ML20203A008
| ML20203A008 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 02/26/1986 |
| From: | Bajada E, Kaufman A, Patterson A EVALUATION RESEARCH CORP. |
| To: | |
| Shared Package | |
| ML20202J051 | List:
|
| References | |
| QI-053-01, QI-53-1, NUDOCS 8607170159 | |
| Download: ML20203A008 (106) | |
Text
Page 1 of 17 U,,
EVALUATION RESEARCH CORPORATION CONTR0u.ED CO?
CONTROL N0. X COMANCHE PEAK RESPONSE TEAM QUALITY INSTRUCTION FOR ISSUE-SPECIFIC ACTION PLAN VII.c.
INSTRUCTION NO.: QI-053 REVISION NO.:
1 ISSUE DATE: 02/26/86 REINSPECTION OF CATEGORY I CONDUIT SUPPORTS /I-S-COSP Prepared by:.'
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Issue Coordinator Jbh[f6 Approved by:
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On-SiteQARepresentaffve Mc'
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Date:
b QA/Q Revisw Team Leader
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QI-053 Rev. }
J 1.0 PURPOSE To provide methods to be used and the accept / reject criteria to be applied when performing reinspection of conduit supports.
2.0 APPLICABILITY This procedure applies to reinspection of samples selected fron the conduit support population at Comanche Peak Units 1, 2, and l
areas common to both units. This population is described in the Population Description for Conduit Supports.
3,0 REFERENCES 3.1 Memo QA/QC-RT-449 to A. A. Patterson from R. H. Brown delineating documentation used in development of procedure, including specific sources for attributes and exclusions.
3.2 CPP-009, " Performance of Reinspection and Documentation Reviews."
4.0 GENERAL 4.1 Responsibilities 4.1.1 QA/QC Discipline Engineers The QA/QC Discipline Engineers prepare the inspection.
procedure delineating reinspection requirements and attributes.
4.1.2 QA/QC Inspectors QA/QC Inspectors perform reinspection / verification in accordan:e with Ref. 3.2 and this inspection procedure 4
and record observations and deviations.
4.2 Policy Activities performed under this procedure shall conform to the policias contained in the latest Comanche Peak Response Team Program Plan and Issue-Specific Action Plan VII.C.
5.0 INSTRUCTION Using the information in Reference 3.2 and below, perform the reinspections on the items in this population and document the O
results of the reinspection on the checklist. Attachment 6.1.
1 2
- - -,,. - _.. -,, -.. ~, -.
QI-053 Rev. T O
5.0 INSTRUCTION -(Cont'd)
The general notes portion of the drawing series 2323-S-0910 for Unit 1 and common areas and 2323-S2-0910 for Unit 2 are included as.19.
They are used in conjunction with the generic / design drawings for the supports.
Verify that the support or the junction box is marked and that the associated conduit agrees with the conduit support number. If support number is not marked, record this fact on Attachment 6.13.
1.0 Orientation Verify that the orientation of ccaduit with respect to the support is in accordance with the generic / design drawing.
2.0 Con figuration 2.1 Components a.
Verify type, size, orientation and/or catalog numbers for all support components are as a
shown on the design drawings. See Attachment 6.12 when verifying rolled steel shapes or tube steel.
b.
Visually verify that support components are t
not damaged (i.e., gouges, bent flanges, etc.) The acceptability criteria for surface defects is:
r 1.
It must be blended uniformly 2.
Depth of defect no greater than 10% of original for t 3/16" 1/32" for 3/16" t
3/8" 1/16" for 3/8" t
2 1/8" for t 2"
2.2 Dimensions a.
Verify fabricated support dimensions and general configuration is as shown in the applicable generic / design drawings. If not shown on the drawing, the following tolarances shall apply:
()
Length 12" t 1/8" 3
QI-053 Rev. i O
5.0 INSTRUCTION (Coct'd) 2.0 Configuration (cont'd)
Length 12" 2 1/4"
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Hole Centering Locations 1 1/8" Attachments to Baseplates i 1/4" b.
Verify that the thickness of plate elements equals or exceeds the minimum called for on the applicable drawing.
2.3 Conduit Bearing Verify that the conduit bears completely on the Unistrut ot the structural member for the width of the clamp.
2.4 Clamp "t" tolerance Verify that the gap tolerance between clamp and support surface is in accordance with the allowable shown.on Attachment 6.14, sheets 1 or 2.
O
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2.5 Tube steel. vent hole (Inside the kaactor Building Only)
Verify that capped tube steel is vented either by provision of vent holes (3/16" to 1/2") or by breaks in the cap to tube welding.
2.6 Base Plates Verify that base plates fit flush against the mating surface. The following is acceptance criteria where base plates are not flush:
The gap between the plate and concrete for a maximum of 20% of the plate perimeter may exceed 1/16 inch, but at no point shall the gap exceed 1/2 inch.
If the above acceptance criteria is not met, the inspector shall, using a feeler gage, map gap depth beneath the baseplate and determine i
if the area exceeding 1/16" gap is limited to less than 20% of the baseplate area. If
.l verified the attribute is acceptable.
O i
4
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1 QI-053 Rev. 1 j
5.0 INSTRUCTION (Cont'd) l 3.0 Capacity / Span (Unit I and Common Areas only, Ref Memo j
QA/QC-RT-449) 3.1 Capacity The following items shall be verified, as shown on sketches included in the individual support reinspection packages in order to provide verification for the acceptability of the support capacity:
NOTE:
For design purposes, the Bisco Seal Block is not considered to provide support for conduits which pass through the material.
a.
Size and location of each conduit on the support.
b.
Length of adjacent spans for each conduit on the support.
c.
The presence, size, and type of any electrical fittings not independently O'
supported including fitting distance to support, to adjacent support, and length of adjacent span or depending on support type to next multidirectional support.
d.
General layout dimensions of the major-members of the support.
e.
Any additional items attached to the support.
f.
For multidirectional supports'en suspended l
runs only, verify the layout sketches of all conduit on the support being inspected, from that support to the nearest multidirectional supports that are on the conduit runs, each side of the affected support.
l g.
For transverse supports on suspended runs only, verify the layout sketches of all t
conduit on the support being inspected from that support to the second closest multidirectional supports, on each individual span, each side of the affected support.
O 5
a QI-053 Rev. I O
k_ l 5.0 INSTRUCTION (Cont'd) 3.0 Capacity / Span (Cont'd)
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NOTE: 1. Multidirectional supports are supports braced both axially and transverse to the conduit run.
Transverse supports are these supports braced only transverse to the conduit run.
- 2. Tolerance shall be as follows:
Location (21") Lengths 3" but not to exceed maximum allowable span in
. accordance with attachment 6.15 sheets 1,2,10 through 24
- 3. Any fitting in the conduit span or items attached to the support that have not been indicated on the sketch shall be noted on Attachment 6.13.
3.2 Span Configuration Verify spans on either side of the support a.
being inspected fall within the maximum span criteria for either straight runs (Attachment 6.15, sheets 1,2,10 through 13 and 15 through
- 20) or radiused spans (Attachment 6.15, sheets 1,2,4,13,14 and 15).
NOTE:
LA type support spans in the diesel generator bldg. are governed by the same allowables as those for the safeguard b1dg.
b.
Verify support distances from tangent points of radiused conduit are in compliance with.15, sheets 1,13 and 14.
Verify spans on either side of the affected c.
support that are carrying unsupported electrical fittings are in agreement with.15 sheets 1,2,13, and 15.
NOTE:
Where this dimension exceeds the corresponding dimension in 3.2 a.
the latter shall govern.
N d.
Verify that changes in support configuration 4
from wall / ceiling to suspended are in accordance with Attachment 6.15 sheet 3.
6
4 QI-053 Rev. I gm iN-5.0 INSTRUCTION (Cont'd) 3.0 Capacitv/ Span (Cont'd) e.
In spans carrying LBDs verify that there are no threaded conduit sections within 2" of the adjacent supports.
f.
Other span attributes, i.e., overhangs, length of flex, etc. shall be verified on a case by case basis.
The need to verify these attributes will be identified by the inclusion in the individual support package of a marked up dr& wing with the additional attributes requiring inspection.
NOTE 1: Verificatien of support capacity attributec rill be determined by the responsible QA/QC discipline engineer wit'h concurrance by the QA/QC lead discipline engineer using a " Support Loading Verification
("'
Sheet." This sheet will be included (m,]/
in the individual verification package. Summarization of these findings will be noted in the appropriate section (i.e., Section 10 Capacity and Span) of the ERC Data Base Report, by the responsible QA/QC discipline engineer. This report will also be included in the individual verification package.
NOTE 2: For junction box supports not requiring load verification, the number of conduits entering the junction box will be noted in writing by the responsible QA/QC Inspector on Attachment 6.13
" Supplemental Remarks." This information will be used in the corresponding documentation review package to determine adequacy of the support capacity.
(Ref. dwgs.
2323-S-910 Sh. JA1, note 4, R15 and 2323-S-910 Sh. JA2, note 2, R16) 4.0 Material Verification 4.1
' Record the heat / mark number or unique identifier of non-catalog items (i.e., tube, steel, plate, etc.) on.2 for later use in document review.
If missing or illegible, record such on form.
7
Q1-053 Rev. l J
5.0 INSTRUCTION (Cont'd) 5.0 Bolting 51 Engagement a.
Verify that all bolts and weld studs are flush with the top of the nut or extend beyond or meet minimum thread engagement specified on the generic / design draving.
b.
For Unistrut spring nuts verify alignment of nut grooves with Unistrut clamping ridges.
5.2 Washers a.
Verify that washers have been used when called for in the generic / design drawing.
See also Attachment 6.19 sheet 3.
Installation of washers not called for on drawing is not cause for rejection.
b.
Verify that beveled washers are used where required.to provide adequate bearing (i.e.,
'N when slope in contact with bolt is greater than 3 degrees).
See Attachment 6.8.
5.3 Edge Distance Minimum bolt edge distance on field fabricated items (i.e., plate, etc.) shall be in accordance with.9.
5.4 Richmond Inserts a.
If the information necessary to calculate i
thread engagement is available on the design drawing, DCA, marking on the bolt, etc. then verify the thread engagement for Richmond Inserts is at least two (2) times the bolt diameter plus 1/8 inch. Thread engagement shall be calculated as shown in Attachment 6.18.
Where bolt length information is not ret-levable,'the length shall be determined by an ultrasonic examination performed by Brown & Root in accordance with procedure QI-QP-11.18-4.
This information shall be transmitted to the inspector by Brown & Root in writing. The inspector shall include this report in the reinspection package and based on this Laformation verify the thread O,-
engagement in accordance with Attachment 6.18.
b.
Verify nuts or bolts in Richmond inserts are hand tight. The stud shall not rotate.
8
QI-053 Rev. I 5.0 INSTRUCTION (Cont'd) 5.0 Bolting (Cont'd) 5.5 Connections For bolting attachments verify the following are in accordance with the generic / design drawing, a.
diameter b.
quantity c.
spacing d.
for Unistrut only - verify that the bolt has not bottomed out against the Unistrut member.
5.6.
Torque a.
.. Verify that bolts are torqued to 70% of the O,
requirements specified in the generic / design drawings or manufactures catalog for connections which have not been painted.-
'he inspector shall ensure that i
torque wrenches are properly calibrated and logged as such.
See Attachment 6.17 for torque values.
For those bolts.that do not meet the 70% torque requirement, the inspector shall, in addition to rejecting the bolt, record in the remarks column, that torque value at which rotation occurs, b.
