ML20206T327

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Rev 4 to Procedure TNE-FVM-CS-001, Field Verification Method Unit 1 Cable Tray Hanger As-Built & Design Adequacy Verification Program
ML20206T327
Person / Time
Site: Comanche Peak 
Issue date: 03/20/1986
From: Hooten C
TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
Shared Package
ML20206T195 List:
References
TNE-FVM-CS-001, TNE-FVM-CS-1, NUDOCS 8610060204
Download: ML20206T327 (119)
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Text

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  • MAR $61986 b

COMANCHE PEAK STEAM ELECTRIC STATION UNIT 1 i N FIELD VERIFICATION METHOD UNIT 1 CABLE TRAY HANGER AS-BUILTING AND DESIGN ADEQUACY VERIFICATION PROGRAM a i THE-FVM-CS-001 ~ REVISION 4 MARCH 20, 1986 O FOR OFFICE AND ENGINEERING USE ONLY Responsible Engineer: 84%'D a t e 28/ \\ b Approved By: Date ( i h Approved By: Date Approved By* Date 1 lf M/ Date)".20*8, OA Concurrence By:, _1 O 8610060204 860'/17 ADOCKOD00g'5 PDR A

I i-TUGCC Civil Structural Engineering ~ TNE-FVM-CS-001, Rev. 4 - (x) MARCH 20, 1986 Page i I FIELD VERIFICATION METHOD AS-SUILT PROCEDURE CASLE TRAY HANGER DESIGN ADEQUACY VERIFICATION UNIT 1 l TABLE OF CONTENTS 1 j PAGE NO. SECTION

1.0 REFERENCES

1 SECTION 2.0 GENEPAL 2 SECTION 2.1 PURPOSE AND SCODE 2 SECTION 2.2 RESPONSIBILITIES 2 ( SECTION 2.3 ABBREVfATIONS AND ACAONYMS 3 SECTION 2.4 DEFINITIONS 3 SECTION 2.5 DOCUMENTS 7 SECTION 3.0 INSTDUCTIONS FOR DRAWING AND WALMDOWN 7 SECTION 3.1 DEVELODMENT OF "A?-DESIGNED" bOAWINGS 7 SECTION 3.2 CTH "AS-EUILT" WALMDOWN AND DQEpAmATION Or THE QED-LINED DQAWINC-8 "DQELIMINA3Y AS RUtl7" g SECTICN 3 3 "AS-SUfLT" CEstGN VE31 ICAT: O *! ANC CCECACA?'ON OF "AS-9UtlT" (FINAL) DCAWINGS 23 l SECTICN 3.4 MODIFICATIONE OF CTH 23 SECTION 3.5 "ADOCCVED FOA CONSTCUCTION" DCAWINGS 24 SECTION 3.6 OC " FINAL AS-8UILT" vEDIFICATION 25 SECTION 3.7 VEAIFICATION DOCUMENTA' TION 25 SECTION 3.8 FLOW OF DRAWINGS / PACKAGES 26 SECTION 3.9 CABLE TRAY SPAN WALMDOWN AND PAEDAAATION OF CABLE TQAY HANGED SMETCHES (CTH-1-SL-XXXX) 28

8 e TUGCO Civil Structural Engineering TNE-FVM-CS-001. Rev. 4 MARCH 2D, 1986 \\ P ag e il FIELD VERIFICATION METHOD AS-8UILT PROCEDURE CABLE TRAY HANGER DESIGN ADEQUACY VERIFICATION UNIT 1 TABLE OF CONTENTS (Continued) There are 21 pages of text to this Field Verification Method. PAGE NO. FIGURE 1 CTH-PRODUCTION /WALKDOWN AND DESIGN VERIFICATION FLOW CHART VIA A " RED-LINE" PROCESS 32 FIGURE 2 CABLE TRAY HANGER DRAWING 33 FIGURE 3 DRAWING SIGNATURE BLOCK 34 FIGURE 4 CABLE TRAY HANGER SPAN LENGTHS 35 TABLE 1 CABLE TRAY HANGER SAMPLE WALKDOWN 36 THRU 40 TABLE 2 MINIMUM CLEARANCES TO EMBEDDED PLATEE 41 TABLE 3 MINIMUM BOLT CLEARANCES 42 f TABLE 4 MINIMUM SPACING BETWEEN HILTI EXPANSION BOLTS 43 TAELE-5 MEASUREMENT AND INSDECTICN TOLERANCES 4A AND 45 I TABLE 6 TOLERANCES FOR LOCATION AND ELEVATION l OF CTH'S 46 TABLE 7 ASTM AND SAE GRADE MARKING FOR STEEL BCLTS AND SCREWS 47 l j TABLE 8 14UT IDENTIFICATION (DELETED) TABLE 9 LENGTH IDENTIFICATION SYSTEMS 48 TABLE 10 AISC MEMBER SHAPES 49 THRU 73 l TABLE 11 CONDUlT NOMINAL SIZES 74

U 8 10GCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 (' ~ MARCH 20, 1986 Page ili FIELD VERIFICATION METHOD AS-BUILT PROCEDURE CABLE TRAY HANGER DESIGN ADEQUACY VERIFICATION UNIT 1 TABLE OF CONTENTS (Continued) ATTACHMENT A TRAY CLAMP DETAILS 75 THRU 97 ATTACHMENT B TRAY CLAMP WASHERS 98 AND 99 ATTACHMENT C TYPE 1 MODIFICATION FORM 100 ATTACHMENT D BOLT HOLES IN STRUCTURAL STEEL 101 ATTACHMENT E UNIT 1 CABLE TRAY HANGER DESIGN ADEQUACY WALKDOWN CHECKLIST 102 THRU 106 ATTACHMENT F BASIC DIMENSIONING REQUIREMENTS 107 THAU 110 ATTACHMENT G C,ABLE TRAY HANGER SPAN LENGTH 111 AND 112 ATTACHMENT H ITEMS TO BE DELETED FROM THE CTH DRAWINGS 113 l ATTACHMENT I EMBED ATTACHMENT FORM 114 ATTACHMENT J HILTI SPACING FROM EMBEDDED ANGLES 115 l l

^ ' 0, TUGCO Civil Otructural Engineering O TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 Page 1 1.0 REFEPENCES 1-A 01-0P-11.10-9 CABLE TRAY HANGER AS-BUILT / INSPECTIONIVERIFICATION 1-B CEl-20 FIELD INSTALLATION OF HILTI BOLTS 1-C ECP-10 CABLE TRAY AND HANGER INSTALLATION 1-D CEl-25 EPOXY GROUTING OF BASE PLATES 1-E PJ-2-CP - EBASCO PROJECT COMMUNICATIONS, IMPELL INTERFACE INSTRUCTIONS FOR JOB NO. 0210-040 l-F CP-El-4.0-67 REV. 1 CABLE TRAY HANGER AS-DESIGN AND AS-BUILT DRAWING DEVELOPMENT (HISTORICAL) 1-G C9-El-4.5-21 REV. O CABLE TRAY HANGER ENGINEERING WALKDOWN UNIT 1 (HISTORICAL) O 1-H CP-El-4.0-69 REV. O CABLE TRAY HANGER AS-BUILT WELD MAPPING UNIT NO. 1 (HISTORICAL) 1-1 NCIG-01 R2 (VWAC) VISUAL WELD ACCEPTANCE CRITERIA 1 I l O

d TUGCO Civil Structural Engineering x TNE-FVN-CS-OO1, Rev. 4 ) MARCH 20, 1986 i Page 2 2.0 GENERAL 2.1 PURPOSE AND SCOPE 2.1.1 purnone The purpose of this procedure is to describe the responsibilities and tasks of the groups responsible for the performance of the design adequacy verification of all cable tray hangers (CTH's) which are installed in the Comanche peak Steam Electric Station Unit 1 and common areas with the following exceptions: A. Main structural framework in the cable spreading room. S. CTH's which are installed in common areas but which support only Unit 2 cable trays: i.e., Unit 2 CTH's. 2.1.2 Scone The scope of this procedure includes: A. Field engineering verification denoting the CTH elevation, O 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. C. Walkdown of CTH to create a " Preliminary As-Built" drawing via a red line process conducted by the "As-Built" walkdown team. D. Creation of the final "As-Built" drawing. E. Walkdown and creation of cable tray hanger scan sketches for i design verification purposes. F. Identification of particular attributes of individual CTH's that require rework. G. Interface requirements for design verification of the "As-Built" CTH. 2.2 RESPONSIBILITIES The project Discipline-Supervisor has overall responsibility for th implementation of the CTH Design Adequacy Program. t I es The CTH Design Adequacy program consists of four major functions: j drawing preparation, engineering walkdown to verify as-built conditions, inspection and design verification. l

U TUGCO Civil Structural Engineering N TNE-FVM-CS-001 Rev. 4 j g_j MARCH 20, 1986 j page 3 i Responsibilities for design verification or design modification, inspection and drawing preparation is delegated to the managers of Design Verification Group, QC inspection, walkdown Task Force and CAD respectively. 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 is delegated to the Unit 1 CTH program Manager, who shall also ensure that tracking mechanisms exist to assure proper interface and control of the necessary informat'lon between the various groups. 2.3 ABBREVIATIONS AND ACRONYMS AFC Approved for Construction 8 Bevel Washer CAD Computer Aided Drafting CMC Component Modification Card CASES Comanche peak Steam Electric Station CTH Cable Tray Hanger (including Cable Tray Clamps) DCA Design Change Authorization C<s 1 DCC Document Control Center / DVG Design Verification Group ENY EBASCO New York F Fiat Washer FSE Field Sketch Engineering FWA Field Work point G&H Gibbs and HIII HKB Hitti Kwik Bolt HEKB Hilti Super Kwik Bolt lA Inaccessible IA Inspection Report NA Not Applicable C&E "For Office And Engineering Use Only" k PAS Deeliminary As-Euilt PFG package Flow Grcup OC Quality Centrol ] Al Richmond insert TL Thermolag TB Thermoblanket TMF Type i Modification Form TNE TUGCO Nuclear Engineering US Unsatisfactory 2.4 DEFlNITIONS "As-Built" /~' - in the context of this procedure this is a desige verified drawing having certain specified attributes which reflect the actual installed condition, while the remainder of the attributes continue to reflect the "as-designed" condition.

I I TUCCO Civil Structural Engineering [) TNE-FVM-CS-001, Rev. 4 (,) MARCH 20, 1986 page 4 the process of acquiring information "As-Builting" of the actual Installed condition of certain specified attributes (type, dimension, etc.) of a CTH, and reflecting this information on an "as-built" drawing. refers to a configuration shown on a "As-Designed" specific drawing which reflects the intent of the engineer who designed the specific support. The "as-designed" configuration represents a baseline configuration from which the actual Installed configuration can deviate within prescribed, acceptable (by engineering) tolerances and/or component substitutions. the revised preliminary "as-built" " Approved For Construction" (AFC) drawing issued by Engineering denoting required modifications. Final "As-Built" - the " CAD" drawing issued by Engineering after design verification and completion of required modifications. i is the marked up "as-designed" " Red-Line" drawing which reflects "as-built" conditions in the field. " preliminary As-Built" Is the " Issued For inspection" CAD (pAB) drawing. (This is not a design I verified drawing.) Indicates the Drawing which is i " Traveler Stamped" ( stamped by DCC with "This drawing to i be used only in conjunction with Traveler Date The stamp does not signify a " Controlled" drawing, only an original issued by DCC. Indicates a document which is issued "O & E Stamped" for " Office and Engineering Use Only". Engineers - a) Field Engineer - Construction survey team. l i

TUGCO Civil Structural Engineering [, TNE-FVM-CS-001, Rev. 4 ( MARCH 20, 1986 Page 5 b) Walkdown Engineer Individuals approved to coordinate, check and document field verification and/or modification activities. s 1. "As-Bullt" walkdown engineers are responsible for the generation of information necessary for creation of a preliminary "As-Built" drawing via a red-line process for each individual CTH. They are also responsible for checking the accuracy of th the generated information. 2. Cable tray span walkdown engineers are responsible for the creation of cable tray hanger span sketches resulting from a walkdown effort. These sketches will be used for 4 design verification purposes. They also check the accuracy of the sketching effort. projection The maximum distance that the Hilti bolt protrudes from the concrete surface. Cable Tray Hanger Span - Sketches that show the location and Sketches orientation of the individual CTHs relative to each other and provide succort function information required for indivicaal CTH desig9 v e r i f i c a t i c.a. Support Functions - a) Longitudinal Support - A suppcrt is considered to be a longitudinal support when it acts in three directions, providing supcort in the vertical, lateral and the longitudinal directions to the tray span. These supports either have braces in the longitudinal direction or have vertical posts oriented such that Ow the strong axis resists the longitudinal forces, in the latter case, the posts must also have moment resisting bases with respect to longitudinal direction, by weldment or by use

U TUGC0 Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 [' MARCH 20, 1986 page 6 of a minimum of 2 bolt connections. All longitudinal support trays are connected with heavy duty clamps. b) Multidirectional (Riser) Supports This type of support is Installed for vertical riser applications, and is designed for the simultaneous application of three (3) directional load effects. Heavy duty clamps *are used for connection of all vertical trays to supports. c) Transverse Support A support is considered to be a transverse support when it provides support to the cable tray in the vertical and the lateral (perpendicular direction to the tray span) fr%) directions. These supports shall ( j have a transverse clamp but a heavy duty clamp may be used where a tray splice occurs or an engineered modification calls for such a clamp. Inaccessible 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. If at the time of walkcown any part c' a clamp with the excepticn of the be!t used to connect to the hanger member is inaccessible at the point of walkdown the entire item is to be identified on the drawing as inaccessible ("lA"), escept for visible attributes which could recuire a Type i Modification, if the bolt connecting the clamp to the hanger is the only inaccessible attribute, then only the bolt is classified as inaccessible. O

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 page 7 If at the time of walkdown portions of a clamp are inaccessible, but it is obvious from the accessible portion what the entire clamp is, then the clamp shall be listed in the appropriate table as "lA" and a note added that the visible portion makes it obvious that it is a type clamp. Conventional Means of 1. Tape Measure Measurements

  • 2.

Folding Rule 3. 6" Steel Scale 4. Feeler Gage 5. Fillet Wald Gage 6. Torpedo Level 7. Mirror 8. Skew-Tee Fillet Weld Gage i 2.5 DOCUMENTS Engineering documents consist of: A. Gibbs & Hill engineering drawings providing information on the original design conditions. B. Design change document - Design Change Authorization (DCA) and Component Modification Card (CMC) C. "As-Designed" drawings combine the information of A and B above. o D. "As-Built" drawings reflect changes in the fie!d. if any, from the "as-designed" crawings. E. Other documents defined herein. 3.0 INST:UCTIONS rom 00AWINGC aND WALWDOWN I 3.1 DEVELOPMENT OF "AE-DESIGNED" DAAWINGS A. All cable tray hangers in Unit 1 covered by this procedure shall have a CAD generated "as-designed" drawing produced.** O

  • This is not meant to be all inclusive.

s*The exception to this rule are those CTH's listed in Table 1, for which a final as-built had been created in accordance to References 1-F and 1-G.

TUGC0 Civil Structural Engineering ) TNE-FVM-CS-001 Rev. 4 g/ MARCH 20, 1986 page S The "as-designed" drawing shall be generated by CAD-ENY from the following information sent by DCC to the CAD-ENY manager: ) A 1 FSE 0159 Drawings to be compared with the Gibbs & Hill, ) Inc. engineering drawings and details for compilance. l 1 2. Brown & Root map drawings and Gibbs & Hill, Inc. drawings [, (2323-El-0500-S, 0600-5, 0700-S, 0800-8 and 1000 series drawings). 3. Cable tray layout drawings (same as above without S). 4. 2323-S-0900 series drawings. S. Cable tray clamp / clip detail drawings (TNE-St-0900 series l and 2323-S-0900 series). 6. DCA/ CMC's generated against Gibbs & Hill, Inc. drawings (2323-E1-0500-5, 0600-S, 0700-S, 0800-5 and 1000 series drawings). ) 7. DCA/ CMC's generated against 2323-S-0900 series drawings. 8. Architectural plant layout drawings for Unit 1. B. The "as-designed" drawings shall be on a "B" size drawing as shown in Figure 2 and will consist of: 1. Hanger identification Number. 2. Hanger general location, floor elevation and I 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 cf the icwest horizontal memmer.) 4. Wald details and joint numbers (welded joints will te 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 wald 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).

6 TUGCO Civil Structural Engineering k TNE-FVM-CS-001, Rev. 4 MARCH 20. 1986 page 9 7. 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 will locate Field Work points (FWp)'s for diagonal bracing (note: the FWp can be either the toe or heel for angle members). The as-built walkdown team will provide dimensions. 10. App Icable engineering 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. 13. Space in title block for signature of engineer A performing design verification. 14. Space in title block for signature of walkdown engineer and engineering checker for red-line process. 15. Space for referencing applicable cable tray hanger span sketch number. 3.2 CTH "AS-BUILT" WALKDOWN AND PREPARATION OF THE RED-LINED DRAWING AND " PRELIMINARY AS-BUILT" 3.2.1 presaration for waskdown l l The process of walkdown and preparat6on 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" l walkdown of the CTH by the "as-built" walkdown teams. B. The Walkdown Group Supervisor and Weld As-Built Group Supervisor shall maintain on file a list of individuals approved to coordinate and document "as-builting" activities in accordance with this procedure and/or modification activities. I C. The package Flow Group shall prepare a work package for each individual CTH to be walked down. The work package shall consist of:

U TUGCC Civil Structural Engineering r O TNE-FVM-CS-001, Rev. 4 l MApCH 20, 1986 page 10 1. " Traveler Stamped" "As-designed" drawing for individual CTH - two (2) copies. a) The first copy shall be conspicuously stamped: " Sheet 1 For Welding Information Refer to Sheet 2" b) The second copy shall be conspicuously stamped: " Sheet 2-For Welding information Only" D. The Walkdown Group Supervisor shall ensure that as the packages are being prepared by pFG, work permits (if required) are obtained for the walkdown, scaffolding is provided, and thermolag is removed whenever this is required by DVG. E. The Walkdown Grcup Supervisor or his designee will add a Unit 1 cable tray hanger design adequacy walkdown checklist (Attachment E) to the as-built package. This checklist is to be filled out in black ink by the "as-built" walkdown engineer. The Walkdown Group Supervisor may at his discretion add additional documents to facilitate as-builting, checking, or cadding of the C T H'. F. The Walkdown Group Supervisor or his designee will add a TMF (Attachment C) to the package for identification of Type I modifications / reworks. This form is to be filled out in black ink by engineering personnel only. G. The unique cable tray hanger span sketch number (s) will be referenced on applicable "as-built" CTHs. H. The individual CTH's are walked down and all field verified measurements and/or information shall be recorded on the " Traveler Stamped" "as-designed" drawing or attachments (drawings, sketches, etc.) to the drawing. Attachments (11" x 1T" format) may be added in order to add or clarify "as-built" attributes. All a t t a c hm e r. t s will be identified with the CTh number. The ,ttachments shall be numbered (i e., Sheet 1, a 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 n" 3.2.2 "As-Guilt" Ve*lfication Attributes A. The following attributes shall be verified by the Field Engineers:ss 1 Hanger plumb and Level sFor the 1846 supports and the Table 1 supports which had been walked down g and as-built prior to 11/26/85, the sheet 1 and 2 of the drawings utilized for walkdown shall contain as-built information rather than solely as-designed information. They shall be utilized, however, in all respect as "as-designed" drawings.

TUGCC Civil Structural Engineering <~ TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 page 11 a. A hanger shall be considered plumb If it does not deviate from a true plumb condition by more than A2 degrees. b. Levelness tolerance shall be based on member length as given below: Member Length Vertical Deviation (L) End to End L less than 16 in. 1/4 in. L is 16 in. or greater but less than 4'-0 3/8 In. L is 4*-0 or greater 1/2 in. c. If A and B above are in tolerance the field engineer 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.H) detailing the deviation. At the discretion of the field engineer, Sheet 1 may be red-lined to show the deviation in llau of a sketch. 2. Hanger Location (relative to column lines and/or other main plant reforence points). 3. Elevation: Top of steel elevation of the lowest horizontal member (excluding braces or mounting plates) will be recorded. Only when the member is thermelagged 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 as TTL. a. CTH Identification Number l 5 Architectural Room Number 6. Configuration of CTH attachment as shown in the location

plan, 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 i

previously provided. The verification of levelness and plumbness is a new requirement and may be documented in the vicinity of the key plan on Sheet I with "L&p" and the first initial and last name of the F.E. person j 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 i it must be reverified. An example is that the location of some Table 1 drawings is not provided and some elevations are not known. l I

U s TUGCO Civil Structural Engineering O-TNE-FVM-CS-OO1, Rev. 4 MARCH 20, 1986 page 12 If item 2 thru 6 above are shown correctly they shall have a red check mark entered adjacent to or above the verified attribute. If shown incorrectly, 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 information and the correct information recorded in red ink above or adjacent to the incorrect Information. Both the correct and incorrect Information shall be clouded together in red ink and initialed and dated in red ink by the field engineer. The field engineers will identify each CTH by tagging it with a stainless steel tag with the CTH number permanently stamped on it. The tags shall be affixed to the CTH with a plastic tie wrap (Note: 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 " 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, then the next lighter shape from Table 10 is to be assigned for conservatism rather than detailing the Tection.) l b. Dimeosion, including addition of requirec dimensions, 1 Measurement Units the smallest measurement unit the as-built walkdown engineer will use is 1/16" When measuring 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) Ga: is noted only if greater than 1/15", as defined in para. 3.2.2.B.S. c. Tube steel or any closed section memb'e r having cover plates used inside containment must have a vent j hole. Verify existence of vent hole. Record lack of l vent hole on the TMF. { d. Indicate the extent of TLITB per Attachment F. 2. Member Connection Details (Connection to support member) l l t

U TUG"O Civil Structural Engineering ('N TNE-FVM-CS-001, Rev. 4 -\\x MARCH 20, 1986 Page 13 a. Welds

  • 1.

Welding shall be verified for quantitative attributes as listed below without paint removed, a. Type of weld (fillet, flare bevel, groove, etc.) b. Configuration (two sides, all around, etc.) c. Weld length (to be measured) 1. All weld lengths other than full length shall have a weld length specified. d. Weld size (to be measured) e. Location 2. The following acceptance criteria will be used to verify welds: a. Measurement Units 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 l recording dimentions of the weld attributes listed in the table below, these dimensions shall be rounded off to the nearest significant ( unit. Smallest Weld Measurement Atte15ute Unit (Significant Unit Inches) Fillet Weld Size 1/16 Weld Length 1/3 Wald Location (for Stitch Weld) 1/8

  • Prior programs have indicated that the weld attributes of major importance l

to design adequacy are the quantitative ones; length, type, size, j orientation. Qualitative attributes have not been found to impact desigr. [ adequacy. Accordingly, the design adequacy program only addresses ouantitative attributes. However, qualitative attributes, such as lack of fusion, overlap, porosity, cracks, undercut, slag inclusion, etc., will be addressed by QC by visual inspection without removal of enint (in accordance with Reference 1-l) and will be verified to the extent that they are accessible and visible through the paint.

0 i TUGCO Civil Structural Engineering O THE-FVM-CS-001, Rev. 4 MARCH 20, 1986 page 14 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 k 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 siza of the weld as shown on the drawing is incorrect, l.a. 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 t,hrough 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 rests. leg 4 Each weld joint will be assigned its own unique weld number (numeric or numeric-alpha) to provide independent traceabil'ty. Wald segments which are inaccessible, of varing sizes, or which have multiple segments. do not require individusi j o i r. t n' umbers if the wele can be carote: by a weld symbol for arrow side and other side. lf a weld is not in the correct location or welds exist that are not shown on the "as-designed" drawing, the weld symbols shall be altered or drawn with red ink to depict where wefds actually emist. A wsId 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 weld will also be identified l as "lA" (inaccessible) if there is insufficient base member existing to rest the welding gage on j to assure an accurate measurement. l i l l _ _ _ _, ~ _ -, _ _,. _ _,

U TUGCO Civil Structural Engineering s TNE-FVM-CS-001, Rev. 4 ) MARCH 20, 1986 i Page 15 7. For welds on structural members, when the connecting member does not totally span the member it's welded to, or the members are not welded on 90 degree angles 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 apparent seat welds of two structural members which exhibit no bevel or end pr.eparation 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 7) 4 Spacing 5. Looseness (by hand without wrench). f c. Bolt Holes The existence of unused bolt holes in structural steel (Attachment D) shall be recor,ded on the Type 1 Modification Form. TMF, (Attachment C) for every instance in which the following is cbserved-f r 1 Unused holes greater than 3/4 inch diameter. O. Used or Unused holes spaced : inches or less frem a bolt or an unused hole measured center to center. 3. Two holes (used or unused) located in the same cross-sectional plane (Attachment D). A cross-section is a section normal to the longitudinal axis of the member. O V

C i i t TUGCO Civil Structural Engineering TNE-FVM-C5-001, Rev. 4 MARCH 20, 1986 page 16 3. Support Anchorage a. Surface mounted plate or angle (size and thickness) 1. ' pre-engineered embed plates which have a CTH attachment shall have the embed attachment form (Attachment 1) completed and given to *he Unit 1 CTH program Manager. The cover sheet of the checklist (Attachment E) shall be signed by the Unit 1 CTH program Manager or his designee to indicate receipt 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 o f 't he 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) 4. Quantity 5. Location of member with respect to bokts 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 during design verification to arrive at the true projection. The bolt projection should be flush with top of nut as a minimum. If not, measure and record the distance from top of nut to the bolt. 1 S. Expansion anchor bolt length identification marking (Table 9)

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 [~' MARCH 20, 1986 page 17 4. Anchor Bolt Spacing a. Spacing between expansion anchor bolts and/or Richmond Inserts on the same fixture. b. Spacing between expansion anchor bolts on separate adjacent fixtures if shown on the drawing or if in violation of Table 4 requirements. c. Spacing between expansion anchor bolts and embedded plates if shown on the drawing or in violation of Table 2 requirements. d. Spacing between expansion anchor bolts and the edge of 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. 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. x 5. Tray Clamps 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" walkdown engineer). 1. plate or angle size as applicable and as indicated on the clamp detall of the CTH drawing. 2. Clamps type A and C need no dimensioning. b. Bolting (clamp to structural member) 1 Bolt material (A307, A3:5, etc.) 2. Flat washer and/or bevel washer at mating surfacs to channel / angle 3. Diameter 4. Looseness (by hand without wrench) 5. Dimensions as shown by the letters on the clamp details on the CTH drawing.

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 /'N MApCH 20, 1986 ( ) page 18 6. If gaps shown on Attachment A are exceeded, record the existing conditions on the TMF form (Attachment C). c. Walded 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 clamp detail of the CTH drawing. 3. Lettered dimension Y as indicated on the clamp detail of the CTH drawing. 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 excaeded, and/or if washer plate called for in Attachment A is not present, record the existing condition on the TMF form. 6. Cable Trays a. Width (W' and de;th (0) (pecord on drawing as W x C: b. Location on support c. Extent of TLIT3 around the tray (see A t t a c h m e.i t F) d. If gaps between the cable tray and the supporting member and/or top of the clamp ereaed those shcwn on Attachment A, then record the existing condition on the TMF Form. 7. Additional attachments to CTH (1/2" dia. grounding cable { and fire sensor wires, shall not be verified) I a. Type (e.g., conduit, pipe, etc.) 1. Size l

t TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 ("'/ g MARCH 20, 1986 \\ page 19 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 a. If no shim is present and a gap greater than 1/16" (within the envelope of 5" X 5" with expansion anchor 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

  1. ~h shown on the drawing.

9. Information listed in para. 3.1.8 Items 1 thru 15 are shown on the drawing (excluding items 10,11, 12*& 13). ) 10. Orientation of beveled washers shall be indicated on the TMF If it is other than the beveled surfaces being in contact (i.e. the channel bevel surface mates to the l washers beveled surface). 3.2.3 ped-line Process, CAD and insonetion Interface A. When marking up the "as-designed" drawinga 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-built walkdown engineer will record on the drawing only the actual dimensions measured. Tolerances listed on Table 5 will not be implemented during the red-line process. On sheet 1 of the "as-designed" drawing all dimensions shall be checked. All attributes other than welding will be recorded and verified on sheet 1. O

  • Throughout this section, for the 1346 and Table I walked down supports walked down prior to 11/26/S5, it is understood that "as designed" refars to a clean CAD preliminary as-built to be updated via the red-line process.

( TUGCO Civil Structural Engineering [ TNE-FVM-CS-001, Rev. 4 \\ MARCH 20, Ig86 page 20 a. Correct dimensions and correct 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 or any dimensions required are to have the actual dimension recorded by the "as-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 the "as-designed" dimension. The "as-designed" and actual dimensions shall be clouded together in red ink. 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 "lA" entered adjacent to the "as-designed" dimension and/or attribute and both sPall be cicudec together These entries shall be in red ink, g. Alt embedments shown on the "as-designed" drawang shall have a single line drawn through the embedment call out. Information as shown in the " Concrete Soit 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 ink. The location of the cable tray on the support. the overall width of the "TL" or "TB" covering the cable tray, the height of the tray and the extent of thermolag covering the support members are the only dimensions required to be obtained and recorded (Attachment F).

-= TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 g page 21 I 1. 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 ltems 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. All accessible dimensions with tolerances listed shall have a single line drawn through the dimension and tolerances and the actual dimension entered adjacent to the lined out dimension and both shall be 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 2of the "as-designed" drawing all weld attributes, (l.a. type, dimensions, locations), shall be i 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 Wald As-Built Group Supervisor or their respective designee depinding 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 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 team and by an overall surveillance group. 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.

k TUGCO Civil Structural Engineering <~s THE-FVM-CS-001, Rev. 4 MARCH 20, 1986 page 22 1. CAD-ENY shall transfer all red-line data to a " preliminary as-built" drawing.a The rev. description block shall be designated " Issued For Inspection" and the revision changed to the next higher revision number. This revisten is not design verified. 2. The drawing shall be checked for completeness and accuracy and signed in the " Checked" box by the checker. The j drawing shall be approved by the CAD supervising engineer.i (Note: The " preliminary as-built" is not a design verified drawing.) i 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 prepara a work package for each individual CTH to be verified by QC. The work package shall consist of: i 1. Drawing designated " Issued For inspection" - Two (2) copies stamped: a. "This Document To Be Used Only in Conjunction With Operation Traveler # Date NOTE: IA number entered in lieu of Operation Traveler 2. Inspection report individually numbered. C. The QC inspector will verify the measurements.nd attributes as shown on the " Issued For inspection" d.aveng in accordance with the tolerances listed in 'able 5 and Reference 1-A I Cimensions and/or attributes d a n c t e r. g thermelaggee a n c.' e r } thermoblanketec components will not be verified, 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 i to DVG. b. Discrepancies between QC measurements and the " preliminary as-built" drawing shall be identified on t'h e inspection report. nFor 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. drawing which already represents either " preliminary as-built" or a " Final As-Built" Thus for these supports the preliminary as-built will be an updated as-built drawing. ,-~ ~ -, - -.. - - -,. .-.n..

e TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 _(s) MARCH 20, 1986 page 23 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 engineering and QC. c. If resolution of the discrepancias require revision of the preliminary as-built drawing, the revision shall be performed by 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. 3.3 "AS-BUILT" DESIGN VERIFICATION AND PREPARATION OF "AS-BUILT" (FINAL) SRAWINGS A. The red-line drawings and the cable tray hanger span sketches along with the appropriate filled data sheet are reviewed in 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. If design modifications are Indicated the process of creating the " Approved for Construction" drawings shall be followed. (Reference paragragh 3.5) DVG shall forward the originals with one (1) set of copies of the final "as-built" drawings to the Unit 1 CTH program Manager. 3.4 MODIFICATIONS OF CTH 3.4.1 Tvoen of Modifloations Modifications that do not easily lend themselves to resolution by engineering analysis (Type 1) shall be recorded on the Type 1 Modification Form (Attachment C) by the walkdown engineer in black ink. There is no need to ancord the condition on the marked up "as-designed" drawing sines ...at drawing already reflects the configuration as if these modifications have been performed. (Note: These discrepancies shall be documented by the QC inspector during the verification process in accordance with Reference 1-A.) Any discrepancies identified by the walkdown engineer on Attachment C but not identified by QC will be resolved jointly between QC and the As-Built Group. The same applies for type 1 modification identified on the IR but not listed on the TMF by the walkdown engineer.) i

g TUGCC Civil Structural Engineerin' [\\ TNE-FVM-CS-001, Rev. 4 \\- MARCH 20, 1986 page 24 i Type 1 Modifications of CTH"S are required when any of the following conditions exist. The modifications will be performed an documented. (Reference 1-C) Type 1 Modifications are as follows: A. Bearing Behind the Base plate or Angle gaps greater than 1/16" as described in article 3.2.2.3.8 shall be corrected by grouting. (Reference 1-D) B. Washer Orientation if beveled washers are found Incorrectly installed, their orientation shall be corrected. (Reference 1-C). C. Unused Concrete Bolt / Anchors and Holes Violating Spacing Criteria any and all deficiencies will be repaired (Reference 1-B). D. Incorrect installation of structural bolt types and bolts for Richmond inserts shall be corrected (Reference 1-C). E. Bolt Holes in Structural Steel One of any two (2) holes in structural steel which are located less than 2" on center shall be filled with weld metal. Unused holes in the same cross-sectional plane as used holes shall be filled with weld metal No more than one unused hole may remain unplugged in any cross-section having unused holes only. Any unused hole larger than 3/4" diameter shall be filled with weld metal All other unused holes may remain unplugged. A cross-section is a section normal to the longitudinal axis of the member. Bolt-hole plugging shall be performed in accordance with a approved work package (Reference 1-C). F. Loose Bolts any bolts found loose shall be tightened and, if recuired, torqued (Ae'erence 1-C) G. Vent Holes -. provide vent hole in any closed sections in the containment building. (peference 1-C) H. Cable Tray Clamp Gaps any gap in excess of the maximum allowable gap as shown on Attachment A shall be corrected (Reforence 1-C) I Cable Tray Gaps - any gap in excess of the maximum allowable gap as shown on Attachment A shall be corregted (Reference 1-C). J Missing Washers on Hilti Bolts 3.5 " APPROVED FOR CONSTRUCTION" DRAWINGS 'A. " Approved for Construction" (AFC) drawings shall be generated and processed as follows:

TUGCO Civil Structural Engineering '3 %/ THE-FVM-CS-001, Rev. 4 MARCH 20, 1986 page 25 1. DVG shall design required modifications other than Type 1 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 and/or incorporation. 2. AFC drawings will be developed by CAD-ENY for required modifications based on information provided by DVG. CAD-ENY shall initial the drawn and checked columns of the title block as shown In Figure 3. 3. AFC drawings shall be forwarded by CAD to the appropriate design verification group (original plus one (1) copy). DVG shall approve the drawings by initiating the column marked " Approved" and forward the original with a copy to Unit 1 CTH program Manager. 4. The Unit 1 CTH program Manager shall forward the AFC drawings to DCC. 5. Modifications will be performed and documented by construction personnel in accordance with Reference 1-C. 6. Following implementation of the modification. QC shall inspect the CTH for compliance with the AFC drawing. Any deficiencies shall be reported by QC using existing approved site procedures. For deficiencies requiring a drawing change the AFC shall be revised by CAD. Incorporating the resolution to the QC deficiencies.the Unit I CTH Manager shall transmit the revised final "as-built" to DCC. 3.6 CC " FINAL AS-BUILT" VERIFICATION " Final As-Built" verification will be performed in accordance w i t.9 Reforence 1-A. The " Final As-Built" verification by CC can be either a documentation review, if no physical modifications are recuired, or a final inspection of the modified supcort. Discrepancies requiring drawing revision for resolution will be processed via site CAD and DVG and OC for final approvat NOTE-This cycle is repeated until the support is accepted by CC, 3.7 VERIFICATION DOCUMENTATION The Design Verification Group shall send all calculations performed as part of the design verification process, or the design modification process to TNE in accordance with Reference 1-E j 1

TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 Page 26 3.8 FLOW OF DRAWINGS / PACKAGES The flow of packages shall fellow the' activities described in Figure 1. Drawings and other documents shall be transmitted as follows: 1. As-Designed Drawings The as-designed drawings shall be transmitted from CAD-ENY to the Unit I CTH program Manager / Records Control. For the CTH's listed in Table 1 the Unit 1 CTH Program Manager shall send to CAD-ENY the existing final as-built drawings with instruction to prepara drawings to be " Issued for walkdown". CAD-ENY shall transmit the latter back to the Unit 1 CTH Program Manager / Records Control in a manner identical to the transmittal of as-designed drawings. The Unit ,1 CTH Program Manager / Records Control shall transmit the as-designed drawings to DCC via a cover memo which provides detailed instructions regarding the number of " Traveler Stamped" and "OSE" copies to be made and for whom DCC shall forward the drawings to PFG for packaging and distribution to Field Engineering. Field Engineering shall return the package to PFG. PFG shall transmit packages completed by F.E. to the Unit 1 CTH Program Manager / Records , Control. Unit 1 CTH Program Manager / Records Control issues 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 wal%down the individual CTH packages are returned to CTH Records Control The Unit 1 CTH program Manager /Qecords Control assures that copies, as required are mace of the red-line drawings. The original red-line drawings are returned to pFG, and the required number of copies of the package shall be transmitted to CAD-ENY for preparation of the " issued for inspection" drawings. Copies as required may be sent to various groups for information purposes. During the time between when the package containing the " Traveler Stamped" drawing is received (Sheet 1 a r. d Sheet 2 and the checklist) by As-Built Records and when the original red-line is transmitted back to Paper Flow, the Unit 1 program Manager shall see that the drawings and packages are processed in a manner consistent with good engineering practice. CAD-ENY shall return the " Issue for inspection" drawings to Unit 1 CTH Program Manager / Records Control who shall then transmit them to DCC via cover memo. The memo shall specify the number and type of copies to be made and for whom.

b TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 page 27 DCC sh'all issue the drawings to pFO for packaging and transmittal to QC. At inspection completion, QC shall return the package, containing all drawings and completed Inspectlen reports to pFG. pFG shall transmit completed packages to Unit 1 CTH program Manager / Records Control. packages are then given to walkdown group to ascertain satisfactory status. Required number of copies of satisfactory packages will be sent to ENY and originals will be returned to pFG. Unsatisfactory items will be resolved with QC, then packages will be handled in an identical manner as satisfactory packages. Any package containing unsatisfactory 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 be transmitted to ENY for preparation of the "as-built" drawing and subsequently to DVG for design verification. 3. As-Built Drawings Design Verification (DVG) shall either approve the as-built drawing or recommand modifications. If the as-built drawing is approved, it shall be transmitted to the Unit 1 CTH program Manager / Records Control, for transmittal to DCC via cover memo DCC will transmit one controlled copy of the drawing to pFG which in turn shall prepare the package for final QC check. Following final GC check, the package shall be returned to pFC for vaulting. 4 Approved for Construction Drawings. If modifications are necessary, the recommended modification-following constructability review, shall be incorporated int an ACC drawing which shall De transmittec frcm C V O-to the U-1 CTH program Manager /pecords Control The latter forwarda the drawings to DCC via cover memo detailing number and type o* copies and distribution requirements. pFG.upon receiving j the AFC drawing from DCC shall prepare a package for Craft Completion of craft work shall be followed at the proper stages by QC inspection. The inspected, completed package shall be returned to the pFG. packages with discrepancies between as-built conditions and the " Approved for Construction" drawing as documented on the IR's, shall be sent to the Unit 1 CTH program Manager for reconciliation. Non-discrepant packages shall be vaulted. The package flow described herein is the normal manner in whict packages will be handled. i 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

G TUGC0 Civil Structural Engineering f~ TNE-FVM-CS-001 Rev. 4 ( MARCH 20, 1986 Page 28 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 lilustrated by the following: it shall be permissible for DCC/pFG to issue as-designed drawings to the Walkdown Group instead of to Field Engineering, provided that the cover memo transmitting those drawing 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 PREPARATION OF CABLE TRAY HANGER SPAN SKETCHES (CTH-t-SL-XXXX) 3.9.1 preoaration for Walkdown The process of walkdown and preparation of cable tray hanger span sketches is described as follows: /~N A. The Walkdown Manager shall initiate and coordinate the (._s walkdown of the cable trays by the cable tray span walkdown teams. B. The Walkdown Manager shall maintain on file 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 & H611 Electr6 cal Tray Laycut Crawinct f 303-E'- C*CO, 0000, 0700, and 090C Series Crawings) 2 9.2 Cat'e Trew wineer Sese sketches a nd wa l tegn A. Cable tray hanger span walkdown t e arns, consisting of two or more catie tray span walkdcwn engineers, will perform a walkdcwn and either red-line a print of the applicable GSH electr* cal trav layout drawing and/or prepare a field sketch with the following information as listed below, in accordance 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

~ U TUGCO Civil Structural Engineering s,) THE-FVM-CS-001, Rev. 4 MARCH 20, 1986 4 page 29 lt 4 Identify support function (longitudinal, transverse, multidirectional or structural framework and note on the sketch with an L, T, M or F respectively). 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 trayston the sketch when applicable. 7. And all other pertinent information as indicated on Attachment G. B. The information obtained during the walkdown will be transferred to a "B" Lize sketch (11" X 17" format). In addition the sketch shall also show the following: 1. Blank dimension l'i n e s 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 tray, b. Horizontal and/or vertical changes in the direction of the cable tray. 3. Designated work points (W.P.) (Aeference Attachment G) 4. A match line with the continuation sketch number when applicable. 5 Reference drawin2 numbers of the G&H drawings and ma: drawings used to develop the sketch. 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 drawn or CAD generated) the following required information (as denoted or as shown on Figuee 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.)

