COMPMA. PUMPMV Med Gas Equipment.pdf
Apr 7, 2015
Submittal Review
Swedish Edmonds ACC April 1, 2015
Project:Date:
of
1 1
Page:
Andris Lapins - NBBJ
Architect:
Scott Solberg - Sellen Adam Bettcher
Contractor:Reviewed by:
NO EXCEPTIONS TAKEN REJECTED
MAKE CORRECTIONS NOTED SUBMIT SPECIFIED ITEMS
REVISE AND RESUBMIT SUBMITTAL NOT REQUIRED & NOT REVIEWED
This review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents.
Corrections or comments made during this review do not relieve contractor from compliance with the requirements of the drawings and specifications and do not
authorize changes to contract cost. Contractor is responsible for: Dimensions which shall be confirmed and correlated at the job site; fabrication process and
techniques of construction; coordination of his work with that of all other trades; performing his work in a safe manner.
Sparling has reviewed the copy of submittal 182-230548.006, dated 3/23/2015. This submittal
contains information on the COMPMA, PUMPMV seismic restraints, heat exchanger seismic
restraints, and pump skid seismic restraints. We take no exceptions to this submittal.
ab:filename
4100 194th St SW Suite 400, Lynnwood, Washington 98036-4613
206-667-0555 800-667-0610 Fax: 206-667-0554
www.sparling.com
nformation given in the contract documents. Any action shown is subject to the
ated at the job site's fabrication processes and techniques of construction;
MECHANICAL SUBMITTAL Swedish Edmonds ED Expansion - Mechanical Submittal Review CommentsPage 1 of 14/2/2015
REVIEW COMMENTS
Remarks
Reviewed For Info Only
Not Reviewed
Not Approved
Revise and Resubmit
Submittal Status
Make Corrections Noted
XPetra, VMC3/23/154/2/15X
No Exceptions Taken
Reviewed
Date
Green highlight indicates "No Exceptions Taken" or "Make Corrections Noted"; status of current submittal
Checking of submittals is only for general conformance with the design concept of the project and general compliance with the i
requirements of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correl
Swedish/Edmonds ED Expansion
Received
Date
CDi PN 2013-024.00
Yellow highlight indicates "Revise and Resubmit" or "Not Approved"; status of current submittal
Manufacturer
coordination of his work with that of all other trades; and the satisfactory performance of his work.
O&M Manual
A/E Review
PUMPMV Seismic, Heat Exchanger
23 05 48 Mechanical Vibration Controls and Seismic Restraints
Seismic Snubbers (COMPMA,
Skid Seismic
)
Description
p
Pum
,
Seismic
Number
23 05 482.4182-006.0
Sub
Number
Para
Number
Spec
1 | Page
SUBMITTAL FOR APPROVAL
Submittal #: 182 -230548.006
Rev#: 0
7039. - SWEDISH/EDMONDS-AMBULATORY CARE
Priority: Medium
CENTER
Date: 03/23/2015
To: RACHEL JENNER From: SCOTT SOLBERG
NBBJ SELLEN CONSTRUCTION CO., INC.
223 Yale Ave 227 WESTLAKE AVE N
Seattle, 98109 SEATTLE, WA 98109
Originator: HERMANSON COMPANY LLP
Description: Mech Equipment Seismic - Pumps & Heat Exchanger
We are transmitting the following Submittal Package item(s) for your review in accordance with the
contract specifications.
Please review and respond to: SCOTT SOLBERG, by: 4/06/2015.
Additional Notes:
Item Number Spec Section Description Details Notes
182-001.0 230548 COMPMA, PUMPMV Seismic
1820010230548COMPMA, PUMPMV Seismic
-
.
182-002.0 230548 Heat Exchanger Seismic
182-003.0 230548 Pump Skid Seismic
cc:
Swedish Edmonds ACC - 182-230548-006.0
SUBMITTAL #
CDi+Mazzetti - SUBMITTAL REVIEW
THIS SUBMITTAL HAS BEEN REVIEWED BY THE
UNDERSIGNED
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
General:
NOT APPROVED
Contractor to coordinate curb locations/sizes
REVISE AND RESUBMIT
REVIEWED AS NOTED ON CDi SUBMITTAL LOG
and embed plate requirements with GC
REVIEWED FOR MECHANICAL INFORMATION ONLY
-KPFF/sms
Checking of submittals is only for general conformance with the design
concept of the project and general compliance with the information
given in the contract documents. Any action shown is subject to the
requirements of the plans and specifications. The contractor is
responsible for dimensions which shall be confirmed and correlated at
the job site's fabrication processes and techniques of construction;
sages04/07/2015
coordination of his work with that of all other trades; and the
satisfactory performance of his work.
Rick Grove Apr 2, 2015
BY:DATE:
* for COMPMA & PUMPMV
230548-005 COMPMA, PUMPMV Seismic
Submittal
3/4/15
Page #
Item #
X: Tags - COMPMA001
Calculate the maximum loading at the most critical restraint location.