Verify that nut is hand tight on bolted connections where no torque is specified in the generic / design drawings. This applies only to connections which have not been painted.
c.
Verify that nut is hand tight on connections that have been painted.
{v)
6.0 Concrete Expansion Anchors (Hilti) 6.1 Size and Number 9
l QI-053 Rev. 1 O
5.0 INSTRUCTION (Cont'd) 6.0, Concrete Expansion Anchors (Hilti) (Cont'd) a.
Verify anchor bolt diameter. This can be accomplished by using a gauge or rule to distinguish nominal diameter sizes ranging between 1/4 and 1 1/4 inch diameter in increments of 1/8 inch, b.
Verify that type, length and number of anchors installed match those shown on the design drawing.
NOTE:
Determine anchor length'by the letter designation stamped on the top of the bolt (Attachment 6.3).
l~
Super kwik bolts are identified by a star in addition to the letter designation.
If length identification is not verifiable or visible, an ultrasonic s
examination shall be performed by Brown and Root in accordance with QI-QP-11.18-4.
Once ultrasonic examination is complete, a copy of the results will be retained in the verification j
package.
I 6.2 Embedment Verify that the Hilti anchor bolt embedment plus the nut thickness (from Attachment 6.3 Pages 1 and 2) for
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the anchor being measured is not less then the "Embedment Length" or " Minimum Embedment Length" identified on the drawings (remove paint if necessary);
or lacking such information use the " Minimum Embedment" identified on Attachment 6.3 Page 3.*
Determine the Hilti anchor bolt embedment by measuring the projected length of the anchor bolt from the structural concrete ** surface. Subtract the anchor projected length from the designated anchor length to arrive at the Hilti anchor bolt embedment. The designated anchor length is that shown on Attachment 6.3 unless the stamp is indistinguishable in which case the U.T. record length should be used.
I 10
QI-053 Rev. l O
5.0 I_NSTRUCTION (Cont'd) 6.0 Concrete Expansion Anchors (Hilti) (Cont'd)
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- NOTE:
When the letter designation stamped on Hilti bolt is not identified by Attachment 6.3 Pages 1 and 2 the following Hilti bolt attributes regarding length of Hilti's can conservatively be inspected by using.3 Page 3.
- NOTE:
See Attachment 6.19, Page 11 of 31 Note #5.
6.3 Bolt Spacing a.
Verify for each Hilti, center-to-center spacing of adjacent anchors of the same size (not on the same attached fixture) is not less than ten (10) anchor diameter unless specified on the design drawing. For unequal sized bolts, the minimum spacing (unless shown on the design drawing) is as shown on.4.
b.
Verify spacing of each Hilti to existing Richmond Inserts, concrete edges abandoned holes, Hilti anchors and embedded anchor bolts that have been cut off meet the minimum spacing requirements specified in Attachments 6.4 and 6.5 unless shown on the design drawing.
c.
Verify that the minimum distance of each Hilti anchor to any adjacent embedded plate meets the following. requirements of.6.
i Hilti anch,or bolts located within l
twelve (12) inches of an attachment shall be spaced as shown on the tables of Attachment 6.6.
For embedment plates without any attachment within twelve (12) inch clearance distance, the anchor may be as close as practical to the edge of the plate without damage to the plate.
11
a QI-053 Rev. I emV)
(
5.0 INSTRUCTION (Cont'd) 6.0 Concrete Expansion Anchors (Hilti) (Cont'd) 6.4 Angularity Verify each Hilti anchor installed has its longitudinal axis within 6' from the perpendicular to the surface in which it is installed. Attachment 6.7 gives inspection requirements.
6.5 Concrete Damage Verify structural concrete surrounding the fixture has not spalled as a result of installing the Hilti anchor s If spalling exists, verify the depth does not exceed the following:
Maximum Acceptable Hole Size Spall Depth
- 5/8 inch 1/2 inch 3/4 inch to 1 1/4 inch 3/4 inch O,~
- ' If the area in question includes a topping, the maximum spall depth may be increased to the depth of topping.
6.6 Nut Engagement and Bearing a.
Verify nut of each Hilti anchor has proper engagement such that the end of the anchor bolt is not lower than the top of nut, unless otherwise shown on design drawings.
b.
Verify surfaces of bolted parts in contact with the nut and washer of each HILTI anchor have a slope of no more than 1:20 and that a minimum of one washer (standard or plate) has been provided. The washer shall completely cover the hole in the base plate. A bevel gauge shall be used for determining if the gap is less than 1:20 (Attachment 6.8) c.
Verify that the nut for each anchor has not bottomed out by using the thread length provided in Attachment 6.3 and the measured projection.
e d.
Verify no visible weld has been made to anchor bolt nut.
12
QI-053 Rev. l 5.0 INSTRUCTION (Cont'd) 7.0 Welding Prior to the start of inspection assure that velds are clean of any foreign material which would impede an adequate visual inspection. Coatings need not be removed unless an inspector feels that he is unable to provide an adequate inspection of the veld due to excessive and/or uneven coating application. The inspector shall contact the Level III Inspector and, with his concurrence, request that the coating be removed.
Where it is necessary to measure weld dimensions during the course of an inspection, such dimensions should be determined as accurately as is practically achievable using standard weld inspection tools.
E.
7.1 Location Verify that the weld locations are as specified per the detailed drawing.
7.2 Wald Size Verify that the veld size meets the requirements of the applicable drawings except that:
Fillet welds may be undersized to a maximum of 1/16" provided that the undersized portion (s) do not exceed 1/4 of the weld length.
Oversized fillet welds shall be acceptable if the oversized weld does not interfere with mating parts.
For bevel welds that are inaccessible from the backside, the size is verified by i
assuring that the joint is welded flush (except as noted in Attachment 6.10).
7.3 Wald Length i
Verify that the weld length complies with the referenced drawing with the following allowances:
Weld length j
' O Specified on Permissible j
Drawing Underlength i
3" '
1/8" 2,
3" 1/4" 13 i
QI-053 Rev. l 5.0 INSTRUCTION (Cont'd) 7.0 Welding (Cont'd)
Weld lengths may be longer than specified.
The spacing of intermittent welds may vary within 1" of the location specified on the drawing.
7.4 Fusion Verify that if any incomplete fusion is visible it complies with the following:
For fillet welds 3/8 maximam incomplete fusion in any 4" segment and 1/4" maximum incomplete fusion in welds less than 4" long.
For, groove welds no incomplete fusion is permitted.
7.5 Craters Verify that the weld size is met on all welds with underfilled craters. Craters outside the specified weld length are irrelevant provided there are no cracks visible through coated surface if the weld has been coated or on the uncoated surface if the coating has not been applied.
7.6 Weld Profiles Verify visually that the weld profiles are acceptable
{
per Attachment 6.10, sheets 1 through 3.
7.7 Undercut Ver'ify that any undercut present does not exceed the following criteria:
For base material less than 1/8", no undercut is permitted.
For base material )> 1/8" and ( 3/8" the following requirements apply:
1.
When the member is welded from both sides and the undercut is in the O
same plane, the following undercut is permitted:
14 1
~._..__.._.. _ _-_ _. --__._.___,. _.--,__
QI-053 Rev. I s
_ G) 5.0 INSTRUCTION (Cont'd) 7.0 Welding (Cont'd) a.
1/32"'for 1/2 the length of the
- total weld, b.
1/32" for 1/4 the length of the
- total weld and 1/16" for 1/8 the length of the
- total weld.
- Total weld equals the cumulative length of both sides.
2.
For all other welds the permitted undercut is:
a.
1/32" for the full length of the weld, or b '.
1/32" for 1/2 the length of the weld and 1/16" for
()
1/4 the length of the weld.
(
For base material greater than 3/8", the following requirements apply:
1.
For members welded on both sides, where the undercut is in the same plane, the permitted undercut is 1/32" for 3/4 of the length of the veld and 1/16" for the femaining 1/4 of the length of the weld on both sides.
2.
For members welded only on one side, or where the undercut is not in the same plane, the undercut may be 1/16" for the full length of the weld.
7.8 Porosity Considering that only surface porosity whose major surface dimension exceeds 1/16" shall be considered relevant, verif-che following:
a.
The sum of the diameters of porosity do not O
exceed 3/8" in any linear inch of weld and shall not exceed 3/4" in any 12" of weld.
15
QI-053 Rev. )
/~'N 5.0 INSTRUCTION (Cont'd) 7.0 Welding (Cont'd) b.
If four (4) or more pores are aligned, the edge-to-edge separation of the pores shall exceed 1/16".
~7. 9 Overlap If overlap is present, verify that the required weld size and the fusion acceptance criteria are met.
If fusion in the overlap length cannot be verified, then verify that the overlap length, whose fusion cannot be verified, does not exceed 3/8" in any 4" segment or 1/4" in welds less than 4" long.
7.10 Surface Slag Verify that the major surface dimensions of the slag does not exceed 1/8" or 1,/4" for any isolated surface slag.
(Slag is considered to be isolated when it does not occur more frequently than once in a 3" weld se gment.)
O 7.11 Cracks Verify that there are no cracks visible through the coated surface if the weld has been coated, or on the uncoated surface, if the coating has not been applied.
7.12 Welder's ID Symbol Determine if a welder symbol is present (do not remove paint) and record on Attachment 6.7.
This information is required for document review only and has no accepel reject criteria.
NOTE:
1.
Should additional space be required for remarks on the checklist, use Attachment 6.13.
2.
Inspector shall record the inspection tool code of.20 and other applicable data (ie tool number, calibration date, etc) on Attachment 6.21 for those tools used in the inspection.
O 16
QI-053 Rev.l 6.0 ATTACMENTS 6.1 Reinspection Checklist 6.2 Material Identification 6.3 Hilti Anchor Designation and Setting Requirements 6.4 Minimum Spacing Between Hilti Expansion Anchors 6.5 Minimum Anchor Clearances 6.6 Minimum Clearances to Embedded Plates 6.7 Anchor Angularity 6.8 Nut Bearing 6.9 Minimum Bolt Edge Distraces 6.10 Weld Profiles 6.11 Welder ID 6.12 AISC-Dimensions for Rolled Shapes and Tube Steel 6.13 Supplemental Remarks 6.14 Clamp "t" Tolerance 6.15 Conduit Support Locations i
6.16 Bolt Markings l
l' 6.17 Bolting Torque 6.18 Richmond Inserts 6.19 General Notes S-910 Series 6.20 Inspection Tools and Codes 6.21 Inspection Tools Used l
O 17
_..1 COMANCHE PEAK RESPONSE TEAM QI.053
{s s
CHECKLIST Rev. ?-1 Paae 1 of 4 POPULATION DESC VERIFICATION PKG NO.
CATEGORY I CONDUIT SUPPORTS PAGE 1 0F QUALITY INSTRUCTION hREINSPECTION O ustT t EQUIPMENT MARK / TAG NO.
]DOCUMENTATIONREVIEW UNIT 2 COMMON VERIFICATION ATTRIBUTE ACCEPT REJECT DATE 1.0 Orientation 2.0 Configuration 4
2.1 Components
- a. Type, etc.
- b. Visual Damage 2.2 Dimensions'
- a. Support Dim.
O.
- b. Plate Thickness 2.3 Conduit Bearing 2.4 Clamp "t" Tolerance 2.5 Tube Steel Vent Hole 2.6 Base Plates 3.0 Capacity / Span 3.1 Capacity I
- a. Cond. size, loc.
- b. Adj. span len.
- c. Elec. fit.
- d. Gen. layout
- e. Addt'l. iteps
- f. M-D sup, sketch
- g. Tr. sup. sketch s
PREPARED BY:
APPROVED BY:
DISCIPLINE ENGR.
DATE LEAD DISCIPLINE ENGR.
DATE INSPECTED BY:
APPROVED BY:
INSFECTOR DATE LEAD INSPECTOR DATE CPP-007.la, Revision 0 0144 (POPDES)
. -. = = -.
w...1 QI-053 Rev.
)
Page 2 of 4 s
.s COSuiCitC PEAK RC3PO!!3E TEAM CHECKLIST furuLATiuN DESC VERIFLCAT1uN FKG t;u.
CATECORY 1 CUNDUlf SUFFOR1 s FACE ? 0F 4 VLg1FICAT10N ATTRIBUTE-ACCEPT REJECT DATE 3.2 Span
- a. Adj. spans
- b. Dist. from can pt.
- c. Adj. span v/ fit.
- d. Wall-susp. sup.
- e. Thd. cond, w/L8D
- f. Addt'1. attr.
4 4.0 Material Verification 4.1 Mark number 4.2 Bolting material 5.0 Solting
- (
5.1 Engagement a.. Bolts studs e
j
- b. Unistrut nuts
(
5.2 Washers
- a. Use
- b. Reveled washers 5.3 Edge Distance 5.4 RI.hmond Inserts
- a. Thread engagement l
- h. Nuts, bolts 5.5 Connections
- n. Dia.
l
- b. Quantity
- c. Spacing
- 4. Unistr. botes out 5.6 Torque
- a. Tnr. spec.
- b. No tor. spect.
- c. Patuted l
d b ' " U "F";
/*'
C1't'-oul.13, Muviston u
- .1 QI-053 Rev.. I Page 3 Of 4 COMA!!C11E PE.U: RESTU:;SE TEAM CHECKLIST POPUL.AILON DESC VER1FLCATION FKG !.0.
PACEL OF L CATECORY I CONDUIT SUPPOR1 S VERIFICATION ATTRIBUTE RCtATJ,S' ACCEPT REJECT DATE 6.0 Concrete Expansion Anchors
,6.1 Size and Number
- a. Dia.
- b. Type, etc.
6.2 Ed e'dsent 6.3 Bult Spacing
- a. Srse adj. anchors
- b. Spac. to edren etc.
- c. Dist. to adj. pits O.
6.4 Angularity 6.5 Concrete Damage s
e 6.6 Not Engnr.ement and Bearing
- a. Nut engagement l
- b. Surface contact j
c.. Bottom out j
- d. Welded nut 7.0 Welding.
7.1 Location l
1 7.2 Weld size 7.3 Weld I.ength 7.4 Fusion 7.5 Craters 7.6 Weld Profile 1
7.7 Undercut 01 ' U' U U '' i O Cyr-w/.t;;, Kevisivu u
_-__._.......,,__m.
.1 QI-053 Rev.
l f-Page 4 of 4 C0!!M;CE PCAK RE370NSE TT.14 CECKLIST FUfuMTION DESC VERIFICATION PE NO.
PACEL OF L CATECORY I CONDUIT SUPPOR1$
VEK[f! CATION A N BUTE ACCEPT REJECT DATE 7.0 Welding (Cont'd)
'7. 8 Porosity 7,. 9 overlap L
7.10 Surface Slag 7.11 Cracks 7.12 Welder ID a
(
+
4 i,144 tru.w ) va/nio) crr-uu t. L a, n.v As tuu o
Attachmsnt 6.2 QI-053 Rev. d i Page 1 of 1 O
COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST j
\\
1 VERIFICATION PACKAGE NO.
SUPPORT NO.
I MATERIAL IDENTIFICATION
+
ITEM NO.
DESCRIPTION IDENTIFICATION INFORMATION l
O d
4
%.=
e
= = ens o
E e
1 Inspector Date I'
.3 QI-053 A
Rev. I
\\]
Page 1 of 3 HILTI ANCHOR DESIGNATION AND SETIING REQUIREMENTS Minimum Embedment (Before Torque)
Stamp on Actual Length Nut Anchor Bolts Sizes KWIK Super Kwik of Threads Thickness A.
1/4 x 1 5/8 1 1/8 3/4 7/32 B.
1/4 x 2 1/4 1 1/8 3/4 7/32 3/8 x 2 1/8 1 5/8 7/8 11/32 c.
3/8 x 2 3/4 1 5/8 7/.8 11/32 1/2 x 2 3/4 2 1/4 1 1/4 7/16 D.
1/4 x 3 1 1/8 3/4 7/32 E.
1/4 x 3 1/2 1 1/8 3/4 7/32 3/8 x 3 1/2 1 5/8 1 1/8 11/32 1/2 x 3 3/4 2 1/4 1 1/4 7/16 5/8 x 3 1/2 2 3/4 1 1/2 17/32 F.
3/4 x 4 1/4 3 1/4 I l'/2 5/8 c.
,5/8 x 4 1/2 2 3/4 1 1/2 17/32 3/4 x 4 1/2 3 1/4 1 1/2 5/8 H.
3/8 x 5 1 5/8 1 1/8 11/32 I.
1/2 x 5 1/2 2 1/4 1 1/4 7/16 3/4 x 5 1/2 3 1/4 1 1/2 5/8 J.
5/8 x 6 2 3/4 1 1/2 17/32 1x6 4 1/2 2 1/4 27/32 K.
L.
1/2 x 7 2 1/4 3 1/4 1 1/4 7/16 3/4 x 7 3 1/4 1 1/2 5/8 1x7 4 1/2 2 1/4 27/32 i
M.
N.
0.
5/8 x 8 1/2 2 3/4 1 1/2 17/32 i
3/4 x 8 1/2 3 1/4 1 1/2
.5/8 P.
1/2 x 9 3 1/4 1 1/4 7/16 1x9 4 1/2 6 1/2 2 1/4 27/32 l
1 1/4 x 9 5 1/2 3 1/4 1 1/32 q.
_.3 QI-053 Rev. 1 HILTI ANCHOR DESIGNATION AND SETTING REQUIREMENTS Minimum Embedment (Before Torque)
Stamp on Actual Length Nut Anchor Bolts Sizes KWIK Super Kwik of Threads Thickness 1 1/4 7/I'6 R.
1/2 x 10 2 1/4 3/4 x 10 3 1/4 1 1/2 5/8 S.
T.
1/2 x 12 3 1/4 1 1/4 7/16 1 x 12 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 12 5 1/2 8 1/8 3 1/4 1 1/32 U.
I x 13 1/2 4 1/2 6 1/2 2 1/4 27/32 1 1/4 x 13 1/2 5 1/2 8 1/8 3 1/4 1 1/32 V.
W.
1 x 15 6 1/2 2 1/4 27/32 1 1/4 x 15 5 1/2 8 1/8 3 1/4 1 1/32 X.
~
1 1/4 x 16 1/2 5 1/2 8 1/8 3 1/4 1 1/32 v.
Z.
1 1/4 x 18 5 1/2 8 1/8 3 1/4 1 1/32 DD.
I 1/4 x 22 8 1/8 3 1/4 1 1/32 EE.
1 1/4 x 23 8 1/8 3 1/4 1 1/32 e.
- Bolts of 19-inch length and greater may be stamped with number corresponding to the bolt length in inches in the same manner instead of the stamped letters as listed below.
O 2
Attachm2nt 6.3 QI-053 Rev. 1 O
LENGTH IDENTIFICATION SYSTEM Stamp On Length of Anchor Anchor (Inches)
A 1 1/2 B
2 C
2 1/2 D
3 E
3 1/2 F
4 l
G 4 1/2 E
5 I
5 1/2 J
6 K
6 1/2 L
7 M
7'1/2 N
8 0
8 1/2 P
9 Q
9 1/2 R
10 l
S 11 T
12 U
l's V
14 W
15 I
16 Y
17 Z
18
- To be used for checking embedment length only STANDARD HILTI DATA Minimum Embedment Length of Bolt Diameter KWIK (before torque) Threads 1/4 1 1/8 3/4 3/8 1 5/8 varies 1/2 2 1/4 1 1/4 5/8 2 3/4 1 1/2 3/4 3 1/4 1 1/2 1
4 1/2 2 1/4 1 1/4 5 1/2 3 1/4 O
3 i.
i
-.4 QI-053 g]
Rev. 1 (j
Page 1 of 1 MINIMUM SPACING BETWEEN HILTI EXPANSION ANCHORS
- Hilti Anchor 1/4" 3/8" 1/2" 5/8" 3 / 4'.'
1" 1 1/4" Size Hilti Hilti Hilti Hilti Hilti Hilti Hilti 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 2 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 O
Dimension in inches.
- The minimum spacing outlined in the above chart applies to Hilti anchors detailed on separate adjacent fixtures.
Hilti bolts details on an individual fixture drawing may have less than the minimum spacing tabulated above.
9 O
4 n.-
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..5 QI-053 Rev.
I Page 1 of 1 s-MINIMUM ANCHOR CLEARANCES
- I MINIMUM DISTANCE TO Abandoned Hilti Anchors or Hilti Richmond Screv Anchors Concrete Edsg*
Holes and Embedded Anchor Anchor Size 1-inch 1 1/2-Inch (Note 1)
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 I 1/4 12 5/8 17 1/4 6 1/4 2 1/2
- Measured Center-to-Center of anchors and anchor center to edge of concrete in inches. '
- Minimum spacing between holes covered by this column shall be measured center-to-center and based on size of hole being drilled.
(e.g., Pilot hole spacing is based on pilot bit size.)
Hilti bolts may be installed as close as practical to unused Richmond Screw Anchors which have been plugged (i.e., grouted, Richmond Screw-in plug or snap-in plug, etc.).
NOTE 1: Where embedded angles are used for framing water tight door or removable block wsil openings, the minimum clearance from center line of Hilti anchor to the opening edge is 5 inches + 5 times the Hilti anchor diameter.
O
..6 OI-053 P e 1 of 1 MINIMUM CLEARANCES TO EMBEDDED PLATES Where the embedded steel plates are occupied by attachments within minimum distances shown below, the minimum clearpnce to Hilti Anchors shall be as follows:
Hilti Anchor Nelson Stud Edge of Plate Size to Hilti Anchor to Hilti Anchor 1/4 5 1/4 3 3/4 3/8 3 7/8 4 3/8 1/2 6 1/2 5
5/8 7 1/8 5 5/8 3/4 7 3/4 6 1/4 1
9 7 1/2 1~ 1/4 to 1/4 8 3/4 4
Dimensions are in inches.
Distance measpred with reference to center of bolts and studs.
Where location of the nearest Nelson Stud can be determined from the "S" stamps on the embedded steel plate, the minimum center-to-center clearance to the Hilti Anchor as shown above shall govern. Where location of the nearest Nelson Stud cannot be so determined, the minimum clearance to Edge of Plate as shown above shall govern.
HLTI Anchor-
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c.7 QI-053 O
Rev.
I Page 1 of 1 ANCHOR ANGULARITY ANGLE GREATER THAN O'
.. ANCHOR IS LESS THAN 6
- OUT OF PLUMB.
PLUMBNESS GAGE *
' STAMP O N O"
N
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i 6
SURFACE OF i
ANCHDRED PLATE I
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Use this or other acceptable devise in determining acceptable angularity.
