Equipment Seismic Anchorage – ThermoFisher Scientific Freezers · Equipment Seismic Anchorage ... Equipment Seismic Anchorage – ThermoFisher Scientific Freezers ... • Design

EQUIPMENT SEISMIC ANCHORAGE – THERMOFISHER SCIENTIFIC FREEZERS

2012-0432-DC-001

REV. 1

PREPARED FOR: THERMOFISHER SCIENTIFIC CONTACT: ANDREW GARROD 275 AIKEN ROAD, ASHEVILLE, NC 28804 828-658-2862 PREPARED BY: TOBOLSKI|WATKINS ENGINEERING, INC. PROJECT MANAGER: MATTHEW TOBOLSKI, PHD, SE 9246 LIGHTWAVE AVE, SUITE 140 SAN DIEGO, CA 92123 858-381-5843 TWEI Contract: 2011-0432-CO-001, rev. 0 Effective Date: 9/12/2012

AUTHORIZATION FOR RELEASE OF CALCULATION

Calculation Title: Equipment Seismic Anchorage – ThermoFisher Scientific Freezers

Calculation Number.: 2012-0432-DC-001 Rev. No.:1 Analyzed System: ThermoFisher Scientific Freezers Total Number of Pages (including this cover sheet): 91 Total Number of Attachments: 1 Purpose of Revision: Revision based on TFS and QuickHold! Inputs

ORIGINATOR James Linjun Yan, PhD, PE 09/12/2012 Print Name Signature Date

REVIEWER Matthew Tobolski, PhD, SE 09/12/2012 Print Name Signature Date

INDEPENDENT REVIEWER (if required) NA Print Name Signature Date

FINAL APPROVER Matthew Tobolski, PhD, SE 09/12/2012 Print Name Signature Date

Equipment Seismic Anchorage – ThermoFisher Scientific Freezers Page 2

2012-0432-DC-001, revision 0 9/12/2012

Document History Rev. Date Reason for Revision Revised by 0 8/3/2012 Initial Issue James Linjun Yan,

PhD, PE 1 9/12/2012 Revision based on TFS and

QuickHold! Inputs James Linjun Yan, PhD, PE

List of Effective Pages Section Pages Revision

Body 86 1 Attachment A 15 1


2012-0432-DC-001, revision 0 9/12/2012

Executive Summary TWEI has been retained to develop a series of anchorage design details and calculations for seismic restraint of a series of freezer products by ThermoFisher Scientific. These anchor details are designed using an off-the-shelf system provided by QuakeHOLD! Industrial for use with systems in California or other seismic regions. A total of 15 different freezers (as defined by cut sheets in Appendix A) were covered by this study. For each freezer, a kit for seismic restraint (per TWEI drawing 2012-0432-DD-001) will be provided, including the following essential components:

• A frame of unistrut installed against the freezer’s base on all four sides to resist seismic shear.

• A strap with pretension force wrapping around the freezer from side to side, which is tied down to the unistrut frame to resist the unit overturning due to seismic force.

• Post-installed anchors (Hilti 1/2in dia. KB-TZ anchors with min 2in embedment per ICC-ES ESR 1917) for the connection of the unistrut frame to supporting concrete slab by others, to resist seismic shear and uplift force due to overturning.

A systematical check of each system was performed to ensure a complete load path can be established to provide the expected seismic restraint mechanism. The detailed calculations are documented in this report and the main design considerations are summarized below:

• Code standards: IBC 2009 and ASCE 7-05. • Design seismic force for each freezer is developed per ASCE 7-05 Chapter 13 for

nonstructural components, with the following seismic parameters: o Component amplification factor, ap = 2.5 o Component response modification factor, Rp = 6 o Component important factor, Ip = 1.0

• Consideration of Center Gravity (C.G.): o Maximum height of C.G. is 2/3 of overall unit height. o Maximum 10% eccentricity of C.G. each horizontal direction.

• The supporting structure provided by others is a normal weight concrete slab of minimum 4.5in thickness and minimum compression strength, fc’=2500psi.

• Maximum site demands (in terms of short period spectral acceleration, SDS) considered for each freezer of different installation heights are summarized in the table on next page.