C TUGCD Civil Structural Engineering f-(g) TNE-FV 4-CS-0 01, Rev. 4 MARCH 20, 1986 page 30 3. Tray Designation Numbers 4. Check mark at standard cable tray 45 degree and 90 degree fittings (and) record deviations in excess of 5 degrees (1 5 degrees). For cable tray offsets other than standard fittings the actual angle shall be recorded. S. Limits of thermolagged and/or thermoblanketed cable tray shall be recorded as follows (See Attachment F): a. Nominal (23/4") width and depth measurements of thermolag and/or thermoblanket over cable trays. b. Termination of thermolag and/or thermoblanket located from an identified flued point (i.e., CTH). c. Location and change in nominal dimension of thermofag 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 argn the CTH span sketch ~ and forward it to "as-built" records control group (Figure 1). G. Each cable tray hanger span sketch shall be assigned a sketch number and shall be numbered consecutively. The snatch I numbers shall be as follows: 1 CTH-1-SL-1CCO (series) - Reactor Eullding 2. CTH-1-EL-2000 (series) Fuel Handling Building i 3. CTH-1 3L-3000 (series) Control Building 4 CTH-1-SL-4000 (series) - Safeguards Building 5. CTH-t-SL-5000 (series) - Diesel Generator Building 6. CTH-t-SL-6000 (series) Auxiliary Building l 7. CTH-t-SL-7000 (series) Duct Banks (Manholes) Each cable tray hanger span sketch which has a match line will show the sketch number of the continuation sketch.

0 TUGCC Civil Structural Engineering TNE FVM-CS-001, Rev. 4 MARCH 20, 1986 page 31 H. Distribution of cable trsy hanger span sketches will be as fofIows: 3. Prints, as needed, will be sent to design verification groups. 2. The original sketch will be retained by the Unit 1 CTH Program Manager. 1 l l l l i l 1 l i i l l f 'l

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as v I I ~$ C Y* ;"; '- SE j = G w,,, e w = alI

  • J 4 ?. t -
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- m -. 5 3 o g m %q :: i i,i e -. -. :t I w

  • * '>=

1 eme e' iW UkIII 21 t ' t.' "d l.---- I "3CC 5 ~ I l-a -eet'c .E. t a t

v

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0. G 3 [' C E

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  • i.E-

! :I i >. 6. i l a, j g = i -:= i i ~' _h CI 'I t4 -8 4dlg O = v c

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REFEREiJCE CDAWINGS: REFERENCE DRAWIllCS: 2323-EI-0B01-00-S RL _______________________ 2323-EI-On0L-00-S R1 __- _ ___.== _ _. 2323-S-Ol11 R2 LDEloIL_UL____________._____ 2323-S-0111 R2 LDEIoIL_ti___________. _ N "s% '4 OC DESIGN VERTFICATTON BY DESIGN VERIFICATION DY or EUASCO Cl.ltvirrS litC. or sHPELL CORPORATION. ya c ISSUED FOli lilSI'ECTION. on ISSUED FOR INSPECTION. G & 11 Al'I'HOVLD I Olt G & H APPit0VED F0H u^1 Kl1DWil. WALKDOWN. lillS DRAWTNG RfVISED TD filIS DRAWING REVISED TO INCL UDE file COllll llTS OF: INCLUDE THE CONTENTS OF: F SE-OH159-GD?fu 111. V. d. FSE-00159-G926. REV.d_. 11E-00235 likW1 FSE-00235 iMAPI. no DC A-093D_ ltE V. O_. CMC-93230 REV.I... I CitC-9325tl Itt V. I _. l co . DCA-6930 IlEV. 0_. l 7Jyy y flEllARKS om cuo MTj care om ao RENARKS $"78 care e IMo TEXAS UTILITIES TEXAS UTILITIES i w% .a-GENERATING CO. E GENERATING CO. = r: s a AS-DESIGilED( REY. 0) DY: CIDDS & llILL INC. AS-DESIGNED ( REY. 0) BY: G EdS & ilILL INC. AS-DUILT DY: EDASCO SE11 VICES IllC. AS-DUILT BY ItFELL INC. =5 1

  • 2 CABLE TRAY HANGER CABLE TRAY HANGER

,i UNIT 1 g UNIT 1 g a vs 3 w, C C.P.S.E.S. DWG.NO. RE V. C.P.S.E.S. DWG.NO. RE V. s cLEN ROSE CTil-1 -G926 02 GLEN ROSE CTH-1-6926_ 02 TEXAS TEMAS .I I l 1 l

b L TUGCO Civil structural Engineering THE-FVM-CS-001, Rev. 4 I FIGURE 4 MARCH 20, 1986 Page 35 $8 c M:.-. ?? m..E ~i a !!'I i l $ gg-d 5 [ n.Iuegirai1 i s e-U 3 ag]I=grpI_.s(I e I ss s 3: g ida gl g -o

  • oi 7

g e y ![! d3 g6is Y -Tt j! ! A [ ; :: I Ejil!I!,! 2 N $e_II Bad:id, ~$ diille sp? 'i x= n se ,3-1.. lo I . d_ ;v._._._. k_ _ g; w si . i2 n i t ili 1 1 tep@. ! a!!!il!='.- wo a y 8 r saa u a e1 s. a-y 7-j 25- / y :s e $g, a 3. N 3

  • N' u g.

-Y -3 din

l u

h 1 pues . l.. _ g d... e A dtili t .t- !ce: = -a g g u s g 1 J'! ~ '7 _g i. a '2 2 s 9 l id il ._/ ai r ? +g _4 - _l e_ 5, s- -is N i gs n 5 .g s 3 = ) E h,,1 M i..

j..y f

g i 11 J 1tl\\1' I k '/v ii i i _i te - (,7 g / N s' / s Cm-- A. / ut

/rfr: '.\\

u.* l a) Q l s 5 P l_ E = 5 5 5 s I $ u-u -@ N h h hQ . 1 ~- = 19 i 5 \\ ' =fi a ..c*d 4 .*J 2 1 y ,.--,y_-e.- q--. ,---y.-..,,---yog .m.., ,,.----,.,,,,7-p ,,,,mr -_py,-,,,-.,y+ er

  • -re-tew er-if

h TUGCQ Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 l Page 36 TABLE I UNIT 01

  • CABLE TRAY HANGER BAMDtE WALKDOWN (451)

REACTOR BUILDING CTH-1-47 CTH-1-5914 52 5919 55 5981 57 5993 232 5994 233 5995 237 6054 1184 6056 1185 6057 1333 6058 O 1814 6059 2359 6521 2360 6522 4746 6523 4747 6524 5453 6580 5471 6584 5475 6618 5486 6627 5495 6638 5753 6644 5754 6836 5773

  • 776 5913
  • 342
  • 87*
  • 876 5S86 5911
  • 912 "917 5978 5985 5986 O

a This List contains CTH's within t t* e Unit 41 Scope of work. (395)

e TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 Page 37 TABLE I (Continued) DIESEL GENERATOR BUILDING CTH-t-2025 CTH-1-2123 2026 2124 2027 2125 2028 2144 2029 2145 2030 2226 2031 2236 2032 2244 2033 2501 2074 2502 2075 2503 2076 FUEL HANDLING BUILDING CTH-1-1718 CTH-1-6937 1719 6940 1720 6941 1721 6942 1722 6943 1842 6944 1849 6946 1862 6947 1864 6952 1944 6953 1947 6954 1957 6955 1978 6956 6935 6961 6936 6964 l CONTDOL BUtL0tNG CTH-t-7194 CTH-1-7200 7195 7201 o 1 _. - - _ - _ - _ _ - -. - _ _ -. - - - ~.,. _ -. _ _. _.

y TUGCO Clwil Structural Engineerin9 TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 Page 38 TABLE I (Continued) SAFEGUARDS BulLDING CTH-1-203 CTH-1-2509 204 2515 205 2526 206 2546 e 216 2551 220 2552 221 2586 244 2587 245 2600 247 2662 252. 2726 256 2731 259 2738 261 2792 262 2830 263 3149 \\-{ 264 3155 265 3608 269 3609 283 3612 254 3613 638 3618 647 3619 717 3630 718 3631 777 3632 882 4719 886 4720 897 4844 f 888 4987 889 5257 890 5258 802 5291 1374 5432 1432 5433 1449 5404 1516 543 1534 5436 1633 5437 1987 5438 1988 5439 2152 5584 O 2162 12491 2163 12575 2277 12581 2278 13200

TUSCO Civil Structural Engineering g TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 Page 39 TA8tE I (Continued) AUXILIARY 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 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 i l 1015 3013 6134 1122 3019 6149 1123 3023 6152 1130 3114 6t"4 1I32 3115 6170 1136 3116 6t71 1242 3118 6172 1244 3119 6275 1245 3355 6302 1253 3945 621" 1254 3948 6316 1:55 3950 6321 1256 4728 6322 j 1259 4729 6323 l 1260 4730 6324 lO 1261 4894 6344 1396 4917 6345 1399 4919 6346 1608 4988 6368 l i

o TUGCQ Civil Structural Engineering TNE-FVM-CS-001 Rev. 4 MARCH 20, 1986 ( j Rage 40 TABLE I (Continued) l AUXILIARY RUILDING CTH-1-6371 CTM-1-6802 6372 6803 6382 6804 6410 6854 6411 6855 6412 6861 6413 6863 6432 6864 6448 4465 4449 4466 6450 6899 6451 7106 6452 7184 6453 7185 6456 7186 6457 7205 O 6458 7206 6465 7207 6477 12600 6478 12608 6482 12632 6483 13008 6669 13014 6774 13056 6775 13034 6776 13085 6779 6780 O

TUGCO Civil Structural Engineering THE-FVM-CS-ool, Rev. 4 v' MARCH 20. 1986 page 41 T:E2 2_. MINDiN CLEARANGS 1D EMBEDDED PLATES 1. Where embedded steel plates are unoccupied by attachments for a minimum distance of 12 inches on both sides of a proposed Hilti Bolt location, the center of the bolt may be as close as practical to edge of the plate without damage to plate. 2. Where the embedded steel plates are occuoied by attachments within minimum distances shown above, the mininzn clearance to Hilti Anchors shall be as follows: Hilti Anchor Nelson Stud Edge of Plate Si:e to Hilti Anchor to Hilti Anchor 1/4 5 1/4 3 3/4 3/8 5 7/8 4 3/8 C 1/2 6 1/2 5 5/8 7 1/8 5 5/S 3/4 7 3/4 6 1/4 1 9 7 1/2 1 1/4 10 1/4 8 3/4 Dimensions are in inches. Distance measure with reference to center of bolts and studs. hhere location of the nearest Nelson Stud can be detemined from the "S" stamps on the embedded steel plate, the minimr. centar to-center clearance to the Hilti k::hcr as she.c. ab:ve shall govern. hhere locaticn of the nearest Nelsen Stud car..ct be so detemined, the minirrx. clearance to " Edge of Plate as shown above shall govern. 17M14. 8 ef M6d_! M T gn agppgi,o pg., e i 7 E Z \\_ pU trawn,q m nwr l ^ " ' l - - - - - ~ ~ - -~~ ~~ '~

TUGCO Civil Structural Engineering [3 TNE-FVM-CS-001 Rev. 4 U MAllCH 20. 1986 Pace 42 'IABI2 3 MINIMUM B0ff CLEARANCES * (INCHES) MINIMUM DISTANCE TO Abandoned Hilti Bolts Hilti Richmond or Holes and Bolt Size Screw Anchors

  • Concrete Edge
  • 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 3/4 10 1/8 14 3/4 3 3/4 1 1/2 1 11 3/8 16 5 2 0 1 1/4 12 5/8 17 1/4 6 1/4 2 1/2 Measured center-to-center of bolts and belt 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 hele being drilled (e.g., pilot hole spacing is based on pilot bit size). Locations closer than the above distances are apprepriate only with approval of the engineer. Hilti bolts may be installed as close as practical to unused Rich =end Screw Anchors which have been plugged (i.e., greuted, Richcond screw-in plug or snap-in plug, etc.). O

TUGCQ Civil Structural Engineering fT TNE-FVM-CS-001, Rev. 4 \\ ) MARCH 2G, 1986 Pace 43 'MBLE 4 MINIMLW SPACING BETWEEN HILTI EIPANSION BOLTS Bilti Bolt CENTER-TO-CENTER SPACING T0: Size 1/4" 3/8" 1/2" 5/8" 3/4" 1" 1 1/4" 1/4 2 1/2 3 1/8 3 3/4 4 3/8 5 6 1/4 7 1/2 5/16 2 13/16 3 7/16 4 1/16 4 11/16 5 5/16 6 9/16 7 13/16 3/8 3 1/8 3 3/4 4 3/8 5 5 5/8 6 7/8 8 1/8 1/2 3 3/4 4 3/8 5 5 5/8 6 1/4 7 1/2 8 3/4' 5/8 4 3/8 5 5 5/8 6 1/4 6 7/8 8 1/8 9 3/8 3/4 5 5 5/8 6'1/4 6 7/8 7 1/2 8 3/4 10 (} 7/8 5 5/8 6 1/4 6 7/8 7 1/2 8 1/8 9 3/8 10 5/8 1 6 1/4 6 7/8 7 1/2 8 1/8 8 3/4 10 11 1/4 1 1/4 7 1/2 8 1/8 8 3/4 9 3/8 10 11 1/4 12 1/2 Dimensict in inches The minimu: spacing outlined in the abeve chart applies to Eilti bolts detailed on separata adjacent fixtures. Hilti bolts detailed on an individual fixture drawing may have less than the minimum spacing tabulated above. Such fixtures have been derated by engineering Justification and are the responsibility of 1 the organization issuing the respective fixture drawing. ilO l t

U TUGCO Civil Structural Engineering g-~)g TNE-FVM-CS-001 Rev. 4 (i MARCH 20, 1986 l page 4a TABLE S MEABUREMENT AND INSDECTION TOLEAANCES s A. All dimensions associated with total member lengths, or member sectional lengths to intersection with other members unless otherwise specifically noted in this table. 1. 13/4" For Dimension up to anc including 5"-0" 2. i" For Dimension Greater than S'-0" and,less than or t equal to 10'-0 3. A l-1/2" For Dimension Greater than 10'-0" Members are defined as channels, angles, 1-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. B. Modified Structural Shapes, Field Cut plates, Etc.. 11/8". C. Work point dimensions 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 d2 in Attachment F) E. The End Distance From Centerline of the Bolt to the end"of the member: 1 1/2" (see dimension "e" in Attachment F) eacapt for clamps for w*ich the enc distance frem centerfina ef telt to the enc of

  • he member is a 1/8" F.

Gage Distance: (see dimension "f" in Attachment F) 1 Angle A 1/4" (For angles used in clamps the tolerance is 1/8" 2. Channel 2 1/3" O. 1. A 1 ". Tolerance is permissible in Locating: 1 Hitti Bolt Spacing Hilti to Richmond Screw Anchor l Richmond Screw Anchor Spacing (see dimension "g" in Attachment F) 1 2. 1/8" tolerance is permissible in locating structural bolt to structural bolt. l L

u TUGCO Civil Structural Engineering "N TNE-FVM-CS-001, Rev. 4 ) MARCH 20, 1986 ( page 45 s TABLE 5 (Continued) MEASUREMENT AND INSPECTION TOLEDANCES H., projection of Espansion Anchor: 13/8", with minimum of Flush With Top of Nut. (see dimension "h" in Attachment F) 1. Thickness of members and/or plates: 11/32" J. Edge distances and overlaps between members, plates, welds, concrete corners etc. shall be as follows: 1. Member edge distance and overlap (see dimension "J1" in Attachment F): a. 11/4" For Dimensions up to and including 3" O b. t.1/2" For Dimensions greater than 3" and less than or equal to 12" c. 13/4" For Dimensions greater than 12" 2. Edge to concrete corners, structural plate corners and etc.- 11/2 (see dimensions "J2" in Attachment F) 3. Weld separation for members within an embedded plate (see dimension J3 in Attachment F)" 1 1" '4. Distance to edge of embedded plate (see dimension Ja in Attachment F). 11/2" except in cantilever region shown 6n Atta:hneet F. In th a region the tolerance is 11/16" K Angular measurements-25 degrees L. When c h a r. n e l s are detailed the depth and width of the flanges shall be' ? 1/16" M. Alf l i r. e a r dimensions locating L, and L2 of attached items and any other dimensions not specifically noted in this table shall be 16" I mSee Attachment F for basic dimensioning requirements and definitions of the dimensions referred to in this Table.

l l 1 I TUGCO Civil Structural Eneineerine THE-FVM-CS-001. Rev. 4 MARCH 2G. 1986 Pace 46 TAB 2 6 TOLERANCES FOR LOCATI'ON & ELEVATION OF CTH's I Longitudinal Direction 26" Transverse Direction i 2" Perpendicular i to Tray Elevation 1 2" i J i h i i I i l l l I I ) l l l l l 1 l l t

o TUSCO Civil Structural Eneineerine TNE-FVM-CS-001, Rev. 4 / MARCH 20. 1986 Pace 47 TABLE 7 ASTM AND SAE GRADE MARKINGS FOR STEEL BOLTS AND SCREWS Canct Meex/MG,: MCIftCA rted MA 7tisAL

  • B4 CARCE I t,0W C4 MEDIUM CA&&CM :TfEL ASTM
  • A 22 7 LOW CR440u 27tfL 40 west AAL CRACL 2 l Lew Cf MEnsum CA4202 ZitiL MtC/UM CARtCU CEEL, OutuCMEC AUC TEMotadC

,; y,, g4 3 LCW CR4404 Mcg7CU:17/C Zifft., yg,gpggg y OutkCMcQ AuG TEMMAdB B:7M - A ilt MintuM C 4ACM :TitL, m*; TV/34 i CutNCptC cuC 7tMDtffC

  • s 2:7M=A223 L Q6a/ CARACM MefifM:174 Jit!L
  • M2 Tvot 4 gg7y,agg~a ATMC:AufftC CCRRCalCH TvDC 4 twtatutatuG STELL),

CutHCNED ANC TEMBLA!D at c:TM *A324 LW GLLOY :TLEL. GRACL Al CUCNCuCD ANJ3 78M/3tata

  • C G:~M = 2 Add LCW ALLCY STitL, CRCat AC CulNCAC CMC TCM/=ftta Mt.:n,;M Capicu JLLev 7CC:..

~;g. cyggg 7 Gk in C a l a s u a 78.e R 4 d C. e det.L THRLAClO AFTER kt'd," ~a c:7M fu 7 l ML; ism :st.w au.C v :Teir. 3Al U#Al 0 l Cub. Cut,3 :Un itMDtato G:rM

  • 2454 l GLLC Y :TitL.

Conce 4,.* l CutyCut: nun 7tectf!C a seo A*7M. A490 AL Ls;Y TlfL, GutNCala AND TCMGEREC

U TUGCC Civil Structural Engineerine TNE-FVM-CS-001 Rev. 4 MARCH 20, 19ss Page48 TNiEE 9 LENGTH IDENTIFICATION SYSTDI Lanee er aneer finenes) staan the Ananer Frem us to tant inssustas) a 1 ut e t ut C 1 1/2 3 a 3 3 1/2 e sin a F 4 4 WZ s 4 ut s a s s ut I s ut s .? s e in s VI J L 7 7 1/2 =. 7 ut s a e a ut 0 ein e e s s uz o s ut to a a u 's u u T 12 is 'W M 14 T 14 1s v u u 2 1s 17 7 17 la I u u AA is 20 ss 20 21 c 21 22 m n a tr ?? ?8 TF 24 25 I m zs 2s m . zs n

  • 27 Zs n

n N u zs ac U. 30 31 ( p9e 21 22 e n ~ 22 l ce n ss I 90 hs M 3s 3e I m na sa n u n 2

s 39 w

Ji 40 w ao 41 1. Stamped letters shall be on top (threaded) and of belt. 2. Bolts of 19-inch length and greater may be stamped with number corresponding to the belt length in inches in the same manner instead of the stamped letters as listed above. 3. Star stamp signifies Hilti Super Kwik bolts.

U TUSCO Civil Structural Engineering p/ TNE-FVM-CS-OO1, Rev. 4 's MARCH 20, 1986 5, Pace 49 TABLE 10 1 12 4. E -% b-r 38. W SHAPES ~ 4 r Dimensions for detailing T",, .WI 6 l Na.* l wee osaannes l Y &lM-by l j,j, se 4 T k h, is e g t, in. { in. L in. in. in. l in. { an. l In. I in. in. l in, sn. W Mx300 M% 16 % 11Ms 85 TE 31 % Tb 1% 3% b 5% x280 M% 18 % lb b 7% 31 % 2'b 1% 3% 5% x30 MM 16 % IN lb N 7% 31 % Zb 1% 3% 5% ,,I x245 M 16 % 1% tb 7% 31 % Zb lb 3% b 5% x230 ME 18 % 1% 7Mi 31 % 2% lb 3% b 5% W Mx194 M% 12% 1% 5% 32 %, 2 6 lb 3% b 5% X182 M% l 12% IMe 5% [' 32% i 2% lb 3% l b Sh x170 M% 112 1% tb b 5%132%: 2 lb 3%j % 5% x150 .M 12 1 b 5%'32%jILb lb 3% l' % 5% x* 50 35 % 12 tb % b 5% 32 % 1% i 1% 3 5% x115 t 12 tb b 5% 32 % lib 1% 3 5% l 35% 2hl.1% w 13x240 l 33% 15%.1% tb i N 7%-28% 3% 5% x220 l 13% 15 % i 1 % 7% l 28% 3% b l! 5% 7% 2b 1% x200 f 13 l 15% 1% tb e 28% 2b 1% 3%, 5% l 33% l 11% lb ' % l b. 5% } 29%,1% l 1% 3% l % 5% w 13x111 x141 ' 33% 11%. tb % % '55 2981 1% ' 15e ' 3 i % ' 1% x113 13% ' 11% ' % ib b 55 218i 15 5 itte 3 x113

  • 12*e 11%, % ib b

,55l292i lb IN 2% ' b 5% l l I I i l i I w M x210 la 15% tb l 7% 25% ; 2m : tb ' 3% :

7% ' 2581 l Zb l lb ' 3% ' b i 5%

x1M 10 % ' 13 lb tb

b

$b x172 29% ' 15 lb b 7% li 25% i 2Me

  • 1h li 34 :l%

% i 5% 12681 l1% i w 10x132 30 %. 10 % : 1 b 5 lb 3 i I x124 30 % ' 10 % 56 b b 5 25% e lib 1 :3 % ! 5% 2681 ! 1% l 1 xils 30 10 % N b 5 3 1% xict 29 ". 10 % b 5 26% ' Ib 1 3 b ' 5% M% l1b x.5 m 10 % iM. i i m b i% AnstaicAn lastitutt or $ttt:. Constauctics a

TUGCO Civil Structural Engineering /3, TNE-FVM-C5-001 Rev. 4 ( ) MARCH 20, Igae page 50 TABE 10 (Cont'd) 1 13 A. - :;,. % 0 b- _+ T,. j,T W SHAPES ~~ r -t-e Dimensions for detailing I ~ 2 a. n ra.- 4 o., ro..

  • pa a-r e.

e r a a, m. W 27x177 27 % 14 % lb 6% 23 2% 1% 3% M 5% x160 27 % 14 1 lb b 6% 23 2b 1% 3% 5% A x145 26 4 14 1 b 0% 23 lib lb 3 5% W 27x114 27 % 10 % 8b b 4% 23 % 18 8% 3 SW x102 27 % 10

  • b 4%

23h 1% 8% 3 b 5% x 94 26h 10 4% 23rs 1% 8% 2% b 5% x 84 26 % 10 N 4% 23 % lb

  • b 2%

b 5% W 24x160 24 %, 14 % 1% b 6% 20h 1'b lb 3% 5% x145 24 % 14 1 b 6% 20h I'b lb 3% 5% X130 24 % 14 h b b 6% 20h 15 1 3 SW W 24x120 24 % 12 % 'b b 586 20 4 lib 1 3 b 5% X110 24 4 12 h 5% 20's 1% 1 3 5% x100 24 12 N lu 20 % lb 8 1 b 5% W 24x 94 24 % 9 h 4% 21 1% 1 3 b 1% x 84 2 4 '. 's 9 4% 21 lb 'b 3 b 5% x 76 e 23',, 9 lb b 4% 21 I N, S S 2'; b 5% x 53 ! !!!i ' 9 b b 4% 21 !!'s I N 28i % W 24x 61 23 % 7 b b b 3% 21 1% 8 N 281 3% x SS 23 % 7 b 3% 21 1% 'b 2% 3% W 21x142 21 % 13 % 1% IN b 6% 17 % 14 1 3 5% x127 21 % 13 1 b b 64 17 % 1% 1 3 5% XI!! 21 13 h 6% 17 % 1% 8b 2% b $4 W 21x 96 21 % 9 S 4% 17 % 1'b 'b 3 $4 x 82 20's 9 8b 44 17 % IN 'S I 2%. b 5,h W 21x 73 21 % 0% b 34 18 % 1% 2% b 5% x 68 21 % 0% ib N b lh 18 % 1 tb 2% 5% x 62 21 8% b 3h II% 1% 2% 5% x 55 20 % 0% b 14 10 % 1% 2% 5% W 21x 49 20 % 6% b b 3% 18 % lb 2% 3% x 44 20 % 6% b b 34 18 % lb 2% 3% O V AutRICAN INStitutt CF SittL CONSTRUCT 10N l l

U p TUSCO Civil Structural Engineering i 1 TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 Page 51 TABLE 10 (Cont'd) 1 14 a, F -% e b- ~n& Ts. a W SHAPES r Dimensions for detailing is

  • -7 Ld E

l Flange I,,, k nee w-. 4 up**' ,*[ i rm. "{* T oseeneten d ag** e T A A.

s. l c s

In. l 89. l In. l In. in. i In. l In. l an. l In. l In. ' an. l In. W 18x114 18 % 11 % 1 b 5% 15 % 1% % 3 5% x105 18 % ' 11% 8b N 5% 15% g l% 3 b 5% x is 18 % 11 % tb 5% 15 % 1% 2% b 5% L/ W 18x 88 18 % 8% 4% 15 % 1% 3 b 5% x 77 18% ' 8% 4%,' 15% - 1% 2% ; N 5% x 70 18 ' 8% : % b 44.15% ' 1b % 281, b 5% x 64 17 ".

  • 8% %

b 44 15% ' 1% ' % 2% % 5% l 15?h l16 l 8Me l 2% l % 18%,l 7% 1%e b b 3% W18x60 3% 18% ; 7% ; b x 55 b,3%'15Fe'1% '% i 2% ' % 3% 18 l 7% i b l 3%,15is 1b l% l 2% l % 3% x 50 x 45 174 7% ! % b b 3% 15Fe.1

% t 2% ' %

3% f i 6 i W 18x 40 174)6 b b ' 2?'e ! 15% ' l 2%' % 1% x 35 Ina 6 b b % 12*e ' 15% ' t j% 2% b 3% w ilx M ' 16%.11% % ;N fI i i I i i 5% 13 % 186 h 2% N + x 42 16 % 11 t the 4 !% 13 % 1% 's 18 b f5 w Ilx 78

  • 85:

85e, % '4 ' 13% 1% 24 % x 71,16% 8% % % 4 l 13% 1% N Zu b SS i X 64 : 16 6 8% %

  • b

% !4 ! 13% lb Fe ; 28 b 1% 4 x $8 I !!*s 8% : % i N 13 % 1 % %[2% % b l'4b 34l13%'1% 8 I i i i i l 16% 16 % 7% * % l% W16x50 81 ; 25i %

  • 3%

7 lN'% b ' 3% ' 13% lb % 29 ' % 8 x 45 3% x so 16 7 N lt's 13 4 1% %. 2% g 3% xM 15Fe 7 b b 3% 138. s the % : 2b b l lb l W 16x 31 15 % 5% b 2% 13% ' Ib 2% b 2% x 26 15 % 5% 2% 13 % 24 N 2% Auta.cus lastitutt or $ttte constaveriom ~

L TUSCO Civil Structural Engineering (p) TNE-FVM-CS-001, Rev. 4 Nf MARCH 20, 1986 page 52 TABLE 10 (Cont'd)

1. ls A.
3. - %... + b-a uma.

W SHAPES 2 4.Je. Dimensions for detailing ~ .__t_- d I 4. n.a ?;,;- .h L"' a;* m.. 4 e T A A. s. e s O. mea.inea 6f 9 4 ea. sa, ea. sa. ra. 3 in. sa. in. sa. en. in, w 14x730 22 % 17 % 4'b 3N lb 7% 11 % 5% 2N 7 1% x665 21 % 17 % 4% 2'N lb 7% 11 % SN 2b 6% 1% x605 21 17 % 4% 2% lb 7% 11 % 44 Itb 6% 1% h h x550 20 % 17 % 3'N 2% lb 7% 11 % 4% 1'b 5% 1% \\ / x500 19 % 17 3% 2b 1% 7% 11 % 4N 1% 5% 'b di x455 19 16 % 3b 2 1 7% 11 % 34 1% 5% 1% w 14x426 II% 16 % 3b 1Pe ib 7% 11 % 34 1 5 1 x398 18 % 16 % 2'b 1% 7% 11 % 3% 1% 4% 8 x 370 18 16 % 2'b 1% 8b 7% 11 % 3% lb 4% '% a x 342 17 % 16 % 2b lb 7% 11 % 3% 1% 4%

  • N h

x314 17 % 16 % 2b lb 8b 7% 11 % 3 lb 4% y x297 16 % 16 % 2b lb 7% 11 % 2% lb 4 8%e a x254 16 % 16 l'b lb 7% 11 % 2% 1% 4 8 i x246 16 % 16 l'b 1% b 7% 11 % 2% lb 3% W 14 x237 16 % i 15 4 1% 1% b 7% 11 % 2h 1b 3% x228 16 l 15% 1' 1% 7% 11 % 2% 1% 3% b x219 ! 15% ' 15h 1% 1 b 7% 11%,2% ilii 3%. N x211 I1!%'15% 1% 1 i%

716 j l1%
Zu '116 3% : b; x 2*2 ' 11% ' !!'i ' 14 5%
  • N : 7% ; 11% 12% { 1% l 3t:1b ; 3%, u. J.

a x153 15 % 15 % IN h j b l 7?i.11% 2% lb.1W l 3W i %l @ x184 15 5 15 4 1?h ib i b I7'i' 11 % 2 l1b 34 % A x176 15 4 15 % lb 'N b 74 11 % x167 15 % 15 % 1% 7% 11 % 1'N 1 3% b x158 15 15 % lb 7% 11 % 1's 1 3% 'eie x150 14 4 15 % 1% 8N 7% 11 % 1'N 1 3% b x142 1486 15 % lb 'u b 7% 11 % 1% i1 3 '% ~ J. 'ls w 14x32n 16u ti% Zb In ib 756 it% 2u lb 4 ,1 d t O Aussicam ins *stutt or 5tttL Constauction

TUSCO Civil Structural Engineering ,Q TNE-FVM-CS-001, Rev. 4 y/ j MARCH 20, 1986 Page 53 TW210 (Cont'd) 1 34 A $<-%ye+b- ,. w W SHAPES r Dimensions for detail.ing

r. r

--h Ld I l % i wee 0"'*ase f Y alT "e.""*' j' Tham.'Th"** Deeth. 8e Damenemen d k h, g, e g In. In. In. in. l' In, in. l In. In. l In I in. In. In. W 14x136 14 % 14 % lb b 7 u% 1% 3 5% x127 14 % 14 % 1 b 7 11 % 1% % 3 5% x115 14 % 14 % b b 7 u% 1% 3 5% x1H 14 % 14 % b 7 u% lb 24 b 5% x103.14% 14 % 7 u% 1% 2% b 5% x 95 14 % 14 % b 7 u% lb 2% l 5% 2%, b x 87 14 14 % % b, b 7 u% 1% 5% W 14x 84 14 % 12 b 5%.11% lb % 2%' b 5% x 78 14 12 % b b 5%'u% 1% 2% 5% W 14x 74 14 %, 10 % N 4% 11 % 1% 281 ! b 5% x (3 14 10 b b 4% I llu 11% % '2%; % l 5% X El 13 4 10 b 4%'11%!!b % '2%' % 5% 284 l, % W 14 x 53 14 8 b , 3 Pe, 11 % 1% i 3?h : 11% i1% l % l 5% b{b I x 44 11 % I b b % 2% : % t !% x 43 13% j 8 3Pe 11% ' Ib ' % ! 2%~ b 5%

  • 14x It i 14 % 68

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  • 4

% 2% h 1% x 34 ! !4 684: b'N 3%.11*s.1% % 2% b 19: x 30 13 4 6% % 3% 11?i 1 % l 2% ' b 19 5 W 14x 26 13 ?i ' 5 b'% 2% 11th 1 l% 2%. b l 2% i t s x*22 13 % ! 5 h 2%,1Fi %l'% 2% b! 2% l t I t AnstalCAN lMSTITUTC CF $781L COM47RUCTIQM

1 TUSCO Civil Structural Engineering p TNE-FVM-CS-00t. Rev. 4 t, MARCH 20. 1946 's Pace 54 TABLE 10 (Cont'd) 1 17 A. E,.%.e.+b- -_[,. 4 ~~ W SHAPES r _p. Dimensions for detailing u .LI I 0, Flenge O* Lente w,g va,;,8 r ~.. 4 O.

-,a,p,.

at-T n.. n r 4 In. In. In. (n. In. In. In. In. an. l en. On. w 12x190 14 % 12 % 1% IN 5% 9% Zb lb 3% b 5% x161 13F. 12 % 1% b 5% 9% 2b lb 14 5% ( x133 13 4 12 % 1% 5% 9% l' 1 3% 5% \\ x120 13 % 12 % 1% 8 5% 9% Lib 1 3 b 5% b x106 12Fe 12 % 1 b 5% 9% 1' Ab 3 5% x 99 12 % 12 % 8 b b 5% 9% 1% 8N 3 5% x 92 12 % 12 % Fe b 5% 9% 15 2% 5% x 85 12 % 12 % tb 5% 9% 1% Fe 2% 5% x 79 12 % 12 % 5% 9% 1 2% b 5% x 72 12 % 12 8% b b 5% 9% 1% 2% 5% x 65 12 % 12 b 5% 94 1 8b 2% 5% W12x $8 12 % 10 b AFs 9% 1% tb 2% ' % 5% x 53 12 10 b die 9% 1% 8b 2% 5% W 12x 50 12 % 8% b 3Ye 9% 1%

  • b 2%

5% x 45 12 8 b ,2%' % 5% blb b l3rst1h s 9% 1% 8 ' 2b l b ! 5% x 40 12 8 ' 9% ' 1% 8 I i W 12x 36 : 12% : 6'e. b' %' t 3%. 10% 71 %. h,in b 39 o ,12%, 6% i x 31 6% i b,% j % 3% 1C% i l % l2%, b ' 3% 3% l 10% x 27 12 1 % 6 % l% ' 2% l tb b i 3% i i j 1 W 12x 22 12% l 4 b !!b 10!e, t%l % i2h u: 2% x 19 12 % I 4 h ifi 10% ' % %' 2% bl'2% x 16.5 12 ]4 f l's 10'ij' b i 2% f b 1re 10?e b 2% b 2% H 14 11!i 6 4 !% b ! 2% I i j O

V f

AadgetCAN INSTITUTt or STttL CONSTRUC? TON

7 TUSCO Civil Structural Engineering (_.' THE-FVM-CS-Oct. Rev. 4 g\\ MARCH 2C, 1986 Pace 55 TABIE 10 (Cont'd) 1 18

k. _.

p -% e b-b M 31 W SliAPES r Dimensions for detail.ing y3 ' W; h Esenace Please w u".["*' l yn Th=a-8 omsta s y agn.T T o==saamen d a T A A. s. c in. in. i . I in. i. l in. i.. I in. W 10x112 11 % 10 % 1% 4h 7% 1% % 3 L 5% x100 11 % 10 % 1% b 45 7% 1% h 3 5% x 89 10 5 10 % 1 b 45 7% lb 2% 5% (O x 77 10 % 10 % b 4h 7% IN 2% b 5% / x 72 10 % 10 % 4h 7% 1% 2% b 5% x E6 10 % 10 % b 45 7% lb 2% b 5% x 60 10 % 10 % b b 45 7% 1% 2% 5% x 54 10 % 10 b 45 7% lb 2% 5% X 49 la 10 b b 4h 7% 1% 2% 5% W 10 x 45 10 % 8 b 35 7% lb. % 2% 5% x 39 10 8 b b 3h 7% 1% 2% 5% I l 2h b 5% x 33 9% 8 b b 35 7% W 1CX 29 10 % 5% : % b 2% 8% lb, % 2% bl 2% 8% l 2% ' b ' 2% 8% h l % x 25 10 % 5% b 2% i 2% ' b l 2% N x 21 9% 5% b 2% i W icx 19 10%. 4 % ' 14 ' 8% %%. i 2% b 2% X 17 f 10% ' 4 ,b .h I % ifs 85 h % 2i S 2% x 15 ! 10 ' 4 h 13 85 % b. 2: 4 L Zu blb j b '1hi85. % i b e2 2% x 11.5 ! th ; 4 i a l l \\ l i I AMERICAN INSTIT1JTE OF STECL CONSTRUCTION

0 l TUGCO Civil Structural Engineering O THE-FVM-CS-OO1 Rev. 4 l MARCH 20. 1986 page 5-6 TABLE 10 (cont'd) 1 19 h. .+b- , v ~~ W SHAPES r c. p Dimensions for detailing Mr Ld 7 s ca. n.... vy/, rao. c. ,,,.. T' T o. d r a a. e ... e...

l..

l.. w axo i m. b b 3h 6% ib 2% 5% x5 as m. 3h 6% lb m. 2% b 5% x4 m. b 3h 6% lb 2% 5% / x40 8% 8% b b 3h 6% lb 2% 5% ( x35 8% 8 b b 1h 6% 1 2% 5% x31 I s b b 3h 6% tb 2% b 5% W 3x28 8 6% b b 3% 6% 1 2% b 3% x24 Th 6% 3% 6% h b 2% b 3% W f.x20 8% 5% 2% 6% b 2% b 2% x!? 8 5% b 2% 6%

  • b 2%

2% W 8x15 84 4 b 1h 6% 8N b 2% b 2% x13 3 4 1% 6% 2% b 2% x10 75 4 b b b th 6% 5 2 2% W 6x25~ 6% g % b b b 27e 4%l'S S 2% 3 '. i 6 x20 6% 6 % ; 2re 4 4% !h b 2%, b, 3% . c.. b 3r 2e;4%,2 x15.5 ,6 6 I t W 6x16 6% 4 % i% 1?'s I d'.). h :L :2% b 224 4 I % '% 2% b ' 2'.4 lfi j 4% !!b l 4 l% % I % 6 x12

a b

b*b Ire 4% 'N 2 2% x 8.5 I I W 5x18.5 5% *5 N l% 2% 3% tb 2% N 2% x16 ,5 5 2h 3% b 2% { b 2% !2i.,I s. b i2 l 4% ; 4 lu u !% i tr.

  • i b

Zu w 4xu I i i i i s AMERICAN INSTITUTE or SrttL CcNSTRUCTION

TUGCC Clwil Structural Engineering TNE-FVM-CS-001, Rev. 4 N j MAACH2C. Ig86 paae 57 TABLE 10 (Cont'd) 3.m a. , +% web + b* = ,a. ~ ~ M SHAPES 7 Dimensions for detailing t u _. p ' Wt i ! N "8' l won ! D'"*a** uso ....I.g'*a*. g JS*1h.i

3. i,,

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n in. I en. I en. an. t in. I sn. ! an.. in. I in. i en. ! en.1 en. I en. ) in. t M 14x17.2 14 4 b 1h 12 % % 2% b 2% M 12x11.8 12 3% b 1% 10 % b 2% % C M lox 29.1 th 5h b b 2%t 8% 2% % b h 2% ( x22.9 th 5% 2%j s%' h b 2%'b h h 2% M 10x 9 1,0 2% b b b 1%I 9 b!'2 b I i 2%j $h.1b 3 8 b N: 8x34.3 l 3 M % j 2% %.b h 5h x32.6 a b b bi3%; sh. lb 6 % j 2% % b h 5% l l b l. 2%l 6%' h l % l 2% ; M % i M 8x22.5 s 5% h l 2% xit.5 j s 5% % I2%! 6% h

  • N:2% he ' %

h 2% bli1% 7 1 M 8x 6.5 8 2% b,% 2 b 4 l l l' M 7x 5.5 4 7 2% b I % i b'1 l 6% b :% ;2 %ib- - I i t t l v exn.! ' s : 5 's 5 5 2h as ' +.. % 2 2u :.. % ik ' 2% x.S 6 6 h % h 2?h 4% u.s b 2% he 5 h 35 ( i + i 1 u 6x a.4 6 I th, b ! % lb h: 5%, % ;% :2 :% ; b ! b he,b,2%l 3%; h l% l2%f % l N. I 8 i l !5 g5 M 5 x11.9 ? h l 2% i, 1 I e l ,4 % i b 'b lh.2%. 2b. % !! 1 % : % ;! g i M 4x13.8

  • 4

% i 2% xli 4 4 h % ' %.1h th bN2 eb'5 %. 2 :.. i 1 e i e i e Gage a permess. bee near beem enes: essewnere Specifcation Sect. 3.15.5 may recuee recucuan en fastener See. o

a i TUGC0 civil Struetural Engineering h TNE-FVM-CS-001, Rev. 4 d MARCH 20, 1986 i page 58 'mBLE 10 (cont'd) 1 21 b- ~ ? ,e S SHAPES r 6 Dimensions for detailing Ap creo 7 W n.n.e ,,e, .esence 'o ,,t,'Oe, p.e,y Y,et-E, ay-,,,,,,, r,s .e. oes n..en r ne s. .s ene 4 in. In. In. In. in. In. In. In. In. - an. In. In. In. S 24x120 24 8 1% 8 3% 20 2 3%.b 1% 1 4 x105.9 24 75 1% b 3% 20 2 3% % 1% 1 4 S 24x100 24 7% h 3% 20 % 1% 3 b h 1 4 x 50 24 7% b 3% 20 % 1% 3 h 1 4 x 79.9 24 7 h 3% 20 % 1% 3 b h 1 4 S 20x 95 20 7% 3% 16 % th 3 b 1 4 x 85 20 7 b 3% 16 % 14 3 h 1 4 S 20x 75 23 6% b 2re 16% 1Sii 3 h 3% x 65.4 20 6% 2N 16 % 1% 3 b 4 3% S ISx 70 18 6% 8u 2% 15 1% 2% b 8bi le 3% x 54.7 18 6 lb b 2% 15 1% ' 2% b 8 le 3% S 15x 50 15 5% b 2 % 12 % 1%!2% bl % 3% x 42.9 15 5% b b 2% 12 % 1% l2%j % b 3% S 12x 50 12 5% b 25 9%Ilb u2%' % 3 x 40.8 12 5% b % 2%!' 9%;1b 2% b 2% 3 S 12 x 35 12 5% b b 9% lb 2h % 3 x 31.2 l 12 ,5 b b.2% f 95e '1% !2% ' %. %, 3 t S ! x !! It '5 1: b 2;e 71, 116 *21: 26 i.: 84 24 x 25.4, 10 4%. i. : jb e % :2ie. 7% 1% :211 he s % ! 22a g I I rs! 6 l% 1 2%!b: 'i.e. M ' 2% S 8x 23 8 4% N N i x 18.4 8 4 b 1 i6 1 2%:b, bl 2% i i - 4 5 7x 20 7 3re b IMi 5% % 2%ibi % i % 2% x 15.3 7 3% 8 1% 5% h 2%; b 6 % 2% e 1%f 42' 8%2%!b!% 2 5 6x 17.25, 6 3% b s x 12.5 1 6 3% 1%l 45; 86.2% i b t b. - l S 5x 14.75 5 3% b 1% 3%' % 2%Sf% I l x 10 5 3 b %' 1% 3h 2% b b S 4x 9.5 4 2% b b 1% 2% 8 2 X 7.7 4 2% b b 1% 2% 8 '2 b S 3x 7.5 3 2% b 1% 1% X 5.7 3 2% b b 1% 1%j % l l Gage a penmss,bie near beem ends; eisewtiere Specification Sect.1.16.5 may ressure reewetsen en fastener size. AMEmtCAN INSTITUTE OF STEEL CONSTRUCTIQ*f

LI TUGCO Civil Structural Engineering [] THE-FVM-CS-001, Rev. 4 '(r) MAACH 20, 1986 pao

  • 59 naLE 10 (cont'd))

1.zz h. . e$ -%-.+m-r,. ~ HP SHAPES r Dimensions for detailing c l I b l "J"/, l Menge Olmsmace g ra - 4 o.,.in-y;n., g-r n. r a a. . n. n y In l in. lIn.l In. In. l In. In. In. l en. l In. In. In. i HP 14x117 14 %

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11 % 1 % 1%s 2% b 5% i x102 14 14% tb tb 7 u% l1% 1 2% b 5% x 89 13 4 14 % b 7 u% IN 5 2% 5% x 73 13 % 14 % 7 u% lb h 2% b 5% 12 % b 5% 9% lb Sb 2% % 5% ( HP 12x 74 12% ; U u% %s %s ha 5% 9% 1% 2% 5% ' xD HPI:x 57 13 10 % Ms Ms Me 4%. 7% 1% 1N 2% ; % 5% x 42 9%,10% b b b 47s* 7% 1 % !tu % 5h i HP 8x 36 8 8% Me N 3% ; 6% ' 1N 2% ! b 5% l i I 4 8 i I AMERICAN INSTITUTC QF $ TEEL CONSTRUCTICM a- .m

g TUGCQ Civil structural Engineering TNE-FVM-CS-001 Rev. 4 MARCH 20, 1986 h/ page 60 T_ABLE 10 (Cc:ltId) 1 23 <- n b-A- g -- g, s. I AMERICAN STANDARD CHANNELS ~ a r %_ t. .s Dimensions for detailing W:ys,il i e .-6._, Flange Distance Ave. n k. f, Ma s. 0sual 7 ,'.t".t y.'e* 5-p-7la ac T' r r 4 4t 3R. IA 18 S A. 18 14 1n. 1A. BR. lA 34. lA In. C 15 x50 ' 15 3% tb 3 12%.1b 2% % 1 2% X 40 15 3W 3 12 % 1 2% b 1 2 x33.9 15 3% b 3 12 % 1b 2% b 1 2 (N) C 12x30 12 3% 2% 9% 1% 2% b 1% x25 12 3 b 2% 9%1% 2% 1% XN.7 12 3 b 2% 9%1% 2% Fe 1% C 10x30 10 3 b

  • b 2%

8 1 2% % 1% x25 10 25 b % 2% 8 1 2% bb 1% x20 10 2% b b 2%.I 1 2% b! b 1% x15.3 10 2% N 2%'I 1 2% blb 1% 2%%lI i C 9x20 9 2% b L 2% 7% *b

  • b 1%

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  • I case a o. mass. toe aese seem eads: else.neee spee.ficanoa sect. 3.16.5 may eeau.ee eeawe.

O tion.a casienee s.re AutRICAN INSTITUTt Or SittL CONSTRUCTION e

T TUSCO Civil Structural Engineerino /n\\ TNE-FVM-CS-001, Rev. 4 ( MARCH 20, 1986 page 61 TABLE 10 (Cont'd) 1 24 -c = wee + b' . n ~ h. 1 MISCELLANEOUS CHANNELS ]<. - r Dimensions for detailing A

b. _ 5:8:an, g*

t 1 i n.a o s.n i o. v,tn ,u,.n.ei .u ! r; j a,.r t T ~ ., p, =,laj.e r n. a

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2%

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TUGCO Civil Structural Engineering [] TNE-FVM-CS-001 Rev. 4 (4j MARCH 20, 1986 Pace 62 TABLE 10 (Cont'd) 2 25 e = web + b* Ts. ~ 3,.. MISCELLANEOUS CHANNELS r _ . A Dimensions for detailing 0 _& Grip $1. Flange Destance Death Wd Usual Ma n. of Avg. Theet. 4 pgq

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C TUGCC Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 s MARCH 20. 1986 Page 63 TABLE 10 (cont'd) 35 Y V-ANGl.ES z Equal legs \\ X d'X \\ Properties for designing , s Y Z 3 w.ight AXIS X.X AND AXIS YsY ... - T, n... A,. Foot I 5 i s ory i In. In. Lb. In.8 I n.* In.' in. In. I n. L8X8X1% 1% $6.9 16.7 N.0 17.5 2.42 2.41 1.56 O 1 1% 51.0 15.0 89.0 15.8 2.44 2.37 1.56 1% 45.0 13.2 79.6 14.0 2.45 2.32 1.57 1% 38.9 11.4 69.7 12.2 2.47 2.28 1.58 1% 32.7 9.61 59.4 10.3 2.49 2.23 1.58 he Ib 29.6 8.68 54.1 9.34 2.50 2.21 1.59 1% 26.4 7.75 48.6 8.36 2.50 2.19 1.59 L6x6X1 1% 37.4 11.0 35.5 8.57 1.23 1.86 1.17 h 1% 13.1 9.73 31.9 7.63 1.81 1.82 1.17 1% 28.7 8.44 28.2 6.66 1.83 1.78 1.17 1% 24.2 7.11 24.2 5.66 1.M 1.73 1.18 b Ib 21.9 6.43 22.1 5.14 1.5 1.71 1.18 1 19.6 5.75 19.9 4.61 1.E 1.68 1.18 L 2b 17.2 !.06 17.7 4.08 1.87 1.66 1.19 Ta 14.9 4.36 15.4 3.53. 1.28 1.54 1.19 b ag 12,4 ; 3.65 13.0 2.97 1.!9 1.62 1.23 j L5x5Xh 1% 27.2 7.98 17.8 5.17 1.49 1.57 .973 1% 23.6 6.M 15.7 4.53 1.51 1.52 .975 l 1% 20.0 5.M 13.6 3.86 1.52 1.48 .978 I 1 16.2 4.75 11.3 3.16 1.54 1.43 .983 l b ab 14.3 4.18 10.0 2.79 1.55 1.41 .966 T. 12.3 3.61 8.74, 2.42 1.55 1.39 .990 l b 16 10.3 3.C3 7.42 2.04 1.57 1.37 .994 i L4x4X% 1% 18.5 5.44 7.67 2.81 1.19 1.27 .778 i 1 15.7 4.61 6.66 2.40 '1.20 1.23 .779 { 12.8 3.75 5.56 1.97 1.22 1.18 .782 l N Sb 11.3 3.31 4.97 1.75 1.23 1.16 .785 9.8 2.86 4.36 1.52 1.23 1.14 .788 l b tb 3.2 2.40 3.71 1.29 1.24 1.12 .791 l 6.6 1.94 3.04 1.05 1.25 1.09 .795 A&8tRfCAN INSTITUTE OF STEEL CONSTRUCTICM

L 4 TUGCO Civil Structural Engineerine ] TNE-FVM-CS-001, Rev. 4 MARCH 2G, 1986 Pace 64 TABLE 10 (cc.t '(.) 1 57 Y sP-r' ANGl.ES \\ Equal legs X I'X Properties for designira s Y Z Weight ARIS X.X AND AXIS Y-Y See and Thackness per Area Foot _1 S l r s or y r in. In. Lb. In.8 I In.* In.e l In. In. In. L 3% X 3% X % 11.1 3.25 3.54 1.49 1.06 1.06 .683 9.8 2.87 3.26 1.32 1.07 1.04 .584 8.5 2.48 2.87 1.15 1.07 1.01 .587 b

  • Ms 7.2 2.09 2.45

.976 1.08 .990 .590 k. 5.8 1,69 2.01 .794 1.09 .968 .694 L3X3X % 9.4 2.75 2.22 1.07 .898 .932 .584 b 3.3 2.43 1.99 .954 .905 .910 .535 3Me 7.2 2.11 1.76 .833 .913 .888 .587 b 6.1 1.73 1.51 .707 .922 .869 .589 b 4.9 1,44 1.24 .577 .f30 .842 .592 l b 3.71 1.09 .962 .441 .29 .320 .596 l L 2% X 2% X % 7.7 2.25 1.23 .724 .739 .806 487 5.9 1.73 .984 .566 .753 .762 487 b 5.0 1.46 .849 .482 .761 .740 489 M b 4.1 1.19 .703 .394 .769 .717 491 b 3.07 0.92 .547 .303 .778 .694 .495 L2 X2X % ii, 4.7 1.36 .479 .3!1 .534,.636 .383 b 3b 3.92 1.15 .415 .300 .601 ^.614 .390 3.19 .938 .348 .247 .6C9 .592 .391 b 86 2.44 .715 .272 .190 .617 .563 .394 i i .1%,.131 .625 .545l.393 % l h i 1.65 .484 L 1h X 1h X % f% {2.12 l.813 ' 2.77 .227 .185 .529 .52i r.341 .144 ;. b .621 .179 .537 .506 I.343 b 1,44 .422 .125 .099 .546 464 .347 L 1% x 1% X M 2.34 .688 .13) .134 .449 466 .292 b b 1.80 .527 .110 .104 .457 444 .293 b 1.52 444 .094,.023, 461 .433 .295 1.23,.359 .07! .072 l.465 .421 .296 L1% X 1% X % h 1.92 .563 .077 .091 .369 .403 .243 e b b 1.48 .434 .061 .071 .377 .381 .244 1.01 .297 .044 .049 .385 .359 .246 L1X1X % 1.49 438 .037 .056 .290 .339 .196 b b 1.16 .340 .030 .044 .297 .318 .195 .33 .234 .022 .031 .304 .296 .196 AnsEnsCAN INSTTTUTE Ogr STEEL CONSTRUCTION ,.. _ _ _ - -. _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - -

TUGCO Civil Structural Engineering THE-FVM-CS-001 Rev. 4 MARCH 20, 1986 'N Pace 65 TABLE 10 (cont 'c'.) Y s ANGLES z L \\ Unequal legs s XuA ', X ' Propert.ies for des..igning 4 .AI Y weisnt Axis 4.X AXIS Y-Y AKiSZ.Z g Foot I Slr y I S r s r y,, In. In. Lt. In. In.' in.s g n. In. I n.* In.s g n, g n. I n. I l L9X4X1 1% 40.8 12.0 97.0 17.6 2.84 3.50;12.0 4.00 1.00 1.00 .834.203 h 1% M.1 10.6 SE.8 '15.7 2.M 3.45 10.8 3.56 1.01 .353 1.02.906'.8M.208 1% 31.3 9.19 N.1 13.6 2.H 3.41 9.63 3.11 .841.212 3 (4 1% 5.3 7.73 64.9 11.5 2.90 3.M 8.32!2.65 1.04 .858l.84.216 b IMe 23.8 7.00 59.1 10.4 2.91 3.33 6.szl2.41 7.63 1.M .834:.. 218 1 21.3 6.25 53.2 9.34 2.92 3.31 '2.17 1.05 .810.854*.220 L8x6x1 1% 44.2 13.0 80.8 15.1 2.49 2.65 38.8 8.92 1.73 1.65 1.28 .543 1.76.l1.61 1.28 h 1% 39.1 11.5 72.3 13.4 2.51 2.61 34.9 7.94 1.74 .547 i 1% 33.8 9.94 63.4 11.7 2.53; 7.56 30.7 6.92 1.56 1.29 .551 l 1% 28.5 8.M 54.1 9.87j2.54' 2.52 2C.3 5.88 1.77 l1.52 1.29 .554 IMe 25.7 7.56 49.3 8.95;2.55 2.50!24.0 5.34 1.78!1.50 1.30 .556 1 ZI.0 6.75 j 44.3 8.02; 2.56 2.47!21.7 4.79 1.79,1.47 1.30 .558 b 8b E.2 5.93: 39.2 7.07 2.57 2.45 19.3 4.23 1.80'1.45 1.31 .560 L8x4x1 1% '37.4 11.0, 69.6.14.1 2.52 3.05 11.6 3.94. 1.03 1.05. 846.247 F. Ih 33.1 9.73 62.5 12.5 2.53 3.00 10.5, 3.51i 1.04 999.848.253 %,1% 28.7 8.44. 54.9,10.9 ' 2.55,2.95 ~ 9.36 3.07,1.05.953.t!2.2!! 1% 24.2 7.11l 46.9' 9.21; 2.57 2.91 8.10. 2.62 ; 1.07:.906,.857,.252 b 1Me 21.9 6.43: 42.8 8.35: 2.58; 2.88 7.43. 2.38 l1.07).52'.N1. 255 1 19.6 5.75 l 38.5 7.49'2.59 2.M 6.74! 2.15 ! 1.08 :.E9'.865. 267 7 17.2 5.06 34.1 6.60' 2.60 2.83 6.021.90 1.09,.835:.M3.269 3.46 1.071.05 l.256.313 l L7X4X% 1% 30.2 8.86 42.9 9.65 2.20 2.!! 10.2 % e 1% 26.2 7.69' 37.8' 8.42 2.22 2.51! 9.05 3.03 ' 1.091.31 l.25;.324 Ll1% 22.1 6.48 32.4: 7.14 2.24, 2.46' 7.84 2.58' 1.10'.953.865.329 5.87! 29.6 6.48 2.24' 2.44 7.1 ' 2.35 ' 1.11i.940.M!.332 I Ib 20.0 1 17.9 5.25 26.7 5.81 2.25I 2.426.53 2.12 *.11 .917l.872'.335 I b 15.8 4.52 23.7 5.13 2.26 2.39 5.83 1.88 1.12 .893'.876!.337 h 13.6 3.90' 20.6 4.44 2.27 2.37 5.10 1.63! 1.13'.870'.880.340 l l l l l I I i 1 AMERICAM INSTITUTE OF STEEL CONSTRUCTION l s

a TUSCO Civil Structural Engineering THE-FVM-CS-003, Rev. 4 MARCH 20, 1986 Page 66 TABLE 10 (cont'd) 1 59 Y E. z ANGLES \\ Unequal legs &7^A Properties for designing Z y Weight AXts X.X AXIS Y.Y AK!S 2.Z Sete and The: knees pe, Area Feet I B r y I S r s r g,, In. I n. Lb. In.8 i n.* In.8 it in. In.a g n.8 in. In. In. L 6 ici x % 1% 27.2 7.98 27.7 7.15 1. 5 2.12 9.75.3.39 1.11 1.12 .57 .421 1 1% 23.6 6.M 24.5 6.25 1. 5 2.08 8.68'2.97 1.12 1.08 .850 .428 j 1% 20.0 5.5 21.1 5.31 1.90 2.03 7.52 2.54 1.13 1.03 .864 .435 b lb 18.1 5.31 19.3 4.83 1.9D 2.01 6.91 2.31 1.14 1.01 .8E6 438 1.91j 1.99 2.08 1.15 .987;.870.440 1.92. 1. 5, 6.27 1 16.2 4.75 17.4 4.33 5.60 1.85 1.16 .964.373 443 b

  • b 14.3 4.18 15.5 3.83 12.3 3.61 13.5 3.32 1.93' 1.94 4.90,1.50 1.17

.M1!.877 446 N Eb 10.3 3.03 11.4 2.79'1.M 1.92 4.18 1.35 1.17 918,.882. 448 8.3 2.44 9.27 2.28 1.5 1.89 3.41 1.10 1.18 .894.887 .451 L 6 X 3% X % 1 15.3 4.50 16.6 4.24 1.92 2.08 4.25 l.59 .972,.833.759 .344 g 11.7 3.42 12.9 3.24 1.M 2.04 3.34 1.23 .988,.787j.767 .350 b

  • b 9.8 2.87 10.9 2.73 1.5 2.01 2.85 1.04

.996'.763;.772 .352 7.9 2.31 8.86+2.21 1.96 1.99 2.34 0.M71.01 .740.777 .355 L 5 x 3% x % 1% 19.8 5.81 13.9 4.28 1.!5. 1.75 5.55 2.22 .977;.996.748 464 1% 16.8 4.92 112.0 3.65 1.56' 1.70' 4.83,1.90 .991,.951'.75 ( 472 1 13.5 4.00 9.99 2.99' 1.52 1,66 ' 4.05 1.56 1.01 !.905.755.479 b t b, 12,0 ; 3.53 8.90 2.64 1.59 1,63 3.63 1.39 1.01 !.813.755.482 % ' 10.4 3.05 i 7.73 2.29 1.6 1.61 3.18 1.21 1.02.861.75: 435 b ' th l 8.7 ' 2.56 6.601.M 1.61 1.59.2.721.02 1.03 l.13!.765.413 7.0 2.06 5.39 1.57.1.62 1.56 2.23.830 1.04.814.770.49: l l 9.45l 2.91l 1.59 ; 1.75 l 2.58,1,15 .829. 750' 648*.357 L5X3x% 1 17.8 3.75 3.31 8.43 2.58:1.60' 1.73 2.32.1.02 .837. 727.651'.361 b

