Housekeeping Pads.pdf
Mar 26, 2015
Submittal Review
Swedish Edmonds ACCMarch 17, 2015
Project:Date:
of
1 1
Page:
Andris Lapins - NBBJ
Architect:
Scott Solberg - SellenAdam 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 135-230548001-1 – Seismic and Vibration for
Mechanical Equipment received electronically on March 3, 2015, and our comments are as
follows. (Note: All of our review comments are contained in this document. There are no
markups on any of the information sheets submitted.)
This submittal is a revision of the previous vibration isolation submittal. Sparling requested
that the submittal be revised and resubmitted due to discrepancies between the spec and the
submittal for the S-3 spring isolator that was located on the chiller. Specifically, a neoprene pad
needed to be inserted between the spring and the plate, along with a loading distribution
mechanism.
The revised submittal (Revision 3, the most recent revision from VMC) places ‘Custom MS-2E
vibration isolators with integral seismic restraint with Maxi-Flex Pads for 2” deflection’ on the
chillers. These pads replace the original neoprene cup of the spring with VMC “Gray”
elastomeric pads set beneath a metal plate.
The submittal does not appear to specify the thickness or shape of the Maxi-Flex Pads pads,
which should be ¾” to 1” thick. Please submit information on this product, such as specific
cutsheets, and specify the thickness.
Maureen Jackson – Sparling
cc
hb:B17787\\SR 230548.001
4100 194th St SW • Suite 400, Lynnwood, Washington 98036-4613
206-667-0555 800-667-0610 Fax: 206-667-0554
www.sparling.com
1 | Page
SUBMITTAL FOR APPROVAL
Submittal #: 135 -230548.001
Rev#: 1
7039. - SWEDISH/EDMONDS-AMBULATORY CARE
Priority: Medium
CENTER
Date: 03/02/2015
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: Seismic for Penthouse Equipment REVISED
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: 3/16/2015.
Additional Notes:
Item Number Spec Section Description Details Notes
135-001.1 Pump Skids Seismic
135-002.1 Cooling Towers Seismic
135-003.1 AHU & Chiller Seismic
135-004.0 Housekeeping Pad Layout
cc:
230548-001.1 Cooling Tower Seismic
Resubmittal
2/26/15
Please note that Amber Booth has increased the
size of the Embed Plate to 11 x 24.
Also please note that as in the last Revision
they are stating on Page 10-
No.4 bar with stirrups suppl. reinforcement is
required on curb
Page #
Item #
X: Tags - CTWR001
Calculate the maximum loading at the most critical restraint location.
MfrModelMin. limitActualMax. limit
EvapcoATWB 9-7H8
Ss =1.27ap = 2.5From the tables:Fp/Wp = 0.38 g's1.898 g's2.024 g's
z/h =1.0Rp = 2Fa = DLE
1.00
Site ClassCIp = 1.5S = Load Combination 11
0.844
DS
0.7
Use GroupIVCalc'd Seismic Design CategoryLoad Combination 20.6
D
Input DataCalculated Values
WeightHcgXcgYcgHoriz g'sVertical g'sPhxPz MaxPz Min
16130 #86.2"50.9"44.9"1.3290.4821.11821429 #18035 #7773 #
Overturning Rigid Weight Seismic Vertical
Restraint Locations
Iy1Ix1IxyJ1
LoadsDistributionDistribution
0.00"0.00"25802019228245996831 #2685 #98348125
50.88"0.00"02019-420196851 #2692 #98618148
101.50"0.00"25712019-227945916871 #2699 #98888171
101.50"89.88"2571201922794591-6831 #2691 #-3822-5534
50.88"89.88"0201942019-6851 #2685 #-3849-5557
0.00"89.88"25802019-22824599-6871 #2678 #-3877-5580
00
00
00
00
00
00
00
00
00
00
ThetaIy totalIx totalIxy totalJ total0 #16130 #180357773
Max Reactions per Location
179.9 deg0.002 rad1030212116022419
Comp (Max Vert)
9888 #
Tens. (Min Vert)
5580 #
Tanr max# Vertical Restraints# Horizontal Restraints
Shear
3578 #
-0.00267.8"66
X: Tags - CTWR001Wind Loads Per ASCE7-10
MfrEvapcoModelATWB 9-7H8DLW
101.5"Wind Speed115 mphEquiv g's0.22Load Combination 11.2
Length
1
89.9"Mean Height54 ftExposure SummaryLoad Combination 20.9
Depth
Urban/suburban, closely spaced buildings, trees
172.5"ExposureBB
Height
Open with scattered obstructions
16130 #qh25.9 psfC
Weight
Area
121.6 sq ftWind ForceDFlat, unobstructed, fields and water surfaces
3480 #
Calculate the maximum loading at the most critical restraint location.
XcgYcgHcgHoriz g'sVertical g'sPhPz MaxPz Min
47.8"41.5"86.3"0.2161.2000.9003480 #19356 #14517 #
Restraint LocationsOverturning StaticWind Distribution
Iy1Ix1IxyJ1
Loads1.0 g Vert
XYMax VertMin Vert
0.00"0.00"25802019228245991113 #3132 #4871 #3932 #
50.88"0.00"02019-420191113 #2894 #4585 #3717 #
101.50"0.00"25712019-227945911113 #2656 #4301 #3504 #
101.50"89.88"2571201922794591-1113 #2245 #1581 #908 #
50.88"89.88"0201942019-1113 #2482 #1866 #1121 #
0.00"89.88"25802019-22824599-1113 #2721 #2152 #1335 #
CxCyIy totalIx totalIxy totalJ total0 #16130 #19356 #14517 #
50.8"44.9"1030212116022419Comp (Max Vert)
4871 #
Maximum
Center of Restraints# Vertical Restraints# Horizontal RestraintsTens. (Min Vert)
0 #
Reactions
50.8"44.9"66Shear
580 #
Profis Anchor 2.5.0
www.hilti.us
Company:The VMC GroupPage:12
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:CTWR001
Phone I Fax:713-466-0003 | 713-466-1355Date:2/5/2015
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: AWS D1.1 GR. B 7/8
Effective embedment depth: h = 6.500 in.
ef
Material:
Proof: Design method ACI 318-08 / CIP
Stand-off installation: e = 0.000 in. (no stand-off); t = 0.750 in.
b
Anchor plate: l x l x t = 24.000 in. x 9.000 in. x 0.750 in.; (Recommended plate thickness: not calculated)
xy
Profile: no profile
Base material: cracked concrete, 3000, f' = 3000 psi; h = 20.000 in.
c
Reinforcement: tension: condition B, shear: condition B;
edge reinforcement: > No. 4 bar with stirrups
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 2.5.0
www.hilti.us
Company:The VMC GroupPage:13
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:CTWR001
Phone I Fax:713-466-0003 | 713-466-1355Date:2/5/2015
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values \[lb\]Utilization
LoadingProofLoadCapacity / \[%\]Status
aaaaaaaa
NV
Tension Concrete Breakout Strength55801214446 / -OK
Shear Concrete edge failure in direction x+35784346- / 83OK
LoadingStatus
Utilization \[%\]
aaaaaaaayyyyaaaa
NVN,V
Combined tension and shear loads0.4600.8235/3100OK
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
WHOBYTHEUSEHEREOFACKNOWLEDGETHEVMCGROUP'SOWNERSHIPANDAGREETOMAINTAINTHISINFORMATIONANDDESIGNINSTRICTCONFIDENCE.PROPRIETARY:EXCEPTASOTHERWISEAGREEDINWRITING,THEINFORMATIONANDDESIGNDISCLOSEDHEREINARETH
EPROPERTYOFTHEVMCGROUPANDMUSTNOTBECOPIEDORDISTRIBUTEDOUTSIDETHEVMCGROUPEXCEPTTOAUTHORIZEDPERSONSWITHAGENUINENEEDTOKNOW
CERTIFIEDFOR:
SALESORDER:CUSTOMERP.O.:CUSTOMER:JOBNAME:
1.STANDARDISOLATORFINISH:CASTINGANDWELDMENTS-ONECOATBLACKPAINT,
NOTES:
3.STATICLOADRATINGSONSHEET2OF2AREFORGUIDANCEONLY.VALUESAREBASEDONTESTSOR2.ESTIMATEDUNITWEIGHT:130LBS.
FACTORY.
CALCULATIONSWITHBASEPLATESBOLTEDTOSTEEL.FORATTACHMENTTOCONCRETE,CONSULTOPERATING
SPRINGS-POWDERCOAT,HARDWARE-ZINCELECTROPLATE.
FREEAND
HEIGHT
103/8
(3/4)9
1
SWEDISH EDMONDS ACC
7
GAP
1
1/4
43/4
5/8-11UNCTAPPED
HOLE(4TYP)
71/2
1719
21
ELASTOMERICCUP
1ADJUSTINGBOLT
VIBRATIONISOLATORS
SEISMICRESTRAINT
FORCLARITY)INTOPVIEW
(NOTSHOWN
3/4LIMITSTOP
MODELM2SH-2F
2"DEFLECTION
(3/4)
1/4
13/4
21/2
11/2
6
13/16DIAHOLEFOR
CONCRETE(6TYP)
ATTACHMENTTO
1.TWONESTEDSPRINGSYIELDTHISLOAD.THECOLORCODEINDICATEDISFOROUTERSPRING/INNERSPRING.NOTES:
M2SH-2F-4400NM2SH-2F-3800NM2SH-2F-3350NM2SH-2F-3000NM2SH-2F-2800M2SH-2F-2550NM2SH-2F-2300NM2SH-2F-2000M2SH-2F-1550NM2SH-2F-1300NM2SH-2F-1000M2SH-2F-850NM2SH-2F-550M2SH-2F-300
NOTE:MATERIALSHOWNISFOR(1)SET.
LOC7:LOC5:LOC3:LOC1:
CUSTOMEREQP'T.TAG:
MODELM2SH-2F2-SPRINGSEISMICISOLATORSFORNOMINAL2"DEFLECTION
MODEL
1
11111111
21
THEVMCGROUP
RATEDLOAD
Bloomingdale,NJ07403
ThePowerofTogether
Houston,TX77041
(LBS)
44003800335030002800255023002000155013001000
850550300
ISOLATORSELECTIONS
PROPERTIESMAYBESUBSTITUTEDASTHEYBECOMEAVAILABLE.
OTHERMATERIALS,COMPOUNDS,ORFINISHESWITHEQUALORSUPERIOR
3
4
DEFLECTION
RATED
2.002.002.002.002.002.002.002.002.002.002.002.002.002.00
(IN)
LOC8:LOC6:LOC4:LOC2:
DRAWINGNO.:
SHEET:SCALE:
SPRINGRATE
1OF2
6
5
(LB/IN)
NONE 22001900167515001400127511501000
775650500425275150
GRAY/GREENGRAY/REDGRAY/BLACKGREEN/REDGRAYGREEN/BLACKGREEN/BLUEGREENRED/BLACKRED/BLUEREDBLACK/BLUEBLACKBLUE
COLORCODE
87
SPRING
REVISION
WHOBYTHEUSEHEREOFACKNOWLEDGETHEVMCGROUP'SOWNERSHIPANDAGREETOMAINTAINTHISINFORMATIONANDDESIGNINSTRICTCONFIDENCE.PROPRIETARY:EXCEPTASOTHERWISEAGREEDINWRITING,THEINFORMATIONANDDESIGNDISCLOSEDHEREINARETH
EPROPERTYOFTHEVMCGROUPANDMUSTNOTBECOPIEDORDISTRIBUTEDOUTSIDETHEVMCGROUPEXCEPTTOAUTHORIZEDPERSONSWITHAGENUINENEEDTOKNOW
CERTIFIEDFOR:
SALESORDER:CUSTOMERP.O.:CUSTOMER:JOBNAME:
10.ADJUSTMENTISCOMPLETE.1.ISOLATORSARESHIPPEDFULLYASSEMBLEDANDARETOBESPACEDANDLOCATEDINACCORDANCE INSTALLATIONANDADJUSTMENTINSTRUCTIONS
9.ADJUSTALLLIMITSTOPNUTSTOOBTAINA1/4"MAXIMUMCLEARANCE.8.CHECKEQUIPMENTLEVELANDFINEADJUSTISOLATORSASNECESSARYTOOBTAINEQUIPMENTLEVEL.7.ADJUSTEACHANDEVERYISOLATORINSEQUENCE,ONEFULLCLOCKWISETURNATATIME.R
EPEAT6.BACK-OFFONTHETWO(2)SIDELIMITSTOPLOCKNUTS,SOTHATTHEYDONOTHAMPERTHE5.THEEQUIPMENTWEIGHTWILLCAUSETHESPRINGANDTHUSTHETOPPLATETODESCENDANDRESTON3.ANCHORALLISOLATORSTOTHEFLOORORSUB-BASEASRECOMMENDED
.2.LOCATEISOLATORSONALEVELFLOORORSUB-BASE,ENSURINGTHATALLISOLATORCENTERLINES
4.GENTLYPLACEMACHINEOREQUIPMENTONTOTOPPLATEOFISOLATORBOLTEQUIPMENTORSUBBASE
1.TOUSETHERATEDLOADCURVES:
RATEDLOADCURVES
3.THERATEDLOADCURVESASSUMEONEOFTHEFOLLOWINGMETHODSOFTIE-DOWNATEACHBOLT
4.THESUPPORTSTRUCTURE(BYOTHERS)ISTHERESPONSIBILITYOFTHEARCHITECTORENGINEER
NUTSCONTINUETOSHOWCLEARANCE.BASEPLATES.A1/4"MAXIMUMDIFFERENCEINELEVATIONCANBETOLERATED.MATCHTHEEQUIPMENTMOUNTINGHOLES.SHIMORGROUTASREQUIREDTOLEVELALLISOLATOR
THISPROCEDUREUNTILTHE1/4"OPERATINGCLEARANCEISOBTAINED.NOTE:BESURELIMITSTOPTHEUPPERBUMPERPADS.SHOULDNOTPROTRUDEMORETHAN1/8"BELOWTHETOPPLATE.SECURELYTOISOLATORUSINGMINIMUMASTMA325(SAEGR.5)HIGHSTRENGTHB
OLTS.BOLTS
ADJUSTMENTPROCESS.WITHINSTALLATIONDRAWINGSORASOTHERWISERECOMMENDED.
B.FOUR(4)3/4"DIA.BOLTSPERASTMA307ORBETTER.LOCATION:B.THEINTERSECTIONOFTHEHORIZONTALLOADANDVERTICALLOADMUSTFALLWITHINTHECURVE
OFRECORDANDSHALLBEDESIGNEDTOADEQUATELYSUPPORTTHEWEIGHTSANDFORCESSHOWN.A.FOUR(4)3/4"DIA.HILTI"KWIK-BOLTII"WEDGEANCHORS,WITHMINIMUM43/4"EMBEDMENTINTOA.CALCULATEVERTICALANDHORIZONTALFORCESACTINGONMOUNTI
NGS,INCLUDING
INSTALLATIONS,ASDESCRIBEDBELOW:
REPORT).BOLTSMAYBEUSED,PROVIDEDTHEYAREOFEQUALSTRENGTHANDHAVEACURRENTICBOFORTHESPECIFIEDPART.
c)IFANYANCHORFAILSTESTING,TESTALLANCHORSUNTILTWENTY(20)CONSECUTIVEANCHORSb)TESTINGSHOULDOCCUR24HOURSMINIMUMAFTERINSTALLATIONOFANCHORS.a)50%ORALTERNATEBOLTSINAGROUPSHALLBETENSIONTESTEDTO6200LBSTENSION
.3000PSICONCRETE.MINIMUMEDGEDISTANCEIS93/4".(NOTE:OTHERBRANDSOFANCHOR
TOACHIEVERATEDLOAD,"SPECIALINSPECTION"ISREQUIREDONALLCONCRETEANCHORTRANSLATIONSANDOVERTURNINGMOMENTS.
PASS,THENRESUMETHEINITIALTESTINGFREQUENCY.
SWEDISH EDMONDS ACC
VIBRATIONISOLATORS
SEISMICRESTRAINT
MODELM2SH-2F
2"DEFLECTION
VERTICALLOAD
100001100012000130001400015000160001700018000190002000021000
100020003000400050006000700080009000
0
0
1000
2000
THEVMCGROUP
Bloomingdale,NJ07403
ThePowerofTogether
Houston,TX77041
3000
(ATTACHMENTTOSTEEL)
4000
VERTICALLOAD(THOUSANDPOUNDS)
PROPERTIESMAYBESUBSTITUTEDASTHEYBECOMEAVAILABLE.
OTHERMATERIALS,COMPOUNDS,ORFINISHESWITHEQUALORSUPERIOR
SEISMICRATINGS
2022
1012141618
2468
HORIZONTALLOAD
5000
FIGURE2
(ATTACHMENTTOCONCRETE)
2
6000
HORIZONTALLOAD(THOUSANDPOUNDS)
4
SEISMICRATINGS
DRAWINGNO.:
SHEET:SCALE:
FIGURE1
6
7000
2OF2
NONE
8
8000
12000POUNDS
10
9000
12
14
10000
16
11000
REVISION