MfrModelMin. limitActualMax. limit
BeaconSAS03D-080V-DCDZ
Ss =1.27ap = 2.5From the tables:Fp/Wp = 0.381 g's1.904 g's2.03 g's
z/h =1.0Rp = 2Fa = DLE
1.00
Site ClassCIp = 1.5S = Load Combination 11.2
0.846
DS
1
Use GroupIVCalc'd Seismic Design CategoryLoad Combination 20.9
D
Input DataCalculated Values
WeightHcgXcgYcgHoriz g'sVertical g'sPhxPz MaxPz Min
1206 #38.8"24.0"19.0"1.9040.7311.3692296 #1651 #881 #
Overturning Rigid Weight Seismic Vertical
Restraint Locations
Iy1Ix1IxyJ1
LoadsDistributionDistribution
0.00"0.00"5763614569371495 #302 #19081715
48.00"0.00"576361-456937343 #302 #756563
48.00"38.00"576361456937-1495 #302 #-1082-1274
0.00"38.00"576361-456937-343 #302 #70-123
00
00
00
00
00
00
00
00
00
00
00
00
ThetaIy totalIx totalIxy totalJ total0 #1206 #1651881
Max Reactions per Location
218.4 deg0.670 rad2304144403748
Comp (Max Vert)
1908 #
Tens. (Min Vert)
1274 #
Tanr max# Vertical Restraints# Horizontal Restraints
Shear
574 #
0.79230.6"44
Concrete analysis requires a 1.3 factor per ASCE7.
Increase reactions by 30% and apply to anchor.
Pt concPs conc
1657 #746 #
X: Tags - PUMPMV001
Calculate the maximum loading at the most critical restraint location.
MfrModelMin. limitActualMax. limit
BeaconVLT02D-080H-DCD
Ss =1.27ap = 2.5From the tables:Fp/Wp = 0.381 g's1.904 g's2.03 g's
z/h =1.0Rp = 2Fa = DLE
1.00
Site ClassCIp = 1.5S = Load Combination 11.2
0.846
DS
1
Use GroupIVCalc'd Seismic Design CategoryLoad Combination 20.9
D
Input DataCalculated Values
WeightHcgXcgYcgHoriz g'sVertical g'sPhxPz MaxPz Min
742 #33.1"30.5"11.5"1.9040.7311.3691412 #1016 #542 #
Overturning Rigid Weight Seismic Vertical
Restraint Locations
Iy1Ix1IxyJ1
LoadsDistributionDistribution
0.00"0.00"93013235110631086 #186 #13401222
61.00"0.00"930132-3511063816 #186 #1070952
61.00"23.00"9301323511063-1086 #186 #-832-951
0.00"23.00"930132-3511063-816 #186 #-562-680
00
00
00
00
00
00
00
00
00
00
00
00
ThetaIy totalIx totalIxy totalJ total0 #742 #1016542
Max Reactions per Location
200.7 deg0.361 rad372152904250
Comp (Max Vert)
1340 #
Tens. (Min Vert)
951 #
Tanr max# Vertical Restraints# Horizontal Restraints
Shear
353 #
0.37732.6"44
Concrete analysis requires a 1.3 factor per ASCE7.
Increase reactions by 30% and apply to anchor.
Pt concPs conc
1236 #459 #
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:15
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:CHW001 to 004
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ - CS 3/4 (3 3/4)
Effective embedment depth: h = 3.750 in., h = 4.313 in.
efnom
Material: Carbon Steel
Evaluation Service Report: ESR-1917
Issued I Valid: 5/1/2013 | 5/1/2015
Proof: design method ACI 318 / AC193
Stand-off installation: e = 0.000 in. (no stand-off); t = 0.500 in.
b
Anchor plate: l x l x t = 7.000 in. x 8.500 in. x 0.500 in.; (Recommended plate thickness: not calculated)
xy
Profile: no profile
Base material: cracked concrete, 3000, f' = 3000 psi; h = 6.000 in.
c
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) yes (D.3.3.5)
Geometry \[in.\] & Loading \[lb, in.lb\]
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:16
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:CHW001 to 004
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values \[lb\]Utilization
LoadingProofLoadCapacity / \[%\]Status
aaaaaaaa
NV
Tension Concrete Breakout Strength1884368252 / -OK
Shear Concrete edge failure in direction x+8893351- / 27OK
LoadingStatus
Utilization \[%\]
aaaaaaaayyyyaaaa
NVN,V
Combined tension and shear loads0.5120.2655/344OK
3 Warnings
Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted
prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the
data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be
put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly
with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an
aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or
suitability for a specific application.