  • b l 113 h

9.8 2.86 7.37 2.24' 1.61 1.70 2.04'.815.845.70:.654.364 L lb 8.2 2.40 ' 6.26 1.89 1.61 1.62 1.75 753.853.681.65!.353 .861.657.663.371 6.6 1.94 ' 5.11.1.53 1.62 1.66 1.44 I i i i i.614i i i I AMERICAN INSTITUTE OF STEEL CONSTRUCTION

TUGCO Civil Structural Engineering THE-FVM-CS-OO1, Rev. 4 MARCH 20, 1986 paae 67 TABLE 10 (cont'd) 1 00 Y 1 ANGl.ES z Unequal legs \\ Properties for designing ,h z Y

  • 7 Area I see end incuness! &

I"" Foot I SlP y lIlSlP l2 lP ya,. In. I n. Lb. In.e I n.' i n.8 In. In. I in.* l In.8 l In. l In. In. l l l 3.50 5.32.1.94.1.23 l1.29,4.52.1.84 l1.03,1.04,.719,.745 L 4 X 3% X % 1%e 14.7 4.30 6.37 2.35,1.22 ( } tb 11.9 g ,1.25 3.79.1.52 '1.04 1.00 :.7221.750 () b 10.6 3.09 4.76,1.72,1.24,1.23 3.40 1.35.1.05 '.978.724.753 i h 9.1 2.67 4.18 :1.49 '1.25 1.21 j2.95 !1.17 l1.06 .955;.727 .755 b 7.7 2.25 3.56 !1.26 '1.26 1.18.55 .994 1.07 .932. 730 .757 6.2 1.81 2.91'1.03 1.27 1.16.09 .800 1.07 .909'.734.M9 L4 X 3 X % 1%s 13.6 3.98 6.03 2.30 1.23 1.37.87 1.35 .849j.871.637 .534 2.87 4.52 l1.89 1.25 l1.33 2.421.12.992'.871!.804;.641.547 11.1 3.25 5.05 .364.827;.639.543 1.25 jl.30 !2.18 b 9.8 1.68 3.38 '1.23 1.27 1.26 l1.65 3.96 jl.46 1.26 1.28 1.92 .866.879.782,.644.551 8.5 2.48 .734'.88d.H9.647 .554 j b 7.2 2.09 5.8 1.69 2.77 1.00 1.28 1.24 !1.36 .599.896. 736!.651 .558 .881.875.621 I L 3% X 3 X % 10.2 3.00 3.45.1.45 1.07.1.13 2.33 1.10 b h 9.1 2.65 3.10 [1.29,1.00 l1.10 '2.09 .975. 889'.853,.622l.714 .718 %. 7.9 2.30 2.72 '1.13 1.09 :1.08 '1.85 .85r.897.830.625.721 l b'% t 6.6 l1.93 '2.33 .954 1.10 1.06 1.55 '.72'.905.803.627.724 % ' % l! 5.4 '1.56 '1.91 .776 1.11 1.04 1.30 '.!!i.914.785.631.727 l l l l t 2.75 3.24 '1.41 l1.09 1.20,1.36 l.760.704,.705'.534,.486 L 3% X 2% X % %. 9.4 2.43 2.91 l1.26 :1.09 1.18 1.23 b Fa 8.3 2.11 l2.56 '1.09 l1.10 !1.15 :1.09,,.677.711:.682. 515. 49 .592 719,.660;.537'.496 tb 7.2 1.78.2.19 !.927 1.11 '1.14 .939.504.727.637.540.501 i b 6.1 1.44 it.80 !.M51.12 '1.11 ;.777. 412:.715'.614.544'.506 4.9 I l ? I l L 3 X 2% X d Fe 8.5 2.50 2.08 1.04 '.913 1.00 1.30.744.722.750.520.667 hl % ! 7.6 2.21 7.88 .928.920.973 1.18,.664.729.728.521.672 1 6.6 1.92 1.66 .810'.928[.956 1.04 :.581. 736'.706'.522'.676 b 5.6 1.62 1.e2 .688:.937.933'.898'.494.744[.683'.525 !.L.0 .561'.945,.911!.743. 404,.753 661.523(.684 4.5 1.31.,1,17 .996. 507l.430.954.888.577l.310.761,. b b 3.39 .638.533*.688 l l l l I i l ) AMERecAN InsTITutt 0F STttL CONSTRUCTION

~ TUGCO Civil Structural Engineering TNE-FVM-CS-OO1, Rev. 4 MAACH20, 1g86 Page 68 T.'3LE 10 (cont'd) 3.n Y z ANGLES s Unequal legs X X

  • h Properties for designing Z

Y Weight Axis X.E AKtS Y.Y l Axis Z.Z $dre end TNckness p., Area Foot i S rly 1lSlr s r r,, In. In. Lb. In.e in.* In.8 In. In. In.* In.8 in. In. In. L3X2X% 7.7 2.25 1.92 1.00 .924 1.08 .672 .474 .546 .583 .428 .414 p b 6.8 2.00 1.73 .894,.932,1.06 .609 424.553 .561 .429 .421 i 5.9 1.73 1.53 .781l.940,1.04 .543.371l.559.539 430,.428 .317.567 ;.516.432. 435 b 5.0 1.46 1.32 .664,.M8 1.02 .470 b 4.1 1.19 1.09 .542;.957.993,.392.260.574 l,.493. 435 !.440 I b 3.07 .902 .842.415.966.970'.307.200.583:.470.439!.446 L 2% X 2 X % 8b 5.3 1.55 .912,.547 .El.514.363 .577.581,.420'.614 .788'.466,.768 . 309'.446 .310 .584.559.422l.620 b 4.5 1.31 .776 b 3.62 1.06 .654l.381l.784',.787l.372.254.592. 537 j;.424 '.625 b 2.75 .59.509.293.793.764. 291 .196.500.514.427 .631 l l l L 2% X 1% X b 3.92 1.15 .711.444'.785.898'.191.174.408.398i.322 349 j i b 3.19 .938 :.591.364'.794 .375.161 .143.415 l.3751.324 '.357 k 2.44 .715 .461'.2N.803.E2!.127.111.422.352.327 .364 8 I I I I L 2 X 1% X % 2.77 .813:.316.236.623.663.151.139.432.413.320'.543 b!b 2.12 l 621 242.182.632.641".120.103.440.391 ".122.551 %I% 1.44 lI.422. .173.125.641'.618'.035.075 !.MI'.353 '.325 '.!52 l i l 8 l e i L2xILx% b, 2.51 . 75'r.296.22!.623.703.0!!.097.344.321.269.371 b b i 1.96,.574.222.177.635.6!!.071.075.351.311.271.337 1.33 .391l.153.122.645i .663.050.052.353.237.274.396 1 i .602.025.l I l .095.352.352,.257 l.486 L1% X 1% x % b 2.34 .202.176.543 1.30 !.655.527. 160.137.551'.530'.068.074'.!!9.330. bIE % ! b ! 1.23 '.359).113.094.560.557.049.051.362.307.272.505 l t i AMERICAM INSTITUTE OF STEEL Q>eSTRUCTION

TUGCO Civil Structural Engineering THE-FVM-CS-00t, Rev. 4 MARCH 20, 1g86 page 69 TABLE 10 (cont'd) S.382 M PIPE ' y Dimensions and properties . s, .ec,,, te per Foot .o.ts ,. ins., T. u.t. .a. ..te ess ,,,.s .~ i, Standard Wei ht 8 . 840 .622 .109 .35 .250 .017 .041 .261 1 ~ 1.050 .824 .113 1.13- .333 .037 .071 .334 1.315 1.049 .133 1.68 .494 .087 .133 .421 .1% 1.660 1.380 .'140 2.27 .669 .195 .235 .540 1% 1.900 1.610 .145 2.72 .799 .310 .326 .623 2 2.375 2.067. .154 3.65 1.07 666 .561 .787 2% 2.875 2.469 8.203 5.79 1.70 1.53 1.06 .M7 3 3.510 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 7.23 3.21 1.51 5 5.563 5.047 .258 14.62 4.30 15.2 5.45 1.88 6 6.625 6.065 .280 18.97 5.58 28.1 8.50 2.25 8 8.625 7.981 .322 28.55 8.40 72.5 16.8

2. 94 10 10.750 10.020

.365 40.48 11.9 161 29.9 3.67 12 12.750 12.000 .375 49.56 14.6 279 43.8 4.38 i Estra 5trons .840 .546 .147 1.09 .320 l .020 * .048 .250 1.050 .742 .154 1.47 .4u 045 .085 .121 1 1.315 .957 .179 2.17 .639 .106 .161 407 1% 1.660 1.278 .191 3.00 .381 .242 .291 .524 1% 1.900 1.500 .200 3.63 1.07 .391, 412 .605 2 2.375 1.929 .213 5.c2 1.44 .863 .731 j .766 2% 2.875 2.323 .276 7.66 - 2.25 i 1.92 1.34 8 .924 3 3.500 2.900 .300 10.25 l 3.02 3.89 2.23 1.14 3% 4.000 3.364 .318 12.50 3.68 6.28 3.14 1.31 4 4.500 3.825 .337 14.98 4.41 9.61 4.27 1.48 5 5.563 4.813 ' 375 20.78 6.11 20.7 7.43 1.54 6 6.625 5.761 432 28.57 8.40 40.5 12.2 2.19 I 8.625 l 7.625 .500 5 43.39 12.8 ' 106 24.5 ! 2.88 8 10 10.750 9.750 .500 ; 54.74 16.1 . 212 39.4 1 3.63 12 12.750 f 11.750 ! i .500 l 65.42 i 19.2 l362 l 56.7 i 4.33 Double Extra Strong 2 2.375 1.503 4 36 9.03 2.66 1.31 1.10 .703 2% 2.875 1.771 .!!2 13.69 4.03 2.37 2.00 .844 3 3.500 2.300 .600 18.58 5.47 5.99 3.42 1.05 4 4.500 3.152 ' .673 27.54 8.10 15.3 6.79 1.37 5 5.563 4.063 .750 38.55 11.3 13.6 12.1 1.72 6 6.625 4.897 .363 53.16 15.6 66.3 20.0 2.06 8 8.625 6.875 .8 75 72.42 21.3 162 37.6 2.76 Ditted sections are avadanie en conformance wetri ASTM Specification All Crede 8 or A501. Orn, sect.ons a,. made to triese specifications. Consuit with pape manufacturers or e 8'stettpute,s for awadatsasty. . AA4ERNllAM INSTITUTc OF STEEL CONSTRUCTION

a TUSCO Civil Structural Engineering ( THE-FVM-CS-OO1, Rev. 4 MARCH 20. 1986 page 70 TABLE 10 (ee- 'd) 1 333 STRUCTURAL TUBING ~ Sauare ~ 2 Dimensions and properties I DIMENSIONS PROPERTIES g '- T r,e.s l,*oro; l A,ee i s In. In. Lt. In.s [ In.* l In.e in. 10 X 10 .6250 73.98 21.8 54. E0.7 3.74 .5000 $0.95 17.9 260. 52.0 3.81 j .3750 47.03 13.8 208. 41.7 3.88 3125 N 339.74 11.7 179. 35.8 3.92 .2500 132.23 9.48 148. 29.6 3.95 .1875 hs 124.50 7.21 114. 22.9 3.98 O 8 X8 .6250 56.98 16.8 142. 35.5 2.91 .5000 47.35 13.9 124. 31.1 2.99 .3750 36.83 10.8 102. 25.4 3.06 .3125 b 31.24 9.19 88.1 22.0 3.10 .2500 325.44 7.48 73.4 18.4 3,13 .1875 b t19.41 5.71 57.2 14.3 3.17 7 X7 .5000 40.55 11.9 79.2 22.6 2.58 .3750 31.73 9.33 65.6 18.8 2.65 .3125 b 26.99 7.94 57.4 16.4 2.69 .2500 22.04 6.48 48.1 13.7 2.72 .1875 b t16.85 4.96 37.7 10.8 2.76 6 X$ .5000 34.48 10.1 48.6 16.2 2.19 .3750 27.04 7.95 40.5 13.5 2.26 .3125 b 23.02 6.77 35.5 11.8 2.29 .2500 18.f2 5.54 29.9 9.95 2.32 .1875 b $14.41 4.24 23.5 7.83 2.35 5 X $ .5000 27.68 8.14 25.7 10.3 1.71 .3750 21.94 6.45 22.0 8.80 1.85 .3125 b 18.77 5.52 19.5 7.81 1.88 ( .2500 15.42 4.54 16.6 6 64 1.Si g .3875 b 11.86 3.49 13.2 5.2! 1.*! l 4 x4 .53% 20.83 6.14 11.4 5.70 1.35 l

  • .37U.

5 16.84 4.95 10.2 5.10 1,44 .3125 4 t b i 14.52 4.27 9.21 4.61 1.47 .2500 ! 12.02 3.54 8.00 4.00 1.50 .1875 I hs 9.31 2.74 6.47 3.24 1.54 3% X 3% l 2500 10.50 3.09 5.29 3.02 1.31 1875 b 8.14 2.39 4.29 2.45 1.34 3 X 3 {.2500 8.80 2.59 3.16 2.10 1.10 .1875 b I 6.86 2.02 2.60 1.73 1.13 2 X2 .2500 5.40 1.59 .766 .766 .694 .1875 b 4.31 1.27 .668 .668 .726 O

  • Outside senensions across flat safes.

t Non. compact section for 7, = 36 k6i and I, = 44 hai. bending onry, 8 Non. compact secten for JP, = af hai. bending enty, Secteens suDrected to eviet compression et compression due to bending should be checsed for comptente een Specificateon Sect.1.5.2.2. AM8AICAM INSTffUTE Olr STEEL CONSTRUCfiON

7 TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 q,) s4A R C H 2 0, 1986 paae 71 TABLE 10 (cont ' d') 1 304 Y. STRUCTURAL. TUBING Rectangular x x Dimensions and properties Y DIMENSIONS l PROPERTIES j v.y axis no a,. ! we gni t x.x axis l "*,***' Eo"ot I, S, r, l I, l s, l r, In. l In. Lb. in.s [ en.. in.s in. en.s l In.. g in. 12 X 8 l.5000 ' % 80.95 17.9 P7. 56.2 4.34 181. 45.2 3.18 .3750 47.03 13.8 270. 45.0 4.42 145. 36.3 3.24 .3125 b 39.74 11.7 232. 38.7 4.46 125. 31.3 3.27 x .2500

32.23 4 1.48 192.

32.0 4.50 103. 25.9 3.30 .1875 b t24.50 7.21 148. 24.7 4.54 80.1 20.0 3.33 12 X 5 .5000 54.15 15.9 271. 45.2 4.13 S2.0 30.7 2.40 .3750 41.93 12.3 220. 36.6 4.22 75.0 25.0 2.47 .3125 b 35.49 10.4 190. 31.6 4.26 65.1 21.7 2.50 .2500 28.83 8.48 157. 26.2 4.31 54.2 18.1 2.53 .1875 b 121.96 6.45 122. 20.4 4.35 42.2 14.1 2.56 12 X 4 .5000 47.35 13.9 205. 34.2 3.84 35.2 17.6 1.59 .3750 36.83 10.8 169. 28.1 3.95 1 29.5 14.7 1.65 .3125 b 31.24 9.19 147. 24.5 4.00 25.9 13.0 1.68 .2500 25.44 7.48 123. 20.5 4.05 21.9 10.9 1.71 .1875 b $19.41 5.71 96.0 16.0 4.10 17.3 8.63 1.74 12 X 2 .3750 31.73 9.33 118. 19.7 3.56 5.62 ; 5.62 .776 ,.3125 b 26.99 7.94 104 17.4 3.62,i 5.14' 5.14 .8c5 i.2500 22.04 6.48 88.3 14.7 3 3.69 4.51 4.51 .83* '.1875 b

16.85 4.96 69.8 11.6. 3.75 3.70 ; 3.70,.853 l38.1 l3.10 10 X 8

.5000 54.15 15.9 215. 43.0 3.67 153. .3750 41.93 12.3 174. 34.7 3.75 123. 30.8 3.16 .3125 b 35.49 10.4 150. 30.0 3.79 107. 26.7 3.20 .2500 129.83 8.48 124 24.8 3.83 88.4 22.1 3.23 .1875 b t21.96 6.46 96.3 19.3 3.36 68.7 17.2 3.25 1 i 170. 34.0 ' 3.43 76.9 25.6 2.35 10 x 6 .5000 %. 47.35 13.9 63.1 21.0 l2.41 27.8 3.58 .3750 36.83}10.89.19l139. i .3125 ! b 31.24 120. 24.1 3.62 ! 55.0 18.3, 2.45 .2500 25.44 7.48 ' 100. 20.1 3.66 45.9 15.3 2.48 .1875 b $19.41 5.71 78.3 15.7 3.70 35.9 12.0 2.51

  • Outs *de dimensions aerons flat sides.

O t Non compact section for T,- 35 ass and r, = 46 hsi, when bessies oc:urs about X. X sais. I Non. compact section for 7, sm 46 hse. when bending occurs about X

  • X asts.

Shapes subiected to combined asialload and bending may not be compact under Saecifiesten Sect.1.5.1.4.1. Checa ail snapes for compliance with this section. Shapes subiected to assal compression or compression due to bending smould be checked for cornos.ance w.tn specit. cation Sect.1.9.2.2. Shao* sb to to bending about the Y. Y ames may not be compact under Soecincation AnttRICAM INSTITUTE or SittL CoMststucTion

a TUGCO Civil Structural Engineerine O TNE-FVM-CS-001 Rev. 4 MARCH 20. 1986 Pace 72 TABLE 10 (cont'd) 1 105 Y, STRUCTURAL. TlIBING Rectangular x x Dimensions and properties Y DIMENSIONS PROPERTIES w.ight x.x mS v.v mS l i m "== E.'o't 1, l s, l s r, 1, s, l r, h In. Lt. In.e In.' l In.e 'l In. l In.* In.

  • l In.

In. 10 x 4 .5000 ' % 40.55 11.9 125. 24.9 3.23 29.0 14.5 1.56 .3750 31.73 9.33 104. 20.8 3.34 24.5 12.3 1.62 .3125 b 26.99 7.94 91.2 18.2 3.39 21.7 10.8 1.65 [ .2500 22.04 6.48 76.6 15.3 3.44 18.3 9.17 1.68 ( .1875 b 16.85 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 6.77 64.0 12.8 3.07 4.33 4.33 .303 .2500 18.82 5.54 54.2 10.8 3.13 3.80 3.80 .528 .1875 b 14.41 4.24 42.9 8.58 3.18 3.11 3.11 .857 8x6 .5000 40.55 11.9 96.2 24.1 2.84 61.7 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 7.94 69.7 17.4 2.96 44.8 14.9 2.38 .2500 22.04 6.48 58.4 14.6 3.00 37.6 12.5 2.41 .1875 b $16.85 4.96 45.8 11.4 3.04 29.6 9.85 2.44 8x4 .5000 34.48 10.1 71.6 17.9 2.66 23.7 11.9 1.53 .3750 27.04 7.95 59.9 15.0 2.74 20.1 10.0 1.59 .3125 b 23.02 6.77 52.6 13.1 2.79 17.7 8.87 1.62 .2500 18.82 5.54 44.2 11.1 2.83 15.0 7.52 1.65 .It?$, b 14.41 4.24 34.8 8.71 2.87 11.9 5.96 1 1.68 8x3 .50% h I 31.05 9.14 ' 57.6 ' 14.4 2.!! 11.6 7.74 1.13 .3751 la 24 49 7.20 49.0 12.3 2.51 12.1 6.74 1.15 .3125 b 20.9C 6.15 43.3 10.i 2 (* 9.0! 6.34 1.21 .25M % l 17.12 5.04 35.7 9.16, 2.70 7.77 5.li 1.24 .1575, b i 13.13 3.86 29.1 7.23 2.74 6.24 4.16 1.27 8 x 2 l.3750 ' % 21.94 6.6 38.1 9.52!2.43 l 3.73 l 3.73 .760 .3125 ! b 18.77 5.51 34.1 8.52 ' 2.48 i 3.43, 3.43 .76s .25% 15.42 4.54 29.2l 7.31l2.54 i 3.03, 3.03 *.817 .1E!5 b 11.85, 3.49 ' 23.4 5.15 - 2.fi 2.47 2.49,.845 7x5 .50M M. 42,10.1 63 8 17.4 2.45 35.9 14.3 1.85 .3750 % i 27.04 7.95 50.7 14.5 2.52 30.0 12.0 ' 1.94 .3125 b 23.02 6.77 44.4 12.7 2.56 26.4 10.6 1.97 .2500 18.82 5.54 37.4 10.7 2.60 22.3 8.90 2.00 .1875 b 14.41 4.24 29.4 8.40 2.63 17.6 7.02 2.04 ' Outsede dimensions across f!st skies. $ Nen<empact secten for Fy - 44 hsa, when bending escure about X.X enes. Shapes subsected to combined esial sned and bending may not be compact under Speciftcetion Sect.1.1.1.4.1. Choo en shapes for comphence usth tnis secten. Shapes subsected to esset compresseen or compression due to beadmg should be checked for comphence with Sootification Sect.1.9.2.2. Sheses subsected to bending eDout the Y. Y ease may not be tempact under Specifhastion Sect.1.5.1.4.1. AMERICAN INSTITUTE Or STEEL CONSTRUCTION

C TUGCC Civil Structural Engineering-TNE-FVM-CS-001, Rev. A MARCH 20, 1986 Page 73 TABLE 10 (cont'd) 2 1m Y STRUCTURAL TUBING Rectangular

  • X X

Dimensions and properties Y OtMENSIONS PROPERTIES we.ht x.x mS i v., =$ u n~ = r",.'t z l r, l s, l r, s, l r e a In. l 1.1. Lb. In.s in.* In.s l In. l In.* l In.s l In. 6X4 .5000 27.68 8.14 33.4 11.1 2.02 17.6 8.79 1.47 ".3750 21.94 6.45 28.6 9.54 2.11 15.2, 7.58 1.53 s .3125 b 18.77 5.52 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 4.60 1.52 6X3 .5000 24.28 7.14 25.8 8.60 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 16.65 4.90 20.3 6.77 2.04 6.79 4.52 1.18 .2500 13.72 4.04 17.4 5.82 2.08 5.88 3.92 1.21 .1875 b 10.58 3.11 14.0 4.66 2.12 4.76 3.17 1.24 6X2 .3750 16.84 4.95 16.7 5.57 1.M 2.72 2.72 .741 .3125 b 14.52 4.27 15.3 5.08 1.89 2.53 2.53 .770 .2500 12.02 3.54 13.3 4.44 1.94 2.25 2.25 .799 .1875 b 9.31 2.74 10.8 3.61 1.99 1.87 1.37 .827 5X3 .5000 20.88 6.14 15.5 6.21 1.59 6.86 4.57 1.06 .3750, % 16.84 4.95 14.0 5.58 1.68 6.21 4.14 1.12 .312! b > 14.52 4.27 12.6 I 5 06 1.72 5.65 3.77

  • 1.15 t

.2500 % I I 12.02 3.54 ' 11.0 4.33 1.76 4.93 1 3.2? ' 1.13 .1875 b 9.31 2.74 8.37 3.55 1.80 4.02{2.68 ' 1.21 j 5X2 .2500 10.50 3.09 8.48 ' 3.39 1.66 1.92 1.92 .789 .1875 b I.14 2.39 6.89 2.75 1.70 1.60 1.60 .815 1 4X3 .2500. % 10.50 3.09 6.45 3.23 1.45 4.10 i 2.74 1.15 i .1875 b 8.14 2.39 I 5.23 2.62, 1.48 3.34 ; 2.23 1.18 i

.2!D0. %

t.63 2.59 I 4.69 2.35 1.35 1.54 1.54 .773 4x2 g .1875 b 6.86 2.02 3.87 1.93 1.38 1.29 1.29 .796 3X2 .2500 7.10 2.09 2.21 1.47 1.03 1.15 1.15 .742 .1875 b 5.59 1.54 1.86 1.24 1.06 .977 .977 .771

  • Cutsde dimensioas across flat suses.

Shaces subiected to combined asiae load and bending may not be compact under Specificatma Sect.1.5.1.4.3. Checs an sneces for cornedsance witm this section. Shapes subiected to assal compression or compression due to Sendens should be checked for comphance witn Specif cation Sect.1.9.2.2. Shapes sub,ected to bending aDowt the Y. Y eses may not be compact under Saecification Sect. L5.1.4.L l Aneta*AM lMsf atuit or SittL consraucToo

'IUGC0 Civil Structural Engineering-TE-nH-CS-001, Rev. 4 March 20,1986 Page 74 TABLE 11 C3DUIT NO257JL SIZES Nmdnal Ou* aide Diameter Diameter (Inches) (Inches) i 1/4 0.540 3/8 0.675 1/2 0.840 3/4 1.050 1 1.315 1 1/4 1.660 1 1/2 1.900 2 2.375 2 1/2 2.875 ( 3 3.500 3 1/2 4.000 4 4.500 5 5.563 6 6.625 O

e TUGC0 Civ1i Structurai Engineering O TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 Page 75 ATTACHMENT ' A' U+V4 1 MAX IRREGULAR TOTAL GAP l l ,,,--HOLE FOR C. LAW i g/WASHERfBOLT. T [CLA& 2 4,[- l i TRAY m :.............- / 'du d"y \\ DETAIL e__ H' OLE FOR 'f BO.T & WASHER CYPRUS OR BURNDY HUSKY r BOLT CONFIGURATION CLAMP MAXFILLER{lE. THICKNESS: FRICTION [ CLA h FRICTION TYPE NCRMAL ASSEMBLY j CLAMo atSEE NOTE 23 - TRAY -GAP (SEE FILLER I NOTE 1) [ TRAYf ggIg gp_ PLATE / / IF RE0' D i e i IF RE0'D J q l' THICK ( MAX) (BOLT FOR j ykGAPMAX(LENGTH & (TYP) T AY CLW ( A-30T MIN) (SEE WIDTH TO L AP(TOP + BOTTOM) DET A) SUIT) ( TYP) NOT TO EXCEED j' NOTE 2: NOTE: IRREGULAR GAP IN THE REGION'a,. FOR WASHER (IF RE0' D) DETAILS IS BETWEEN THE BOTTOM OF THE AND ORIENTATION SEE ATTACHMENT '81'. O CLAMP AND THE STRUCTURAL MEMBER OR SHIM. RECION'a'IS BETWEEN THE END OF BOLT HEAD OR WASHER. 1 IF PRESENT,AND THE VERTICAL CLAMP LEQ. IRREGULAR GAP TYPE ' A' CLAMP SHALL BEi MAX SH 1. OF 2

6 TUGC0 C ivi1 Struc.turai Engincer Ing (S THE-FVM-CS-001 Rev. 4 ( MARCH 20. 1986 Page 76 ATTACHMENT ' A' ( CONT) ALTERNATL s k AyMIN TRAY TRAY CL M TO WELD UI / g V y MIN SUPPORT / ONLY ~, SHIM PLATE BETWEEN TRAY & SUPPORT j' THICX( MIN) n (LENGTH & WIDTH TO SUIT) / (I TRAY ..x...... ms o V ~~" ~~~" ~ ~ " ' 4-BOLT a CACE LOCATION / OF SUPPORT SECTION f ( CHANNEL, ETC TYP) I p ( fN .... g .. 7.' j.' N 9 /TR l-l AY I I ~G CLAMC 70 Su:7 1 d ) f MIN WELD h NOTE: FOR INFO OVERHANG OF ' CLAMP' FROM SUPPORT ONLY STRUCTURE IS ACCEPTABLE AS LONG AS BOLT HEAD CR NUT IS WITHIN THE SUPPORT MEMBER. SHIM PLATE MAY BE FIELD FABRICATED AND PAINTED WITH ' CALVANOX PAINT' O WELDS FOR SHIM PLATE TO CTH MEMBER ARE NON-0 WELDS AND NEED NOT BE MEASURED TYPE ' A' CLAMP SH 2 0F 2

L TUGC0 CIvii Structurai Engineering TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 Page 77 ATTACHMENT 'A' ( CONT. ) X X 1.j'dRDHD TRAY ~ ~ ~ BOLTS (A307) d4VASHERJP W/VASHER i-FOR 24' & WIDER n n + TRAY-VERIFY x (PRESENCE u.. SEE ATT. 82) w_ o ~ CHANNEL E [A OR TS 8 1 RECORD WELD TYPE, SIZE. LENGTH, LOCATION CHANNEL NOTE: RECORD

  • X','t, IF PARTIAL OR FULL -

OR TS AND '*Y' DIMENSIONS h$hNkOA$ T O, KNESS EQUAL TO HALF PA NH FFILLETkLD VERIFY NO PRESENCE OF, BEVEL IRREGULAR GAP AT TRAY THIS INTERFACE f-( max) \\- C .P BOT OF TRAY Y TRAY g l GAP j ( MAX) O TYPE ' B' HEAVY DUTY CLAMP

tr TUGC0 C ivil Structural Eng ineer ir4 THE-FVM-CS-001, Rev. 4 MARCH 20, 1986 Page 78 ' ATTACHMENT ' A' ( CONT) TRAY 7 SUPPORT ', M. TRAY l CLAtt $( 2k) p ;.... .....,7_.... dBl. e ...g 'J t .l il MIN CHANNEL OR TS i 1{ MIN VIEW A-A SHOW WELD DIMNSION

  • NOTE:

IF DIFFERENT,FROM ABOVE WELDED CLIP IF { THK PLATE IS USED 1 CLAff SHOULD STILL BE IDENTIFIED AS A TYPE 'C' -O ON THE DRAWING BUT A NOTE SHOULD BE ADDED ')THKPLATEUSED' [ } PLATE-l SHIM E IF REQ'D l BOLTED CLIP 1' THICK (MAX) (LENGTH & \\ i VIDTH TO \\-TRAY HOLE FOR {' % BOLT SUIT) ( A-307 MIN) TRAY CLAMP I I SHIM ( FILLER PLATE) O( +{. d ), IF RE0'D 0 TO % \\ HOLE FOR j'p BOLT & WASHER lFI]LLER SUPPORT I ill \\ TOTAL IRREGULAR Il GAP BETWEEN CLAM 8-HOLE AS IN CLAMof PLATE s TRAY AND TRAY SHIM ,/ IF RE0' D SHALLNOTEXCEED{. 4 0 BOLT MAX FILLER R THICKNESS {' NOTE: O SHIM PLATE NAY BE FIELD FABRICATED AND PAINTED WITH 'CALVANOX PAINT *. VELDS FOR SHIM PLATE TO CTH M MBER ARE l NON-O WELDS AND NEED NOT BE MASURED. TYPE ' C' CLAMP BOLTED OR WELDED SH 1 0F 2

0 TUGC0 Civil Structural Engineering TNE-FVM-CS- 001, Rev. 4 MARCM 20, 1986 Page 79 ATTACHMENT 'A' ( CONT) ghMIN / ALTERNAT gV hMIN TO ELD 1 ~. TRAY

-l CLAtt

_To SUIT TRAY \\ r e-Sm ,/ f l h G ui Q ....... z. / N [m) r % MIN / WELD @NON O NEED g Vggyg NNOT BE PEASURED CUT FROM STANDARD TRANSVERSE TYPE TRAY 6 CLAMP CLAMP TRAY SUPPORT l .....................8......... /... ........../......y......... C /' / / / > ' ' / /..... I, TRAY / NOTE: OVERHANG OF

  • CLAMP' FROM SUPPORT l

STRUCTURE IS ACCEPTABLE AS LONG AS BOLT HEAD OR NUT IS WITHIN l O THE SUPPORT MEMBER. I \\j FOR WASHER tIF REQ'0) DETAILS l AND ORIENTATION SEE ATTACHMENT B1 TYPE ' C' C' L AMP SH 2 0F 2

U TUGC0 CIv1I Structurai Engineering A TNE-FVM-CS-001, Rev. 4 () MARCH 20, 1986 Page 80 ATTACHMENT '.A' ( CONT. ) X TRAY. X X d 4 VASHER $!. I FOR 24' & WIDER t ^~ g u n

  • x BOLTS A307) i ESEN r 9-i. (SEE ATT 82)

W/ WASHER p,h jf BOLT ( A-325 MIN) r r CHANNEL Y G OR TS l1 ~~ CHANNELi~[ E~ W NOTE: KECORD "X*.*G','Y' AND ANGLE DIffNSIONS SECTION - SECTION e=e TRAY IRREGULAR GAP AT THIS INTERFACE t'( max) HEAVY DUTYT f TRAY CLAMP N BOT OF TRAY j g HEAVY OUTY TRAY TRAY CLAMP d e j ( MAX) GAP TRAY NOTES: 1. OVERHANG OF CLAMP FROM SUPPORT STRUCTURE IS ACCEPTABLE AS LONG AS ] BOLT THRU SUPT BOLT HEAD OR NUT IS WITHIN ~ ~ THE STRUCTURE MEMBER.

2. SHIM PLATE MAY BE FIELD 0(1 1

iI . [ SHIM lE.1' THICK ( MAX d' ( CUT TO SUIT) FABRICATED AND PAINTED +- WITH GALVAN 0X PAINT.

3. IRREGULAR GAP BETWEEN

- - 0 TO } SHIM PLATE / TRAY CLA W AND SHIM P(ATE / STRUCTURAL MEMBER NOT TO EXCEED t' EACH. 4. FOR WASHER (IF RE0'D) DETAIL AND ORIENTATION SEE ATT '81'. TYPE ' D' HEAVY DUTY CLAMP

/ k-. V v MARCH 20, 1986 Page 81 ~ ATTACHMENT ' A' '( CONT. ) t 8 *p RD t HD B LTS INAY ( A30 T) RK X W/ WASHER .dbb dlf X( NOTE 1)- -X( NOTE 1) d i CHANNEL OR TS NOTE 1) !X(NOTE 1) i r i RECORD WELD TYPE. CHANNEL OR TS s LOCATION. SIZE, LENGTH. ,Y,,, WELD / BEVEL. IF USED. CAN BE EITHER SIDE RECORD X.t AND Y DIMENSIONS. OF PLATE. FILLET WELD IS ACCEPTABLE IF NO BEVEL IS PRESENT. FOR PARTIAL PENETRATION OR FULL PENETRATION WELD. RECORD THAT THICKNESS AS ( t/2). IRREGULAR GAP AT THIS INTERFACE TRAY d ( MAX). TRAY HEAVY DUTYdi' HEAVY DUTY ~ [- TRAY CLAMP BOT OF TRAY TRAY CLAMP , l.._ k I.. [ CAP l ( MAX) NOTE:

1. PEASURE HOLE CLOSEST TO EDGES ONLY.
2. FOR WASHER ( IF RE0' 01 DETAILS AND ORIENTATION REFER TO ATT.'B1*.

TYPE ' E' CLAMP AT TRAY SPLICE WELDED TO SUPPORT .n-w -__--------..._--,r.,, ,-y---

C TUGC0 CIv1i Structurai Engineering O TNE-FVM-CS-001, Rev. 4 x MARCH 2O. 1986 Page 82 ATT CHMENT ' A' ( CONT. ) X ANGLE. = RECORD DIE NSIONS TRAY X( NOTE 1)-- -X( NOTE 11 -l b- - -f 'TX(NOTE 1) .x 1 y p 1 i !X(NOTE 1) o g f8 ( RD l'p BOLT ( A-325 MIN) CL' A3 7 W/ WASHER g RECORD X AND Y DIMENSIONS. RECORD G AND ANGLE DIMENSIONS. ~ TRAY _ 7ppgggtgp cap AT THIS INTERFACE HEAVY DUTY % I TRAY CLAW f BOT OF TRAY l )--BOLT THRU - - - = = l SUPT CAP I gy;g p,1 j ( MAX; THICF ( 9X) ii C' ( d e M 3 CUT TC S'IT J NOTE: -:-- 0 TO }

1. HASURE HOLE CLOSEST TO EDGES ONLY.
2. OVERHANG OF CLAW FROM SUPPORT STRUCTURE IS ACCEPTABLE SO LONG AS ECLT HEAD OR NUT IS WITHIN THE SUPPORT MIMEER.
3. SHIM PLATE MAY BE FIELD FABEICATED AND PAINTED WITH " GALVAN 0X PAINT *.

4. IRREGULAR GAP BETWEEN SHIM-ANGLE / SHIM-STRUCTURAL MEMSER SHALL NOT EXCEED i EACH.

5. FOR WASHER ( IF REQ' D) DETAILS AND ORIENTATION REFER TO ATT. 'B1".

O TYPE ' F' CLAMP AT TRAY SPLICE ( BOLTED TO SUPP)

    • e-,,

.-,,,.,---------.,,,,,,--e-,,,-,,----,-,-v----, yy..

U TUGC0 CIv11 Structurai Engineering TNE-FVM-CS-001 Rev. 4 (1 MARCH 20, 1986 Page 83 I 4 ATTACHMENT 'A' ( CONT. ) TRAY ~ {Ti t TYP) CAP Z ts (TYP)p m .u5rna = hy BOTTOM OF TRAY l, gap y 1l RECORD WELD TYPE. rw SIZE. LOCATION ETC. z< o SUPPORT -=

  • CAP U

= - CAP V CAP ( U+V) l MAX. FOR PARTIAL PENETRATION OR FULL PENETRATION WELD, SHOW THROAT THICKNESS AS( tt/z) i X EDGE OF TRAY l m CL APf( SEE TRAY DET A ALS0) ,~ .~ J e' CLAMPS ON TWO SIDES OF ./ TRAY NEEC NOT EE IDENTICAL l .e' l DETAIL e__ PLAN THIS DETAIL MAY BE USED WHEME TRAY BENDS. RECORD Y, X DIPENSIONS IF REQUIRED. THE VERTICAL PLATE MAY BE BENT TO FIT THE CURVATURE OF TRAY. TOP HORIZONTAL PLATE MAY ALSO BE CUT TO O MATCH TRAY. TYPE ' G CLAMP

I TUGC0 CIvII Structurai EnginserIng f_3 THE-FVM-CS-001, Rev. 4 ~ s/ MARCH 20, 1986 t Page a:, ATTACHMENT A' ( CONT. ). t8 ' RD 3b7h W/ WASHER -- \\ X( NOTE 1)_ _X( NOTE 1) \\ H F X(NOTE 1) ~ ^ d A A A A IIII x 4 X(NOTE 1)..I..Y.. X..I.. C OR TS RECORD WELD (SIZE. LENGTH yg LOCATION. TYPE ETC.) RECORD ANGl.E DIFENSIONS l

1. MEASURE HOLES CLOSEST TO EDGES ONLY.
2. RECORD ON CTH DWG T 4E X AND Y DIMENSIONS.
3. FOR WASHER ( IF REC' D) DETAILS AND ORIENTATION SEE ATT Bl.

.u IRREGULc GAP AT T;rtIS INTER? ACE g ( MAX' TRAY TRAY l i HEAVY OUTY

  1. ~

d t OR l 30* T ( j OLE t [ NOLT [ i B T I f-

  • HOLES OR BOLTS IN THE SAME CROSS-SECTIONAL PLANE
    • HOLES OR BOLTS NOT IN THE SAME CROSS-SECTIONAL PLANE MUST ALSO MEET DISTANCE CRITERIA (GREATER THAN 2", CENTER-LINE) AND HOLE SIZE CRITERIA (3/4" DIAMETER OR LESS).

g

o TUSCO Civil Structural Engineering TNE-FVM-CS-001 Rev. 4 MARCH 20, 1986 pace 102 ( ATTACNMENT E UNIT 1 CASLE TRAT MANGER DESIGN ADEQU ACY WALK 00W CNECKL IST (Reference Precedure No. TNE-FVM-CS-001 Rev. 4) CTN NUMBER: - un,.-- AS-SUILT WALK 00WN ENGINEER: AS-SUILT WALKDOWN ENGINEER OR CRAFT PERSON: WELD GRQUp WALKDOWN ENGINEER: (FOR STEPS t3, 14 AND IS) WELD GROUP WALKOOWN ENGINEER: LOCATION OF CTH: 1. BUILDING 2. FLOCR ELEVATION 3. ROCM NO. 4. MAP NO. S. A. TYPE I NCDIFICATICN FCCM NC. (If Applicable) 8 EMSED ATTACMMENT FCCM RECElp? ACNNCWLED3 MENT (if Apstiaante) NOTE; 1. This ehecklist is to be used in eenjunction with precedure TNE-FVM-CS-Oct Rev. 4 to assist the wathdown team in semptying weth the precedure and does not substitute for the pretedure. 2. This shoekilst supersedes, but.does not impact any prevleus sheehlists Benersted in sempelsnee with precedure TNE-AS-CS-1 and CD-El-4.0-73 er prevleus revisions of TNE-FVN-CS-001. k

a TUGCO Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 MARCH 20, 1986 page 103 ATTACMMENT E (Continued) CRITERIA FOR WALK 00WN TEAM t. Correst dimenstens shall have a green Ink sheek mark placed adjacent to, or above the dimenslen en the drawing. 2. Inserrest dimenslens shall have a single line drawn through it and the "as-built" dimensten entered adjasent to er above the "as-designed" dimenslen, and both dimenslens shall be eleudos together. These entries shall be la red Inh. 3. Olmenalen and/or any other attributes whleh are Inassessable for verifloation purposes shall be identified by entering "lA* adjasent to the "as-designed" dimension andler attribute and sleuded together. These entries shall be In red Ink. (Note, in the esmments solumn the reason for Inaeessalbility 3.e., thermelag, ekstruellen, etc.). 4 All entries en "as-design" drawings are to be made in either green, red er black haft maint man. Ne other types of writing implements are to be used. S. All steps en ehecklist are to be sempleted, ne steps are to be left blank. g. If mere reem is required for esmments than provided on checklist use a separate sheet ef paper and laael it with the CTH number and attaen it to the back of shoektist. 7 ff a cheek mark is placed in the No solumn put a belef esplanallen why, in the somments solumn ti.e., N/A for Not Applicable, inassessible. welded to emoedded plate, no additlenal attachments to support, etc.). g. This chechilst is te he t'llied out using a black ball point pen. g. The Type i Modifloation Perm when required will be filled out uslag a blash ball point pen. IO. For efficeeney of resources all C?Ms will be verified in the6e enttrety regardless of the esistence of a "NC" en the checalist. Thea is resulted se that any and all defleiencies can be address at one time. -_--,_,,-,my.- ---_,.-.,-,-,_-,_--r-,--,wm.,-,-v--w

s TUGCC Civil Structural Engineering TNE-FVM-CS-001, Rev. 4 MARCH 20. tese page 104 ATTACNetsMT E (Continuset I I I I I t CMrcutts7 stret aNo erscatp? TON t COperNTS t Yrt t 40 f 5 I I I I i 1. Mave you vertfled that Field Engineering i I I i has Indleated on Sheet t that they have i I I I I performed the tasks described in i I I I t para 1 2 2 At i A t t t I i l i l i 2. Have you used the leastlen plan en CTM 1 8 I I I drawing to find CTM in the field and I L l l I verified that the tagged nummer en the CTM i I i i f la the name as the CTM te he *an-Bultt** t t t i ~l i I I I I 3. Have you sheeked to see if the "As-Design" 1 I I I t and *As.Butit" eaaffauentlant are the sama't t t t 3 1 I I I I 4. Have you ehetched in Red Inh any differ-l i t ancas fram,tha "an Dantenas" aanfleurattan't t t I l I I I I S. Have you added any dimenslens required but i i I 1 i not shown en the *As-Des 6sned" drawingf I i i i g i Thans antelas thaft ha in rad ink-t t i f \\- t i I I I I 6. De all assestable dimenstens and/or I t i i I attributes have a green shock mark i I I t fEPfloria 99' t t t t i I I I I i 7 Have all non-semptying dimenstens and/or i I t I t at'*taufen hear eeeeeeted ft storia 29' t t t i i l i I s. Mas

  • lA" teen entered for all Inassessible I I

I i 1 enmeaninen ame'er attelhuten feriteeta St* t t ? I I I I i 1 9. Verify anchorage detall I I I i l I I I 1 8 a Have you ver6 fled support anchorage, I I I i 1 suafase mountos plate er angte are t i I showe Is4se & thiehnessi, if N/A, 1 1 1 1 i I identify 6f it is a welded installatient i l I t e, wea e c*u aumba* 69 4s ee= mea with t 8 I I I I I b. Have you checked for e gap behind the i I I I I base plate and er anglet Record en i I I I I en the Type i Nodifloation Form gaps I I l I i greater than 1/14" twtthen the 8 I I I envelope of 3" s 3" with espansion I i l I anche, er kneher hatt at center, t i f f i 1 1 I I I a. Have you sheshed to see if the base i I I I t m e nte madter amalan are ehlmmes' t t t t i I I I I I d. Have you sheehed for spacing violattenal 1 I i t trem ustt hetta twee e* ututt te-t t t t

TUGC0 Civil Structural Engineering THE-FVM-CS-001, Rev. 4 MARCH 20, 1986 (O page 105 d ATTACHMENT E (Continuedt 8 i 1 1 I t ewtCRLtBT STEst aND BftCRte? TON t COMMENTS t VfB t NO t i i I I I i 1. Anaher helta en separate adjacent I I I I fisturest (If in elelatlen record I I I i 1 distance, diselpJine a unique 1 I I I I Identffloatten an"swa 1 i t t t i I I I I I 2. Embedded plates (If in violatlen i I l i i reened an dwa) t t i f 8 I I I I I 3. Edge of eonerete including wall and i I I I I fleer penetrattens (if In violatlen i I I I I resore en dwgl. Abandoned ancher i l I i I holes er unused espansion ancher i l i I I belts. 'tif in violatsen record on i I I I I dwa i t t t t I 4. Heel of the angles used for water i l i I \\s-I tight deers and/or removable bleek 8 I l l 8 openings (if in violatlen record on i I I ,I f dwe.) t t i f I I

  • I I

I I e. Have you verified the ancher belt type I l I I ti.e.. Hilti Kwth Selt. Hitti Super I I I I Mwik Belt. Richmond Insert er thru I I 8 I t bettst' t t t I 8 I I I f. Have you verafted the ancher belts for ! I I I I the fellowing' I I I I I I i 1 i l i 1. Material type (Richmond Inserts I I I t enIw1 ee see t _, ?arte 9 t t t t i I I 8 I I 2.

Site, 0.a.,

prejestion & Best i I i i Length verifloation (projestlen 4 8 1 I I I Belt Length identifteallen is for I I i I t Hett# Egij entv1 Rare

  • te Tahte e '

t ? t I l i I t ? Ouantity t I I 1 I l 1 4. Leestien of member weth respect to 1 I I l l noten 6 I I I I S. Centerline helt distance from heel 1 1 I i i of angle er thannel 4 etc. (Oage i I I I I WImenslen. Refer to Table 10 or i J l I t Attc) t t t t i I I I I i 10 Have you identitled the Cable fray Clamp I i l i A l Type used9 Refer to Attachment A, tDraw i I I I / i I detail of elamps not shown in Attashment A I I I 3 \\s,/ e' aat deta!!ad en ene desw6ne ) t t

TUGCC Civil Structural Engineerlac THE-FVM-CS-001, Rev. 4 MARCH 20, tess O Pace 106 ATTACHMENT E ICentinued! I 1 1 I I t CME 2KLlET STEpt AND SERESlpffGN 9 COMMENTE f YER f NO f f I I l l I s. Have you eheeked for gaps In eseems 8 1 8 8 i ef.the ma:Imum allowed as shown en i i t i I Attachment A tif in essess record on i I I I t TMF) f f f f 1 I I I I I St. A. Old you verify the no. of Cable Trays I e I I en support and aire teleth 4 depthi of I I I I I Cghte,lrays fafra antv If wlalkfal' f f f I

  • I l

l l l i 12. Old you seeste the Catte fray within i i i i I auamart' I f f t I 1 I I I i 13. Have you vertfled and green eheeked all i I I t I welds in sempliance with the "As-Designed" i I I I t drawina? t f f f f 14, Have you sketched in any differences in I l I t the "at-ButIt" wald avmbete' f f f I l i I I I I IS. Have you added any weld symbols required I I I i t but net nonwa en tha aan.canianada drawsne't ? 9 f f I I l l i 16. Have you shocked for any addittenal attach-l i I I t mants te etu ? t t t i I I I I a. If attachments are Conduft. pipe, ele. I I I I I I I I I I l. Old you record slee. Identify i I I i 1 attachment and make a shetah en i I I I f dra tae* 1 I I I I I 2 06d you record span LI 4 L2 et I I i i f attaemment' f f t t 1 i i I I t. If snether CTH la attached i I I 1 1 8 I i 1. Old you record the attaened CTH I I I t f w egr' f f ? f 1 I I I I I 2. 06d you show how the two CTH*s 1 I I I f ora attaehad - t t f f t 1 1 1 1 1 17. Have you vertfled the esistenee of a went i 1 l I I hele in tube steel or any elesed settlen i I I I I member having sever plates used laside i I I I t t heJ ait AJJLale n t '

TUGC0 CIvii Structurai EngIneerIn2 TNE-FVM-CS-001 Rev. 4 ATTACHMENT

  • F' (CONT'01 MARCH 20, 1986 O

BASIC DIMENSIONING REQUIREMENTS Page 107 b. d. n r -- l SIZE L e gV L bl' 'l D SIZE 13 Di r_ _ _ _..I I i i i i li 'l i i i i d2 '. i-i i-i D l l l l ll r_ _ _. ll ii M h l l l l 6-1 I1 i If I1 g L _. J LU -r r-ELEVATION A-A SECTION B-B SECTION D-D O a .,c, wr w a E I T !i d ll L J t. yl I '_ ' f * * *

  • d = = a a m-p*I'9 El il lw ll'.

l' 3 b=P la 1 i-a p. i ! J 4, 2i, ,} /%??T= rey,.$~Y E t : u v.;,; l' ~ 4./ A.p ' l , \\' s { T. COL __ l 4-a u A t l n u SECTION C-C 's, '_Ly '". -~. ~~ - l g coi,.. s i 's ij J l e i ,~ I, h O i i i l/,,, g A 2 N hL a 3 C FWP f Q Q

  • THIS DIMENSION IS NOT i-REQUIRED AS AS-BUILT WELD LENGTH WILL BE GIVEN.

ROOM NO. i e art a..

p.... et e, ri

c JEC' D TUGC0 Civil Structural Eng ineer ing TNE-FVM-CS-001 Rev. 4 O MARCH Page180,1986 N./

I-ATTACHMENT

'F'( CONT' D) 7 BASIC DIMENSIONING RECUIREMENTS EDGE OF I i PLATE m N p:..................... p A................., e SIZEN LENGTH k [ SIZEV LENGTH ~~' [ 7 W d L6)(6X{ 2 2' -10 LONG b 7 SIZE & TYPE ~f f 0F BOLT ~ }._ + e ~ 9 e D 'r PIPE 7:............ o I I SUPPORT 9 SIZEA LENGTH [ SIZEV LENGTH SECTION B-B o) -yB ( OVERHANG FOR CANTILEVER BEAMS AS SHOWN BELOW. ELEVATION A-A o I e .) E .'m f l i i .:., L 1 xa \\ ., a /e 'I ,a v, a / .*e / !j te .i at ".... s. 4 ~ 1 I l I i ....:s f .L;.1. FOR CALCULATIhG GA3E L:.Ni DIM 2NSION FOR ANGLES ADD

  • THIS DIMENSICN IS NOT THICKNESS OF ANGLE.

RECUIRED AS AS-BUILT WELD LENGTH UILL BE GIVEN. ADD THK 4* f* FOR GAGE MEASURE THIS N' j O s * *e i_

    • s

+ + M.. END OF THREADED INSERT ( NOT NUT) PRO JECTION. I ROOM NO.

TUGC0 CIv11 Structurai Engineering c.s T NE -F VM-CS-001, Rev. 4 V) ATTACHMENT

  • F' (CONT'D)

MARCH 20, 1986 / BASIC DIMENSIONING REQUIREMENTS Page los d2 c Q 7-FWP] A B / B i/ Yn ..p.. ..p.. \\ \\1 fi.I.'.Ti".35 " a\\ \\ q 'D31NSIONSREQUIREDWHEN g1B ONLY THE CABLE TRAY IS COVERED. V g% a. PLAN A 8 ll ll u' R !! ll ll l TL Q 11 l ll-I ]~ f-ll -Il I ll l r - -- - - - - - - l l ljl Fr i 11_ W======'=9i r , f c,e eETwEEN ii i i Oj l0 l CONCRETE & STEEL il_.L NOT NOT _ NOT ~ EQ' D REC' D i R ~ ABANDONED HILTI. HCLE. ETC. / D!MihS:CNS PECU! RED V-EN / S H T-E OAE'E TRAY AC 4 THE CTH A:E COVERED. Fh -.!,'1 '\\ bM I i /t ps is c ,. _ _ _ 3 4 EDGE OF L6X6x] X2'-1 LG l l CONO COLUMN ll ll ll ll SHIM PLATE l ll_ mys.e,2,3 3.,ll ll ELEVATION A-A ll lF 11 11 c !B Il l l: - - - - - - - - -I l II S. <r ll ll ll 4 4l 11 11 11 11 I I l I L N" di 11 l -) l l 4 l l Ir 1 l l ll ll ll ll 0uCT I I Il I ~~ ~ ~' ~ ~ ~ - ~ l II f ^ i lL _[1 IL _ll il ll ll I! a a Ia DIMENSIONS REQUIRED FOR LOCATINO AND l ST71N^. DHS N TS.

LF TUGC0 CIvii Structurai EngIncerIng /m T NE -F VM-CS-001, Rev. 4 2 h ATTACHMENT 'F * ( CCNT' DI MARCH 20, 1986 BASIC DIMENSIONING REQUIREMENTS Page tio COLUMN OR I CEILING l 1 =::=2:=:*: OVERLAP OF i 7~~..., 9 g PLATE & ANGLE / CHANNEL

~[
'l: ~ i :

-FOR EDGE I ,T- :: DISTANCE & s ...T

T ::

( To ( u

j ji-ji DISTANCE ji -EDGE OF I'Y 2

-a VIOLATION. .,l EMB P. .+ m i b k1 ,,,J !ij 4:- B h! i* il} FROM EDGE OF BEAM i. TO E F WP SECTION B-B

I::
'::l:
1:

0'

p; FVP
I; ul ':

',, [' d2 !,'i, l: i__.....- i-FOR VELDING VIOLATION ili d2 i!! IDENTIFIED BY OC

'l:

il: r s 6 + I Ln r 1. I I E EC' D ""I. CTh N I i \\\\' l y....\\...... ELEVATION A-A ~ ' ' ' ........ ~......... EMB R ~ CTH PIPE Q k SUPPORT FOR VELDING VIOLATION IDENTIFIED BY OC N' O j PARTIAL PL AN ROOM NO. EM3EDDED R ATTACHMENTS

s y avis.

  • /:

3?a3p ' Mil E5..l" 't.A.Wi.t'.u.l' "" t i r Q . ~.-.- / . / 3 tul ) .'.I.h."g.M. 'l.l.g.. I -r.-. y i ,e / / .__.f-. ,,,.....,x.T d-. l + + L- .. 3':FE'.r N', g i @. +_. ..t._. d -^ t. yapy,gg.. r:r.ar- .....,7,,, ;. 4 ...... 7-1 I w..P.LN8 _FL*8ttsl=tt 4 M L g.rtics I s:=swe se w.oe wnee arrass { ' mi&Esar l 'j ...si

i.,

(;. im. __.,m ; i -3 n,c,.ei. 3 y . eues n. a i s .,s... ) ~, l p-H s.nen.1 \\ u , munimA.-I l, : ,sanone1 ,;. 4__. ,.we vi sm7,. 9 , swenn aml genics =- x n aee ' -==- netsms u u f'flt/PWW/P8-o = x -* -* 1 .>2c

't *-1

'aar te m s ci "ag , m,u,,,,, .h ua se e a wy l-_e s x up a l ,i_ s se.msese e g. _ ' g; g gF2 io.- - 3 I--* 3llhh hh . [. Mg.'"i.2.'u# l.i1Mf' eo ) ( 5a a's \\ i. p ina =oa ./. 1. ',, n. im/ j TEXAS UTILITIES ,I, J l _r- _.2 s-.-,.' " "". CENERATING'CO. ,8 .i x* 'T.*I,. 1"'" x* S CABLE 1 RAY HANGER < s a e s.- CLASS 1 SPAN LENGTHS 8' l3 m' ,s$ f*UtIt'sk" .t 8.Ict E*ft. SAFE T.Y-flEL ATE 08 are se ties a ess nu casssms a c.*.s s t enema u e- [LLY4llQH ELEMII@53 6LLllMt cas.se se. ca. tent. Clos-8-GL-Lt9E88.r a 33 gg sare er ciaes a ese s es sm e e r es ass s ass cnese ee as na m + =e 3 4 S 9 3e

g TUSCO Civil structural Encincorlag THE-FVM-CS-001, Rev. 4 MARCH 20, 1984 pase 112 m ATTACH!'.:.'NT "G" e e A d. &.t!=. -. i8 s a. s3 wd .. s, !![ = s,. l

2. 7.
e '3l*E S

s M c, c.s 1 1 8 t- -JZ w *2 d 5 T + ~,- fi .ri!l ,ne. <W -4

s e I IG fH m

5 m w 8 nr -Td f~ ~ mi ! F a g il.!.0'iiill,s. - i

c..

i .s s. 9 . - w. w ;.....,. =...- ..:..a u ag .9 j gg q, =i==>..=n -T' 2L.-. a Sa. --A,... .,.:. w 2, a-n n._. ,y., =. s r- .8 .9. e., :t.. - - ,n -t 1-t- $ 33 m'"mej IsII'. ,. 3 n!

s...

i. 8 mg~;;: A g r a m.5 )

Q V-e C

,t!

h.

tiis . d.i n -" 4:i. Axu u I, -(! 'f. E. n d-E_f,'f ~ c.; v .(--- gn. -, E: 3= 8 s

. c..c.,. _,..,.

s a3 u_.,. _ 33 i ~ .E. .+T .4 =- --T .l.. i g . _r 3 a .a + i g I 5 as -f --) - .i. 3 s s 3 J :. s

5.,

rW- ..~W y t t -.:., i Ek (7 - gi g 5 s'I '. s g i r ei ! s' ' 3 - - = = .c .s. i i g-s e 9E g ,i.!., = -a-c -I l 't -- " ~ r i ... E -f g . g: g= n/n&n-g/ { si I l g z. l 't i - -.__g. if I: 3 88 - m.,. [ - i 'I i s 0 h .---_.f._ " E. a -s we .1 i a K' 1'... ; g_ ! :I l g-7 5 _1,( . I! s s t :. .d e e g ~ s-i e g; o d g g. -a r,r-b s E... w '. - 8 e. T. .E. o . ~ = = - ens, ir w-- v m. _,,.-.,.7,.,

L TUGCO Civil Structural Engineering-TNE-FVM-CS-001, Rev. 4 ) MARCH 20, 1986 sy/ Page 113 ATTACHMENT H ITEMS TO BE DELETED FROM THE CTH DRAWING The following 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. 4. Resultant dimensions (i.e. where the sum of a string of dimensions would not add up to the overall dimension due to allowable tolerances). 5. All tolerances listed on drawing. s 6. The unused item from-design and/or construction notes where an option is available to the installer (e.g. 1/2" or 3/8" plate, L5": 5 s 3/4 or L6" x 6" x 3/4, etc.) 7. ' Specific installation and/or construction notes that serve no purpose after construction is completed. 8. Notes referencing " Location Plan Dimensions" and "For Specific [ Details" and any reference to the notes on the drawing. l 9. Scope for Diagenal Brace Note calling for equal leg lengths or one leg not greater than 1.5 max of the other leg, i.e 1 1 (?.! mtm) 10. Delete word " type" when shown on the support to denote clamp type. 11 Note " Grout as Reg'd" NOTE: Additional i* ems may be required to be deleted. Additional d is l a t i o n s will be done at the direction of the Design Adequacy Supervisor by memo. \\ NOTE: Items 1, 5, 6, 7, 4 9 are to be left on the drawing if the CTH is IA. This information is required by DVG. O

L TUCCO CIVIL STRUCTURAL ENGINEERING TNE-TVM-CS-001. Rev. 4 O March 20. 1986 Page 114 TO: UNIT 1 CTH MANAGER DATE ATTACHMENT I UNIT 1 CABLE TRAY HANGER DESIGN CTH ATTACHED TO EMBEDDED PLATE (REFERENCE PROCEDURE NO. TNE-TVM-CS-001 REV. 4) CTH NUMBER: AS-BUILT Wl.KDOWN ENGINEER: LOCATION OF CTH: 1. BUILDING 2. FLOOR ELEVATION 3. ROOM NO. 4. MAP NO. 5. TYPE I MODIFICATION FORM NO. (if applicable) The above CTH has one or more members attached to an embedded plate. This fact is brought to your attention and further disposition. t O ( l

9 TJGCO Civil Structural Engineeriig DE-FW-C5-001, Rev. 4 March 20, 1986 s' Page 1I5 ATTACHMENT J 2ere e#aMai angles are used for framing wa*m tight decr or re:cvable block wall openings, the rrdriw. clearance frcr. cen's.r line of hilti anchor to the ope.i:xJ edge is 5" plus 5 times the hilti anchor diameter. Ed:e of ~ 6"+6d " ce +a* Line of ? Ope:ung Hilti A*.chor d= Diameter of A t or Hilti ) 0- 't. e e S 6 ,c A- /\\ l t ( a i l l .}}

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