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-,8 QI-053 Rev.
j Page 1 of 1 NUT BEARING a.
BEVEL GAGE (SEE SKETCH BELOW)
JANGLE GREATER (k
k y/ THAN O* '. CONTACT.
t IS UN/CCEPTABLE BEVELED WASHER
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BOLT DIAMETER' 3
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i.9 QI-053 Rev.
I
_O Page 1 of 1 BOLT EDGE DISTAflCE Min. Edge Bolef Distance 3/8" 94 4" j
l 1/2" 3/4" 5/8" 7/8"
.i 3f4a ga 1"
1 1/4" 1 1/4" 1 5/8" 1 1/2" 1 7/8" 1 3/4" 2 3/16" O
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'.10 QI-053 Rev.
t Page 1 of 3 Fillet Weld Profiles
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Do not mehsure
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Acceptable Convexity Acceptable concavity 4,
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_ _ _ - - _.10 QI-053 Re~v.. ;
Page 2 of 3 GROOVE WELD PROFILES Do not measure o
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.Y Acceptable Convexity T
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Acceptable Concayity or Underfill 1
1/32 -
Grinding Depression I!
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l.10 QI-053 Rev. ',i Page 3 of 3 O
FLARE BEVEL PROFILE i
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N Acceptable *
,D.
- NOTE:
The profile show in acceptable for flare bevel welds specified to be flush.
If other fill requirements are specified, refer to project specifications for acceptance requirements.
1
_ _..11 QI-053 Rev.
.I Page 1 of I COMANCHE PEAK REVIEW TEAM INSPECTION CHECKLIST WELDER IDENTIFICATION VERIFICATION PACKAGE NO.
SUPPORT NO.
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CHANNELS CHANNELS AMERICAN STANDARD MISCELLANE0US Properties for designing Properties for designing F
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.. s C 15x50 14.7 15.00 3.716 0.650 0.716 6.21 404 53.8 5.24 18.00 4.200 0.625 0.700 6.06 676 75.1 6.29 x40 11.8 15.00 3.520 0.650 0.520 6.56 349 46.5 5.44 MC IIx58 17.1 x13.9 9.96 15.00 3.400 0.650 0.400 6.79 315 42.0 5.62 x51.9 15.3 18.00 4.100 0.625 0.600 7.02 627 69.7 6.41 x45.8 13.5 18.00 4.000 0.625 0.500 7.20 578 64.3 6.56 C12x30 8.82 12.00 3.170 0.501 0.510 7.55 162 27.0 4.29 x42.7 12.6 18.00 3.950 0.625 0.450 7.29 554 61.6 6.64 x25 7.15 12.00 3.047 0.501 0.387 7.85 144 24.1 4.43 x 20.7 6.09 12.00 2.942 0.501 0.282 8.13 129 21.5 4.61 MC 13x50 14.7 13.00 4.412 0.610 0.787 4.83 314 48.4 4.62 x 40 11.8 13.00 4.185 0.610 0.560 5.09 273 42.0 4.82 C lax 30 8.82 10.00 3.033 0.4M 0.673 7.55 103 20.7 3.42 x25 7.35 10.00 2.846 0.4M 0.526 7.94 91.2 38.2 3.52 x15 10.3 13.00 4.072 0.610 0.447 5.23 252 38.8 4.9%
x20 5.08 - 10.00 2.739 0.4M 0.379 8.36 78.9 15.8 3.66 x 31.8 9.35 13.00 4.000 0.610 0.375 5.33 239 M.8 5.06 x15.3 4.49 10.00 2.600 0.4M 0.240 8.81 67.4 13.5 3.87 MC 12x50 14.7 12.00 4.135 0.700 0.s35 4.15 269 44.9 4.2s C 9x20 5.80 9.00 2.648 0.413 0.448 8.22 60,9 13.5 3.22 x 45 13.2 12.00 4.012 0.700 0.712 4.27 252 42.0
- 4. %
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xit.5 3.38 8.00 2.260 0.390 0.22C 9.08 32.6 8.14 1.11 x 32.9 9.67 12.00 3.500 0.600 0.500 5.H 191 31.s 4.44 e
x 30.9 9.07 12.00 3.450 0.600 0.450 5.80 183 30.6 4.5n i' i
4, 7x14.75 4.33 7.00 2.299 0.366 0.419 8.31 27.2 7.78 2.51 x12.25 a f.S 7.00 2.194 0.M6 0.314 8.71 24.2 6.93 2.60 MC 12x10.6 3.10 12.00 1.500 0.309 0.190 25.9 55.4 9.23 4.22 x 9.8 2.87 7.00 2.090 0.366 0.210 9.14 21.3 6.00 2.72
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MC 10x41.1 12.1 10.00 4.321 0.575 0.796 4.02 158 31.5 3.61 C 6x13 3.83 6.00 2.157 0.343 0.437 8.10 17.4 5.00 2.13 x31.6 9.87 10.00 4.100 0.575 0.575 4.24 139 27.8 3.7%
xto.5 3.09 6.00 2.034 0.343 0.314 8.59 15.2 5.06 2.22 M28.5 8.37 10.00
- 3.954 0.575 0.425 4.40 127 25.3 1.89 x 8.2 2.40 6.00 1.920 0.343 0.200 9.10 13.1 4.M 2.H I
C5x9 2.64 5.00 1.085 0.320 0.325
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- 3.450 0.500 0.325 5.00 98.5 19.7 3.9, x 5.4 1.59 4.00 1.504 0.296 0.188 8.52 3.85 1.93 1.56 MC lex 8.4 2.46 10.80 1.500 0.200 0.170 23.8 32.0 6.40 3.6, C 3x 6 1.76 3.00 1.596 0.273 0.356 6.87 2.07 1.M l.08 x5 1.47 3.00 1.498 0.273 0.258 7.32 1.85 1.24 1.12 MClex 6.5 1.91 10.08 1.127 0.202 0.152 43.8 '
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31.1 2.99 l
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.5000 34.48 10.1 48.6 16.2 2 19
.3750 27.04 7.95 40.5 11.5 2 26
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.2500 18.82 5.54 29.9 9.95' 2.32
.18M 114.41 4.24 23.5 y,83 y,35 84C fx17.6 5.17 7.00 3.000 0.4M 0.35 4.91 37.6 10.8 2.70 5 x5
.5000 27.68 8.14 25.7 10.s 1.7s 3M0 21.94 6.45 22.0 8.80 1.85 l
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.3125 18.77 5.52 19.5 7.81 18s l
x15.3 4.58 6.00 3.500 0.385 0.340 4.45 25.4 8.47 2.38
.2500 15.42 4.54 16.6 6.64 1.91
.38M b
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.5000 20.88 6.14 11.4 5.70 1.36 i
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.3750 16,84 4.95 10.2 5.10 1.44
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14.52 4.27*
9.23 4.61 1.47 i
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.2500 12.02 3.54 8.00 4.00 1.50 i
l
.18M b
9.31 2.74 6.47 3.24
- 1. 4 3%.x 3%
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x 7.1 2.09 3.00 1.938 0.351 0,312 4.40 2.73 1.82 1.14 l
.1875 b
8.14 2.39 4.29 2.45 l
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.2500 8.80 2.59 3.th 2.10 1.10
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.766
.766
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Page 1 of 1 TORQUE SCUEDULE l
Unic 1 and Common Areas Unit 2 STUD SIZE & TORQUE SCHEDULE MJLT-OtREcmONAL CONOunT CLAMP STaccm 7cnoog
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TRAN5 VERSE I
p wSFE Nasced STL)O CATAt.06(2.iv.1M CCNOuti CLAMP S T.;O O M TOPcut Q
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- See No Note For 5/8" diameter bolts used in conjunction with Uni-Strut members for conduit supports where the bearing surface under the nut, used with a flat washer, bears against the open side of the Uni-Strue the mini =um i
installation torque shall be 80 ft.-lbs.
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Where:
B = thickness of bolt head, in.
W = thickness of washer stack, in.
M = thickness of material, in. (i.e., baseplate,
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G = thickness of grout, in. (where applicable)
L = overall length, in. (if from design drawings: B-0)
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N = thickness of nut, in.
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Attachnent 6.20 QI-053 a e 1 of 1 INSPECTION TOOLS AND CODES CODE TOOL AF Angle Finder BL Bubble Level BS Boroscope BW 1/32", 1/16", 3/32", 1/8" Wire CG Contour Gage DF Dry Film Thickness Gage FG Feeler Gages FL Flashlight IM Fibre Metal Tillet Gages GG Gal Fillet Gages HL Hi-Low Gage MG Magnifying Glass MI Micrometers MM Mirror MN Magnet PB Plum Bob PR Protractor SC Slide Cauper SR 6" Rule ST Steel Tape Measure TG Taper Gage TW Torque Wrench , () UD Undercut Gage (Dial) UP Undercut Gage (Pit) VC Vernier Caliper VT Visual Inspection
.-_q.g _.21 QI-053 O. Rev. i Page 1 of 4 VERIFICATION PACKAGE NO. I-S-COSP-INSPECTION TOOLS USED ATTRIBUTE TOOL CODE (S) SER. NO./CALIBR. DUE DATE
- 1. Orientation
- 2. Configurations 2.1 Components a.
b. 1.2 Dimensions a. b. 2.3 Conduit Bearing O ? 2.4 Clamp "t" tolerance. 2.5 Tube Steel vent Hole 2.6 Baseplates
- 3. Capacity / Span 3.1 Capacity a.
b. C. d e. f. 8 INSPECTOR DATE
A::achment 6.21 QI-053 i Rev. ; } s) Page 2 of 4 VERIFICATION PACKAGE NO. I-S-COSP-INSPECTION TOOLS USED ATTRIBUTE TOOL CODE (S) SER. NO./CALIBR. DUE DATE 3.2. Span a. b. c. d e. f. 4. Material Verification 4.1 Mark no. 4.2 Bolting material 5. Bolcing 5.1 Engagement a. f i b. 5.2 Washers a. l b. 5.3 Edge distance 5.4 Richmond Inserts j a-b. INSPECTOR DATE I
.. 21 QI-053 pg Rev.. I V Page 3 of 4 VERIFICATION PACKAGE NO. I-S-COSP-INSPECTION TOOLS USED I A"TRIBLTE TOOL CODE (S) SER. NO./CALIBR. DUE DATE 5.5. Connections a. b. C. d. 5.6 Torque a. b. c. 6. Concrete Expansions Anchors 6.1. Si:e and Number i a. b. 6.2 E=bedment i 6.3 Bolt Spacing a. l b. 4 c. 6.4, Angularity 6.5 Concrete Damage INSPECTOR DATE l i, _.,... ~. _,. _ __ . ~...
.. 2.! QI-053 Rev. -l O Page 4 of 4 VERITICATION PACKAGE NO. I-S-COSP-INSPECTION TOOLS USED ATTRIBUTE TOOL CODE (S) SER. NO./CALIBR. DUE DATE 6.6 Nut Engagement / Bearing a. b. c. ~ 7. Welding 7.1 Location 7.2 Weld Size 7.3 Weld Length 7.4 Fusica C s 7.5 Craters 7.6 Weld Profile 7.7 Undercut 7.8 Perosity 7.9 Overlap l / 1 7.10 Surface Slag N 7.11 Cracks 7A2 [ elders's I.D. N f,2 's INSPECTOR DATE e s ,~ ,9.- gg s s 9 g 6 / 'g g t \\ . *.}}