You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:17
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:CTW001 & 002
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ - CS 3/4 (3 3/4)
Effective embedment depth: h = 3.750 in., h = 4.313 in.
efnom
Material: Carbon Steel
Evaluation Service Report: ESR-1917
Issued I Valid: 5/1/2013 | 5/1/2015
Proof: design method ACI 318 / AC193
Stand-off installation: e = 0.000 in. (no stand-off); t = 0.500 in.
b
Anchor plate: l x l x t = 7.000 in. x 8.500 in. x 0.500 in.; (Recommended plate thickness: not calculated)
xy
Profile: no profile
Base material: cracked concrete, 3000, f' = 3000 psi; h = 6.000 in.
c
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) yes (D.3.3.5)
Geometry \[in.\] & Loading \[lb, in.lb\]
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:18
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:CTW001 & 002
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values \[lb\]Utilization
LoadingProofLoadCapacity / \[%\]Status
aaaaaaaa
NV
Tension Concrete Breakout Strength1200374933 / -OK
Shear Concrete edge failure in direction x+5213351- / 16OK
LoadingStatus
Utilization \[%\]
aaaaaaaayyyyaaaa
NVN,V
Combined tension and shear loads0.3200.1555/320OK
3 Warnings
Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted
prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the
data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be
put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly
with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an
aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or
suitability for a specific application.
You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:19
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:HW001 & 002
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ - CS 3/4 (3 3/4)
Effective embedment depth: h = 3.750 in., h = 4.313 in.
efnom
Material: Carbon Steel
Evaluation Service Report: ESR-1917
Issued I Valid: 5/1/2013 | 5/1/2015
Proof: design method ACI 318 / AC193
Stand-off installation: e = 0.000 in. (no stand-off); t = 0.500 in.
b
Anchor plate: l x l x t = 7.000 in. x 8.500 in. x 0.500 in.; (Recommended plate thickness: not calculated)
xy
Profile: no profile
Base material: cracked concrete, 3000, f' = 3000 psi; h = 6.000 in.
c
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) yes (D.3.3.5)
Geometry \[in.\] & Loading \[lb, in.lb\]
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:20
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:HW001 & 002
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values \[lb\]Utilization
LoadingProofLoadCapacity / \[%\]Status
aaaaaaaa
NV
Tension Concrete Breakout Strength1036383528 / -OK
Shear Concrete edge failure in direction x+4063351- / 13OK
LoadingStatus
Utilization \[%\]
aaaaaaaayyyyaaaa
NVN,V
Combined tension and shear loads0.2700.1215/315OK
3 Warnings
Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted
prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the
data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be
put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly
with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an
aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or
suitability for a specific application.
You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:21
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:COMPMA001
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ - CS 3/4 (3 3/4)
Effective embedment depth: h = 3.750 in., h = 4.313 in.
efnom
Material: Carbon Steel
Evaluation Service Report: ESR-1917
Issued I Valid: 5/1/2013 | 5/1/2015
Proof: design method ACI 318 / AC193
Stand-off installation: e = 0.000 in. (no stand-off); t = 0.500 in.
b
Anchor plate: l x l x t = 7.000 in. x 8.500 in. x 0.500 in.; (Recommended plate thickness: not calculated)
xy
Profile: no profile
Base material: cracked concrete, 3000, f' = 3000 psi; h = 6.000 in.
c
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) yes (D.3.3.5)
Geometry \[in.\] & Loading \[lb, in.lb\]
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:22
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:COMPMA001
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values \[lb\]Utilization
LoadingProofLoadCapacity / \[%\]Status
aaaaaaaa
NV
Tension Concrete Breakout Strength2616411564 / -OK
Shear Concrete edge failure in direction x+7463351- / 23OK
LoadingStatus
Utilization \[%\]
aaaaaaaayyyyaaaa
NVN,V
Combined tension and shear loads0.6360.2235/356OK
3 Warnings
Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted
prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the
data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be
put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly
with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an
aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or
suitability for a specific application.
You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:23
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:PUMPMV001
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ - CS 3/4 (3 3/4)
Effective embedment depth: h = 3.750 in., h = 4.313 in.
efnom
Material: Carbon Steel
Evaluation Service Report: ESR-1917
Issued I Valid: 5/1/2013 | 5/1/2015
Proof: design method ACI 318 / AC193
Stand-off installation: e = 0.000 in. (no stand-off); t = 0.500 in.
b
Anchor plate: l x l x t = 7.000 in. x 8.500 in. x 0.500 in.; (Recommended plate thickness: not calculated)
xy
Profile: no profile
Base material: cracked concrete, 3000, f' = 3000 psi; h = 6.000 in.
c
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) yes (D.3.3.5)
Geometry \[in.\] & Loading \[lb, in.lb\]
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.4.9
www.hilti.us
Company:The VMC GroupPage:24
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:PUMPMV001
Phone I Fax:713-466-0003 | 713-466-1355Date:1/6/2015
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values \[lb\]Utilization
LoadingProofLoadCapacity / \[%\]Status
aaaaaaaa
NV
Tension Concrete Breakout Strength1816422244 / -OK
Shear Concrete edge failure in direction x+4593351- / 14OK
LoadingStatus
Utilization \[%\]
aaaaaaaayyyyaaaa
NVN,V
Combined tension and shear loads0.4300.1375/329OK
3 Warnings
Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted
prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the
data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be
put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly
with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an
aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or
suitability for a specific application.
You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan