 I Page 26 All'TMF's shall be transmitted via memorandum to QC for I evaluation. ' 4 If QC concurs-that the TMF is valid and has previously'noted the
'same . discrepancy, QC shall denote the applicable inspection report number on the memorandum.
If QC concurs that the TMF is valid and the discrepancy was not 4
.previously reported by QC, they shall generate:a Construction
- Deficiency Report. The CDR number shall be noted on the l memorandum.
If QC determines the TMF to be invalid, the rationale supporting this conclusion shall be annotated on the memorandum.
- The TMF's and memorandum shall then be returned to the' Unit I Program Manager for further evaluation.
For TMF's reported by QC to be invalid, the Unit I Program Manager shall assess the TMF.and the QC rationale. ,() TMF's determined by the Unit I Program. Manager to be invalid as { reported by QC, shall be so noted on the' memorandum.. TMF's' determined to remain valid by the Unit I' Program Manager / shall result in the initiation of a CDR. The CDR shall be processed in accordance with Reference 1-M. j The CDR n' umber shall be referenced on the memorandum by the Unit 1 Program Manager and a copy of the memorandum shall be transmitted to QC for their information. i 3.5 ' DESIGN MODIFICATIONS ! A. DVG shall design required modifications other than Type 11, for the affected CTH. A constructability review shall be performed on site and any interferences or constructability problems shall be noted on the drawing and returned to DVG for evaluation. , 4 B. Upon resolution of any construction problems found during
- constructability review, the DVG shall incorporate the required design modification into a DCA in accordance with Reference 1-L. .
I C. Design modifications will be. performed and documented by l construction personnel in accordance with Reference 1-C. () D. Upon construction completion of.the design modification, CAD shall incorporate the DCA into the "as-built" drawing, ; designating the revision description block "as-built" and the 'l
-revision changed to the next higher revision number indicating !
I- .. incorporation of the applicable DCA. l
. I
_ -. . -- . - - . .- = - - -
. . . . .~ . . -- .- . .
? i '?f" s . TUGCO Engineering' TE-FVM-CS-001,_Rev. 6 DECEMBER 1, 1986
~
Page 27-E. The drawing shall be checked for completeness-and accuracy; and signed in the " checked" box by the checker. The-drawing 4-shall be approved by the CAD Supervising Engineer. } F. .-DVG.shall sign loff the " Final-As-Built". drawing as the final ~ i drawing - closed Revision. DVG shall forward th'e originals-with one-(1)' set of copies of the " Final As-Built" drawings i to the Unit =1 CTH Program: Manager for. transmittal to DCC.- 3.6 QC " FINAL'AS-BUILT" VERIFICATION
" Final As-Built" verification:will- be performed in accordance with -
- Reference 1-A. .The " Final As-Built" verification by_QC can be 4
either a documentation _ review,*Lif no physical _ modifications were required, or a final inspection of.the modified support. To signify to QC that the attribute can be:left as_IA on'the final. as-built,_but that engineering has satisfied itself,that.the
- support is OK, the letters EA (Engineering Accepted) or DBD (Design Base Document) shall be placed in. parenthesis-next to the IA on-the FAB. Similarly, when historical information'_is used,-
j the letters HR should be ~ placed in parenthesis.. next ~ to -the 'IA. ' For discrepancies requiring drawing revision for resolution,'.DVG- :i shall generate a DCA in accordance with Section 3.5 of-this procedure. Once the support is verified by QC to'be in accordance
.. 6' with the DCA, DVG shall incorporate the DCA into the next revision of the " Final As-Built".
3.~ VERIFICATION DOCUMENTATION i A. The Design Verification Group shall send all calculations ! performed in accordance with reference 1-E~as part- or ! the design verification process, or the design modification process to-TUGCO EA in accordance with-Reference 1-J.- . l B. The Unit I Program Manager shall send to TUGCO EA in accordance l with Reference 1-J the following documents generated in-i conjunction with the walkdown process: l 1. Cable Tray Hanger Span Sketches i 2. Type I Modification Forms and associated documents (Transmittal Memoranda) j
- 3. Red-Line Drawings
- 4. Cable Tray Fill Data Sheets
- The documentation review shall be performed utilizing the CTH package received from PFG containing the As-Built CAD, the Q.C. original
- Preliminary As-Built, and all inspection or records review performed against these drawings.
.-w,,..c ._..-m
- .r-,.,,_,y-.,c,_.,_E~ r,.,-,,.n m, - , _ , _ - - - ,, - . , . , , , . - ~ _ . . - , _ , _ , . . ,_.- m-e , , < , . . _ , , , - - _ , - - -
f TUG'CO Engineering- .
.TE-FVM-CS-001,.Rev. 6 3
- DECEMBERci, 1986 -
Page 28. ). 3.8 IFLOW~OF' DRAWINGS / PACKAGES' f : 2 The flow of packagesfsha111 follow the activities described in-Figure,1.--Drawings'and other documents shall be transmitted as
- follows:
F 1. As-Designed Drawings t ] The.as-designed' drawings shall be. transmitted.from. CAD (ENY .A'.
- or sitel-to the-Unit 1 CTH' Program Manager'/ Records Control. m For the CTH's listed.in
- Table-1 the. Unit: 1 CTH Program Manager.shall send to, CAD.(ENYLor sitel the existing final ~
L as-bulit drawings withrinstruction to-prepare drawings to be
" issued for walkdown".
[ CAD (ENY or sitel shall-transmit the latter back'to the Unit 1 CTH Program Manager / Records Control in a~ manner identical' E A' to the transmittal of as-designed dr,awings'.
, The Unit 1 CTH Program Manager / Records Control shall transmit the as-designed drawings to:DCC via a cover memo which i f/- provides detailed instructions regarding the number of ..
l ', _
^
" Traveler Stamped" and '*O&E" copiesLto be made andifor whom
- DCC shall.forwar.d the drawings to PFG for packaging and s distribution to Fleid Engineering. Field-Engineering.shall' l return the package to PFG. PFG shall transmit packages-
!J completed by F.E. to the Unit 1 CTH-Program Manager / Records ! Control. Unit 1 CTH Program
- Manager / Records Control ~1ssues j the packages completed by Field Engineering-to the Walkdown -
! Group Supervisor for distribution to-the'walkdown teams.
- 2. Red-line (Preliminary As-Built) Drawings -
.Following completion of walkdown the individual'CTH packages
- are returned to.CTH Records Control. The Unit 1 CTH-. Program. ,
j Manager / Records Control assures that copies,'as required'are' ! made of the' red-line drawings. The origina1Jred-line drawings , i~ are returned to.PFG, and the required number of copies of tlue l package shall be transmitted to CAD (ENY or.sitel for. preparation of the "1ssued>for inspection" drawings.. Copies-gj{ I i
- as required may be sent to~various groups for.information l l* purposes. During the time between when the package _containing: .
the " Traveler Stamped" drawing is~ received (Sheet 1 and Sheet l 2 and the checklisti by As-Built Records and when'the red-11nelljhg' l is transmitted to CAD (ENY or Sitel at the conclusion F, of the program the Unit 1 Program Manager shall see that ! the drawings and packages are processed in'a. manner ( consistent with good engineering practice. ! i . l l+ . i j.
- . . = . . , - - , - . . . , . . . . - , , . - - - - ,-,, , a .a. ~ . + . , , .
i 1O 7 TUGCO Engineering TE-FVM-CS-001, Rev. 6 i DECEMBER 1,'1986 ' , Page 29 CAD-(ENY or site) shall return'the;" issue for. inspection" jf( 1 drawings to Unit 1 CTH Program Manager /9ecords Control who shall_then' transmit them to DCC via cover meno.' The memo ! 4
- shall specify the number ~and type of copies to be made and
, for-whom. ;
~
DCC shall issue :the drawings to PFG for packaging and
~
transmittal to QC. At inspection-completion, QC shall return i the package, containing all drawings and completed inspection.
- reports to PFG. PFG shall transmit completed packages to Unit 1 CTH. Program Manager / Records Control. Packages are then ,
4 given to walkdown group to ascertain satisfactory status._ Required number of copies of satisfactory packages will be- g i sent to (ENY or site) and originals will be returned to PFG. Unsatisfactory items will lur resolved with QC, then packas'es 7, will be handled in an identical manner as-satisfactory + packages. Any package containing.upsatisfactory attributes in the inspection reports shall be held by the Unit 1 CTH_ Program
- Manager until the unsatisfactory items are resolved with QC.
Following resolution of any unsatisfactory-items, the originals of all the packages shall be returned to PFG, and the required number of copies shall lue transmitted to_(ENY or
~
l '-
. site) for preparation of the "as-built". drawing-and- ;
subsequently to DVG for design verification. Any revisions required subsequent to;QC inspection and, prior A to the Final As-Built, shall clearly indicate the reason for i the revision (i.e. in' corporate comments, as noted,-issued for' ) Type I Modifications, etc.).. I
- 3. As-Built Drawings Design Verification (DVG) shall either approve the'as-built drawing or recommend modifications. If the as-built drawing l is approved, it shall be transmitted to the Unit 1 CTH Program Manager / Records Control, for transmittal to DCC via cover memo For those supports in the Reactor Building and Safeguards
- Building the CAD Supervising Engineer shall sign the as-built i portion of the drawing revision block _and transmit the l original drawing (per Ref. 1-E) to'Impell Corp._for signature -
and eventual transmittal to the Unit'I' Program Manager for processing to DCC. DCC will process the drawing in
- accordance with Reference 1-N.
t i O 1
l l
~
'l l
1
/T t i TUGCO Engineering
.f l TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 page 30
~4. The package flow. described herein is the normal manner in which A packages wi'll be handled. /w' There may be instances in which this normal flow path can be altered. -In those instances the cover memos issued by the Unit 1 CTH Program Manager to transmit the drawings or packages shall contain a detailed explanation of the reason for departure from the normal flow path and shall provide clear. instructions for expeditious reestablishment of.the normal flow path. This is illustrated by-the following:
It shall be permissible for DCC/pFG to lasue as-designed drawings to the Walkdown Group instead of.to Field Engineering, provided th'a t the cover memo transmitting those drawings specifies that this is to be done and provides further instruction that upon return of the red-line drawing, those must next be sent to Field Engineering. ()3.9 CABLE TRAY SPAN WALKDOWN AND pREPARATTON OF CABLE TRAY HANGER SPAN SKETCHES (CTH-1-SL-XXXX) , 3.9.1 Preparation for Waikdown The process of walkdown and preparation of cable tray hanger span sketches is described as follows: A. The Walkdown Manager shall initiate and coordinate the walkdown of the cable trays by the cable tray span walkdown teams. B. The Walkdown Manager shall maintain on flie a list of individuals approved to perform cable tray' span walkdowns. C. Design documents used for the cable tray span walkdown are as follows:
- 1. Brown & Root Map Drawings (FSE-XXX Series Drawings)
- 2. Gibbs.& Hill Electrical Tray Layout Drawings (2323-El-0500, 0600, 0700,.and 0800 Series Drawings).
I l
,((()
O
[A .\ TUGCO Engineering
'\ l TE-FV>1-CS-001, Rev. 6 DECEMBER'1, 1986 Page 31 3.9.2 Cable Trav Hanger Soan Sketches And Walkdown A. Cable tray hanger span walkdown teams consisting of two or more cable tray span.walkdown engineers, will perform a walkdown and either red-line a print of the applicable G&H electrical tray layout drawing and/or prepare a field sketch with the following information as . listed below, in aceurdance with CTH-t-SL-Legend Sheets, no. 1 and no. 2 (See Attachment G):
- 1. Cable tray configuration
- 2. CTH. configuration in relation to the cable tray
- 3. CTH identification numbers
- 4. Identify support function (longitudinal, transverse, multidirectional or structural, framework and note on the
- sketch with an L, T, M or'F respectively).
T 5. Indicate portions of the cable tray that are ' thermoblanketed and/or thermolagged by ballooning the area that is covered and entering a "TB" or "TL" respectively in the ballooned area.
- 6. Identification of multiple trays on the sketch when-applicable.
- 7. And all other pertinent information as indicated on Attachment G.
f. B. The information obtained during the walkdown will be transferred to a "B" size sketch (11" X 17" format). In addition the sketch shall also show the following:
- 1. Blank dimension lines for all required dimensions.
- 2. Blank' degree of angles for all required angles, as listed below:
- a. The angle of the CTH'in relation to the cable tras.
- b. Horizontal and/or vertical changes in the direction of the cable tray.
- 3. Designated work. points (W.P.) (Reference Attachment G) 1 4. A match line with the continuation sketch number when
, i applicable. i 5. Reference drawing numbers of the G&H drawings and map drawings used to develop the sketch, i .
\
/ 's TUGCO Engineering
\s-) TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 32 C. The field engineers shall obtain and record on a copy of the cable tray hanger span. sketch in red ink (which may be either hand drat.n or CAD generated) the following required information (as denoted or as shown on Figure 4 and/or Attachment G):
- 1. Dimensions (to the nearest inch)
- 2. Angles
- a. Vertical and horizontal cable tray offsets,
- b. Orientation of CTH in relation to the cable tray (record all angles other than perpendicular to the cable tray.)
- 3. Tray Designation Numbers
- 4. Check mark at standard cable't' ray 45 degree and 90 degree fittings (and) record deviations in excess of 5 degrees (1 5 degrees). For cable tray offsets other than
() 5. standard fittings the actual angle shall be recorded. Limits of thermolagged.and/or thermoblanketed cable tray shall be recorded as follows (See Attachment F):
- a. Nominal (13/4") width and depth measurements of i thermolag and/or thermoblanket over cable tru>=.
- b. Termination of thermolag and/or thermoblanket located from an identified fixed point (i.e., CTH).
- c. Location and change in nominal dimension of thermoing 4
and/or thermoblanket width and depth. D. The marked up cable tray hanger span (CTH span) sketch will be returned to engineering-to have all dimensions and/or attributes incorporated on the CTH span sketch. E. CAD will generate a sketch incorporating all obtained information and return the CAD generated and the hand drawn CTH span sketch to engineering for checking. F. The CTH Unit 1 Program Manager shall sign the CTH span sketch and forward it to "as-built" records control group (Figure 11. G. Each cable tray hanger span sketch shall be assigned a sketch i'~ number and shall be numbered consecutively. The sketch numbers shall be as follows:
e I
< ['
TUGCO Engineering TE-FV)!-CS-001, Rev. 6 DECEMBER 1, 1986 Page~33 i-
- 1. CTH-1-SL-1000 (series) - Reactor Building-l 2. CTH-1-SL-2000 (series) - Fuel Handling Building.
- 3. CTH-1-SL-3000 (series) - Control Building
- 4. CTH-1-SL-4000 (series) - Safeguards Building
- 5. CTH-1-SL-5000 (series) - Diesel Generator Building
; 6. CTH-1-SL-6000 (series) - Auxiliary Building
- 7. CTH-1-SL-7000 (series) - Duct Banks (Manholes)
~
1 Each cable tray hanger span sketch which has a match line will show the sketch number'of the continuation sketch. I H. Distribution of cable hanger span. sketches will be as-follows:
- 1. Prints, as needed, will be sent to design verification groups.
- 2. The original sketeh will be retained by the Unit 1 CTil Program Manager.
I 4.0 INTERFACE CONTROL V All Interfacing will be in accordance with Reference~ 1-K. g n 1 I l
_ . .. _ _ - .~ b
~
D . O 1
"W"El* -. M - 75"",, _. =gl!Igr. M -. W " "*
- O- :
" M
~
1 I i l gy g anur- _ mur- m, . .ssana na _ ;3y , u _ g - i . I
.ra ,
L = g . =
=
i 1. a s - [ . . 1 .
=
CTH WALKDOWN AND "- I DESIGN VERFICATION I I VIA A ' REDLINE' PROCESS-s~ . ,..& - "' I - i _ gy .- g . 3 ,, ' . . c, 4 e m# #
"C a s" 9*-
-on i O4
, HW@
, mma eM
- m i
- 1 , ;b ,. '- ' > ii konO maa aat. ,wa#. _
m e mj:,. a n toICc~. WT
- n
_ 3romZemm .
..cG7.
Ies e o s f jg M p. &" L' - c s 1" e s s e o c.s t n e a B A
.e 5
7 S . tw ts i ms R E e s n t
- e. .,
s E t e_ "2,!.
'. EO s ac G g
S a I C s se N 3 a C . ! T en A _h! E 4 s , I s s N e s IG ie H . t n F l . e . 2 LN s s 4 Elt
. 1 S I . F t n ! e Y
, t e O n0 e e. I I v.cs s.
fe J . a0 T T a a AT n eo e s s . h _ m UA e. se RI- y t I. . Cl R F r8 a tL s4 s . e
. n
-e R
S E rav.vs T N E U e w n. c M e es at p- . . .. A N us L B s l o s .e e.
- X E t m s
g rC a. 1 h0 S,
- e. a t
EC psu rl A C s. s g t f o . . . en fc I s I l-s . a s-s s. m as s e 8 I i nt ea l ' e. s a s. ee p = s= tl im . a c. m
, a e s
, e1 E 1L :,
Dn e m
, B Eess
. A T s t e
,6
, . T As 8 e Lac er f E si
_T 1i Hcia i
* , asr f_ e .L V ssa O
B SI Eeis s a s SFsca lsae e E AASaas T L Ises E sn e m
, =
e, R CN s. ai
,=
e C Euuc L Ce s _O N Us's Nt"et
, i a
(
, sae. C s5"s=
..? S w*Na. !
.P e M n' _'s . A i ".*_U. L C T _' N ,
._' hY
. ' A e_.8 ' R
- s. ' "' E T
- t. E
" is.
L
- s 8 A
T e
. m Y t.
t n A e s R r T a
'. . A A
.g [.,
N 1 l" o' wf g 3 E r g e e. O I T A V 1 , b E _ e L i E ._ l. e - ~ . e t 1~ , _ . s a , i s m e , ,- . s e pS , 7 / t y
<a _
g- _
,; l. lI . ,,< , < ' -
! ,'< ; 4 l. i i
O O O . 4 l REFERENCE DRAWINGSs REFERENCE ORAWINGSe 2323-El-0801-00-S RL --
. _ . - ._ 2323-El-0001-00-S R1 2323-S-0I11 R2 LDEleIL.ti._ __ ._ _
2323-5-0111 RE LDEI4!L ti . . Y -f> l, t DESIGN VERIFICATION SY , DESICN VERIFICATION SY
; se E8ASCO SERV 3CES INC. et ] WELL CORPORAT]ON.
sa ISSUED FOR JNSPECTION. et ISSUED FOR INSPECTION. C & H APPROVED FOR G & H E JJW.D FOR . fl NG REVISED To fb 000 REVISED TO INCLUDE 1HE CON 1ENTS OF: INCLUDE THE CONTENTS OFs i FSE-00159-ES26. REV.d.. FSE-00lSS-6926. REY.d FSE-00235 iHAPI, FSE-00235 iHAPI, CHC-53238 REY.1 CHC-S3234 REV.1., as OCA-6330. REV.0_. es - nCA-6930. REV.O y'9 [ ense eine ce M% REMARKS ._ 7 anse em es EI[ REMARES * ! TEXAS UTILITIES . TEXAS UTILITIES . ! GENERATING C0. !5 GENERATING CO. !5 l AS-DESIGNED (REY. 0) BY: CISBS & HILL INC. AS-DESIGEDIREV.00 BYs GISBS & HILL INC. AS-DUILT BY EBASCO SERVICES INC. AS-9UILT,BYs DPELL INC. _?
=mmo Q
CABLE TRAY HANGER C4BLE TRAY HANGER uss
. mmim UNIT .1 UNIT 1 [ga
- c.P.s.E.S. Dus. w0.
g , l ~ REV. c.r.s.E.s. aus.No. REV. SE
. SLEN ROSE 1EXAS CTH-1-6526 02 sten Rose CTH-I-6928 02 $
] TEXAS oo - l *E5 [ - 4 (_____---__---___-------_- - -- - - - - - - - - - -- - - - ---- --- -- - - --
l TCGCO Engineering TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986-Page 37 FIGURE 4 l i
!.!i a
-g .i s.1 we e s s s 1 5 als I u !
- =
!l Og
' 7
- s- a-i a .
- 5o 5? 4 g -
g
$e s Y t g:; l E:s s": s; n g.l
;v:f4 He -
g5 J - s-3 c,5 ii"g a 8 a H s. vit.!.!..!!.. : o u [A 4i I I Ig) ! 4"
!!!ils:
4 ' id 1 g s r 4l 30
* = -!
=
hla
) N'_f
~
i b3" N \. 3, -
- Jbs 4
7 j.. 1
- m::*!I
- m. ..*.
t 3' I dstil O . 3, d t T*. b ?-
** 2 y
wgdd
. 9 ,,
u -333 i s * , = 3
!N , h d,_
*t =u t i_ - <
i: -
.l is N i
!g* ! g !_ !
@l v :
.. o L- r re r .
i e
=
1 9b t t \t t y viis [i s '. i E j % p" T h % i di e ;-[ e Wx i s m s e' G m s G e& G ; t 8e !
\ t
., J
. O = ys.. 1 x l __ __._.. ____._ _-._.__ .._,._._ __. ..- ___ , .....,__.-...-..,._. _____,. _ _ ,__...,
. . .- .~ . _ . . . . ~_
I / j; f $ - TUGCO' Engineering-TE-FVM-CS-001, Rev. 6 i DECEMBER 1. 1986
- Page 38 e
TABLE 1 UNIT #1
- CABLE TRAY HANGER SAMPLE-WALEDOWN f451) i s.
, REACTOR BUILDING 1 CTH-1-47 CTH-1-5918 , 52 -5919 { 55 5981 57 5993 232 ' 5994 233 -5995 237 -
. 6054 1184 6056
- 1185 6057
! 1333 6058' 1814 6059 2359 -6521'- ' 2360 , 6522 4746 6523 4747 6524 5453 6580 i 5471 6584 5475 6618 5486 6627- ' 5495 6638 5753 6644 5754 6836 5773 5776 I 5813 i 5842 i 5875 5876 4 5886 > 5911
- 5912 5917 5978 5985 5986 j
- This Lis t. _ con t.ains CTil's within the Unit a t Scope of work. (3951- < -
1 ?
.v,-.,,. .-,.m., -,, .._y,,_.m. -
e, . - , - ,,,,,;,-,--- . ~ - - - ,. - .,.. mv --,.---,m.,. . - , .. ---r_ . . ___. -~....m- - - , . , . . , - - - , _ . .
,~ . - - - - . - . _ - - . . . . . . _ _ -_
TUGCO Engineering :
-r TE-FVM-CS-001', Rev. 6
._, DECEMBER 1,-1986.
Page-39
. TABLE 1 (Continued)
DIESEL GENERATOR BUILDING CTH-1-2025 CTH-1-2123 2026 2124 2027 2125 , 2028 2144 ! 2029. 2145. 1- 2030 .2226 1 2031
- 2236 j 2032 2244 2033 2501 2074 - . 2502 2075 2503 2076 O FUEL HANDLING BUILDING CTH-1-1718 CTH-1-6937 1719 . 6940 ,
1720 6941 1721 6942 1 1722 6943 i 1842' 6944 ' 1849 6946 1862 6947 1864 6952 ; 1944 j 6953 1947 6954 1957 6955 l 1978 6956 4 6935 69C1 l 6936 6964
- l i
l 4 CONTROL BUILDING 2 CTH-1-7194 CTH-1-7200 7195 7201
--.,,--.e.,m.. ,-._,--,.,.-w -
r,- - , - . cm,e.. ...v..,--cy. -y- ,.,w.my- ,.p-.v-~. .,, --,-y-pyer,%--,,,--,y,,.e gy--.y----,~s . , - % , + --, T
.[
- TUGCO Engineering TE-FVM-CS-001 Rev. 6 k- DECEMBER'I. 1986 Page'40.
TABLE-1 (Continued) SAFEGt'ARDS BUILDING CTH-1-203 CTH-1-2509 204 2515 205 2526 206 2546 216 2551 220 2552 221 2586 244 2587 245 2600 247 2662 252 2726 256 - . 2731 259 2738 261 2792 262 2830 263 3149 i O' . 264
.265 3155 3608 269 3609 i
283 3612 284 3613 638 3618 647 3619 717 3630 718 3631 777 3632 882 4719 1
- 886 4720 887 4844 888 4887 l
- 889 5257 890 5258 i 892 5281 1374 ,
5432 1432 5433 , 1449 5434 1516 5435 1534 5436 1633 5437 1987 5438
=
1988 5439
.2152 5584 i
- ( 2162 12491 2163 12575 i 2277 12581 I
- 2278 13200 6
. _ , . . _ _ , . , , , . . . - - - . 7,_,_,,, . . . , ,.__m .,,,_,..__,ys ,_ . , , -
F 1 TUGCO Engineering h TE-FVM-CS-001, Rev. 6 (s~. j; _ DECEMBER 1, 1986 Page 41 TABLE l' (Continued) AL*XILIARY BUILDING CTH-1-43 - CTH-1-1609 CTH-1-4989 148 1614 4990 149 1615 5018 150 1619' 5026 172 1620 5048 173 1621 5049 174 1678 5115' 198 ' 1692 5201 199 1693 5234 333 1880 5235 362 1883 . 5303 426 1889 5324-452 1919 5365 l 485 1923 5605 486 1926 5658 487 1927- 5668
- 493 1939 5705 498 1940 6066 500 1941 6067 517 2158 6068
! 518 2349 6069 537 2350 6087 547 2351 6088 568 2784 6089 579 2925 6099 1004 2956 6130 1015 '3013 6134 ! 1122 3019 6149 1123 3020 6153 1130 3114 6154 j' 1132 3115 6170 1136 3116 617.1 1242 3118 6172 1244 3119 6275 1245 3355 6302 , 1253 3945- 6315' 1254 3948 6316 1255 3950 6321 1256 4728 6322 l 1259 4729 6323 1260 4730 6324 I , 1261 4894 6344 1396 4917 6345 , 1399 4919 6346 j; 1608 4988 6368 l 9
-. ,,, , - . , - - .* y c, . - , , , , , -- --,, ,.--e.-.- -
TUGCO Engineering
-TE-FVM-CS-001, Rev. 6 qj -
-DECEMBER 1, 1986 Page 42 TABLE 1 (Continued)
AUXILIARY BUILDING CTH-1-6371 CTH-1-6802 6372 6803 6382 6804 6410 6854 6411 6855 6412 6861 6413
- 6863 6432 6864 6448 6865 6449 *
. 6866 6450 6899 6451 7106
6452- 7184 '
6453 7185 6456 7186 645, , ,205 6458 7206 6465 7207 6477 . 12600 6478 12608 6482 12632 6483 13008
-6669 13014 6774 13056 6775 13084 6776 13085 6779 6780 l
l / O . 1
J 9
)
1 TUGCO Engineering bw i () TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 43 TABLE 2 MINIMUM CLEARANCES TO EMBEDDED PLATES
- 1. Where embedded steel plates are unoccupied by attachments for a
- minimum distance of 12 inches on both sides of a proposed Hilt t Bolt location, the center of the bolt may be as close as praettea!
to edge of the plate without damage to plate.
- 2. Where the embedded steel plates are occupied by attachments within minimum distances shown above, the minimum clearance to Hilti Anchors shall be as follows:
Hilti Anchor Nelson Stud Edge of Plate Size to Hilti Anchor. to Hilti Anchor 1/4' 5 1/4 3 3/4 3/8 5 7/8 4 3/8 g.' 1/2 6 1/2 5 5/8 7 1/8 k'_,N) 3/4 7 3/4 5 5/8 6 1/4 1 9 1 1/4 7 1/2 10 1/4 8 3/4 Dimensions are in inches. Distance measure with reference to center of bolts and studs. Where location of the nearest Nelson Stud can be determined from the '* S " stamps on the embedded steel plate, the minimum center-to-center clearance to the Hilti Anchor as shown above shall govern. > Where location of the nearest Nelson Stud cannot be so determined, J the minimum clearance to " Edge of Plate" as shown above shall govern. , _ if Hd ofMid 4$T (gesgoogo pg, I . Z y - --,----m-- , - , ,,.cv 7.,- , - . , , - - , , - , . . - - , . ,v, -
-w- -
e TUCCO Engineering
s' TE-FVM-CS-001, Rev. 6
( j. DECEMBER 1, 1986 Page 41 TABLE 3 MINIMUM BOLT CLEARANCES * (ISCHES)
$1 INDIUM DISTANCE TO Abandoned Hilti B:s i t s Hilti Richmond or Holes and i
Bolt Size Screw anchors
- Concrete Edges Embedded Anchor 1-inch 1 1/2 inch Bolts that are Cut Off**-
1/4 7 5/8 12 1/4 1 1 /.4 1/2 3/8 8 1/4 12 7/8 1 7/8 3/4 1/2 8 7/8 13 1/2 2 1/2 1 5/8 9 1/2 14 1/8 3 1/8 1 1/4 fi 3/4 10 1/8 14 3/4 3 3/4 1 1/2 0 1 1 1/4 11 3/8 12 5/8 16 17 1/4 5 6 1/4 2 2 1/2 Measured center-to-center of bolts and bolt center-to-edge of concrete in inches.
** Minimum spacing between holes covered by this column shall be measured center-to-center and based on size of hole being-drilled (e.g., pilot' hole spacing is based on pilot bit sizel.
Locations closer than the above distances are appropriate only with approval of the engineer. Hilti bolts-may be installed as close as practical to unused Richmond Screw Anchors t.hich have been plugged (i.e., grouted, Richmond screw-in plug or snap-in plug, etc.). i
. - < - . _ . - . - - - - -- . - . . -- ,-.. - ---w.~ .-- .,g- 7 ,. - ,y -. -
l 1 A' TUGCO. Engineering TE-FVM-CS-001, Rev. 6
- k_,%) , DECEMBER 1, 1986 Page 45 T A B t.E - 4 d i MINIMUM SPACING BETWEEN HILTI EXPANSION EOLTS 4
I Hilti ' l Bolt C E-N T E R - T O - C-E N T E R SPACING To* , Size 1/4" 3/8" 1/2" 5/8' 3/4" l' 1 1/ I'
- 1/4 2 1/2 . '3 1/8 3 3/4- 4 3/8 5 6
- 1/4 7 1/2 I 5/16 2J13/16 4 1/16 4 11/16 3 7/16 5 5/16 6 9/16 7 13/16~
3/8 3 1/8 ~ 3 3/l 4 3/8 5 5 5/8 6 7/8. 8 1/8
~
1/2 3 3/4 4 3/8 5 5 5/8 6 1/4 7 1/2 8-3/4 4 5/8 4 3/8 5 5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 l 3/4 5 5 5/8 6 1/4 6 7/8 7 1/2 8 3/4 10 7/8 5 5/8 6 1/4 6 7/8 7 1/2 8 1/8 9 3/8 10-5/8 j 1 6 1/4 6 7/8 7 1/2 8 1/8 8 3/4 10 11 1/1 1 1/4 7 1/2 8 1/8 8 3/4 9 3/8 10 11 1/4 12 1/3 1 I Dimension in inches i The minimum spacing outlined in the above chart appliew to'Hilte } bolts detailed on separate adjacent rixtures. 4 Hilti bolts detailed on an individual fixture drawing may have less
' than the minimum spacing' tabulated above. Such fixtures have been derated by engineering Justification and are'the' responsibility nf the organization issuing the respective' fixture' drawing.
!O i 4
,,a,--,~,,-,,,-,g,* ,- ,---e- w- -- - --m - - , - , ,,,,,--a ,ree,- , , , - ,, , , , - . , n ,-w -w- --.,,..,en,, um v-,-,m.-
4 0
.'. TCGCO Engineering TE-FVM-CS-001. Rev. 6 DECEMBER 1, 1986 Page 46 TABLE 5-MEASUREMENT AND INSPECTION TOLERANCES A. . All dimensions associated with total member lengths, or member
- . sectional' lengths to intersection with other members unless otiieritwe-l' specifically noted in this table.
i j 1. 13/4" For Dimension up-to and including 5'-0" i
- 2. 11" For Dimension Greater than 5'-0"'and'less'than or equal to 10'-O
- 3. 1 1-1/2" For Dimension Greater than 10'-0"
-Members are defined as channels, angles,.I-beams which are utilized for the posts, tiers, braces or base angles of the CTH supports.
Examples of dimensions to which these tolerances apply are denoted as dimensions "a" in Attachment F. {f B. Modified Structural Shapes. Field Cut Plates, Etc.: 11/8". . C. Work Point dimensdons as indicated in the examples designated as "c" in Attachment F: 11". - ' D. Cable tray related dimensions:
- 1. Transverse Location of Cable Tray 12" (see example dimension i
d2 in Attachment F) . 4 E. The End Distance From Centerline of the Bolt to the end of the j member: 11/2". (see dimension "e"'in Attachment F) ~except fur clamps 4 for which the end distance from centerline of bolt to the end of the i member is i 1/8". 1
- F. Gage Distance
- (see dimension "f" in Attachment F) i L 1. Angle 11/4" (For angles used in clamps the tolerance is i 1/8"
- 2. Channel 11/8"
[ G. 1. A 11". Tolerance is Permissible in Locating: 1 Hilti Bolt Spacing ' Hilti to Richmond Screw Anchor Richmond Screw Anchor Spacing 4 (see dimension "g" in Attachment F)
- 2. 1/8" tolerance la perm 1wsibi.e in locating structural bolt to structural bolt.
l 1 ~ _-.__'_._'-_'__._' ..-_._'~._. 2
1 a 4
- i. TUGCO Engineering
' {= TE-FVM-CS-001, Rev. 6 DECEMBER *'1, - 1986 ~
i
=Page 47 TABLE 5' (Continued) 4 j' MEASUREMENT AND-INSPECTION TOLERANCES H. Projection of Expansion Anchor: 13/8",
Top of Nut. -(see dimension "h" with minimum of' Flush'With. in Attachment F) i I. Thickness of members and/or plates: 11/32" J. Edge distances and overlaps between members, plates,. welds, concrete corners-etc. shall be as follows: l 1. Member edge distance and overlap (see dimension "J1" in
- Attachment F)
- .
j a. 11/4" For Dimensions'up to and including 3"
- f. b. 11/2"
~ For Dimensions greater than 3" and less than or equal.to
- O c .. 13/4" For' Dimensions greater than 12"
! 2. Edge to concrete corners, structural' plate corners and etc.: 11/;
j- (see dimensions "J2" in Attachment F)- i 3. Weld separation for members within an embedded plate (see { dimension J3 in Attachment F): +1" - i 4
- 4. Distance to edge of embedded plate (see dimension J4 in Attachment
- F): 11/2" except in cantilever region shown~in Attachment F. In j
this region the tolerance is 11/16" 2 K.- Angular measurements: 1,5 degrees 4 l- L. When channels are detailed the depth'and width-of the. flanges-shall be i 1/16" ^ M. All linear dimensions locating L, and L2 of attached -items and any other dimensions not specifically noted in this table shall be +6". 5 I i .* See Attachment F for basic dimensioning requirements and 4 i definitions of the dimensions referred to in this Table. f__._.___ ____ _ . . _ . _ . . _ . , _ . _:,_,__-__ _ . _ , _ . _ - - _ , , , , - . . _ _ _ . . _ . . - - - . ,
TUGCO Engineering.
- . TE-FV>I-CS-001, Rev. 6 .
l DECE>lBER'1, 1986 l Page 48 1 4 TABLE ~6 4 ! TOLERANCES FOR LOCATION & ELEVATIO.V OF CTH's i. Longitudinal Direction 16' \ 3 Perpendicular - Transverse Direction i 2" j to Tray - ElevatLon i 2" i i )
- r I
1 v l 1 I i I i d 4 I I
- r 4
1 I t 1 i i
t TUGCO Engineering TE-FO!-CS-001 Rev. C DECEMBER-1, 1986 Page 49 i
)
l l E ASTM AND SAE GRADE MARKINGS FOR STEEL BOI.TS AND SCREWS i l Creed Me&M/MC,3 2MCIR/CATied MO TLR/dL l i s i 8 Zet *CRAC6I low 04 M4/M/M C00&CU 274tL ASTM A207 Lew CAR 40W 2764L ) ue Most 2nd CRAC4 i Lowet M4410M Ceteau 3744L 3- - - - - o,UM C,4.. a te. i ggy, , , 44, Dut4CNtQ GUC 7tMotttC l l Law C2040M untTtMZITM 374tL, gag , gaggg 3,g , , /~~. i OutMCM40AMGTEM MRtD e ( i ! , y*. n:TM.224s MintVM Caceev 27ttL. Tvnt t OutNeh4C auc TEMMRfC I i
's 22TM=0215 Low CR440U Mo#TLMS/TM JTitL
.; ""h Tvot t ' ; { % ggyy , y 343 BTMCASNCRIC LDet02/0N 7,,, , twtoratorus sTitt). - 4 autuCuto auc TcMatata 037M e A j$4 L6w BLLOY ZTitL, l CRACt A2 OutMCHto AND TCMAtitC i ASTM
- 2J34 LCW ALLOY 3744L, CRACL SC QutMCasa RNQ 7tM PittQ MCStuM C2000AJ eLLOY 37ttL.
gag . gggygg 7 QUtMCHKD DAdD TGMMtRED, i 40LL THRinDtQ AtTER MtAT 70697M497 3AE
- C0AOd 0 MtoruM LAenew ALLQY 37444, Outututh Ball 3 ftMotetD
$ 23fM = 0 434 DLLO Y 2T4GL, C9904 && QUK.WCMED eMQ 7tMetND i n eee 237M R400 M* LOY 37tcL; ! QutNCMLQ AND 7tMMRto i l i 1 l l l J l i l
TUdCO Engineering TE-FDI-CS-001, Rev. C I DECEMBER 1, 1986 Page 50' i N
, LENGTH IDENTIFICATION SYSTEM sasso es Laneen of anense (Inshan)
Ammar Fren up te (not lastudfag)
.A 1 1/t 2
.# B 2 2 1/2 c , a 1/2 3 0 3 3 1/1 r s in 4 F 4 4 L/l a 4 1/2 5 m 5 8 1/2 t I S'1/2 s
.I s e in 4
& 41/3- 7 L 7 7 1/3 a 7 1/3 a a a 4 1/3 e ein s P
l 9 91/3 i 4 9 1/2 1s - a la 12 . I i u if 12 13 e 13 14
? 14 15 q
r u U U 3 Y u O 17 M l 1 M - U i M 19 to 1 e as r1 CC 21 22 i a 22 22 rr n te FF 34 15 m as as , e as 27
!! D IS
. .u rn n
- u a ao u -
m al m al n
- a n- n
! e n u ! w m a 1 a a m
- a as
- : ,
i a 37 m w a n
- uu as as W 48 41 i
l i l 1. Stamped letters shall be on top (threaded) and of bolt. ! f t
- 2. Bolts of 19-inch length and greater inay be stamped with O number corresponding to the bolt length in inches.*in the same manner instead of the stamped letters as listed above.
- 3. Star stamp signifies Hilti Super Ewik bolts.
l I
=-
_.Tt*GCO Engineering TE-FOI-CS _001 Rev, t-DECEMBER 1, 1986 Page'51 h u :
'matz 10 ,
l l 1*12 h. b-k. _% '}h-%-. Y T,.
- W SHAPES , r .
- -- Dimensions for detailing ut, A .
a.+ ;.. 3,
,t l
%. r . ,. uy'*'
y 7 77 T . r a 4 ,, , n j . m. .. .. . . m. .. m. . m. i w MxMO M% 14 % 1% % % fn 31 % 2% 1% 2% b 5%
'x280 M% ; 18% lb h b 7% 31 % 2*b 1% 3% % 5%
x200 MW i 14% IN 7% 31 % 2% 1% 3% % 5%
; f. - x245 M ' 16% 1% lb
% [i %b 7h j 31% 2b lb I 3% b 5%
- x2M M4114% 1% *% % 7h 31 % 2 % lb 3% b 5%
W Mx154 35% 1% % % 5% u% 2% 1 3% b 5% x182 M% 12 12% %
; Ib % % 5% M% 2% lb 3% N 5%
x170 M%j12 [1% %!b 5% 32 % 2 lb 3% % 5% X180 M i 12 11 % lb 5% M% 1% lb 3% % 5% x150 . 35% ~ 12 % % b 5%;u% 14 r1% 3 % 5% x135 MW' 12 tb % 'b 5% .12% ' 1% ' 1% . 3 % , 59 ' , I t I I ' W 31x240 x220 33% : 15% }.1% '
%
- b l ,7% l 20% 2b j 1% ! 3% % 5%
33 % ! 15% l 1% ! 81 '% ! 7% . 25% 2b 1% j3% N { 5% i x200 e 33 15% ; 1% %,% , 7% ' 28% 2 1% 13% b , 6% j . W 13x152 33 % 11% ! lb % b 5% 29 % 14 1% 3% % l 5% i 11% l % % l. i x141 33 % 1% lb 3- % I 5%
- x1M 33% i 11% ! h b % 5%
b l 5% , 25% ,29%1% lb 3 % '>4 x118 3th 11 % % % 5% M% lb lb 2% b 5% w Mx210 35 % 15 % lb % % 7% M% 2% lb 3% b 5% x190 10 % 15 lb % % 7% M% 2% lb 3% N 5% ] x172 Mn 15 lb % b 7% 25 % tb 1% 3% % 5%
' w Mx132 MM 10 % 1 % 5 38 % 1% lb 3 % 5%
xlat 30 % 10 % % b b 5 M% 1% 1 3 % 5% x114 m 1s% 4 h b 5 35 % 1% 1 3 '% 5% , x108 25 4 10 % % b % 5 M% lb 1 3 b 5% l xN 29 % 10 % % % % 5 Mu lb 1 2% b 5% 4 e I , I AtsSASAft liestffw?t OF STEEL ChingFmeSTUtst P
--e-,.--w..w.- ,--e+y-,-,.,4--.-.e-.,,m.,, ..ee. , - , _ , . . ,---,,,,--,,,r_.. -,g,.4 e-p. 4 -,_.-,.m-. .<%,-,.,---,,,-,_w-,_,-s
TUGC0 Enginerering TE-FWi-CS-001, Rev. 6 , DECEMBER 1, 1986 I Page 52 ( natz 10 (cont'd) l 1 13 I A. l 1 ,.% o b-t -- ,,. ;
" ~~
, r a W SHAPES
;M m us, Dimensions for detailing
.L c3 4
E' nonee w tH e ase costa ynga. Th884- en y ,,,, see, oneiensesen d "y'" a **
'T' 'T e T A A # e #
sn. an. en. en. an. in. In. In. In. 1 In. In. an. W 27x177 27 % 14 % lb % % 6% 23 2% x1M 1% 3% b' 5% 27 % 14 IN 8b b 6% 23 2b IM 3% % 5% x145 N% 14 1 % b 6% 23 1'b lb
# 3 % 5%
W 27x114 27 % 10 % *b W b 4% 23 4 1' 8% 3 % [ x102 xM 27 % NM 10 8b
% % 4% 23 4 1% 8W 3 %
5% 5% 10 % % 4% 23 4 1% 8b 2% b 5% xN NM 10 % b % 4% 1N 8b 23 4 2% b 5% W 24xlee 24 % 14 % 1% % b x185 6% 20 4 lib lb 3% % 5% ! 24 % 14 1 % 6% 20 4 l'b 1 3% % 5% x130 24 % 14 4 b*b 6% 20 7. 18 1 3 % 5% 1 W 24x120 24 % 12 % 8b % 5% 20 % 18 1 3 b 5% j x110 24 % 12 4 % % 5% 20 4 1% 1 1 % 5% x100 24 12 % b % SM 1 20 4 1 sb 3 5% W 24 x 94 24 % 9 4 % % 44 21 . 1% 1 3 b 5% xH 24 % 9 % % % 4% 21 lb 'b 3 x 16 5% 23 4 9 8 b % 44 21 IN 8b 2% b 5% x 68 21 % 9 % b b 4% 21 1% 'b 2% % ] 5%
)
W 24 x 61 23 % 7 b b b 3% 21 1% 'b 2% % 3% x 96 23 % 7 % % b 3% 21 1% *b 2% % 3% W 21x142 21 % 13 % 1% 8b b 6% X127 17 % 1% 1 3 % 5% 21 % 13 1 b b 6% 17 % 1% 1 3 % 5% x112 21 13 4 % % 6% 17 % 1% 8h 2% 5% W 21x N 21 % 9 8% % % x 02 4% 17 % 18 'W 3 % 5% 8b 20 % 9 % % 4% 17 % 1% 8% 2% b 5% W 21x 73 21 % 8% % b % 34 x 68 18 % 1% lb 2% b 5% 21 % 3% *b b 3N 18 % tb 8b 2% % 5% x 62 22 8% % % b 34 % 2% xN 18 % 1% % 5% NH 8% % % 34 10 % 1% % 2% % 9% W11x 49 20 % 6% b % b 1% tb % x 44 18 % 2% % 3% 20 % 6% b % N 3% 18 % tb % 2% % 3% e
' .TCGCO Engineering. l TE-FDI-CS-001, Res . ~ e: ! DECEMBER 1, 1986 I Page 53 4 - bh nata 10 (Cont'd) i 1 14
- h. l
, ~$<-%=+b-
- = m r,.
,. W SHAPES -o n.
-- Dimensions for detailing '_t WIb
~
{ Piease j w., ' j ovemenee oeeioseelen j "*
- e T h hs g, e In. In. In. In. In. In. In. In. In. In. In. In.
W 10x114 18 % 11 % 1 % b S%' 11% 1% % 3 % 5% i x105 818% l 11% % b % 5%
- 15% 1% % 3 b $%
xW j 18% i 11% %l% % ,5% 15% .1% . E , 2% b I 5% r- W18x 5 x 77 I 18 % th 18 % 8% i%I%
*b %
4 % ; 15 % 3 1 % 4% 15 % i 1 %
% 3
% t 2% ; b lb 5%
i xM 18 8% % b % lb h ! 2% i b 5% x 64 17h i 8% % % !'4% 4%15% ! 1S%
! !% ! % '2% M 5%
! 1 1
W 10x 60 x 55 10 % 7% l *b l b b 3% i 1$h ;Ib % 2% 1 I4 1% 18Pa ' 7% % % b 314 15% b % 2% % 3% i x 50 la 7% N % . b , 3% 15Fe 1N % 2% % I 3% x 45 : 17 4 ! 7 % % , b ! b ; 3% 154 1 % 2% % 3% i . ,
- I W 18x 40 17h 8 %
h ;; bb'% ' b 2h lb % ,2%' % ' 1%
' x 35 2 ~ 'a /
15% 15 % 1 ;% 2% b g 3% W 16x 96
' 17% l' 6 l ! I l e ! :
x la l 16% ' 14% 11 % ; 11% .! % %%,b;% l5% 11% 1% *2%h ,
% ;SW 13% ' 1%
N ; 5% l
% 2% 8 b 8 5%
W16x N 14 % 8% 4 % % 4 ; 13% 1% h 3 i x F1 % 2% b 5% 14 % 8% % % 4 13 % 1% % 2% b 5% x 64 16 8% % b M 4 13% 1b n 2% 5% x le 15 % 8% % b N 4 13 % 1% % 2% M-
! 5%
W 16x 50 16 % 7% % % b %- 2% ! 3%'13%i1% %. 1% x 48 14 % 7 b % b 3% ' 13% l lb % 2% i x de le
% 3%
j 7 % b % 3% 8b 2% b 3% xM 15 % 7 b b % 3% 13% 13 % 1l1% - % 2% b 3% W 16x 31 1$h 5% b % % 2% 1J% tb 8b 2% b 2% x al 15 % 9% % % % 2% 13 % % % 2% b 2% 4 AAsGAICAfd IIISTfMtTE OF Srlat huggTWUgTWee
. - _ - _ _ . - _ , _ _ . _ - _ . - . _ . - _ _ _ . . - _ . . . . - _ . . _ . _ _ _ . . . . . . _ , , - - _ - - - _ _ . _ . _ , _ _ . . _ . _ _ , . , , - . . _ . . _ _ , - . - - _ . ~ . _ , . _ . .
I TCGCO Enginaering l TE-FV>I-CS-001, Rev. 6 i DECE>fBER 1, 1986 ! Page 54 j O' w TABLE 10 (Cont'd) 1 15 i 4. pp-% .+b-k " f 31 " ""
, 2 W SHAPES
$, -D,, Dimensions for detailing .
.._.L -
J I
- n. s. r,a ..
- o. ....
,.. 4 .
tv '. o.e *tl" .;.. ";" ,
'r . r a a, u, a s" -
3 . .. .. . ... .. . . . . . W 14x730 22 % 17 % 4'b 3b 1 7% 11 % 5% 2b 7 1% x665 21 % 17 % 4% 2'u lb 7%- 11 % Sb 2 6% 1% a x405 21 17 % db 2% lb 7% 11 % 4h 1'b 6% 1% h x550 20 % 17 % 3'b 2% lb 7% 11 % 4% 18b 5% 1% a x500 15 % 17 1% Zb 1% 7% 11 % 4N 1% 5% lb d g x465 19 14 % 3b 2 1 7% 11 % 3% 1% 5% 1 W14x4M 18 % 16 % 3b 14 8 7% 11 % 3% lb 5 1
, x398 18 % 16 % 2' 1% % 7% 11 % 3% 1% 4% 8b x370 II 16 % 28b 1% 8b 7% 11 % 3% lb 4% % a x342 14 % 2b lb % 7% 8b x314 17 %
17 % . 16 % 2b lb . 8 874 11 % 11 % 3% 3 1%
,Ib 4%
4% % d x287 ' 16% 3 lb ' % '7% 11 % 2% lb 4 Bu, d x264 16 % 16%l$b' 2b l lb% 16 7% 11 % 214 1% 4 8 W x246 16 % 16 18b 1% b 7% 11 % 2% lb 3% % W 14x237 16 % 15 % 1% lb 7% 11 % 2L IN 3% % x220 16 15 % l' lb % 7%, 11 % 2% 1% 3% x219 15 % 15 % 1% 1 % 7% 11 % 2 1% 3% b x211 l 15% 15 % 1 1 % 7% 11 % 2% 1% 3% b x202 ' 15% 15 % 1% 'b b 7% 11 % 2b 1% 34 % a x193 15 % 15 % lb % N 7% 11 % 2% 1% 3% % . x184 C, 15 % 15 % 1% 8k b 7% 11 % tb lb 3% % x1M 15 % 15 % lb 8b N 7% 11 % 2 lb 3% % d x167 15 % 15 % 1% % % 7% 11 % 1'b 1 3% b X158 15 15 % lb % % 7% 11 % 14 1 3% b x150 14 % 15 % in 8b % 7% 11 % 1'N 1 3% x142 14 % 15 % 1 8N b 7% 11 % 1% 1 3 % a W 14x320 16 % 16 % 2 in 8b 7% 11 % 2% lb 4 1 i l aassair.m mesmwes e even. esmemssmus O' f i
,n. .-,,--
--m - - - , -,,a--- e - - .e
TUGCO Engineering TE-FVM-CS-001, Re . 6 DECEMBER 1, 1986 Page 55 1 ( TARIA 10 (Corst'd) 1 14
.& I
, : .. % . + b- t
~ ~ b -Y 31.
W SHAPES , r .
- Dimensions for detailing 4 ~u Lt
.2 1m 1 ...
ra-. <. s ~. q,,
*(
1,,.. e.eeween d ee
*[* T a T h. h. I, , s
. . m. m. >
m.
. l . m. . m.
i W14x1M 14 % 14 % lb *b b 7' i x127
'11% 1% % 3 % 5%
i 14 % 14 % 1 % b 7 11 % 1% % 5% 11 % 1% ; % '3 x119 14 % . 14 % %,b 7
'11%ilb ' % % 5%
% ,I3 x111 14 % { 14 % % 'b %
g 7 '2% !' b 1%
, x103 14 % 14 % % % % 7 11% .1% 4 1% b $%
x 98 14 % 14 % % b % x 87 7 11% ! lb 4 2% 5%- 14 14 % % b b 7 11% '1% % 2% % $% w14x to 14 % 12 % b % 5% j 11% x 75 IN 4 , 2% b 5% 14 12 % b b 5% l 11% 1% , 4 f2% . % 5% w 14x 74 1414 10 % % b % x (8 * *i, 281 % 5% x 51 14 i 10 l.% ; b b 4%' 11% 4% 11% ,1%1% j %24 86 , 5% 13 4 10 % % 4% 11% Ib % 2% % 5% W 14x 53 %% x 48 14 0 3 b i 14 11% '1% % f 2% : %
- 5%
11 % 8 b b b 1% 11% '.1% tb j 2% % j 1% x 41 13 % 8 % b % 34 11 % tb , % j 24 l b 1% w 14x 38 6% % b b 14 % 3% 114 1% :% 2%i % ! In xM 14 6% k b % i xM 6% % % 3% 11 % lb % '2% b 3% 13 % % 3% lin 1 % 2% b 3% W14x 5 13 % 9 b % % 1-x*22 5 2% 11 4 1 % 2% b 2% 13 % . % % 2% 11 % % % 2% b 2%
'i f
I W ? .
,., ,,--.- - , = -- - . , . --,- -,m,-.,-.r ,----,--y y,, -
, - - , . , - . - .---.v.
- , - - , - - - , - - - . - - - - - == -,-,--,,y
TUCCO Enginei-ring TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 56
'maIE.10 (cont'd) 1.n A.
- , - % . b-h C u1P Ts. "' "
e r . W SHAPES
' Dimensions for detailing
.__. L- - Ie.
J ' __h
..~ .- : ,;,ng . .,,,
-: s, . - .- - -
oa y a... ta=.- t. 1'.',
* "g'~ T
.- ny. 1 . r a s. a. . a in. Gn. In. in. In. In. In. in. in. In. In. in.
W 12x110 14 % 12 % 1% lb % 9% 9% 2b lb 3% b 5% x161 13 4 12 % 1% h b 5% 9% 2b lb 3% % 5% x133 13 % 12 % 1% % % 5% 9% 1'b 1 3% b 5% x120 13 % 12 % 1% 8
% 5% 9% 1'N 1 3 N 5%
x10s 12h 12 % 1 % b 5% 9% 1'b 'b 3 % 5% (- xW 12 % 12 % 'b b b 5% 9% 1% 'b 3 % 5% x 92 12 % 12 % % b % $% 9% lb n 2% b 5% x 05 12 % 12 % 'N % % 5% 9% 1% h 2% b 5% x 79 12 % 12 % % % '& 5% 9% IN n 2% 5% x 72 12 % 12 'N b b $% 9% 1% % 2% % 5% xH 12 % 12 % % 8i. 181 9% lb 'b 2% 't 5% W 12 x 58 12 % 10 % 86 b 4h 9% 1% 'N 2% % 5% x3 i2 io b; n , t. . r. 9% iulm. 2% % iW w 12x 50 12 % 0% % % b 34 9% 1% 'b 2ti % 5% x 45 12 8 b b b 34 9% 1% 'N 2% % 5% x 40 12 8 % b % 3h 9% 1% 'N 2% b 5% W 12x M 12 % 4% b b % 1% 10 % lb %- 2% N 3% x 31 12 % 6% b % % 3% 10 % 1 % 2% b 3% x 27 12 6% % % % 3% 10 % 'b b 2% b 3% W 12x 22 12 % 4 % % th 10 % 8% % 2% b 2% l x 19 12 % 4 % % % th 10 % % b 2% N 2% , x 14.5 12 4 % % % 1h 10 % 'b b 2% b 2% ' x 14 11 % 4 % b % th 10 % % b 2% b 2% l kM M N NE MM
. ,y. y .- ,,--r +-- - -- , , -- -- . , . - . - , ,, .- - - - , . . . _ . _ - , . _ - . . - _ _ .,._.-._._-,.m.- - -
TUGCO Engin.rering TE-FY.51-CS-001. Rev. 6 DECEMBER 1, 1986 Page 57 1 TAIM 10 (Cont'd) I l
.1 I
.% +b- '
A. F"7d. l l W SHAPES , r l
-- Dimensions for detailing ..
J - g i ' b l none. an.e a.e
, , . m .. e. l 1.,.'
~ t y ,7 ;- a T . r a a, - ,. . ,
an. an. an. en. an. en. an. en. me, an. en. en. W lex 112 % xtes 11 % 10 % 1% % 44' 7% 1% % 3 b 5% 11 % 10 % 1% 8b b 44 FM 1% 4 3 % 5% x et 10 4 leu 1 % b 44 7% lb % 2% % 5% x FF 18 % 18 % % b % 44 7% lb % 2% k
- g. ' 5%
x 72 14 % 1s% % % % 44 7% 14 % 2% b x 85 $% 10 % 18 % % b % 44 7% lb % 2% b S% x 80 10 % 10 % % b 44 FM % 1% 2% .% 9% x le 10 % 10 % % b 44 F% lb % 2% %- 5%
- x 49 10 18 b b N 44 %
7% 1% 2% % 5% + W 10x 45 % XM 10 % 8 % b 34 7% lb . % 2% SW 10 . B .% b b , 3% , 7% % '2% 86 % , 14 x 33 I 9% 8 b b % l 34 8 7% 1 1% , % '2% , b 8 54 W10xN 10 % S% % b % 12% lb ' % b x 25 0% 2% I% i ' 10 % 8% % % 2% 0% 1 % 24 b 2% x 21 9% 9% b W % 2% 8% 4 b 2% . b ; 2% , I W 10x 19 10 % 4 % % % 14 % % x 17 8% 2% bg 1% 10 % 4 b % % 1% 8% 4 % 2% N x 15 la 4 % % % in 8% 8b ' b 2% b l 2ts 2& x 11.5 94 4 b b k th 8% % b 2 % 2% 'i i l l p. L..-,---.___._._....---,.-.--.-...-.. - , - . - - _ , _ _ , . ~ . - - ,. ..,.-.,. - .-.
TUCCO Engineering TE-FVM-CS-001. Rov. 6 DECEMBER 1, 1986 Pago 58 (Qv thara 10 (cone'd) 1 19 A. Z,.% b-h yv 38*
" ~~
, r . W SHAPES c
- _j Dimensions for detailing
.s _
I
.s. -
1
. n.n.. .el, o.. n..
g, Doeth d ,,, Theek. Ih85,",'
,, h4 esse Dee6enataen y **6e y a T h b. g. t g in. In. In. In. In. In. In. In. In. Y In. In.
W 8x67 9 8% ab b b In 8% IN % 2% % 8% x54 4% 0% 'b % % 3h 4% lb 8b 2% b 5% x44 8% 4% 8
% 34 4% IN % 2% % 5%
xso 8% 8% b % 34 6% lb % 2% % 5% x35 8% 8 % b b Ih 6% 1 % 2% % 1% x31 8 8 b % 3h 6% 8b % 2% b 5% p WIx28 8 4% % 3% 6% 8b % 2% b 3% s x24 74 6% % % % 3% 4% h b 2% b 3% WIxM I% 1% % % % 2% 6% % Me 2% Me 2% X11 8 $% % % 2% 6% lb % 2% b 2% W Ix15 0% 4 b % % 14 6% 8N b 2% b 2% x13 8 4 % % % th 6% % % 2% he 2% xis 74 4 b th 4% 8
% 2 % 2%
w ex25 6% 64 2h 4% ib b 2% % in x20 6% s % % % 2h 4% h b 2% 3% x15.5 4 6 % % % th 4% % % 2% 3% W 6x16 6% 4 % % % th 4% h % 2% b 2% x12 6 4 % % % th 4% % % 2% 2% x 8.5 th 4 N th 4% ib % 2 % 2% W S xtt.5 5% 5 b % % 2% 3% B
% 2% b 2%
x16 5 $ % % % 2% 3% % b 2% 2% W 4x13 4% 4 % % % th 2% 8b b 2 b IM e ( Animmense anunuses e men. ommeruusnes
TUCCO Engineering TE-FV.'l-CS-001 Rev. 6 DECE.'!BER 1 e 1986 Page 59 SRIE 10 (Cont'd)
~
. A._
..% b.
~~ LEE '
D8. M SHAPES , 7 . Dimensions for detailing ye. I
.L a,
i e, !
$i:, 'og
*7'"y'y'$ I .r Ia a, . ,
** A"!*
n3 3 . . M 14x17.2 14 4 % b % 1h u% .% , % 2% b M M 2% M ux11.8 u 3% % b b 1% 10 4 b % 2% % % - - M 10x29.1 th 54 % b b 2% 3%. h . % r x22.9 2% % b h 2% th 5% % % % 2% 3% h N 2% b % h 2% M 10x 9 10 2% b N b 1% 9 % b 2 % b - - M 3x34.1 l bi% b.3% 8 8 1b % x12.6 8 l8 , bib b l 3%, 5h e Sh{Ib 2% 2% %lbi
% N8 h h 5%
9% M 8x22.5 . 8 5% % % N'2%; 4%l h !% -2% % % xis.5 ; s 5% h 2%
%;4 j % 2%l 6%. h 'lN'2%;6 % % 2%
M ex 6.s ! : , 2% b! % lbi1%; r i
. t
% % 2l%;b - !-
. I M 7x 5.5 .
7 l 24 b g % lb 1 i6%' M 2 l%ib, - - M 4x22.5 xn 6 l6
's: l%% I % lb 2h 4% tb
% bl2%
4 3%
% % 2h' 4% m. b %2%l% % ! % >%
M 6x 4.4 6 th b % b h SM % % 2 % b - - M lxis.s S b b b 4 l 2% 3% % 2% % N h 2% i M 4xu.8 4 4 % b b th 2% ib %2 %% Xu i % 2% 4 4 % % % 14 2% Sb N2 b%l% 2% see.j . . . . , em eaea . se.esee a seet. t.ta.s mer e.evee i
, TUGC0 Engincorinit TE-FV>f-CS-001. Rav. 6 DECE>lBER 1, 1986 Page 60 MarA 10 (cont'd) 1 21
< - % . + m-W """ T,.
r ., S SHAPES Dimensions for detailing -- a;_i ,=:an.
.L T *p ?.jt '$ f . r 4 ,, ,
** ,5*, ',A,"X S Nx1N N 3 1% 8% % 3% N 2 3M 1% 1 4 xlN.9 24 74 1% % b 3% N 2 3% % 14 1 4 8 Nxim 24 7% 4 % % 3% NW 1% 3 N 4 1 4
- xN 24 7% 4 % b 3% NW 1% 3 % % 1 4
. x 19.9 24 7 % % % 3% NW 1% 3 b % 1 4 8 Nx N N 2% ab sb % 3% 14 % 14 3 eb 1 4 xN as F ab % b 3% 18 % 14 3 % 4 1 4 SNX M 20 6% i % b 24 14 % 1% 3 % 'b 4 3%
X N.4 N 6% 8N % % 24 16 % 1% 3 b % 4 3% S IIx 70 18 4% iW 8W % 2'l Il 1% 2% b 8b 4 3% X S4.1 18 6 . em b % 21. Il 1% 2% b 'li. ' 'h 3') S tlx to il 5% % % % 2% 12 4 1% 2% b b % 1% x 42.9 Il 5% % b N 2% 12 % 14 2% % b % 3% S 12 x le 12 5% 8W ' b 2% 9% lb 2% % 8
% 2 x 40.8 12 lu o b % 2% 9% lb 2% b % % 3 812x M 12 9% b b b 2% 9% lb 2% % % % 3 x 31.0 12 I b % 2% 9% lb 2% % % % 3 S 10x M 10 $ % % b 24 7% 1% 2% % % % 2%
X N.4 le 4% % b % 2% FM 1% 2% N % % 24 8 8x 23 0 4% b b % th 6 1 2% b b % 2% X 18.4 8 4 b W % 14 4 1 2% N b % 2% 8 Fx N 7 34 % b % 1% 9% % 2% b % % 2% X 19.3 7 3% % % % 1% $4 4 2% b % % 2% 8 8x 17.5 4 3% % b % 1% 4% ab 2% b % % 2 x 12.9 4 34 % % % 1% 4% *b 2% b b - - S lx 14.M $ 3% b % % 1% 3% % 2% - - x le 5 3 b b % 1% 3% % 2% N % - - S 4x 9.8 4 2% b b b 1% 2% 8b 2 % b - - X 7.7 4 2% b b % 1% m *b 2 b k - - S 3x F.8 3 2% % % b 1% lu % - W % - - x 9.7 3 2% % b b 1% 1% % - % % - - g .;g,,,;, . .. . i.w , . . h - tur mats er gra m esuprawstesse 3
TUGCO Engineering
, TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 61 (g ' char 210 (Coat'd))
i.= 4
~
, ;p- % '
+ x.-
- 4. ::=wr 'Ts.
~~ "
HP SHAPES , r . Dimensions for detailing ,. : _;<, WI6 l ~. !r...... = ~.
. e. . .. ! g.,:
y ,g,, .1** T . r a A . , , a . ... HP 14x117 14 % 14 % % % % 7- 11 % 1% lb 5% b $%
'.' xist 14 14 % % % % 7 11 % 1% 1 2% b 5%
x et 13 4 14 % % % b 7 11 % lb % 2% % 5% x 73 13 % 14 % % % % 7 11 % lb % 2% b 5%
. , t HP 12x 74 12 % % b 5% 9% lb % 2% I % 5%
x $3 I 11% ;1212% N .% N N 5% 9% 1% h 2% % 5% 1 HP NX $7 10 2% Me Me M. 44 7% 1% WMe 2%, % 5% s x 42 9% ' b , 4 Hi 7%61 % '2% % 10% I N' , L 5% HP 8x M 8 8% . N N % 3% . 4% I % % .2% b 5% i ' *
. i l l
- - . = -
r - TUCCO Enginerer ing TE-FVM-CS-001. Rev. 6 DECEMBER 1 1986 Page 62 l'M . (v )' l TABLE 10 (Cont'd) l i 1 1.u 1
<- s + b-
-rb _ ,. Tr.
a r - e.. - AMERICAN STANDARD CHANNEL.S P" Dimensions for detailing
.h. D= >cno
'{ __
n.... w.* ......
. o..m . . ,,,, / . u ..i
.-j- *y,*
$=,'i- 'ay I .r 4 ,, ,
** /.t".6,
'A';".'l
*/
sn. sa. Is in. E E - In In. In. In. sa. In. en. C 15x50 15 3% % 'W % 3 12 % 1b 2% % % 1 2% x40 15 3% % % % 3 12 % 1b 2% b % 1 2 x33.9 15 3% % % 3 12 % 1b 2% b % 1 2 f ( C 12x30 12 3% % % % 2% 9% 1% 2% b % 4 1% x25 12 3 % % b 2% 9% 1% 2% N % 4 1% x20.7 12 3 % b % 2% 9% 1% 2% % % 4 1% C 10x30 10 3 b 'b b 2% I 1 2% % b % 1% x25 10 2% % % 2h 8 1 2% b b % 1% x20 10 2% % b 2% I 1 2% b % 1% x15.3 to 2% b % % 2% t 1 2% b b % 1% C 9x20 9 2% ' b b % 2% 7% 'b 2% % b* % 1% x15 . 9 2% b b % 2% 7% 8b 2% % N M 1% x13.4 9 2% b % % 2% 7% 'b 2% b b % 1% C 8x18.75 8 2% % % % 2 6% 'b 2% b % % 1% X13.75 8 2% % b % 2 6% 'N 2% % % % 1% x11.5 8 2% *% % % 2 6% tb 2% b % % 1% C 7 x 14.75 7 2% % b b 1% 5% % 2% % % % 1% x!!.25 7 2% % b b !!'e 5% % 2% % % % 1% x 9.I 7 2% %, b % 1% 5% 4 2% % % % 1% C 6x13 8 2% b b. b 1% 4% lb 2% % b % 1% x10.5 l 6 2 b b 1% 4% 8b 2% % % % 1% l x 8.2 6 14 b b % 1% 4% 8b 2% % b % 1% 1 C lx 9 5 14
- b b 1% 3% % 2% % b % 1% l X 4.7 5 1% b b % 1% 3% % 2% % b - -
C 4x 7.25 4 1% b b b 1% 2% 8b 2 % % 1 ! , x 5.4 4 1% b b W 1% 2% sb 2 % % - - C 3x 4 3 1% % % 1% 1% 8b - N b - - 1 j x5 3 1% % % % 1% 1% 'N - b % - ~ x 4.1 3 1% % b b 1% 1% *b - % % - - lo ..,_,__ ._._..._... ...,_........... 1 1
\
a
,e , , - - - .< , .,e- > w. -v
TUCCO Engineering TE-FV>l-CS-001, Res. 6 i DECE}!BER 1, 1986 t 7 Page 63 l TAar210 (Cont'd) 1 24 t
-a
. n.-
2.,. MT,. - MISCELLANE0US CHANNELS s r r. .
, Dimec.$ns for detailing g_
f_ e A. ne , niao-. l Rl* i si $a5. t, yly =I- t' T f
. r
\
a ,, e w R : r"ne% re ay-in. in. t in. in, en. sa. an. In. E la. en. sa. sa. MCitx58 18 4% % tb ' %! .3% 15% 1% 2%.% % 1 2% x51.3 13 4% ! % l% i
' % j3%.15%'1%
3%il5% 1% 2%!'W.% 1 2%
*% 2% b % l 1 x45.3 18 4 -
x42.7 : 18 4 .% b 2%
% r3%il5% 1% 2%:% % 1 2%
l l ; MC 13x50 13 4% i % Sb .' % j 3% '10%'1% 2% 4 % 1 2% xas 13 4% I % b l% I3% !10%.1% 2% %. b 1 xM , 4% * % b 2%
% '3%i10%'1% 2% % 'b 1 2%
x31.8 l 1313% l 4% bj 3% 10%jl% 2%lb b' 1 2% 2 MCuxle : 12 4% > ik : ib b'3u ss1b!2% s'ih. x45
- 12 '4 * *b *b I 1 zu l xt0 % 3%.9%lb 2% % 8%e 1 2%
12 3Fs ib , b ; b 34. 9%'1b ;2% % ! 8b 1 2% xM i 12 . 3% i 5b b I% 3%i 9%.1% 2% % 'k 1 12%
! t ;
MC 12X37 12 3% % %' b.3 x32.9 ; 12 { 3% ! % 9% lb .2% Sb % % 2%
% j% 1 ; 9% 1b l2%.bi b % : 2%
x30.9 l 12 i 3% % ,b.% 3 9% lb . 2%, % !b I , I i b , 2% MC 12x10.6 12 1% b b % .1% .'10%, 8W. 2% i % %' - - MC 10x41.1 30 4% b ab % 3% 7%!!% 2% h b h 2% x2.6 le 4% b b % x3.5 to 3% 7%I1% 2% % b h 2% 4 b b b t 3% 7%.1% 2% % b h 2% I I i MC 10xa.3 ' 10 3% b % % 3 7%,1% x5.3 2% b b. h 2 10 3% % b b 3% 7%:1% 2% % % % 2 x24.9 le 3% b % b 3 x21.9 % 7%i1% 2% b b % 2 10 '3% b b 3% 7%'1% 2% % % % 2 4 MC10x 8.4 to % b b 1% 1% 8% ab 2%:l%% - - MC lex 8.5 le 1% b % b 1 9% b 2% b b - - I sees, owmiese new neem eaan: ca nwe seee.t6 set.en sect. usJ may rec *e eseus. men m anseene ese. O 0___.___
i l Tt*GC0 Engineering TE-FVM-CS-001, Rev. el DECEMBER 1, 1986 Page 61 118T210 (Cont'd) 1 25 e = web + b* 4
-O m JTs.
.r r ~
- MISCELLANE0US CHANNELS D_.
.Q._ an=: Grip Dimensions for detailing ,
a 1
- .. h.
,. . os ..e.
Doeth WWD usual gg,, assigneese, sn en th 7 *
- T a A da e FNi er an. sa. s in. sa. In. en. sa. sa. an. in, an. an.
MC 9x25.4 9 3% % b % 3 5%' the 2% % b % 2
; 9x23.9 9 3% b % 3 4% lb 2% b F 2 MC 8x22.8 8 3% % b 3% 5% 1 2% % % M 2 7i x21.4 s 3% %_ % 3% 5% lb 2% % ,E 2 MC ax23 3 3 % % b 2% 5% 1% 2% 'de % % 2 xis.7 8 3 % % b 2% 5% 1% 2% N 84 % 2 MC sx 8.5 s th b- b IE 4% % 2% % b % 1%
MC 7x22.7 7 ; 3% * % * % % 3% 4% 14 2% b,% fi 2 x19.1 7 1 3% % '% b 3% 4% 1% 2% bl%l 4 2 g . MC 7x17.6 7 3 % % b 2% 4% lb 2% b% % , 1% MC Exis 6 3% % % b 3%'34 lb 2% b % fi I 2 x15.3 6 3% % b b 3% 4% % 2% % % h ;2 MC 6x16.3 6 3 % % b 2% 34 1k 2% % sg gg x15.1 6 3 % N 2% 3h Ib 2% % % % 1% MC6xu 6 2% % Me . % 2% 4% 'Me 2% % % % 1% MC3x9 3 2% % % % 1% 1% % - b - - - x 7.1 3 2 % % 1% 1% % - % - - - e ee e per=#ee*= aeee seem ease: eme-more seeeinsateen seet. 3 ts.s may m ire reewetten in heteaer see. 4 1 a
- -,m
i TUGCO Engineering TE-FDI-CS-001, Rev. 6 DECEMBER 1, 1986 { Page 65 TABLE 10 (cont'd) 15 Y i ANGl.ES z Etiual legs
\
Properties for designing
.A N
_Y
.. Z Jr
- Wetht ARIS X.X AMO AXIS Y.Y Y,f I 3 r s ery v in. In. Lt. In.8 I n.* In.8 In. In. In.
l L 8 X 8 x 1% 1% M .'S 16.7 98.0 17.5 2.42 2.41 1.56 1 1% 51.0 15.0 89.0 15.8 2.44 2.37 1.M h 1% 45.0 13.2 79.E 14.0 2.45 2.32 1.57 , % 1% 38.9 11.4 H.7 ' 12.2 2.47 2.28 1.58
% 1% 32.7 9.61 59.4 18.3 2.49 2.D 1.58 b 1 29.4 8.08 M.1 9.M 2.50 .2.21 1.59
% 1% 25.4 7.N 48.5 8.M 2.50 2.19 1.59 L6x6x1 1% 37.4 11.0 35.5 8.57 1.80 1.86 1.17 h 1% 33.1 9.73 31.9 7.63 1.81 1.82 1.17
. M 1% 28.' 8.44 28.2 6.05 1.83 1.78 1.17
% 1% 24.2 7.12 24.2 5.M 1.M 1.73 1.18 b lb 21.9 6.43 22.1 5.14 1.5 1.71 1.18
% 1 19.5 5.M 19.9 4.41 1.M 1.H 1.18 '
b 8b 17.2 5.86 17.7 4.5 1.87 1.M 1.19 i' % % 14.9 4.35 15.4 3.53 1.5 1.M 1.19 b 8b 12.4 3.65 . 13.0 2.97 1.N 1.62 1.3 L5x5Xh 1% 27.2 7.98 17.8 5.17 1.49 1.57 .W3
% 1% 5.6 6.M 15.7 4.53 1.51 1.52 .W5
% 1% 3.0 5.85 13.8 3.88 1.52 1.4 .9F8
% 1 16.2 4.N 11.3 3.16 1.M 1.43 .9El N ab 14.3 4.18 18.0 2.79 1.5 1.41 .985
% % 12.3 3.61 8.74 2.42 1.96 1.39 .9m b 8b 10.3 3.83 7.42 2.M 1.57 1.37 .994 L4x4x % 1% 18.5 5.44 7.67 2.81 1.19 1.27 .778
% 1 15.7 4.61 E.E 2.e 1.20 1.23 .779
% h 12.8 3.N 5.55 1.3 1.22 1.18 .782 b 8b 11.3 3.R 4.97 1.N 1.5 1.16 .75
% % 9.8 2.N 4.35 1.52 1.5 1.14 .788 b 8b I.2 2.40 3.71 1.29 1.24 1.12 .N1
% % 6.5 1.M 3.M 1.N 1.25 1.88 .75 1
W MWW W _ l
TUGCO Engineeting TE-FOI-CS-001, Rev. 6 DECE.'!BER 1, 1986 , Page 66 ' TABLE 10 ( co..t ' d) 3 37 Y - Pr 2 ANGLES
\N Equal legs x x
?s Jr Y Z Properties for designing 3
.. .n4 =n. a wese,nt A,..
Axis z.x Asso Axis v.y fs M i 8 r 3 ., . y r in. In. Lb. I n.' i n.* In.' In. In. In. L 3% X 3% X % % 11.1 3.25 3.64 1.49 1.06 1.06 .583 b 8b 9.8 2.87 3.N 1.32 1.07 1.04 .684
% % 0.5 2.48 2.87 1.15 1.07 1.01 587 b 8b 7.2 2.09 2.45 .576 1.00 .950 .690
% % 5.8 1.69 2.01 .794 1.09 .368 .6M L3 x 3 X % 8b 9.4 2.75 2.22 1.07 .898 .932 .584 b % 0.3 2.43 1.99 .354 .905 .910 .505
% 8b 7.2 2.11 1.M .53 .R3 .308 .587 b % 6.1 1.78 1.51 .707 .322 869 .589
% b 4.9 1.44 1.24 .577 .530 .M2 .592 b % 3.71 1.09 .M2 441 .29 .320 .5M L 2% X 2% X % *b 7.7 2.25 1.23 .724 .739 .006 487
% 86 5.9 1,73 .384 .566 .33 .M2 487 b % 5.0 1,46 .849 .82 .M1 .740 .49
% b 4.1 1.19 .M3 .354 .M9 .717 .#1 b % 3.07 0.92 .547 .53 .7N .6M 456 L2X2X % % 4.7 1.M .479 .51 .364 .6M .309 l b 8b 3.92 1.15 416 .300 .51 '.814 .3B0 W % 3.19 .See .34s .347 .eSe .592 .3s1 I b 8%e 2.44 .715 .272 .190 .R7 .N9 .304 l
% % 1.65 .464 .190 .131 .626 .546 .398 )
L1% X 1% X % 8 2.77 .813 ! .227 .306 .529 ' .529 .341 b % 2.12 .621 .179 .144 .537 .506 .343
% b 1.44 .422 .126 .000 .546 .44 .347 L1% X 1% X % % 2.34 . git .139 .134 449 486 .232 b b 1.80 .527 .110 .104 .47 .444 .233 I b b 1.52 .444 .094 .888 461 .433 .295
% % 1.23 .29 .07: .e72 .us .421 .296 L1% X 1% X W % 1.s2 .563 .s77 . set .ast .e3 .243 e k b 1.48 .4M .061 .e71 .377 .3st .244
% % 1.01 .257 .M4 . eel .3I5 .359 .346 L1X1X W % 1.5 .418 .er? .56 .21e .310 .136 b b 1.18 .38B .els .444 .2N .58 .15 I
% % .a .no .st2 .ast .ses .aus .3ss !
- 1 ,
,\
j AABESS M h W STEEL h 1
- ** * *' .= . . . . . . .
i TL'GCO Engineering TE-FVM-CS-001 Rev. I; l DECEMBER 1, 1986 ' Page 6 i TABLE lo (cont 'd'.) s.m Y A ANGl.ES z L
\
Unequal legs ; X X
%.u.g, Properties for des. .igning -
.=.A Y
weigne AXIS it.X AXiB v.Y
** *"*" AXIS Z.3 r"eee I 3 r y 1 S r s r i,a In. In. Lt. In.' i n.* In.s gn. fa. In.' in.' In. In. In. 8' I
L9X4x1 1% 40.8 12.0 97.0 2.84 3.50:12.0 4.00 1. N 1.00 .54 .203 h 1% M.1 10.6 M.8j17.5 15.7 2.86 3.'45 10.8 3.M 1.01 .M3 .835 .200
% 1% 31.3 9.19 M.1 13.6 2.30 3.41 9.63 3.11 1.02 .906 .M1 .212
% 1% N.3 7.73 64.9 11.5 2.N 3.5 8.32 2.05 1.M .58 .M7 .236
' % lb 23.8 7.5 59.1 10.4 2.91 3.33 7.53 2.41 1.M .8M .50 .218
% 1 21.3 6.3 53.2 9.34 2.32 3.31 8.92 2.17 1.5 .50 .54 .23 L8X6X1 1% 44.2 13.0 W.8 13.1 2.49 2.5 N.8 8.92 1.75 1.5 1.3 .5G h 1% 39.1 11.5 72.3 13.4 2.51 2.61 M.9 7.M 1,74 1.51 1.28 .547
% 1% 33.8 9.M 43.4 11.7 2.53 2.M 30.7 8.92 1.M 1.M 1.29 .M1
% 1% N.5 8.M 54.1 9.87 1.54 2.52 26.3 5.88 1.77 1.52 1,29 .554 b lb N.7 7.M 49.3 8.5 2.55 2.50 24.0 5.M 1.78 1.50 1.30 .5M i % 1 23.0 8.75 44.3 8.02 2.M 2.47 21.7 4.79 1.79 1.47 1.M .558
% % 3.2 5.53 N.2 7.07 2.57 2.45 19.3 4.23 1.E 1.45 1.31 .540 L8X4X1 1% 37.4 11.9 49.8 14.1 2.52 3.5 b.6 3.M 1.03 1.05 .046 .247 h 1% 33.1 9.73 62.5 12.5 2.53 3.00 10.5 3.51 1.N ' .M9 .848 .253
% 1% N.7 8.44 54.9 10.9 2.55 2.5 9.35 3.07 1.05 .M3 .352 .258
% 14 N.2 7.11 45.9 9.21 2.57 2.R 8.13 2.62 1.87 .905 .57 .32
% lb B.9 6.0 42.8 8.5 2.50 2.5 7.0 2.5 1.87 .32 .51 .5
% 1 19.6 5.75 3I.5 7.49 2.H 2.5 6.74 2.15 1.5 .59 .35 .2E7 l k % 17.2 5.5 M.1 6.9 2.M 2.5 6.02 1.9 1.9 . 535 .859 .208 i
L7x4xh 1% 38.2 8.85 42.9 9.E 2.5 2.5 10.2 3.46 1.07 1.05 .5 6 .318
% 1% N.2 7.59 37.8 8.42l 2.22 2.51 9.05 3.03 1.09 I I.01 .350 .324
% 1% 22.1 E.48 32.4 7.14 2.24 2.48 7.M 2.58 1.10 .953 .IES .329
% lb 3.8 5.87 N.5 6.48 2.24 2.44 7.19 2.5 1.11 .M0 .858 .332
% 1 17.9 5.3 N.7 5.81 2.5 2.42 6.53 2.12 *.11 .M7 .872 .335 b % 15.8 4.62 23.7 5.13 2.5 2.N 5.D 1.N 1.12 .833 .8N .337
% % 13.6 3.98 3.6 4.44 2.27 2.37 5.18 1.5 1.13 .5M .000 .348 l
.. .l ., m -lo.,
i i ,i e - .-
TUGC5 Engineering TE-FDI-CS-001, Rev. s DECE.'!BER 1 1986
~
s TABLE 10 (cont'd) i.M , Y L 2 ANGLES s N Unequal legs X
,X
*r-j
.p...N .
Properties for designing 3 I Y $1
~
s.. . r. . a w.w ,e, mis x.x axis v.y m is z a treet I 3 r 1 1 8 r a r y,, sn. en. Lt. en.* sa.* I n.' a n. en. In.* sa.* In.
- en. sa.
L6 H x % 1% 27.2 7.N 27.7 7.15 1.M 2.12 9.75 3.39 1.11 1.12 .357 .421
% 1% 23.6 6.M 24.5 6.N 1.II 2.00 8.68 2.97 1.12 1.00 .560 .428
% 1% 3.0 5.M 21.1 5.31 1. 5 ;2.43 7.52 2.54 1.13 1.03 .364 .436 h Ib 18.1 5.31 19.3 4.83 1.90 2.01 6.M 2.31 1.14 1.01 .56 .4N
% 1 16.2 4.M 17.4 4.33 1.M 1.N 6.27 2.00 1.15 .N7 .50 440
% ab 14.3 4.18 15.5 3.s 1.92 1.5 5.M 1.5 1.16 .364 .873 443 e % % 12.3 3.61 13.5 3.32 1.R 1.M 4.M 1.9 1.17 .M1 .,877 446 -
b 8b 20.3 3.03 11.4 2.79 1.M 1.92 4.18 1.M 1.17 .M8 .3B2 45
% % 8.3 2.44 9.27 2.26 1.M 1.N 3.41 1.10 1.18 .894I .887 .451 L6 x 3% x % 1 15.3 4.50 16.6 4.24 1.92 2.00 4.M 1.59 .972 .333 .759 .344
% % 11.7 3.42 12.9 3.24 1.M 2.04 3.34 1.23 .50 .787 .M7 .350
% 8b S.8 2.57 10.9 2.73 1.M 2.01 2.5 1.04 .506 .M3 .772 .N2
% % 7.9 2.31 8.5 2.21 1.96 1.M 2.M O.847 1. 5 .7N .777 .NE L5 x 3% x % 1% 19.8 5.R 13.9 4.25 1.55 1.75 5.M 2.22 .f77 .996 .748 .464
% 1% 16.5 4.92 12.0 3.66 1.5 1.M 4.5 1.90 .991 .N1 .751 .472
% 1 13.6 4.60 9.N l 1.58 1.06 4.05 1.M 1.01 .St6 .756 .479 N % 12.0 3.53 8.5,2.N 2.64 1.59,1.63 3.43,1.N 1.01 .3B3,.758 .482
)
% % 10.4 3.05 7.78,2.29 1.60 1,81 3.18 1.21 1.02 .N1 .M2 .486 b : 8.7 2.5 6.60' 1.61 1.59'2.72'1.02 1.03 .838,.M6 .489
% % 7.0 2.06 5.39' 1.571.M 1.52 1.M 2.23 .330 1.04 .814'.770 .492 L5x3x% 2 12.8 3.75 9.5 2.M 1.59 1.75 2.58 1.15 .N9 .M0 .448 .N7 b % 11.3 3.31 8.43,2.58 1.00 1.73 2.32 1.82 .57 .727:.N1 .N!
% % 9.8 2.M 7.37; 2.24 1.61 1.M 2.04 .888 .045 .704 .654 .364 b 8N 8.2 2.40 6.N 1.89 1.61 ' 1.68 1.75 .753' .N3 .581.658 .368
% % 6.6 ' 1.M 5.111.531.621.5 1.44 I i i l i .614 i .361.657 i l .N3l.371
. )
.)
v I l Aasresenes samt:Tiste na were hweepr. yen., 1 l
\
Tt.'GCO Engineerinu ) TE-FDI-CS-001. Rev. e; D E C E.'fB E R 1 , 1986 l Page 69 i { TABLE 10 (cont'd) Y i i ANGLES z L L Unequal legs
. Properties for designing X
s s,
.\
o y X
..1I Y
weight ARIS X.R ARIS Y.Y - ARIS Z 2 Yaes -1 8 r y 1 S r s r g, nn. en. Lt. In.' In.* In.' sn. In. In.* In.' in. In. In. " L4 X 3% X % lb 14.7 4.30 1.84 ,1.03 .1.M , .719, .745
% % 11.9 . 3.50 5.32 ,6.37 2.35 ;1.22 *1.29 4.52 1.M 1.23 1.25 3.79 '1.52 '1.M 1.00.: .722. 750 b h 10.6 13.09 ,4.M 1.72 ,1.24 1.{3 ,3.40 1.35 1.05 .578 .724 .753
% % 9.1 2.67 4.18 1.49 '1.25 ;1.21 2.95 II.17 l1.06 .955,.727 .755 b % 7.7 2.5 3.M 1.N 1.26 1.18 2.55 .994 1.87 .932'.730 .M7
% 8b 6.2 1.E 2.M 1.03 1.27 1.16 2.09 .3001.07 .509 .734 .759 I -
L4X3X% lb 13.6 3.M 6.03 2.2 1.23 1.37 2.87 1.35 .849 .871 .637 .5M
% *b 11,1 3.25 5.05 1.89 1.25 1.33 2.42 1.12 .I64, .327 .639 .543 b E 9.8 2.87 4.52 it.68 1.25 ,1.30 '2.18 .M2 .871' .304g.641 .547
% % 8.5 2.48 3.96 1.46 1.26 1.28 '1.92 .386 .879 .782 .544 .551 m % 7.2 2.09 3.38 1.23 1.27 1.M 1.E6 .734 .57 .759 .647 .564 I
% % $.8 1.49 2.77 1.00 1.28 1.24 1.M .5M .H6 .736 .651 .558 L3% X 3 X % % 10.2 3.00 3.45 1.45 1.07 1.13 2.33 1.10 .51 .575 .621 .M4 b % 9.1 2.M 3.10 ,1.29 1.08 1.10 2.M .975 .189; . 5 3' .622 .718
% % 7.9 2.30 2.72 11.13 :1.09 .1.08 1. 5 .351 .897i .830 .625 .721
- b % 6.6 1.95 2.33 I .554,1.10 !1.06 '1.58 .722 .905
- . IDS .627 .724 i
% 8b 5.4 1.M 1.M .7M 1.11 1.M 1.M .589 .914 .785'.631 .727 L3% X 2% X % % 9.4 2.75 3.24 1.41 1.00 1.3 1.M .M0 .70s .M6 .534 .4g6 m E 4.3 2.43 2.91 1.M 1.09 1.18 1.23 .677 .M1 .682 .535 491
% 8h 7.2 2.11 2.56 1.5 1.10 1.16 1.09 .592 .M9,.600 .537 496 b % 6.1 1.75 2.19 .327 1.14 .939 .504 .727; .617 .540 .501
% 8b 4.9 1.44 1.5 .755l1.11 1.12 l.11 g .7D .412 .735 .614. 544 .506 i
l l L 3 x 2% X % % 0.5 2.50 2.00 :1.M .913 1.00 1.30 .744 .722! .750'.520. 667
% 8L 7.6 2.21 1.M .328j .920 .97I1.18 i .664 .729 .728' .521I.672
% % 6.6 1.32 1.66 .810. 220' .986'1.M l .501' .7M .70$' .522 .5M m % 5.6 1.62 1.42 .ns' .m .m3 .sm .n. .M4l .En .5m .6m
% % 4.5 1.n 1.47 .561 .9s5 .911 .743 .es . .Es4 m m 3.n .n6 .m7 .4m
.za .8m; .sn .no.%.s61.5m nl. 6m, .sn .6m I
Ame6 escape letSTITUTE OF STttL CoseSTWUttese l l
i TIlGCO Engirieering TE-FVM-CS-001, Rev. i. DECEMBER 1 .- 1986 Page 70
! T1.BLE 10 (cont 8d) f 1 61 Y
Z z ANGl.ES
\ Unequal legs s
x x i d'A Properties for designing Y b Z Wolent AXIS X.X ARIS Y.Y ! AXt5 Z.I ' Site sad Thicknees A per Aree reet i S r y 1 8 r s r y,,
, sn. In. tn. In.s a n.' In.* In. In. in.* In.8 In. in. In.
- L3X2X% 86 7.7 2.25 1.92 1.00 .924 1.08 .572 .474 .546 .583 428 .414 b % 6.8 2.00 1.73 .594 .932 1.05 .609 '.424. 553 .M1 429 .421
% 8k 5.9 1.73 1.53 .M1.940 !1.M .543 .371 '.559 .539 430 .428
% 5.0 1.46 1.32 .564 .M8't.02 .470 .317 .M7 .516 .432 435
% b 4.1 1.19 1.09 .542 . 57 .M3 .392 .350 .574 .493 435 .440 I
b % 3.07 .502 .842 . 4 5 .556 .970 .307 .20D .583 .470 .G9 446 L 2% X 2 X % Sk 5.3 1.95 .912 .547 .M8 .51,.514 .383 .5n .581 420 .54 rs'S b,% 4.5 1.31 .70s .466 .n6. 8D9, .446 .310 .584 .559 .422 .620 ,
% b 3.62 1.06 .654{.Mij.784I.787j.372 .254 .592 .537 .424 .626 b % 2.M .309 .509 .253 .793 .M4 .291 .156 .000 .514 .427 .531
, L 2% X 1% X b % 3.92 1.15 .711 .444 .75 .858 .191 .174 4D8 .398 .322 .M9
% b 3.19 .938 .591 .354 .7M .875 .141 .143 .45 .375 .324 .357 b % 2.44 .715 .461 . 803 .52 .127 .111 .422 .52 .327 .354 L2 X 1% X % % 2.77 .313 .316 . .523 .553 .151 .1M 432 .43 .320 .543 h b 2.12 .621 .248
.382l.532 .M1 .3M .308 440 .391 .322 .551
% % 1.44 422 .173 .125 .641 .418 .005 .075 448 .368 .326 .558
% 2.55 .750, .296 .229 .628 .708, .089. 097 .344 .333 .269 L 2 X 1% b, X % l1.96 N .574 I .232, .177 .6M , .686 .071 l .075 .387' .M1 { .311 .271 !
%'% 1.33 .391 .163 .122 .645 .663 .050 .052 .M9 .287 .274 .3M L1% X 1% X % b 2.34 .608 .52 .1M .543 .002 .085 .005 .52 .52 .357 485 b % 1.80 .527 .300', .137 .551 .500, .054', .074 .M9, .330 .59 495
%,b 1.23 , .359 .113 .ON .560 .557 .M9 .051 .M8 .307, .272, .506 O - ' - - - -
e l
{ 4 TUGCO Engineering TE-FVM-CS-001, Rev. #; DECEMBER 1, 1986 Page 71
. l t
TABLE 10 ( cont ' d.) 1 3N - PIPE V Dimensions and properties p.,..n. e. . foot
..e..,i r .. .s , i
.u , .
. . , ., .. ,a,,.. ..i. .. ,,,.
In. In. In. in. Ende Standard Weight
%- .840 .622 ' .109 .35 * .250' .017 .M1 ' .N1
% 1.050 .824 .113 - 1.33' .333 .837 .871 .3M 1 1.315 1.M9 .133 1.68 1194 .087 .133 421 1% 1.0E0 1.380 .140 2.27 .669 .1M .2M .540 1% 1.900 1.610 .145 2.72 .799 .310 .326 .623 2 2.375 2.067 .254 3.H 1.07 .666 .M1 '.787 2% 2.875 2.469 .203 5.79 ,
1.70 1.53 1.06 m .M7 3 3.500 3.068 .216 7.58 2.23 3.02 1.72 1.16-3% 4.000 3.548 * .226 9.11 *2.68 4.79 2.39 1.34 4 4.500 4.026 .237 10.79 3.17 1.23 3.21 1.51 4 5 5.M3 5.047 .258 14.62 4,30 15.2 5.45 1.88 ' S- 6.625 6.M5 .28g 18.97 5.58 28.1 8.50 2.25 6-
^
8 8.625 7.981 .322 28.55 8.40 n.5 16.8 2.M 10 10.750 10.020 .365 40.48 11.9 141 29.9 3.67 12 12.750 12.000 .m 49.M 14.6 279 43.8 4.38 Extra Strang
% .840 .546 .147 1.09 .320 .020 .048 .250
% 1.050 .742 [ .154 1.47 413 .M5 . 005 .321 1 1.315 .M7 I .179 2.17 .639 .106 .161 407 1% 1.660 1.278 .191 3.00 .881 .242 .291 .524 ,
1% 1.900 1.500 .200 3.53 - 1.07 .M1 412 .605 1 2 2.175 1.939 .218 5.02 1.48 .888 .731 .7M 2% 2.875 2.323 ' .276 7.66 2.25 1.92 1.34 .924 3 3.500 2.900 .300 10.25 3.02 3.89 2.23 1.14 ! 3% 4.000 3.M4 .318 12.50 3.68 6.28 3.14 1.31 4 4.500 3.826 .337 14.98 4.41 9.61 4.27 1.48 5 5.M3 4.813 .375 30.78 6.11 20.7 7.43 1.M 4 4.625 5.761 432 28.57 8.40 40.5 12.2 2.19 8 8.625 7.625 .500 43.39 12.8
- 106 24.5 2.38 -
10 ! 9.750 ? 16.1 212 39.4 1.63 12 l10.75012.750.500! 11.750 l54.74 65.42 l .500 362 19.2 M.7 4.33 Double. Estra Strong . 4 2 2.375 1.503 436 9.'03 2.06 1.31 1.10 .303 2% 2.875 1. m .952 13.69 '4.03 l 2.87 2.00 .M4 i 3 3.500 2.300 .500 18.58 5.47 5.99 3.42 1.05 4 4.500 3.152 ' .674 27.54 8.10 , 15.3 4.79 1.37 5 5.563 4.063 .750 M.54 11.3 33.6 12.1 1.72 8 6.625 4.887 8
.864 SS.M -15.6 66.3 N.8 2.86 8.625 6.875 .875 72.42 8.5 M2 W.6 2.N N "*d .eces e,e .wana,s in esassem.aes wenn Astu se.esameteen ass armee e e, Aest.
***w ese mese
%enemmas,sueeseeny.
- 0. as mese esaminemannen, consen eman pipe messensenese er
. Asegascasi teesTmrft er Srssa. Casserauctions
TIlGCO Engineering TE-FO!-CS-00t, Rev. g DECE.'!BER 1, 1986 Page 72 TABLE 10 (co .t 'd) I*1E STRUCTURA1. TUBING
~
Square
, Dimensions and properties -
OlssENSIONS PROPERTIES Y'!* . was Thishnes,e ,,,' M Aree 1 3 e en. en. Lt. en.s sn.* sn.e en. 30 X 10 .6250 % 73.M 21.6' 304. W.7 3.74
.m00 % m.M 17.9 30. 52.0 3.81
.3750 % 47.03 13.8 38. 41.7 3.88
.3125 b $39.74 11.7 179. M.8 3.92
.2500 W 132.23 9.48 . 148. 29.5 3.95
.1875 b t24.50 7.21 114. 22.9 3.58 8 X8 .6250 % 56.98 16.8 142. 35.5 2.91
.5000 % 47.35 13.9 . 124 31.1 2.99
.3750 % M.83 10.8 102. 5.4 3.06
.3125 b 31.24 9.19 N.1 22.0 3.10
~ .2500 % $25.44 7.48 73.4 18.4 3.13 r
.1875 b 119.41 5.71 57.2 14.3 3.17 7 X7 5 00 % 40.55 11.9 79.2 22.6 2.58
.3750 % 31. 73 9.33 E.5 18.8 2.65 g .3125 b M.99 7.M 57.4 16.4 2.69
.2500 % 22.04 6.48 48.1 13.7 2.72
.1875 b 114.85 4.96 37.7 10.8 2.76 C v. 6 .5000 % 34.48 10.1 48.5 16.2 2.19
.3,5u % 27.04 7.95 40.5 13.5 2.26
.3125 b 23.02 6.77 E.5 11.8 2.29
.2500 % 18.82 5.54 25.9 9.E 2.32
.1875 b $14.41 4.24 23.5 7.83 -2.35 5 x5 .5000 % 27.68 8.14 s.7 10.3 1.78 37M % 21.M 6.45 22.0 8.E 1.85
.3125 b 18.77 5.52- 19.5 7.81 1.88
.2500 % 15.42 4.54 16.6 6.64 1.91
.3875 b 11.M 3.49 13.2 5.28 1.95 4 X4 I .5000 l .3750 1 ;
20.88 16.84 6.14 4.95 11.4 5.70 .I 1.36 10.2 5.10 ' 1.44
.3125 b 14.52 '4.27 9.23 A,61 1,47
.2500 % 12.02 3.54 8.00 4.m 1.50
.1875 b
- 9.31 2.74 6.47 3.24 1.54 3% X 3% .2500 % 10.90 3.09 5.29 3.02 1.31
.1875 , b I.14 2.39 4.29 2.45 1.34 3 X3 .2500 % 8.80 2.59 3.16 2.10 1.10
.3875 b 6.M 2.02 2.40 1.73 1.13 2 X2 . 5 00 % 5.40 1.59 .766 .786 .594
.3875 b 4.31 1.27 .468 .868 .7M
- 0uentes ennenoiene serees amt sesse.
9 sceneeuwest seenise ser 4 = as hel and to - 48 kel, bendhis easy. 8 00eseenweet emethm ter h = 45 tal, tending only. sessanne esteested se seems manievesesen er eengemannen due en honems shoess he shoemed ter eenweenee een Spectnestama Sest. 3.8.2J. . a i==im . mm. cos n : 0
i TCCCO Engineering TE-FDI-CS-UU1, R e- v . ^ I: DECE.'!BER 1, 1986 Page 73 TABLE 10 f (cont'd 1 384
)
. Y STRUCTURAL TUBING Rectangular x x l 1
- Dimensions and properties = l Y I 1
OlMENSIONS l PROPERTit3' {
%,,, i ,,, we.snt ' ; x.x Ax15 Y . Y Axf 5 l reet le S, re I, 3, l r, l
en. in. La. en.e sn.. in.. en. en.e sn.e sa. 1 12X8l.5000' % 60.M 17.9 337. M.2 4.M 181. 45.2 3.18
, .3750 % 270. 45.0 4.42 145. M.3 3.24 i
! .3125 b 47.0311.7 39.74 l 13.8 232. 38.7 l 4.46 125. ' 31.3 3.27 I 112.23 9.44 . 192. 32.Q 4.50 103. 3.30
.2500bl-
.1875 %t24.50 7.21 ' 148. 24.7 4.54 80.1 ' 20.025.9 3.33 l 1
12 X $ .5000 % 54.15 15.9 271. 45.2 4.13 92.0 30.7 2.40 , _ ,
.3750 % 41.93 12.3 22. M.6 4.22 75.0 25.0 2.47 . 1
.3125 b 35.49 10.4 190. 31.6 4.25 E.1 21.7 2.50 '
.2500 % 28.83 4.48 157 26.2 4.31 H.2 18.1 2.53
.1875 b $21.M 6.48 122. N.4 4.35 42.2 14.1 2.M i 12 X 4 ' .5000 % 47.35 13.9 205. 34.2 3.M 35.2 17.6 1.59
.3750 % M.83 10.8 169. 28.1 3.95 29.5 14.7 1.H
.3125 b 31.24 9.19 147, 24.5 4.00 25.9 13.0 1.68
.2500 % 25.44 7.48 123. 3.5 4.05 21.9 I 10.9 1.71
.1875 b 119.41 5.71 95.0 16.0 4.10 17.3 8.c3 1.74 12 X 2 .3750 % 31.73 9.33 118. 19.7 3.M 5.62 5.62 .7N
.3125 b N.99 7.M 104 17.4 3.52 5.14 5.14 3D5
.7500 % 22.04 8.48 88.3 14.7 3.69 4.51 4.51 .8N
.1875 b 316. 5 4.M 69.8 11.5 3.75 3.M 3.70 .M3 18 X 8 .9000 % M.15 15.9 215. 43.0 3.87 153. 38.1 3.18
.3758 % 41.95 12.3 174. M.7 3.75 123. E.8 3.16
.3125 b 35.49 10.4 150. E.8 3.79 107. 28.7 3.20
.2500 % 128.83 8.48 124. 24.8 3.83 E.4 22.1 3.23
.1875 b 121.M 6.46 M.3 19.3 3.N 68.7 17.2 3.26 l
10 X 6 .5000 , % 47.35 13.9 170. M.0 3.49 78.9 25.6 2.35 1
! .3750 % 36.83 10.8 139, 27.8 3.58 63.1 21.0 2.41
.3125 ' b 31.24 9.19 120. 24.1 3.42 M.0 2.45 -
.2500 % 25.44 7.48 100. 20.1 3.46 45.9 ; 18.3 15.3
- 2.48
.1875 b $19.41 5.71 78.3 15.7 3.70 E.9 12.0 2.51 I
- 0utside dienensione secoes not sides, t 88en4esapest eestion ter Fe - M hel and Fe = 48 hot, when bending occure shows X. X eo6e.
8--^~ _ emotion ter Fe - 4 he4, senese tending essere about X. X eele. 88'*ees P to emnetulned ended tend and honehas sney met he senspost under SpeelAmation Seek LLL43. Canesa sE shapes for sessipaleese wesi stie emetten. Shepee emblessed to seine seneseeeeeen er sesneroenten due to besidisig senauld to esteshed ter sesnpeonee west speesnesteen Seat L9.3.4. to tendens eneet Who F. F esas sney met be essagest under W i
.Tt*GCO Engineerina TE-FV>t-CS-001. Res. ::
DECE}!BER 1, 1986 i Page 74 TABLE 10 (cor.t'd) p
~
3 185 Y STRUCTURAL. TUBING ee x Rectangular x . Dimensions and properties - Y OtWENSIONS PROPERTIES g,,, s w nt X.x Axis v.Y Axis
*** T******** Poet is Se is I, Sy r, In. en. Lt. In.e an.e an.e en, sn.* en.e an.
10x4[ .5000 % 40.55 11.9 125. 24.9 3.23 29.0 14.5 1.56
. 3750 % 31.73 9.33 104. 20.8 3.H 24.5 12.3 1.62
! .3125 ; b 26.M 7.N 91.2 , 18.2 3.39 21.7 10.8 1.85 .
.2500 . % 22.04 5.48 3.44 18.3 9.17 1.68 16,85 76.8 l 15.3 g .1875 b 4.96 60.2 12.0 , 3.48 14.5 7.26 1.71 10 x 2 .3750 % 27.04 7.95 72.4 14.5 3.02 4.74 4.74 .772
. .3125 b 23.02 8.77 64.0 12.8 3.07 4.33 4.33 .300
.3500 % 18.82 5.54 M.2 10.8 3.13 3.E 3.2 .828
. 1875 b 14.41 4.24 42.5 8.58 3.18 3.11 3.11 .57 -
- I 8 x 5 l .500 % 40.55 11.9 96.2 24.1 2.84 41.7 20.6 2.27
.3750 % 31.73 9.33 79.7 19.9 2.92 51.2 17.1 2.34
.3125 b 26.99 7.M 69.7 17.4 2.96 44.5 14.9 2.38
.2500 % 22.04 4.48 58.4 14.6 3.00 37.5 12.5 2.41
.1375 b $18.5 4.M 45.8 11.4 3.M 29.5 9.85 2.44 8x4 .5000 % 34.48 10.1 71.5 17.9 2.66 23.7 11.9 1.53 !
.3750 % 27.04 7.M 59.9 15.0 2.74 3.1 10.0 1.59
.3125 b 23.02 5.77 52.5 13.1 2.79 17.7 8.87 1.52
.2500 % 18.82 5.54 44.2 11.1 2.83 15.0- 7.52 1.85
.1875 b 1 4.481 4.24 34.8 8.71 2.87 11.9 5.95 1.58 8x3 .5030 % 31.08 9.14 57.6 ' 14.4 2.51 11.6 7.74 1.13
.3750 h 24.49 7.20 49.0 12.3 ' 2.61 10.1 5.74 1.18
.3125 g b 20.90 6.15 . 43.3 g 10.5 2.55 9.05
- 5.04 1.21
, .2500 % 17.12 5.04 ' 36.7 9.18 l 2.70 !7.77 5.19 1.24 ,
.1875 b 13.13 3.85 29.1 ,- 7.25 2.74 e 4.24 4.16 1.27 ;
Ix2 .3750 % 21.M 5.8'l 38.1 9.52 2.43 3.73 3.73 .700 l'
.3125 b 18.77 5.57 34.1 8.52 2.48 3.43 3.43 .784
.2500 % 15.42 4.54 29.2 7.31 2.54 3.03 3.03 '.817
.1875 b 11.86 3.49 23.4 5.85 2.59 2.49 2.49 .845
- 7x5 .5000 % 34.48 , 10.1 63.8 17.4 2.45 35.9 14.3 1.88
.3750 % 27.04 7.95 50.7 14.5 2.52 30.0 12.0 1.94
.3125 % 23.02 4.77 44.4 12.7 2.96 35.4 10.8 1.N
.2500 % 18.E 5.54 37.4 10.7 2.m R.3 0.5 2.88
.1875 b 14.41 4.24 29.4 8.40 2.53 17.6 7.82 2.04 e oste.de denensione eseese not eades.
8 80eswesapest meetion ter Fe - 46 hei. inhen tending eestare ehest 2.X emis. Shapee sehposted to eenibbied estes lood and %g sney not be essagest under Speesmention Juss. Lu.43. Chest me estepee ter seneseense weh then eseelen. ' Simpse echtested to selef connesseelesi er eenessession des to headhog ehemed be esteeted ter , ennecesses semi speesAmessen Sook LBJJ. I 4e heading ekset Who F. F este esey set to esoposa under Speesnessee s .
$I N N M l
Tt.'GCO Engineering : TE- FV.SI-C S - 0 01, Re'.. 6 DECE.'!BER 1, 1986 TABLE 10 (cont'd) Page 75 9 1 3M Y STRUCTURAL TUBING "'" Rectangular X X Dimensions and properties
=- -
Y-
- Of MENSIONS PAOPERTitS
,,,,,,,,,, ,,, .et x.x . -c v.v oi.
S'* * * ****** Yeet is 3, ra I, 3, r, sn. I.s Lt. en.e sn.e . en.e sn. - so.* In.s - . en. 6x4 .5000l % 27.68 8.14 33.4 11.1 a 2.02 17.6 8.79 1.47
.3750 % 21.M .6.45 . 28.6 9.54
- 2.11 . 15.2 8 7.58
- 1.53
.3125 i 18.77 5.52 l 25.4 . 8.46 ' 2.14 - '13.5 6.74 1.56
.2500 % 15.42 4.54
- 21.6 ; 7.19 2.18 . 11.5 . 5.76 1.59
.1875 b 11.M .3.49 17.2 5.72 2.22 ' 9.20
- 4.40 1.62 6X3 .5000 % 24.25 7.14 25.8 8.00 1.90 8.44 5.63 1.09
.3750 % 19.39 5.70 22.7 7.56 1.99 7.51 5.01 1.15
.3125 b 15.66 4.90 20.3 6.77 2.04 8.75 4.52 1.18
.2500
.1875 b
13.72 10.58 4.04 3.11 17.4 14.0 5.82 4.66 2.08 2.12 5.5 4.M 3.92 3.17 1.21 1.24 O 5x2 .3750 % 16.84 4.95 J6.7 5.57i 1.84 2.72 2.72 .741
.31 3 W 14.52 4.27 15.3 5.08 1.M 2.53 2.53 .7N
.2500 % 12.02 3.54 13.3 4.44 1.M 2.25 2.25 .799
.1875 b 9.31 2.74 10.8 3.81 1.99 1.87 1.87 .827 5X3 .5000 % 20.88 6.14 15.5 6.21 1.59 6.86 4.57 1.06
.3750 % 18.84 4.95 14.0 5.58 1.88 6.21 4.14 1.12
.3125 b 14.52 4.27 12.6 5.06 1.72 - 5.H 3.77 1.15
- .2500 % 12.02 3.54 11.0 4.38 1.M 4.93 3.29- 1.18
.1875 N 9.31 2.74 8.87 3.55 1.80 4.82 2.68 1.21 5X2 .2508 % 10. 5 3.M f.48 t,39 1.06 1.R 1.92 .789
.1875 b 8.14 2.39 6.M 2.75 1.M 1.88 1.00 .816 4X3 .2500 % 10.50 3.09 6.45 3.23 1.45 4.10 2.74 1.15
.1875 b 8.14 2.39 5.23 2.62 1.48 3.M 2.23 1.18 4X2 .2500 % 8.80 2.59 4.69 2.35 1.35 1.54 1.54 .7M
.1875 b i 6.86 2.02 3.87 1.93
- 1,38 1.29 , 1.29 .798
- 1 \
3x2 .2500 ' % 7.10 '2.08 2.21 1.47 1.03 1.15 1.15 .742
.1575 b 5.99 1.64 1.M 1.24 1.M .9U .9U .771 I
- Outside semensions serese feet siees.
thopee emet,ested to cesntined oriel need and tenetee may not to sempest under Speciheation Sost. LLLLL Cheati es onepee for compeonee .en thes esegeon. . Shepee outsessed to sesos emmessesten er esmoseesten due to tenstat should to sheehed for compeones waft Spee8heeseen Seet LL2.L Shepee sensasted to tending eteet the F. Y eels mey met to sempest under Spee8Ametion
, , Seat LLL& L Aestnicase lorstrfvTt or STttL Cearstnuctsose
"-~
I
~
i
- j. -
b g w .
'g TL*GCO Engineering .
j TE-FVM-CS-001, Rev.-6 g' DECEMBER.1, 1986 Page 76 TABLE'11 , CONDUIT NOMINAL SIZES p Nominal Outside Diameter Diameter (Inches) IInches) 1/4 0.540 , _, 3/8
- 0.675 1/2 0.840 3/4 .
'1~.050' 1
1.315 i 1 1/4 1.660 1 1/2 1.900 2 2.375 3 2 1/2 2.875 i 3 3.-500 i i 3 1/2- 4.000 i 4 4.500 . l 5 5.563 > 1 6 6.625 I L 4 i j l
i 4 TUGCO Engineering TE-FV>1-CS-001, Rev. ti
- DECE}!BER 1, 1986 Page 77 iO
' amCmen1 >< p i i j . c
! i IRREGyLAR TOTAL GAP l l c HOLE FOR U+V4 3 MAX.
i i fBOLT l l [/VASHER CLAWi) -[ CLAW 2 ! TRAY j j - _.......o -
'lu dv DETAIL &_ -
HOLE FOR j ' M BOLT & WASHER J N h i CYPRUS OR BURNDY HUSKY' r BOLT e
' CONFIGURATION CLAMP MAXFILLER{R THICKNESS =
- i i
FRMM - GAP ( SEE N0'iE.1) TYPE unumr i== i CLAW i-I FRICTION TYPE NORMAL ASSEHBLY CLAW atSEE NOTE 2) - TRAY -GAPISEE FILLER -- NOTE 1) , PLATE i
, ( TRAY gg7g g
! IF REQ' D 2
, , f / IF RE0' O
;-- : 2
[1
- THICK (MAX T BOLT'FOR "
X T A (A- M N) "k TSE fH 0 AP( TOP + 80TTOM) - DET A) SUIT) ( TYP) NOTTOEXCEEDj' NOTE 2: NOTE: IRREGULAR CAP-IN THE REGION *a* i IS BETWEEN THE BOTTOM OF THE FOR WASHER (IF RE0'01 DETAILS ., ANO ORIENTATION SEE ATTACHPENT '8 CLAW AND THE STRUCTURAL ff MER l OR SHIM REGION *a*IS RETWEEN 1 ! THE END OF BOLT HEAD OR WASHER. IF PRESENT,AND THE VERTICAL l CLAW LEG SHALLBE{.IRREGULARCAP MAX TYPE ' A' CLAFP SH 1. OF 2 4
TL*GCO Engineering. TE-FVM-CS-001 Rev. 6 DECEMBER 1, 1986 Page T8-9 ATTACHMENT ' A' ( CONT) TRAY TRAY-ALTERNA y MIN SUPPORT LW N A T ,,,,, TO WELD FOR INF / g V } MIN
'* # ONLY SHIM
- PLATE BETWEEN TRAY
& SUPPORT j' THICK (MIN)
(LENGTH & WIDTH TO SUIT) c.
.m .... . ......
^
, ~ ~ ~ ~ ~ ~ ~~'" LT a CACE !.0C'ATION OF SUPPORT SECTION , / P ( LHANNEL. ETC TYP) ., p
/ ff "
/ N
- i i
.. . z . .. ......... -
TRAY
--G CLAtf \l To SUIT
, NOTE: i ) jMIN( WELO @ A $ MIN FOR INFO OVERHANG OF 'CLAt9' FROM SUPPORT STRUCTURE IS ACCEPTABLE AS LONG ONLY AS BOLT HEAD OR NUT IS WITHIN THE SUPPORT E M ER. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH ' GALVAN 0X PAINT
- s WELDS FOR SHIM PLATE TO CTH O
MMER ARE MON-0 WELDS AND NEED NOT BE MASURED TYPE ' A' CLAMP SH 2 OF 2
l TUGCO Engineering TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 79 ATTACHMENT ' A' ( CONT. ) X
~
X X 4 j') RD HD D' TRAY
~
BOLTS ( A307) W/ WASHER
)4WASHERR.
n n ' FOR 24* & WIDER x x + TRAY-VERIFY s o
, PRESENCE
- 3. . . ( SEE ATT.' B2) hCHANNELCR TS .
e I 8 [' d o
,Y,,,
RECORD WELD TYPE. SIZE. LENGTH. LOCATION CHANNEL NOTE: RECORD *X* .*T. IF PARTIAL OR FULL OR TS AND 'Y' OINENSIONS T O TH KNESS EQUAL TO HALF (~ '. O THE PLATE THJCKNESS N PARENTH F FILLET
- S LD NO PRESENCE OF. BEVEL VERIFY 1
r t TRAY IRREGULAR GAP AT THIS INTERFACE g d'( MAX) C BOT OF TRAY fC \. TRAY
/
s - CAP , j( MAX) I i TYPE ' B' HEAVY DUTY CLAff
-r . -,- , ---,,---e , - , , , , _ , m--- , _ , , ., , . , . . . ,,, ey- , -- r-
h TL'GCO Engineering TE- FV>l-CS-001, Ret.'6 ) DECEllBER 1, 1986 j Page 80 l l ATTACHMENT ' A' ( CONT) SUPPORT 7 RAY T l ,,, A "^Y i, 25! 7-7-CLAre AR.
;;...g;...
. _. .. . .... e ,
l li MIN
\ CHANNEL OR TS
_d lj MIN VIEW A-A SHOW WELD DIrfMSION
- NOTE .
IF DIFFERENT,FROM ABOVE . IF i WELDED CLIP THK PLATE IS USED , i CLAW SHOULD STILL BE .
-h IDENTIFIED AS A TYPE ' C' O 1 ON THE DRAWING BUT.A NOTE SHOULD BE ADDED
*)THKPLATEUSED*
1 ,. [ i" PLATE SHIM R IF REQ *D BOLTED CLIP (1' THICK & (MAX) i LENGTH WIDTH TO HOLE FOR j' p BOLT SUIT) TRAY 3 4 ( A-307 MIN) TRAY CLAP.o SHIM ( FILLER PLATE) of +) . d ) l ( W On IF REQ'D
._ 0 To }
1 HOLE FOR {'d BOLT f. WASHER SUPPORT ,11 {, - I TOTAL IRRECULAR ! ! CAP 8ETWEEN CLAff ' FILLER h TRAY AND TRAY SHIM HOLE AS IN CLAMP PLATE
, IF REO'D SHALL NOT EXCEED {
g t BOLT . , MAX FILLER R THICKNESS = {' NOTE: SHIM PLATE HAY BE FIELD FABRICATED AND PAINTED O WITH 'CALVAN0X PAINT *. WELDS FOR SHIH PLATE TO CTH EPSER ARE NON4 WELDS AND NEED NOT BE EASURED. TYPE ' C' CLAW BOLTED OR WELDED SH 1 0F 2
i TL'GCO Engineering TE-FV>l-CS-001 Rev. 6 DECE}!BER 1, 1986 Page 81 { O 9 ' ATTACHMENT 'A' ( CONT) d . g j HIN / ALTERNAT g V jHIN N TO WLD TRAY CLAW _TO SUIT' TRAY sn-
,/ , l Sc s 7:./ : . s _. ,
,,, 7 - $-~
r % n
}
d j HIN ,_.-
/ WELD @NON 0 NEED g v { MIN TNOT BE M ASURED CUT FROM STANDARD TRANSVERSE TYPE TRAY CLAP CLAW TRAY SUPPORT
........ .. ..... % . g .:::-
c g .: g..:::- ......
% -~
b.. l
,/ f % "% .
/ $
e
/o -
/
, g iRAY e og NOTE:
OVERHANG OF ' CLAW' FROM SUPPORT - STRUCTURE IS ACCEPTABLE AS LONG AS BOLT HEAD OR NUT IS WITHIN l I THE SUPPORT MteER. t FOR WASHEK (IF REQ'D) DETAILS , l l AND ORIENTATION SEE ATTACHM NT 81 TYPE ' C' CLAMP t SH 2 OF 2 '
TUGCO Engineering TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 O Page 82 l i ATTACHMENT 'A' ( CONT. ) ' i _ X ' TRAY x X I
,- { p VASHER P.
8 FOR 24* & WIDER '
^
- x tjRDHD ESEN BOLTS ( A307)
+ e_. (SEE ATT 82) M-W/ WASHER j=
r l'd BOLT ( A-325 MIN) r
- CHANNEL Y C ~ OR TS l{
W CHANNEL
~
NOTE: RECORD "X",'C','Y' AND ANGLE DIE NSIONS SECTION SECTION 4::-e TRAY IRREGULAR C P AT THIS INTERFACE
~
{'tMAX) ' HEAVY DUT TRAY CLA BOT OF TRAY
! l HEAVY DUTY TRAY TRAY CLAMP J j t MAX)
GAP TRAY i NOTES:
- 1. OVERHANG OF CLAff FROM SUPPORT .
STRUCTURE IS ACCEPTABLE AS LONG AS BOLT THRU SUPT 80LT HEAD OR NUT IS WITHIN - '" THE STRUCTURE EteER.
- 2. SHIM PLATE MAY BE FIELD O ( -j ' N ) ~
FABRICATED AND PAINTED [ SHIM (CUT P.1' THICK TO SUIT)( MAX) WITH GALVAN 0X PAINT. ! 3. IRREGULAR GAP 8ETWEEN = m O To i SHIM PLATE / TRAY-CLA>P AND SHIM P ATE / STRUCTURAL PfteER NOT TO EXCEED
- E ACH.
- 4. FOR WASHER (IF REQ'D) DETAIL AND ORIENTATION SEE ATT '81".
.O TYPE ' D' HEAVY DUTY CLAff
TUGCO Engineering TE-FVM-CS-001, Res. 6 DECEMBER 1 1986 Page 83 ATTACHMENT ' A' ( CONT. ) (8 *p RD t HD B LTS TRAY ( A307) R W/VASHER - -- _ X
-4 +
44 Xf' NOTE D--d ' l ~ X(NOTE 1) CHANNEL OR TS " H u "TX( NOTE 1) i - . o
!X(NOTE 1)
RECORD WELD TYPE. CHANNEL OR TS LOCATION. SIZE. LENGTH. Of Y WELD / BEVEL. IF USED. ~ N THER SIDE RECORD X,t AND Y DIMENSIONS. FILLET WELD IS ACCEPTABLE IF NO BEVEL IS PRESENT. FOR PARTIAL PENETRATION OR FULL PENETRATION VELD. RECORD THAT THICKNESS AS ( t/2). IRREGULAR GAP AT THIS INTERFACE d ( MAX) . HEAVY TRAY CLA W
~
OUTY--- i.[ TRAY l HEAVY DUTY--- -i.f N TR AY
. I. . .
B0T OF TRAY TRAY CLAMP
'j '
l... CAP l ( MAX) NOTE:
- 1. PEASURE HOLE CLOSEST TO EDGES ONLY.
- 2. FOR VASHER (IF REQ' 01 DETAILS AND ORIENTATION REFER TO ATT.'81*.
TYPE ' E' CL AMP AT TRAY SPLICE WELDED TO SUPPORT
TUGCO Engineering TE-Fnt-CS-001, Re,. 6 DECEMBER 1 1986 Page 84 ATTACHMENT ' A' ( CONT. ) ANGLE. X
=
RECORD DIE NSIONS TRAY X( NOTE I)- - "
-X( NOTE 1) 4 h. x /
Tx(NOTE 1) qg t
!X(NOTE 1) i T
L - I i
+ 1 t8 'd RD j'p BOLT ( A-325 MIN) lC < ' HD 8 LTS. 1 & WASHER i
( A30T) W/ WASHER
\\
c (O. RECORD X AND Y DIENSIONS. RECORD G AND ANGLE DIMENSIONS. TRAY
.. ~~ IRREGULAR GAP AT THIS INTERFACE HEAVY DUTY % --
TRAY CL AFP l
- - - === .[ 80 T OF T R A Y
.!l--BOLTTHRU
] .
SUPT GAP
- SHIM lP 1 j ( MAX) -
THICK ( MAX) 0 ( d . +{ l --*d CUT TO SUIT NOTE:
- 0 TO }
I. MASURE HOLE CLOSEST TO EDGES ONLY. 2. OVERHANG OF CLAPP FROM SUPPORT STRUCTURE IS ACCEPTABLE SO LONG AS BOLT HEAD OR NUT IS WITHIN THE SUPPORT WHBER. 3.
- 4. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH ' GALVAN 0X P IRREGULAR GAP BETWEEN SHIM-ANGLE / SHIM-STRUCTURAL E MBER SHALL EXCEED i EACH.
- 5. FOR WASHER ( IF REQ' D) DETAILS AND ORIENTATION REFER TO ATT. 'B1'.
TYPE ' F' CLAMP AT TRAY SPLICE ( BOLTED TO SUPP)
,c, _ , _
m-. , - -. , _ _
TUGCO Engineering TE-FV.N-CS-001 Rev. 6 DECE.MBER 1. 1986 Page 85 ATTACHMENT 'A ' ( CONT. ) i TRAY GAP'2
'. ( TYP),
1 - . .t: ( TYP) BOTTOM / . ' ik . l 0F TRAY t l gap y X, j RECORD WELD TYPE, Q . SIZE. LOCATION ETC. l t SUPP0RT
* -CAP U =
a- CAP V CAPtU+V)l MAX.
^
FOR PARTIAL PENETRATION OR
' FULL PENETRATION WELD. SHOW THROAT THICKNESS AS( t1/2)
- X -
EDGE OF TRAY m CL APf( SEE TRAY DET A ALS0) .. 4,. . ' i ! / -
/ CLAMPS ON TWO SIDES OF y- - '
TRAY NEED NOT BE IDENTICAL j
--- J l
/
DETAIL e__ - PLAN RECORD Y, X DIPENSIONS THIS DETAIL HAY BE USED WHERE TRAY BENDS. IF REQUIRED. THE VERTICAL PL ATE MAY BE ' 8ENT TO FIT THE CURVATURE OF TRAY. TOP HORI2ONTAL PLATE MAY AtSo 8E CUT To-MATCH TRAY. TYPE ' G' CLAMP
i TUGCO Engineering TE-FVM-CS-001, Rev. ti i DECEMBER 1, 1986 i Page 86 I i i ATTACHMENT ' A' ( CONT. ) t8 RD 3b7h - WWASHER , - +, X(NOTE 11- x(NOTE 1)
-1
"' F I
X(NOTE 1) A A A A "
, . .IIII X(' NOTE 17 ..X..Y...Y..7..'.
~
x g RECORD WELDfSIZE. f
~y i C DR TS l
8 LOCATION. TYPE ETC. ) LENGTHY ~ RECORD ANGLE DIMENSIONS O I 1.tfASURE HOLES CLOSEST TO EOCES ONLY.
- 2. RECORD ON CTH Owt THE X AND Y DIMENSIONS.
3.FOR WASHERtIF RE0'D) DETAILS AND ORIENTATION SEE ATT 81. )
~
_ IRREGULAR GAP AT THIS INTERFACE { ( max) TRAY HEAVY OUTY
/ HEAVY DUTY I
/
TRAY TRAY CLAtf
- TRAY CLAlf t . ..
", u . ._ . .
jgo77 ......................
. . GAP AI '
...................... hMAX) ,,,,,,,,,,,,,,,,,,,,,,
CHANNEL OR TS CHANNEL OR TS TYPE 'M' CLAMP ( AT TRAY SPLICE WELDED TO SUPPORT)
TL'GCO Engineering TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 87 O V ATTACHMENT ' A * ( CdNT. ) lCLT( A307)'h RD HC ANGLE z X
=
- RD V/ WASHER -TRAY HD BOLT i WASHER k V R RECORD ANGLE . FOR TRAY 24 DIlfNSIONS AND UP VERIFY x PRESENCE ( SEE "
...... ....Y..'. l.; ATT 82) " "
- - -- , -X CHANNEL OR TS = - CHANNEL OR TS I
FOR WASHER (IF REOD) DETAILS RECORD
- X' AND ' Y' DIMENSIONS.
AND ORIENTATION SEE ATTACHMENT 'BI'. SHOW WELD DETAILS ON CTH DRAWING ( TYPE. SIZE. LOCATION. LENGTH) l _ _ IRREGULAR GAP AT , THIS INTEP.FAC. ' d ( MAX) TRAY HEAVY DUTY I
/ HEAVY DUTY
/
TRAY TRAY CLAW TitAY CLAW u . ._ _ _ " u.___
-- -- CAP -- - -
...................... l( MAxl ,,,,,,,,,,,,,,,,,,,,,,
(CHANNELORTS (CHANNELORTS l
)
N TYPE ' J' CLAMP ( WELDED TO SUPPORT)
TUGCO Engineering TE-FVM-CS-001 Rev. 6 DECEMBER 1, 1986. Page 88 ATTACHMENT ' A ' ( CONT. )
~
T t8 4 RD ~ g3 TRAY _ X W/ WASHER 7 - X(NOTE 1) g t , ,,X_OLOTE 1) 1 t X(NOTE 1F
-..A n o I II x xtNOTE 1E U G-RECORD WELD DIMNSIONS.
_Y ' k l-C OR TS LOCATION. TYPE ON THE CTH DWG. WELD /8EVEL IF - USED CAN BE EITHER SIDE OF PLATE.FI'LET WELD IS ACCEPTABLE LF NO BEVEL (O IS PRESENT.FOR PARTIAL OR FULL PEN WELD SHOW - THROAT THICKNESS AS ( T/2) - i
- 1. MEASURE HOLES CLOSEST TO EDGES ONLY.
2.RECORO ON CTH DWG'THE X.t AND Y DIMNSIONS.
- 3. FOR VASHER( IF RE0' D) DETAILS AND ORIENTATION SEE ATT B1.
~ ~ IRREGULAR GAP AT THIS INTERFACE
{ ( max)
-TRAY TRAY HEAVY OUTY TRAY CLAff
[/ HEAVY OUTY _' ,
" /
TRAY CLAMP g u . __ _ _ ,u._._ 1 yeo,, .......................
-- cap TRAY
................ l( MAX) , , , , , , , , , , , , , , , , , , , , , .
CHANNEL OR TS CHANNEL OR TS j TYPE *K' CLAMP ( AT TRAY SPLICE
TL*GCO Engineering TE-FVM-CS-001 Rev. 6
-DECEMBER 1, 1986 Page 89 O.
ATTACHMENT 'A' ( CONT) X
~
x
- WASHER PLATE T.
7 TRAY a
]p" x VRIWPkEbNCE I x ! . . - o
] CHANNEL
+
o
" (SEE ATTACH 82)! . .
li x _ >-! [ ." Cj'1RD W . 4 ' l'pBOLT RECORD ANGLE i gj'SID0ASd!R D M NSIONS W/ WASHER
,_ ( A425 MIN)
RECORD 'X', 'G' AND 'Y' DIrfNSIONS . .
, g TRAY O HEAVYDUTY}l l -
- IRREGULAR GAP /
TRAY CLAW AT THIS INTERFACE
, y 80T OF TRAY
{(MAX) t... 1 HEAVY DUTY ! o ' TRAY CLAMP GAP l TRAY ( max) h[. t TRAY I : NOTES:
- ..____' 1. FOR WASHER (IF REQ'D' DETAILS s AND ORIENTATION SEE ATT. ' 81. * 'i:
8%T THRU l _2. OVERHANG OF CL AMP FROM SUPPORT SUPT STRUCTURE IS ACCEPTABLE AS LONG SHIM
- j. AS BOLT HEAD OR NUT IS WITHIN
( MAX) JP!.1 THICK THE SUPPORT met @ER. CUT TO SUIT 3. SHIM PLATE MAY BE FIELD FABRICATED AND COATED WITH GALVAN 0X PAINT. _d. IRREGULAR CAP BETWEEN SHIM PLATE / TRAY CLAW AND STRUCTURAL PEteER NOT TO EXCEED g EACH. TYPE "L " CL Aff ( BOLTED TO SUPPORT)
.. t 4
sq TL*GCO Engineering TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986
,O .
Page 90 ATTACHMENT 'A' ( CONT. ) RECORD ANGLE i WASHER PFOR DIE NSIONS 24 INCH & UP TRAY ll - VERIFY PRESENCE 4 (SEE ATTACHM NT B2) I TRAY u.Y _
/. ,
+ 9 ....' ... _x - 2- = r_
+ o C C u----o-o----u -.-fgfe$posa x
7 e - o BDLTS ( A307) W/ WASHER C d Y RECORD X,Y AND G DIMENSIONS ~ _ X_ O O l'p BOLT ( A-325 MIN) a WASHER IRRECULAR CAP AT-THIS y INTERFACE A ( MAX.1 - - TRAY-x BOLT THRU g
*~
SUPT 0( +} . 41 HEAVY DUTY '
,,,j ._- 2 _OToi
- t,,, 1 BOT OF TRAY SHIM lP.1 ' THK ( MAX. )
CUT TO SUIT GAP l (MAX) NOTES: DETAIL A 1.0VERHANG HEAD OR NUT IS WITHIN 0F CLAMP SUPPORT FROM MiGER. SUPPORT STRUCTURE IS AC
- 2. SHIM _ PLATE MAY BE FIELD , FABRICATED AND PAINTED WITH
- GALVAN . !
- 3. IRREGULAR 4.FOR WASHER (Ir REQUIRED) CAP BETWEEN SHIM PLATE / TRAY . EACH.CLAff AN DETAILS AND ORIENTATION SEE ATTACHMNT '81'.
TYPE ' M' CLAtf I (80LTED TO SUPPORT)
TUGCO Engineering TE-FV>l-CS-001, Rev. 6 DECEMBER 1, 1986 Page 91 O ATTACHM NT.*A' ( CONT) l l l RECORD ANGLE DIE NSION 1
- i i { ' d RD HD BOLT } WASHER PLATE X FOR TRAY 24
- AND UP = '
fA-307) W/ WASHER ., VERIFY PRESENCE {* ( SEE ATT. 82) " (LT( A-325 MIN) W/ WASHER x y ._ ' {, TRAY _ .'. d n
"J :" .
== E
== X L
c
, g TRAY k h
-G-1 l O' HEAVY DUTY TRAY CLAW 3l B0T OF TRAY
.----IRREGUL AR GAP (T THIS INTERFACE t
g ( MAX)
... I HEAVY DUTY o
TRAY CLAMP d CAP l " h ' TRAY ( MAX) TRAY t l BOLT THRU SUPT l Ot-),+}) _ l
, _0 To } NOTES:
_t,FOR WASHER IIF REQ'D) DETAILS SHIM P 1 THICK AND ORIENTATION SEE ATT. 'Bl . * ( M X) CUT TO SUIT 2. OVERHANG OF CL A@ FROM SUPPORT STRUCTURE IS ACCEPTABLE AS LONG AS BOLT HEAD OR NUT IS WITHIN THE SUPPORT NEMBER.
- 3. SHIM PLATE MY BE FIELD FABRICATED AND COATED WITH CALVANOX PAINT. !
- d. IRREGULAR CAP BETWEEN SHIM :
PLATE / TRAY CLAW AND STRUCTURAL l EMER IS f MAXIMJM EACH. l
- 5. RECORD X,Y. AND G DIMNSIONS.
1 TYPE ' N' CLAMP ( BOLTED TO SUPPORT)
TUCCO Engineering ~ TE- FVM-CS-001, Rev. 6 DECEMBER 1,.1986 Page 92 ATTACHMENT ' A' ( CONT. )-
-* =
RECORD ANGLE DIMNSION X TRAY l$ RD HD / o
$ M OT) WASHER R FOR.
g "
- TRAY AND UP
" " VERIFY PRESENCE t- '
" ( SEE ATTACHMENT 'B2 *)
SHOW L OC. . SIZE. LENGTH.
& TYPE ON CTH OWG.
y_ _, \C OR TS C'OR TS RECORD 'X' AND 'Y' DIM NSION. J IRREGULAR P AT THIS INTERFACE ( MAX. ) - HEAVY OUTY TRAY CLAW HEAVY DUTY _ TRAY CLAW [
} BOT. OF TRAY-
- GAP l( MAX. )
~
C OR TS ' C OR TS - FOR WASHER (IF REQUIRED) DETAILS AND ORIENTATION SEE ATTACHM NT
'81".
30 TYPE ' P' CLAMP HEAVY DUTY
.TUGCO Engineering
- i. TE-FDI-C S -001. Rs. 6 DECEMBER 1, 1986
.Page'93 1
<: 1 ATTACHMENT 'A' ( CONT) 1 iWASHERP.FOR 24' TRAY AND UP g X VERIFY PRESENCE V
=
Y ( SEE ATTALHPENT 82) lp BOLT ( A-325 NIN) '"' [C XL a . , W/MSHER y% [C I'$ RD HD / p
~
R ' ,B,O,L,T,(
, A,307) / .. . .....
RECORD ANGLE.X AND Y ~ DIMNSIONS
/ q TRAY h
g/ g TRAY TRAY IRREGULAR CAP AT T IS INTERFACE
' g gy, 3 _
- BOLT THRU SUPT -
HEAVY DUTY HEAVY DUTY
, , 7 "IM 5H I PLATE THICK ( MAX. )
\ .
TRAY CLA&
\ TRAY CUT TO SUIT ,.} BOTTOM OF TRAY
_ _0( -} . +} ) , _0TOj r
', ~
GAP j ( MAX.') - NOTES: i l I. OVERHANC OF *CLA W " FROM SUPPORT STRUCTURE IS ACCEPTABLE S0 LONG AS BOLT HEAD OR NUT IS WITHIN SUPPORT PfteER.
- 2. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH
- GALVAN 0X PAINT *. ,
i
- 3. IRREGULA.R MieER g ( MAX. CAP
) EACH. BETWEEN SHIM-ANGLE / SHIM-STRUCTURAL l t
- 4. FOR WASHER (IF REQUIRED) DETAILS AND '
QRIENTATION SEE ATTACHMENT '81*. I l l TYPE '0' CLAMP HEAVY DUTY \ __ _ _ _ . . - - . . -- - -- - - - -- - ~' "
TL'GCO Engineering TE-FVM-CS-001 Res. 6 DECEMBER 1. 1986 ,O Page 94 ATTACHMENT ' A' .( CONT. )
.Y_ j WASHER P. FOR TRAY 24' AND UP
_ I-~ (VERIFY SEE ATTACH PRESENCE B2) T
. . . . .. j .....................
i 1 o
'u
.~ ,
4- - C OR TS
., .......... l.........................
lllpRD HD BOLT - TRAY ~ l t A-307 W/ WASHER) ' RECORD ANGLE DIffNSION. RECORD WELD DETAILS ( LOCATION, SIZE. LENGTH. TYPE). RECORD 'X' AND 'Y' OIMENSIONS. FOR VASHER, IF RE0' D. SEE ATT B1. I IRREGdLAR GAP AT THIS INTERFACE l f ( MAX) . - i I TRAY HEAVY DUTY TRAY TRAY CLAW . HEAVY OUTY TRAY CLAMP - 1
!,,_,o BOT. OF TRAY !
m 1
~~ ~~
- CAP]( MAX) g \_ C OR TS \_COR-TS i t
l TYPE ' R' CLAMP HEAVY DUTY
- - , _ - ~ - . - , _ , . , ,-..,..y,,,7----- ..
n_ ,_q, .p___-_--.mm,.- , , ,_
TL'GCO Engineering TE-FVM-CS-001, Rev. 6 DECEMBER 1, O- Page 95 1986 ATTACHMENT ' A' ( CONT. ) TRAY l WASHER R RECORD FOR TRAY WIDTH = 24 & UP ANGLE \ I- - VERIFY PRESENCE ( SEE ATTACH B2) DItCNSIONS i ______.... a_______, . [STRUCTURALMEMBER - l'p OR j' ( X ROUND HEAD BOLT ( A307) W/ HEX NUT & WASHER X
- - - TRAY I
. .. ..I O Yx 2 .t Y
1..__.._..,. _.. . , . , ..
. . __ . . q g STRUCTURAL MEteER 4
NOTE: RECORD WELD LOCATION, TYPE. I. SI2E AND LENGTH. RECORD X AND Y DIMENSIONS. I GAP { ( MAX) IRREGULAR GAP AT , g \ IS INTERFACE = ( max) TRAY BOTTOM OF TRAY -- f I FOR WASHER (IF REQ'0) DETAILS AND ORIENTATION SEE ATT Bl. / J i TYPE ' S' CLAW
TUGCO Engineering TE-FVM-CS-001, Rev. 6 DECE.'!BER 1, 1986 Page 96 ATTACHMENT ' A' ( CONT. ) _ x TRAY ~
~
A L- (6-jpRDHDBOLTS -* .I+ - X -.-! =--X ( A307 W/ WASHER) l( NOTE 1) l (NOTE 1) a I l
-'I I 4 x
Il; ..[. . - 4..-.~.- 4.. x (NOTE 12
; ,;; .1. _
*i. . t_ . 4. - - .
- 9. . _.
p I f.# .. .. I
.. 4. . .- . _ _ _ .4, _ ... 1_
X (NOTE 1) 1 - 1 J CHANNEL OR TS _Y-RECORD WELD / BEVEL.WELD IF (USED, LOC..CAN SIZEBELENGTH ON & TYPE) EITHER SIDE OF PLATE. FILLET WELD 6 CHANNEL OR TS IS ACCEPTABLE IF NO BEVEL IS PRESENT. RECORD X AND Y DIMENSIONS. IRREGULAR GAP
' AT THIS INTERFACE
* ' "I HEAVY OUTY TRAY CLAMP TRAY HEAVY DUTY TRAY CL
,1 I
; TRAY "I I l L _
-L..- l BOT OF TRAY o
NOTES: - CAP l , ( MAX) i
- 1. MASURE HOLES CLOSEST TO THE EDCE ONLY.
- 2. IF' "WELD
' ' ' " ' IS
" ' PARTIAL
' ' ' ' ' ' OR FULL PENETRATION SHOW THROAT I (J 3. FOR WASHER (IF REQUIRED) DETAILS AND ORIENTATION l SEE ATTACHM NT '81". .
TYPE ' T' CLAMP ( (WELDED TO SUPPORT) i
TL*GC0 Engineering TE-FVM-CS-001, Rev. 6 O DECEMBER 1, Page 97 1986 ATTACHMENT 'A' ( CONT. ) f 6--l pRD _ _L HD BOLTS ( A307 W/ WASHER) X ( NOTE I) X RECORD ANGLE
,- X( NOTE I)
DIMNSION
+(I o a
+ /* ' '
x
, . . + t.[ TRAY a
+ " -X( NOTE 1)
CHANNEL G b HANNEL i.-G TRAY C j' BOLT ( H. S. ) RECORD 'X','G' AND 'Y' DIMENSIONS. HEAVY OUTY TRAY CLAPP [~ e
, { GAP l
,,, BOT OF TRAY
[ TRAY \ IRREGULAR GAP
-- AT THIS INTERFACE-HEAVY DUTY l TRAY CLA d ( MAX) 0 ( -3, +) )
[BOLTTHRU SUPT _ l [ . l f- SHIM JP_ l' THK ( NAX) '
...J TRAY
,/ CUT TO SUIT ,
0 -d . +} ) ^'^ NOTES:
- 1. MASURE H0LE CLOSEST 70 EDGES ONLY
- 2. OVERHANG OF CLAPP FROM SUPPORT STRUCTURE IS ACCEPTABLE AS LONG AS BOLT HEAD OR NUT IS WITHIN SUPPORT EteER.
- 3. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH
' 'CALVAN0X' PAINT.
- 4. IRREGULAR CAP SHIM TO ANGLE / SHIM TO STRUCTURAL MPSER kMAX(EACH).
- 5. FOR WASHER (IF REQ' D) DETAILS AND ORIENTATION, SEE ATT 81.
TYPE 'U' CLAPP ( AT TRAY SPLICE WELDED TO SUPPORT)
1-. ~ TUGCO Enginee:ing . ' TE-FVM-CS-001, Rev. 6 DECEMBER 1, ;986
. Page 98-1 1
ATTACHMENT ' A' ( CONT. ) l i RECORD ON CTH DWG *X' . AND 'Y' OIENSIONS. t6 (R0 ~ g~ HD 8 LTS ( A307 W/ WASHER) . IJOTE ~11 Y : NOTE 1) RECORD
"- X( NOTE 1)
ANGLE. DIPENSION 3 fl ' TRAY n
. -X( NOTE 1)
DETAIL WELD l ' .L ( TYPE. LOCATION. C OR TS - SIZE. LENGTH)
- OR TS T
) TRAY - RREGULAR CAP AT
" IS INTERFACE
( MAX) 4 HEAVY DUTY g Om TRAY CLAMP TRAY CLA@ ,,_ TRAY C OR TS n (W) BOT OF TRAY , [ "
- t... g C OR TS
- - +
i
- NOTES
- 1. E ASURE HOLE CLOSEST TO EDGES ONLY.
4 2.FOR WASHER (IF RE0' 0) DETAILS AND ORIENTATION SEE ATTACH. Bl.. TYPE ' V' CLAPP ( WELDED TO SUPPORT AT- TRAY SPLICE)
, - , -,e ~ ., , ,, - , , -----.,,m,- -, ..,.--a - , , - - - , . . . - --n,,,e- - .. -- ,
l l TL'GCO Engineering TE-FVM-CS-001 Rev. 6 DECEMBER 1, 1986 Page 99 ATTACHMENT A ( CONT. )
-NOTES
- 1. OVERHANG OF ' CLAMP' FROM SUPPCRT i
STRUCTURE IS ACCEPTABLE So LONG AS BOLT HEAD OR NUT IS WITHIN THE SUPPORT MPSER.
- 2. SHIM PLATE PMY BE FIELD FA8RICATED AND PAINTED WITH CALVANOX PAINT.
- 3. WELD.FOR SHIM PLATE TO CTH MEMBER ARE NON-SAFETY RELATED WELDS, AND NEED NOT BE RECORDED.
_d. IRREGULAR CAP SHIM TO ANGLE /, SHIM TO STRUCTURAL MMBER TO BE g
, HAX. ( E ACH)
. 5. FOR IRREGUL AR - GAPS BET EN TRAY AND CLAW GREATER THAN - USE
- SPACER. ( SEE ATTACHMN' ' 82)
- 6. ANGLE PLATE CLAMPS MAY BE BENT TO FIT ~THE CURVATUP.E OF TRAY.
' ~ TRAY _I. i I l [BOLTTHRU SUPT f RECORD SHIM P., l THICKNESS (l' MAX) 8. -FCR WASHER (IF REQUIRED) DETAIL 5 AND ORIENTATION, SEE ATTACHMENT 8.
...J
'!l
. g TRAY
' pIRREGUL AR CAP 1 HEAVY DUTY 4T THIS INTERFACE HEAVYDUTY3 TRAY CLAW j ( MAX)
TRAY CLAMP ( PLATE OR .. , ( PLATE OR = b. ANGLE) l ANGLE) ! ',,_ ( j B0T OF TRAY l l [ , TRAY t
-GAP l L...
( max) 7 7
.O GENERAL NOTES & TOLERANCES FOR CLAMPS, INCLUDING THOSE OTHER THAN TYPE ' A' THROUGH ' '
1 TL'GCO Engineering TE-FVM-CS-001. Rev. 6
,s DECEMBER-1 I986 I Page 100 TRAY CLAMP WASHERS ~
ATTACHMENT 'B1' il
- MIN MIN I
[*,*, , . 1 I
- I l [*'. I I
.I r** ; .I
.l l 8 . / .
l
/
.k . _h . .
HOLE FOR i
--{--- -
(O
\
{'pBOLT , I
- ( TYP) l-- ]
1
. ' I
{ BOLT . jBOLT BEVEL WASHER BOLT FLAT VASHER WASHER
- DIA DIA DIM 24 1 1 f 2{ 1 k gp iq l 2i r 2i r i in li ;
BOLT FOR TRAY CLA@ BOLT FOR TRAY CLAW ( A-307 MIN)] ( A-307 NIN)- i* Lg BEVEL w CTH CHANNELq WASHER O CTH CHANNEL 4 h i
)"
FLAT WASHER NOTE: TO BE USED WITH ATTACHMENT 'D' AS REQUIRED.
k TL'GCO Engineering TE-FVM-CS-001', Rev. 6 DECEMBER 1, 1986 Page 101 ATTACHMENT *B2' THESE j WASHER PLATES SHALL BE
. INSTALLED IN TYPE 8. D. J. L. M, N. P,0. R AND S FOR TRAY-WIDTHS OF 24 IN. AND LARGER.
THEY PMY BE USED AS SPACER PLATES WHEN THE SIDE GAP BETWEN THE TRAY AND THE CLAPP EXCEEDS { . NOTE: PLATE DIMNSIONS ARE FOR INFORMATION ONLY. CUT DIM NSIONS NEED NOT BE VERIFIED 8Y OC, i IF Rf.Q' D TO CLEAR _ _ INTERF. 4 L HF HF " HF HF
+i
- e l' #
I BOLT o E j j MIN yMIN (TYP) DETAIL FOR 2 - j'd BOLTS CUT
*
- IF RE0'D
- - TO CLEAR INTERF.
t it j it t ** H)- ., HD-i ii i
*' h . O = ,ja,MIN r., n.FOR + ..L,j' % BOLT l
DETAIL FOR 1 - j'd OR l' 4 BOLT
+*
~
TUGCO Engineering , TE-FVM-CS-001, Rey, (; . DECEMBER 1, 1986 Page 102 t i ATTACHMENT C i TE-fryM-cs-cot TYPE-1 NODIFICATION FORM CTH No.: UNIT No.1 SUILDING: ROOM No. - ELEVATION DATE: WALKDOWN ENG. - IR No. -- n ,
- zg DESCRIPTION OF TYPE-1 MODIFICATION REQUIRED t
4 i =
' l8
't l.O i
l 4 i t l 4 e I a< J
- ,- - - ,- - -,-- v---.<-nr-w- ..- ---,--~s- ,w- - - . .,,,-w.-.~.-w-,,ne.--,-------m.-em,-.n-,-w . wve-,a,,-- -eer,,-e, ,-,,-- ,-,-s ,
TL'GCO Engineering. TE-FV>l-CS-001 Rev. G i DECE>lBER 1, 1986
-Page 103 i
ATIAC19 eft '_'D" BOLT HOLES IN STRUCTURAL STEEL M WEB [ i
\ LONGITUDINAL FLANCES AXIS S M f XROSS SElTIONAL PLANE NORMAL TO LONGITUDINAL AXIS SAMPLE STRUCTURAL SHAPE .
(CRANNEL USED FOR EXAMPLE) - (APPLICABLE FOR ANY SHAPE) ,SECTION A-A _ REJECT
- ACCEPT **
I f ftHOLE OR BOLT l_
)
fl "$' BOLT j 4l,il ! f f L)(U S T BE GREATER k I T' MAN 2" l-i 8 HOLE i l k T oa
. I E
T y h' HOLE BOLT
,o
/
I
- l l
. l j
f HOLE
) lNHOLE'
[ ,1C-80LT [ lf 50 T f
- i i i i l
{
- HOLES OR BOLTS IN THE SAME CROSS-SECTIONAL PLANE
** HOLES OR BOLTS NOT IN THE SAME CROSS-SECTIONAL PLANE I
MUST ALSO MEET DISTANCE CRITERIA (CREATER TBAN 2". CENTER-LINE) AND HOLE SIZE CRITERIA (3/4" DIAMETER OR LESS).
'f^%-
~
TUGCO~ Engineering TNE-FVM-CS-001,' Rev. 6 DECEMBER 1, 1986-Page - 104 ATTACHMENT E ADEQUACY WALKDOWN CHECKLIST (Reference Procedure-No. TE-FVM-CS-001,-Rev. 6) CTH NUMBER AS-BUILT WALKDOWN ENGINEER: AS-BUILT WALEDOWN ENGINEER OR CRAFT PERSON: WELD GROUP WALEDOWN ENGINEER: (For Steps 13, 14, and 15) , WELD GROUP WALKDOWN ENGINEER: LOCATION OF CTH:
- 1. BUILDING
- 2. FLOOR ELEVATION *
- 3. ROOM NO.
- 4. MAP NO.
- 3. A. TYPE 1 MODIFICATION FORM NO.
(If Applicable) B. EMBED ATTACHMENT FORM RECEIPT ACKNOWLEDGMENT (If Applicable) NOTE:
- 1. This checklist is to be used in conjunction with Procedure TE-FVM-CS-001, Rev. 6 to assist the walkdown team in complying with the procedure and does not substitute for the procedure.
- 2. This checklist supersedes, but does not impact any previous checklists generated in compliance with Procedure TNE-AB-CS-1 and CP-El-4.0-75 or previous revisions of TNE-FVM-CS-001.
- I I i
w - ye-- . -
, - - - - , -3 , - - - -+- . * , - . ~ , , -.m , _ - ~
jf . i f TUGCO Engineering TE-FVM-CS-001, Rev. 6: DECEMBER 1,' 1986 page 105 ATTACHMENT E (Continued) CRITERIA.FOR WALKDOWN TEAM
- 1. Correct dimensions shall have a green: ink check mark placed.
adjacent'to, or above the' dimension on the drawing.
- 2. Incorrect dimensions shall have a' single line drawn through it a nit the "as-built" dimension' entered adjacent to or above the "as-designed" dimension, and both dimensions shall.be clouded together.
These entries shall be in~r,ed ink.
- 3. Dimension and/or any other attributes which are inaccessible for verification purposes shall be identified by entering "IA" adjacent to the "as-designed" dimension and/or attribute and clouded together. These entries shall be in red ink. ( .\ o t e ,
in the comments column the reason for inaccessibility 1.e., thermolag, obstruction, etc.).
- 4. All entries on "as-design" drawings are to be made in either grern.
red or black ball point cen. No other types of t.riting implements are to be used.
- 5. All steps on checklist are to be completed, no steps'are-Lv be left blank.
- 6. If more room is required for comments than provided on checklist use a separate sheet of paper and label it with the CTH number
- and attach it to the back of checklist.
- 7. If a check mark is placed in the No column, put a brief ;
explanation why, in the comments column (l'.e., N/A for Not I Applicable, inaccessible, welded to embedded plate, no additional' attachments to support, etc.).
- 8. This checklist is to be filled out using a black ball point pen.
- 9. The Type I Modification Form, when required, will be filled out using a black ball ~ point pen.
- 10. For efficiency of resources, all CTH's will be verified in their entirety regardless of-the existence of a "NO" on the'chechlist.
This is required so that any and all deficiencies can be addressed 3 at one time. i a
. _ ,-. . _ - - - . - , , _- ,. r
TCGC0 Engineerinig - ! TE-FV)!-CS -0 01 ~, Rev. E l DECE}!BER~1, 1986
} , Page 106 '
1 l ATTACMMENT E (Centinued) 1 I t I I I i- 2Mt2Ntf97 RTrpt AND DERERipTION t Eu---NTA I-I I YtB t No t i l i I
- 1. Nave you verlfled that Field Engineering 1 I i l l I I
has Indletted on Sheet 1 that they have 1 I I I performed the tasks deserlbed.In I t para 1 1 1A9 l .l. I i 1 i t t I I I I I 2. Have'you used the feestion plan en CTH I I l- 1 I drawing to find CTM in the field and i I I I I vertfled that the tagged n,umt e r en the ,CTH I, 8 I I l 1 i la the amma na the ETH ta ha *an.Auftf"' t t t
- I I I l 1
3. Have you eheshed to see if the "As-Design" l I .8 i
- 1. i I
and "Aa.Rullt" manfleuraffama are the amma91 f f f I 4 I I I I Mave yev sketched in Red ink any differ. I I I i 1 annan f r am,,t h e "An.Daalanad" manfteurattentt I t I t l I S. Have you added any dimenslens resulted but i 8 I I I I I I
- not shown en the "As-Designed" drawingf. t I 1
i Thaan antrina shall ha in rad ink i t l' I t I I l I 4. De all asseptable dimenslens and/or i l I I l attributes have a green shook mark I i I t ferfearla 19' i I t t t i t I I I I I t 7. Have all non. complying dimenstens and/or i l ! I attelautan aman entreetas feritarla 21' t * ' I . I I I I was " ." .a.- .nte,.d f., a.. l J t in.ese.si.ie I i t I I aimanalana andrar attributaa feritaria 21' t t
.i t t i
l I I I S. Verify eneherage detail I
)
i i I I l ~j I a, I i I i I Have you verified support anchorage, I 't. I l l 5-I surface mounted plate er angle are I t i shown talse 8 thlehness), if N/A, I I I 1 j I I Identify if it is a welded Installattent I I I i at what ETH numhar it ja mamma" Wlth I I a I t I i l l I I I
- b. Have you cheeked for a gap tehind the ! I l i
I I hase plate and er angle? Record on' I l l I I en the Type i Medifloation Form gaps ! I I I greater than tilG" twithin the I l I i f envelope of S" a S" with espanelen I l ! I I j i anaher er inaher hatt at aantart t t t ? l I i l
- e. Have you cheeked to see if the base I I I l i I I
alata and/ar anstaa men ahlmmadt t t t f l i i I I I d, Have you eheehad for speelag vietational l l l tram Mitt hatta fMNR ar Neunt to+ t t t t I l
,-,___-,_--m-_.,,,,,__, , , , , . - - , _ _ , , _ _ . - - .,,,.___m-..,_,,m._ -,,-,._m.-_ . - - _ ~ , , , , - - , , , _ . _ . - , - . . , , - - . . , _ - _ . - _ _
TUGCO Engineering TE-FVM-CS-001, Ret. U
] ,
DECEMBER 1, Page 107 1986
' ATT ACNestNT E (Centinuedl a
l i i I I I cWrcuttet aftes'AND SERCRIpTION t 284H4ENTS I t YES t No f I I t 1 1. Ancher helte en separate adjaeont ! I t t I fisturest (if in vlegatten.resord i i I g i distance, disalpJine 4 unleue i I I ldanttfleatfan an dwa i f f t t t t I I 2. Embedded plates (I f 'In violation I I t I I t I ranard an deal t t t t t . I t ! I I 3. Edge of eenerate including wall and i I I I I fleer penetrations (if in violallen i l i l I record en dwgl. { l Abandoned ancher i t t. t holes or unused espanelen aneher I t I l' (if in violatten record on 1 1 telte. i I dwa 1 8 i l 1 t t t ' I I I g i 4 Meal of the angles used for water i t i l ! tight deers andler removable bleek I I ~l i I openings (if in violatten resord on I t t i dwa 1 t t t t t t I i t e, Have you verifled the aneher helt type ! ,8 I I L I (i.e.. Milt 6 Mwik Belt. M6fte super ! t I 1 i 1 Rweh Selt. R6snmend lasert er thru hatta)' i t i 1 t t t i ? I t ! t f Have you verified the aneher belts for ! 8 t I ! ! ' the followengt 8 i I : t i I i
- I 1. Malertal type tRichmond inserts
! i I t I 1
I antv) enfar_te lahta ? t i f f i t i I t 1 2. Site. Dia.. Projection 8 Rest i I I I I tength verlfloation (proJestion & I I I i l t Bell Length identiffentlen is for I
! i l I !
Witti M antvl Rafar la Tahta e t t t t I l t I I I I i_ Guantit, I I t t
- L j t 8 I i 1 4 Location of member with respect to i I I I l l hatta. t I f f l {
i I I I
, t 5. Centerline telt distance from heel i I
- I t t
; I of angle er channel 4 etc. (Osgo I t I (
l f dimenelen-Refer to Table to er Alect - I i i I t i f f l I I t 1 10. Have you identitled the Catte fray Clamp I i i 1 I
, I Type usedt Refer to Attaehment A. I 3
i I (Draw I I I I i ' detall of elamps not shown in Attachment A 1 1 I l me sat detaltad as the drawine.) t I t f f , I' 1 l l _ _ , _ - . - _ _ _ . _ _ _ . , , . _ _ , , . , _ _ _ _ _ _ _ . _ _ . - _ - ,_ _ ~ . . . _ _ _ , , , _ _
TUCCO Engineering n TE-FVM-CS-001 Rev. 6 j DECEMBER 1, 1986 Page 108 I I ATTACHMENT E (Centinued) 1 I I I I fMEEKLIST BTEpf AND BEBERipTION I 1 20MMENTE f YES f NO t I I i i i i 1
- t. Have.you shocked for gaps in eseems t I i 1
of the mastmum allowed as shown en i 1 1 1 i Attachment Turi A (if in essess record on i I I 1 I i t t t t I fl. I I I I I A. Old you verify the no. of Cable Traya 1 f en support and size (width 4 depth) of I l 1 i I I I eggle_Irays falia antw if'wfalblatt f i t t t l i i 12. f Did you feeste the Cable fray within auamart' I i I I
- l- I i 1 t t t i 13. I I Have you verlfled and green shocked all i i I I f
1 welds in compilance with the "As. Designed" i i I drawina* I I I C" i I 14 I t t I t i t I Have you sketched In any differenees in i 1 the "Am.Rulit" wald avmbefat t t I t I I
?
1 IS. I I I I Have you added any weld symtels required i I I i I i hut not shawn an the "Aa.Danfaaed" drawina99 9 t t i 14. i t f Have you eheeked for any additsonal attach.! mesta to ciu 1 l i I t t *
- l I i i
1 4 If attashments are Condult, Dipe, ele, 1 1 I I ! j i 1. l i l I Old you record sise, identify 8 1 i 1 attachment and make a sketch en I I I 1 I 1
}
drawinal i j I t t
- I 1
f
- 2. Old you record span Li & L2 ef 8 I I
I I . attaahment9 I 1 I f f f I b. l i I I l If another CTH la attached i I I I ] l 1. I i I f Old you record the attached CTM i i i I stuatAP f I I I f f f I i I I
- 2. Old you show how the two CTM's i 1 I are attaehad- I i 1 f f f t 1
i i I i 17. I Have you verlflod the esistense of a vent i I I i hele in tube steel er any elesed teetlen I l I i I i l member having sever plates used inside I l i h,dait dgfgan t # 1 1 i f f f f
.. . - - . - _ - . _-. . .- a
TUGCO Engineering ATTACHE NT *F* T E- FV>t-CS -001, Rev. 6
- BASIC DIMENSIONING REQUIREM NTS. DECE}!BER 1, 1986 Page 109 LY, Y . . . . .. ,, ..
k i m P e l SIZE s L
.I ,l DI N SIZE" L b
, l r' e.
G ' '
, i j e i e i
,l d2 5 .} s-i e i l
.i M Ii-
- -i l
l'
.i__________::::___ i
._i ,_,
'.l i
. i j;_ _ , . . _ _ _ _ _ _ _ _ _ _ _ _ . ,,
, 'i .
, i T ,D 8T l-l l-e i i i
, _i
'6J e_i L .-._J
,-- L- f r ---l ,-
fJ EVATION A-A SECTION B-B SECTION 0-D m. e C 0 *
<=
# - g - i o z& -
n u , , , , = = = a1\__T -l i: g 4p9 , J4
"'[5 8 5 e s s e r r y g if j j m
s s
~
N-o
- MIN I 4_ ' '
V
, ;; g c0L _ _ _
- i. 1 -
i i. \
\
SECTION C--C 55 1 s s ii 7 ~~ ~i.cc0L
- -- s
- s ir '
g
** G "re-- i
- i o N" ,
'['I1_
o { il - ' GIN
-a
- FWP Q Q *THIS DIT NSION IS NOT REQUIRED AS AS-BUILT WELD LENGTH WILL BE ROOM NO. GIVEN.
_0 CATION PLAN AT FL EL
RE0'D TUGCO Engineering TE-FV>l-CS-001, Rev. i: D EC E.'!B ER 1, 1986 i ,,. ,, Page 110 O' i :
, ATTACHMENT 'F'(CONT'0)
BASIC DIMENSIONING REQUIREMENTS EDGE OF i
- 9:. .................... PLATE I7 l* l fi.,. A..................
l [ SIZEA LENG TH SIZEV LENGTH ~ k u d2 e
.q l L6X6X3 !
2' -IO LONG , , i -
- f. , , , = j- SIZE & TYPE f n
, f f/ OF BOLT
; 7:. .. . . . .........
..L . .... .. ! $g , -M,y p3pg g .. .....................
g
, .A .
l , y I SUPPORT
\ SIZEA LENGTH *
[' SIZEV LENGTH .
-NB. SECTION B-B OVERHANG FOR CANTILEVER BEAMS AS SHOWN BELOW*
EL EVATION A--A j e '
-l! -
e . l l E . l 1 Fm ;
. . _L 1/
. i
?t A n i {u / Fua) k4 f d"4 !
a c REQulRED 6
't , _
4l . FOR CALCULATING GAGE LINE e THIS DI?fNSION IS NOT DIPENSION FOR ANGLES. ADO REQUIRED AS AS-8UILT THICKNESS OF ANGLE. WELD LENGTH WILL BE GIVEN. Q' s . ..** ADD THK FOR CAGE
+,
N '
;_, MEASURE THIS g .
p ._ O e _e. L % *N**
-f J
' END OF THREADED INSERT
- 300M NO. f NOT NUTT PRO'JECTIDN.
. 0 CATION PLAN AT FL EL .
e- , r-- - r- , - - - - - - - - , , -_ - - - - - , - . - - - . , . -- -
L TL'GCO Engineering ATTACHMENT *F* ICONT*0) TE-FDI-CS-001, Res . 6 DECE}lBER 1, 1986 8ASIC DIMNSIONING REQUIREMENTS Page 111 d2 c f Q 7-FWP g _ A B f ':. )) Y+
+
-.4.- - --
, ) u m1 a
%
- DINENSIONS REQUIRED WHEN g18 ONLY THE CABLE TRAY g ..'. . IS COVERED.
818 PLAN ',,,"., A B
. Il l , u 11 l ll lg i ,
ll [ 11 I L - :**TL *' - lli 1 r.- 11 I r ::11 ll lI r-GAP BETWEEN 1 CONCRETE & STEEL ll ll.dl 232333I I NOT NOT _ NOT
" " RE0' D- RE0'C-ABANDONED HIL TI.
HOLE ETC. DITNSIONS REQUIRED VHEN BOTH THE CABLE TRAY AND THE CTH ARE COVERED. _ : :n
.j i..'y !.1 J 4
/1 t I
{ l DE OF I I I CONC COLUMN L6X6Xj X2'-1 LG LE2bl L E)bl l i SHIM PLATE ll g) lg ll j h lL jl l ELEVATION A--A ll ll I F - - - -' - - - - I l 11 C 5 ; <r Il Ib______________ dl II C
, g g -
g g d d e-I e- I I g Il 11 11 11 I I I I
* ' !l ll::: _ _ _ _dl il Bus 1 I Il ll 11 Il
"^ =
_L ll 1, il 1, __ - - - m IA DIPENSIONS REQUIRED FOR LOCATING AND SIZING BUS DUCTS.
1 l TL*GCO Eng inee rinst TE-FVM-CS-001. Rev. O DECEMBER 1, 1986 'I ATTACHPENT *F * ( CONT'01 8ASIC OIffNSIONING REQUIREffNTS COLUt94 OR CEILING
=::=::=::: l W M % r:j:.:,OV%APOF t
= :p = ::l= ::: -FOR EDGE I ANGLE / CHANNEL-DISTANCE & ' c ]. . = >
liTI:~~' ( T0 ( ' ijy- -F DISTANCE
!_! ~ EDGE OF
-6 2' :p
;,, VIOLATION. l a
..j '
4 EPG P_ l kt !!!
# III J nk-i**
- i*
- I:! FROM EDGE 7 0F ILEAM FWP
", T O IE.
i,! .
- : 1i u -
SECTION B-B
- l:
J :
- l.:
f [l ;- FWP h 3 of - :::: ...
- : ' d2 :':
- l::
- :i:
- i. 1
)
jii j l j; FOR WELOING VIOL ATION
- ': d2 IDENTIFIED BY OC --
t
- l:
- l::
l , I e > i i 1
~ 3
.D -
- NOT CTH RE0'O ELEVATION A-A ,
Ere E ** ** M, 1 CTH PIPE G O SUPPORT
\
FOR WELDING VIOLATION l IDENTIFIED BY QC y N' ROO M Ho.
]A -
PARTIAL PL AN
,. a t *""' ' am- esa 4 , ,
s.g,g.w.. syg e.= - 4-g,._.a rf, ,., . - , / _
- r. ,1 "m,7.p.gyg.
m.. -. u-
. ..f. .M C . l.. /A ~
.ir gi g - T'. 4_.s.d._
1 ,
. 1'S!PE!s".rEN-
, - ,,,,2,, . ,4 .
. . ,2
- t. i .g.g m -.m m r--
PL.a.se .. i -% : m; n
. . f.L. seam..LE
.. . e t.M.s.
5
.an.
i L. er 1se W w a e m .[.
.a . . .a.
_1_..g_._. g ._._ m;_,,,,, . g -
====
j f-g- e muse,& -h & - emuseem}h,._._., ,
- ~=M',,,,. n i 3*
'"" n ees ase,=2,,y,pe---. . s .w m...el go,tica x g eu . - . n . . -, -, .qwwwp_ :
- - :- --a 5
. m . .m
, c;, ,,,,,,,,,,,,
. < sv as das a_3 seg most a ws l_a-a sea, immesas .se.
d8
. C.i -
3 '- F .I '- g ...
- ;P g;;;;2 r -
I :
- alb.kh, -o,o a g !g L m .. . . =r e->p3j -_
< ~ '=r . - ..t....
t p w a. r
..a... -==
-mim sII J " "" TEXAS UTILITIES ""E5 l-+ , 'saar ,umasas .
\* / \* GENERATING CO. ~5O atE
'. " " g"e' erf '- l" " CASLE 1 RAY HANGER ~~~t ;
CLASS 1 m.ar a e .** a tasa ELEWAy1088 ELEv4T108.s samste t ag E esuCLEAft sesser IV itELATE cases a5*FE,sesse e casse.Ds SPAN LENGTHS n a c. t s. t .ssotam 3 j sarass etess a ca.ss se see sees see. E% sera re cians n asemenesta - --
- samme Ciu-t-SL-t:8EIIS eaw, g3 3 A
+
e
TUCCO Engineering TE-FDI-CS-001. Rev. 6 DECEMBER 1 1986 Page 114 ATTACHCNT "G" I a s8 lgf -
. = 7
> I 58 Og hv itf I a E, =c mg g,u 4 g ij I h I "g I" lil E*W! !E il l: s . $y w=, -!
. g ---> . ..'.e. j
, ,, gg 3
*J _ (= n -
T i
'I I I)
SE 5
-Y 9 l Q m #M I ..!E!!-
t m , III. f!!! r -
-/
3 .
=n / N---
vssis O - s I/ I': 1:,i ,\__,g li: n n
-a=
NEEE
-333 l
-+ E E
. .& .i - : : -
-- j I l
8 . ! I ! [I'
. *+7 i .
7l l_ !
$N 31 '.'s , , ,! , t1 9 !! j i i
s E Q_.! s- -.ei a T ' 'T
- j!!
I
!ll i
./q *-- I -
_f . In i x --I
" -l -
.__t *% lg
.,* i I p!
i - s . e a I-I Mj~ J. i ( (V ,H t i 6
, s , c' o i l t
t - g
. r- -
\
s ~
. ~~s
, .*s.:{ )i 'TUCCO Engineering TE-FVM-CS-001, Rev. 6
' DECEMBER:1, 1986 Page 115 2
ATTACHMENT H 1 . ITEMS TO BE DELETED FROM THE CTH DRAWING ! i- The i fo11owing list of items are to be deleted from the "As-Designed' ' drawing prior to or during the "As-Built" Walkdown. +
- 1. Embedment'of expansion anchors.
.2. Overhang dimensions of channels (Dimension "D" Attachment F).
- 3. All elevations listed on the drawing other than the elevation added by the field engineers in red ink. .
i
- 4. Resultant dimensions (i.e. where the sum of a string of dimensions 4
would~not add up to the overall dimension due to allowable tolerances). - t
- 5. All tolerances listed on drawing.
- i
< 6. The unused item from design and/or construction notes where un uption ,. is available to the installer (e.g. 1/2" or 3/8" plate, L5"x 5 x 3/l or L6" x 6" x 3/4, etc.).
- 7. Specific installation and/or construction notes that serve no purpo==
1 after construction is completed. k 8. Notes referencing " Location Plan Dimensions" and "For Specifie
- Details" and any reference to the notes on the drawing.
i i
- 9. Scope for Dlagonal Brace Note calling for equal leg . lengths or one les not greater than 1.5 max of the other leg, i.e. 1:1 (1.5 max).
(- 10. i j I Delete word " type" when shown on the support to denote clamp type. ]
- 11. Note " Grout as Reg'd".
4 NOTE: Additional items may be required.to be deleted. Additional deletions will be done at the' direction of the ., Design Adequacy Supervisor by meno. 4 0 NOTE: Items 1, 5, 6, 7, & 9 are to be left on the drawing if the CTH in
+ IA. This information is required b) DVG.
s~- -- .
1 O TUGCO Engineering TE-FY31-CS-001, Rev. 6
- D EC E>lB ER 1,L1986 Page 116-TQ: - 1.'N I T 1 CTH ?!ANAGER DATE ATTACH > LENT I UNIT 1 CABLE TRAY HANGER-DESIGN CTH ATTACHED TO E>lBEDDED PLATE (RETERENCE PROCEDURE NO. TE-Ft'l-CS-001 REV.'6)
CTH NUMBER: AS-BUILT WALKDOWN ENGINEER: - LOCATION OF CTH: () 1. 2. BUILDING FLOOR ELEVATION
- 3. ROOM NO.
- 1. >IAP NO.
- 5. TYPE 1 MODIFICATION FORM NO. TLC ap'pticablel The above CTH has one or more members attached to an embedded plate.
This fact is brought to your attention and further disposition. t 0 9 i- -
r TUCCO Engineering l TE-FDI-CS-001, Res . 6 j DECEMBER 1, 1986 ' Page 117 O ATTACHMENT J ' Were M angles are used for frarr.ing 'eter tight door or ranwable block wall openings, the mininum clearance frcan center line of hilti anchor to the opening edge is 5" plus 5 tines the hilti anchor diamatar. Edge of - 5"+6d - r nt ,- Idne of q+nng ^
~
Hilti Anchor
.s da Diameter of Anchor Hilti
- c. .
e 3
.S ,( -
A_- /\ 4 e O
TUGC0 Engineering TE-FVM-CS-001, Rev. 6 l i DECEMBER 1, 1986 Page 118 ATTACHMENT "K" CONSTRUCTION OPERATION TRAVE!.ER 35-1195
.l gTRAVElFaNO. gEQUIPMENTNO. gNITNO.@ QUANTITY gagg_og] @ TIVITY DESCRIPTION @REFERENCEDRAWING3 QPEC/ PROC /DG. INSTR. @0 CATION Q 3YSTDt PREPAR G BY -
DATE ,OEPT. AEVIDE SY OATE ANI AEVIEW OATE OP.im DEPT. OPERATIOg gICNATURE DATE This traveler is to be used to identify and provide infor-action identified as insecessible on the pralisinary as- ) built drasias, which has been determined by Engineerias to j{ be required for desiga. review of thait 1 Cable Tray Emagers. '
- 1. Eng. Inaccessible Ites:
Q.C. QC Resolution: ' 1 l
- 2. Eng. Inac:assible Ice's:
Q.C. QC Resolution: 4
- 3. Eng. Inaccessible Ites:
Q.C. QC Resolution l 1 D ... .. ..,
l l TUCCO Engineering TE-FVM-CS-001, Rev. 6 DECEMBER 1, 1986 Page 119 [' ATTACHMENT "K" l (CONTINUED) CONSTRUCTION OPERATION TRAVELER CONTINUATION I TRAVELEA No. ACTIVITY DESCRIPTION ! pat:? or PREPARED BY OATE REVIEWED BY DATE ANT REVIEW CATE er.m scrf erenartW STCWATURE RATE _ Ing. Imaecessible Ites: J Q.C. QC Resclucion: Eng. Inaccessibla Ites: fi; , Q.C. QC Resointan: , t 4
+ \, :
Eng. Inac:assib.e Item: _ I l
, Q.C. QC Resolucion: / , .
_ Ear. Inaccessible Icas l Q.C. QC Rese1Iation: 1 esmov-h k _____.______ - - ______- t - _,__ - ~ - - + - - - - '*~~ *-
THE-FVM-CS-003-Rev. 2 (Replace Complete Document in Reference 6, 46 pages) \, l l l t O 1 l l l}}