Please note that this study is only limited to ensure structural adequacy of the seismic restraint system provided for each freezer, which does not include structural integrity check of freezer itself.


2012-0432-DC-001, revision 0 9/12/2012

Note: h: Average roof height of building with respect to the building base. z: Height in building of unit installation with respect to the building base.


2012-0432-DC-001, revision 0 9/12/2012

Table of Contents Document History ......................................................................................................................................2

List of Effective Pages ................................................................................................................................2

Executive Summary ...................................................................................................................................3

Table of Contents ........................................................................................................................................5

Section 1. Seismic Restraint Design of Freezers for z/h=0 ...................................................................6

Section 2. Seismic Restraint Design of Freezers for z/h=1 ...................................................................7

Section 3. Check of Post-Installed Anchors.............................................................................................8

Appendix A. Cut Sheets of ThermoFisher Scientific Freezers .............................................................9


2012-0432-DC-001, revision 0 9/12/2012

Section 1. Seismic Restraint Design of Freezers for z/h=0

Project Name: Cal. No.: 2012-0432-DC-002, r0Project No.: Originator: JY

Item: Reviewer: MTConfiguratoin No.: Date: 9/12/2012

Tobolski Watkins Engineering, Inc.

Notes:

Description Variable Value Units Equation / Reference

1. Unit Basic Information

Unit weight Wp 550 lbf per unit cut sheetUnit width B 24 in per unit cut sheetUnit depth D 26.2 in per unit cut sheetUnit height H 73.62 in per unit cut sheet

Caster out to out distance Dc 21.3 in per unit cut sheet

Unistrut spacing in side to side direction Sss 26.63 in Sss = B+1"+1 5/8"Unistrut spacing in front to back direction Sfb 22.93 in Sfb = Dc+1 5/8"

CG location Hcg 49.08 in Hcg = H*2/3CG eccentricity in side to side direction ess 2.40 in ess = 0.1B

CG eccentricity in front to back direction efb 2.62 in efb = 0.1D

2. Seismic Force Calculation

Short period spectral response acceleration SDS 2.5Average roof height of structure h 1 normalized height

Height in structure of component attachment z 0 normalized heightComponent repsonse amplication factor ap 2.5

Component repsonse modification factor Rp 6Component important factor Ip 1

Seismic design force Fp 229.17 lbf Eq. 13.3-1Max seismic design force Fp,max 2200.00 lbf Eq. 13.3-2Min seismic design force Fp,min 412.50 lbf Eq. 13.3-3

Final seismic design force Fp 412.50 lbf min(Fp,max, max(Fp, Fp,min))

3. Load Combinations

(1.2 + 0.2SDS)D + Ex Section 2.3.2 basic load comb 5 for x dir(1.2 + 0.2SDS)D + Ey Section 2.3.2 basic load comb 5 for y dir(0.9 - 0.2SDS)D + Ex Section 2.3.2 basic load comb 7 for x dir(0.9 - 0.2SDS)D + Ey Section 2.3.2 basic load comb 7 for y dir

4. Check of Strap4.1 Side to Side Direction

Overturning moment due to seismic foce MOT 20245.50 lbf-in MOT = Fp*Hcg

Resisting moment by gravity MR.grav 2400.75 lbf-in MR.grav = (0.9-0.2*SDS)Wp*(Sss/2-ess)Resisting moment by strap MR.strap 17844.75 lbf-in MR.strap = MOT - MR.grav

Required strap froce for side to side direction Fss 670.23 lbf Fss = MR.strap/Sss

4.2 Front to Back Direction


Resisting moment by gravity MR.grav 1945.35 lbf-in MR.grav = (0.9-0.2*SDS)Wp*(Sfb/2-efb)Resisting moment by strap MR.strap 18300.15 lbf-in MR.strap = MOT - MR.grav

Required strap froce for front to back direction Ffb 798.26 lbf Ffb = MR.strap/(Sfb/2*2)

4.3 Check of Strap

Tested allowable capacity of strap Ta 1500 lbf per information of QuakHold Part No. 44627-11 with 2" StrapMax strap force Fmax 798.26 lbf Fmax = max(Fss, Ffb)

Demand capacity ratio DCR 0.38 O.K. DCR = Fmax/(1.4Ta), O.K. if DCR < 1.

Sesimic Restraints of Freezers1. Seismic force is determined per Section 13.3 of ASCE 7.2. Strap is tied down by eye bolt to unistrut, which is anchored to slab below by (2) post installed anchors of max 8in spacing. 3. In addition, for unistrut on the side, one post installed anchor is provided at max 6.5in from each end.

Freezers (Thermo Fisher Scientific)0432LRF 121

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Notes:




5. Check of Unistrut

Unistrut allowable bending capacity for any dir. bending Ma 5070 lbf-in for 1 5/8in unistrut P1000 12GAModified bending capacity for HS/T Section Ma 4309.5 lbf-in for 1 5/8in unistrut P1000T 12GA

Max spacing of anchors next to strap Sanchor 8 inMax distance of end anchors to the end of unistrut Danchor 6.5 in

5.1 Side to Side Direction

Unistrut on one side resisting strap force by bending in vertical direction

Ultimate moment in unistrut due to strap force Mu1 1340.45 lbf-in Mu1 = Fss*Sanchor/4Unbraced length L 8 in

Capcity reduction factor f 1 per unistruct catalog page 56 for P1000 beam.Unistrut ultimate bending capacity ØMn 6033.30 lbf-in ØMn = f*1.4*Ma

Demand capacity ratio DCR 0.22 O.K. DCR = Mu1/ØMn

Unistrut on the other side resisting seismic shear by anchor shear


Unistrut on each side resisting strap force by bending in vertical direction

Ultimate moment in unistrut due to strap force Mu1 1596.52 lbf-in Mu1 = Ffb*Sanchor/4Unbraced length L 8 in



Unistrut on front and back sides resisting seismic shear by sideway bending

Ultimate moment in unistrut due to seismic shear Mu2 495.00 lbf-in Mu2 = Fp/2*0.1*BUnbraced length L 25.00 in L = B+1"

Capcity reduction factor f 0.99 per unistruct catalog page 56 for P1000 beam.Unistrut ultimate bending capacity ØMn 5972.97 lbf-in ØMn = f*1.4*Ma


6. Calculation of Post Installed Anchor Force6.1 Side to Side Direction

Anchor bolts of unistrut on one side resisting tension only (Case 1 for anchor check)

Ultimate tension force in anchor Tu1 335.11 lbf Tu1 = Fss/2

End anchor bolts of unistrut on the other side resisting shear only (Case 2 for anchor check)

Ultimate shear force in anchor Vu2 206.25 lbf Vu2 = Fp/2


Anchor bolts of unistruts on both sides resisting both tension and shear (Case 3 for anchor check)

Ultimate tension force in anchor Tu3 399.13 lbf Tu3 = Ffb/2Ultimate shear force in anchor Vu3 51.56 lbf Vu3 = Fp/8

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Notes:



Unit weight Wp 800 lbf per unit cut sheetUnit width B 28 in per unit cut sheetUnit depth D 33 in per unit cut sheetUnit height H 79.23 in per unit cut sheet





















4.3 Check of Strap








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Short period spectral response acceleration SDS 2Average roof height of structure h 1 normalized height















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Unit weight Wp 1100 lbf per unit cut sheetUnit width B 56.5 in per unit cut sheetUnit depth D 31.5 in per unit cut sheetUnit height H 79.23 in per unit cut sheet





















4.3 Check of Strap





Max spacing of anchors next to strap Sanchor 8 in


Freezers (Thermo Fisher Scientific)0432LRF 454a

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Notes:




Max distance of end anchors to the end of unistrut Danchor 6.5 in
























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Notes:



Unit weight Wp 1250 lbf per unit cut sheetUnit width B 56.5 in per unit cut sheetUnit depth D 33 in per unit cut sheetUnit height H 79.23 in per unit cut sheet





















4.3 Check of Strap







Freezers (Thermo Fisher Scientific)0432LRF 504b

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Freezers (Thermo Fisher Scientific)0432ULT 136

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Unit weight Wp 1300 lbf per unit cut sheetUnit width B 23 in per unit cut sheetUnit depth D 35.9 in per unit cut sheetUnit height H 78 in per unit cut sheet





















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Unit weight Wp 1600 lbf per unit cut sheetUnit width B 28.4 in per unit cut sheetUnit depth D 35.9 in per unit cut sheetUnit height H 78 in per unit cut sheet





















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Freezers (Thermo Fisher Scientific)0432ULT 5009a

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Freezers (Thermo Fisher Scientific)0432ULT 179b

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2012-0432-DC-001, revision 0 9/12/2012

Section 2. Seismic Restraint Design of Freezers for z/h=1




Notes:



Unit weight Wp 550 lbf per unit cut sheetUnit width B 24 in per unit cut sheetUnit depth D 26.2 in per unit cut sheetUnit height H 73.62 in per unit cut sheet





















4.3 Check of Strap





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Unit weight Wp 1250 lbf per unit cut sheetUnit width B 56.5 in per unit cut sheetUnit depth D 33 in per unit cut sheetUnit height H 79.23 in per unit cut sheet





















4.3 Check of Strap








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Resisting moment by gravity MR.grav 40680.00 lbf-in MR.grav = (0.9-0.2*SDS)Wp*(Sss/2-ess)Resisting moment by strap MR.strap -2649.60 lbf-in MR.strap = MOT - MR.grav

Required strap froce for side to side direction Fss -30.24 lbf Fss = MR.strap/Sss





4.3 Check of Strap








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Notes:







Ultimate moment in unistrut due to strap force Mu1 -60.48 lbf-in Mu1 = Fss*Sanchor/4Unbraced length L 8 in


Demand capacity ratio DCR -0.01 O.K. DCR = Mu1/ØMn













Ultimate tension force in anchor Tu1 -15.12 lbf Tu1 = Fss/2






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2012-0432-DC-001, revision 0 9/12/2012

Section 3. Check of Post-Installed Anchors

Page 8.1

Summary of Anchor Force

z/h = 0

z/h = 1

Configuration Unit Demand Case 1 Case 2Name SDS Tu1 Vu2 Tu3 Vu3

(lbf) (lbf) (lbf) (lbf)1 LRF 12 2.50 335.11 206.25 399.13 51.562 LRF 23 2.30 404.12 276.00 450.99 69.003 LRF 30 2.00 330.86 300.00 467.75 75.00

4a LRF 45 1.60 106.83 264.00 442.69 66.004b LRF 50 1.70 143.21 318.75 464.69 79.695 LRF 75 1.40 2.65 336.00 441.22 84.006 ULT 13 1.50 274.14 303.75 452.06 75.947 ULT 300 1.60 478.47 312.00 362.09 78.008 ULT 400 1.60 454.08 384.00 445.64 96.00

9a ULT 500 1.50 365.01 416.25 462.91 104.069b ULT 17 1.70 381.87 382.50 455.09 95.63

10a ULT 600 1.40 278.64 441.00 466.01 110.2510b ULT 23 1.60 280.38 396.00 454.17 99.0011a ULT 700 1.20 153.74 450.00 413.24 112.5011b ULT 28 1.50 207.54 405.00 444.82 101.25Max Max 478.47 450.00 467.75 112.50

Case 3

Configuration Unit Demand Case 1 Case 2Name SDS Tu1 Vu2 Tu3 Vu3

(lbf) (lbf) (lbf) (lbf)1 LRF 12 1.70 367.77 233.75 441.03 58.442 LRF 23 1.40 381.60 280.00 430.95 70.003 LRF 30 1.20 298.29 300.00 437.13 75.00

4a LRF 45 1.00 89.97 275.00 441.47 68.754b LRF 50 1.00 102.23 312.50 419.47 78.135 LRF 75 0.90 -15.12 360.00 455.68 90.006 ULT 13 0.90 241.15 303.75 420.78 75.947 ULT 300 1.00 472.85 325.00 353.03 81.258 ULT 400 1.00 441.69 400.00 434.50 100.00

9a ULT 500 0.90 319.82 416.25 419.89 104.069b ULT 17 1.10 388.59 412.50 468.60 103.13

10a ULT 600 0.85 238.19 446.25 429.80 111.5610b ULT 23 1.00 259.96 412.50 442.36 103.1311a ULT 700 0.80 167.45 500.00 455.93 125.0011b ULT 28 0.90 163.77 405.00 402.84 101.25Max Max 472.85 500.00 468.60 125.00

Case 3

www.hilti.us Profis Anchor 2.3.0

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

Company:Specifier:Address:Phone I Fax:E-Mail:

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Page:Project:Sub-Project I Pos. No.:Date:

10432Case 19/11/2012

Specifier's comments:

1 Input data

Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (2)

Effective embedment depth: hef = 2.000 in., hnom = 2.375 in.

Material: Carbon Steel

Evaluation Service Report:: ESR 1917

Issued I Valid: 5/1/2011 | 5/1/2013

Proof: design method ACI 318 / AC193

Stand-off installation: - (Recommended plate thickness: not calculated)

Profile: no profile

Base material: cracked concrete, 2500, fc' = 2500 psi; h = 4.500 in.

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.3.3.6)

Geometry [in.] & Loading [lb, in.lb]

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20432Case 19/11/2012

2 Load case/Resulting anchor forces

Load case: Design loads

Anchor reactions [lb]

Tension force: (+Tension, -Compression)

Anchor Tension force Shear force Shear force x Shear force y 1 478 0 0 0

max. concrete compressive strain: - [‰]max. concrete compressive stress: - [psi]resulting tension force in (x/y)=(0.000/0.000): 0 [lb]resulting compression force in (x/y)=(0.000/0.000): 0 [lb]

3 Tension load

Load Nua [lb] Capacity ffffNn [lb] Utilization bbbbN = Nua/ffffNn Status

Steel Strength* 478 8029 6 OK

Pullout Strength* N/A N/A N/A N/A

Concrete Breakout Strength** 478 469 102 not recommended

* anchor having the highest loading **anchor group (anchors in tension)

3.1 Steel Strength

Nsa = ESR value refer to ICC-ES ESR 1917f Nsteel ≥ Nua ACI 318-08 Eq. (D-1)

Variables

n Ase,N [in.2] futa [psi] 1 0.10 106000

Calculations

Nsa [lb] 10705

Results

Nsa [lb] fsteel f Nsa [lb] Nua [lb]

10705 0.750 8029 478

Page 8.3

OK for 2% Minor Overstress

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30432Case 19/11/2012

3.2 Concrete Breakout Strength

Ncb = ( ANc

ANc0) yed,N yc,N ycp,N Nb ACI 318-08 Eq. (D-4)

f Ncb ≥ Nua ACI 318-08 Eq. (D-1)ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b)

ANc0 = 9 h2ef ACI 318-08 Eq. (D-6)

yec,N = (1

1 + 2 e'

N

3 hef) ≤ 1.0 ACI 318-08 Eq. (D-9)

yed,N = 0.7 + 0.3 ( ca,min

1.5hef) ≤ 1.0 ACI 318-08 Eq. (D-11)

ycp,N = MAX(ca,min

cac, 1.5hef

cac) ≤ 1.0 ACI 318-08 Eq. (D-13)

Nb = kc l √f'c h1.5ef ACI 318-08 Eq. (D-7)

Variables

hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.] yc,N 2.000 0.000 0.000 ∞ 1.000

cac [in.] kc l f

'c [psi]

5.500 17 1 2500

Calculations

ANc [in.2] ANc0 [in.2] yec1,N yec2,N yed,N ycp,N Nb [lb] 36.00 36.00 1.000 1.000 1.000 1.000 2404

Results

Ncb [lb] fconcrete fseismic

fnonductile

f Ncb [lb] Nua [lb]

2404 0.650 0.750 0.400 469 478

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40432Case 19/11/2012

4 Shear load

Load Vua [lb] Capacity ffffVn [lb] Utilization bbbbV = Vua/ffffVn Status

Steel Strength* N/A N/A N/A N/A

Steel failure (with lever arm)* N/A N/A N/A N/A

Pryout Strength* N/A N/A N/A N/A

Concrete edge failure in direction ** N/A N/A N/A N/A

* anchor having the highest loading **anchor group (relevant anchors)

5 Warnings

• To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading!

• Condition A applies when supplementary reinforcement is used. The Φ factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c).

• Refer to the manufacturer's product literature for cleaning and installation instructions.

• Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard!

• An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-08 Appendix D, Part D.3.3.4 this requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, Part D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. In lieu of D.3.3.4 and D.3.3.5, the minimum design strength of the anchors shall be multiplied by a reduction factor per D.3.3.6. An alternative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "non-structural components" as defined in ASCE 7, Section 13.4.2. An alternative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "wall out-of-plane forces" as defined in ASCE 7, Equation 12.11-1 or Equation 12.14-10.

• It is the responsibility of the user when inputting values for brittle reduction factors (fnonductile) different than those noted in ACI 318-08, Part D.3.3.6 to determine if they are consistent with the design provisions of ACI 318-08, ASCE 7 and the governing building code. Selection of fnonductile = 1.0 as a means of satisfying ACI 318-08, Part D.3.3.5 assumes the user has designed the attachment that the anchor is connecting to undergo ductile yielding at a force level <= the design strengths calculated per ACI 318-08, Part D.3.3.3.

Fastening does not meet the design criteria!

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50432Case 19/11/2012

6 Installation data

Anchor plate, steel: - Anchor type and diameter: Kwik Bolt TZ - CS, 1/2 (2)Profile: - Installation torque: 480.001 in.lbHole diameter in the fixture: - Hole diameter in the base material: 0.500 in.Plate thickness (input): - Hole depth in the base material: 2.375 in.Recommended plate thickness: - Minimum thickness of the base material: 4.000 in.Cleaning: Manual cleaning of the drilled hole according to instructions for use is required.Coordinates Anchor in.

Anchor x y c-x c+x

c-y

c+y

1 0.000 0.000 - - - -

7 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.

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10432Case 29/11/2012


1 Input data





Issued I Valid: 5/1/2011 | 5/1/2013



Profile: no profile






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20432Case 29/11/2012







3 Tension load


Steel Strength* N/A N/A N/A N/A


Concrete Breakout Strength** N/A N/A N/A N/A


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30432Case 29/11/2012

4 Shear load




Pryout Strength** 500 505 100 OK



4.1 Steel Strength

Vseis = ESR value refer to ICC-ES ESR 1917f Vsteel ≥ Vua ACI 318-08 Eq. (D-2)

Variables

n Ase,V [in.2] futa [psi] 1 0.10 106000

Calculations

Vsa [lb] 5495

Results

Vsa [lb] fsteel f Vsa [lb] Vua [lb]

5495 0.650 3572 500

4.2 Pryout Strength

Vcp = kcp [(ANc

ANc0) yed,N yc,N ycp,N Nb] ACI 318-08 Eq. (D-30)

f Vcp ≥ Vua ACI 318-08 Eq. (D-2)ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b)

ANc0 = 9 h2ef ACI 318-08 Eq. (D-6)

yec,N = (1

1 + 2 e'

N

3 hef) ≤ 1.0 ACI 318-08 Eq. (D-9)

yed,N = 0.7 + 0.3 ( ca,min

1.5hef) ≤ 1.0 ACI 318-08 Eq. (D-11)

ycp,N = MAX(ca,min

cac, 1.5hef

cac) ≤ 1.0 ACI 318-08 Eq. (D-13)


Variables

kcp hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.]

1 2.000 0.000 0.000 ∞

yc,N cac [in.] kc l f

'c [psi]

1.000 5.500 17 1 2500

Calculations


Results

Vcp [lb] fconcrete fseismic

fnonductile

f Vcp [lb] Vua [lb]

2404 0.700 0.750 0.400 505 500

Page 8.9

www.hilti.us




|


40432Case 29/11/2012

5 Warnings







Fastening meets the design criteria!

Page 8.10

www.hilti.us




|


50432Case 29/11/2012

6 Installation data


Anchor x y c-x c+x

c-y

c+y

1 0.000 0.000 - - - -




Page 8.11

www.hilti.us




|


10432Case 39/11/2012


1 Input data





Issued I Valid: 5/1/2011 | 5/1/2013



Profile: no profile






Page 8.12

www.hilti.us




|


20432Case 39/11/2012







3 Tension load




Concrete Breakout Strength** 469 469 101 not recommended


3.1 Steel Strength

Nsa = ESR value refer to ICC-ES ESR 1917f Nsteel ≥ Nua ACI 318-08 Eq. (D-1)

Variables

n Ase,N [in.2] futa [psi] 1 0.10 106000

Calculations

Nsa [lb] 10705

Results

Nsa [lb] fsteel f Nsa [lb] Nua [lb]

10705 0.750 8029 469

Page 8.13


www.hilti.us




|


30432Case 39/11/2012

3.2 Concrete Breakout Strength

Ncb = ( ANc

ANc0) yed,N yc,N ycp,N Nb ACI 318-08 Eq. (D-4)

f Ncb ≥ Nua ACI 318-08 Eq. (D-1)ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b)

ANc0 = 9 h2ef ACI 318-08 Eq. (D-6)

yec,N = (1

1 + 2 e'

N

3 hef) ≤ 1.0 ACI 318-08 Eq. (D-9)

yed,N = 0.7 + 0.3 ( ca,min

1.5hef) ≤ 1.0 ACI 318-08 Eq. (D-11)

ycp,N = MAX(ca,min

cac, 1.5hef

cac) ≤ 1.0 ACI 318-08 Eq. (D-13)


Variables

hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.] yc,N 2.000 0.000 0.000 ∞ 1.000

cac [in.] kc l f

'c [psi]

5.500 17 1 2500

Calculations


Results

Ncb [lb] fconcrete fseismic

fnonductile

f Ncb [lb] Nua [lb]

2404 0.650 0.750 0.400 469 469

Page 8.14

www.hilti.us




|


40432Case 39/11/2012

4 Shear load




Pryout Strength** 103 505 21 OK



4.1 Steel Strength

Vseis = ESR value refer to ICC-ES ESR 1917f Vsteel ≥ Vua ACI 318-08 Eq. (D-2)

Variables

n Ase,V [in.2] futa [psi] 1 0.10 106000

Calculations

Vsa [lb] 5495

Results

Vsa [lb] fsteel f Vsa [lb] Vua [lb]

5495 0.650 3572 103

4.2 Pryout Strength

Vcp = kcp [(ANc

ANc0) yed,N yc,N ycp,N Nb] ACI 318-08 Eq. (D-30)

f Vcp ≥ Vua ACI 318-08 Eq. (D-2)ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b)

ANc0 = 9 h2ef ACI 318-08 Eq. (D-6)

yec,N = (1

1 + 2 e'

N

3 hef) ≤ 1.0 ACI 318-08 Eq. (D-9)

yed,N = 0.7 + 0.3 ( ca,min

1.5hef) ≤ 1.0 ACI 318-08 Eq. (D-11)

ycp,N = MAX(ca,min

cac, 1.5hef

cac) ≤ 1.0 ACI 318-08 Eq. (D-13)


Variables

kcp hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.]

1 2.000 0.000 0.000 ∞

yc,N cac [in.] kc l f

'c [psi]

1.000 5.500 17 1 2500

Calculations


Results

Vcp [lb] fconcrete fseismic

fnonductile

f Vcp [lb] Vua [lb]

2404 0.700 0.750 0.400 505 103

Page 8.15

www.hilti.us




|


50432Case 39/11/2012

5 Combined tension and shear loads

bN bV z Utilization bN,V [%] Status

1.000 0.204 1.000 101 not recommended

bNV = (bN + bV) / 1.2 <= 1

6 Warnings







Fastening does not meet the design criteria!

Page 8.16



www.hilti.us




|


60432Case 39/11/2012

7 Installation data


Anchor x y c-x c+x

c-y

c+y

1 0.000 0.000 - - - -




Page 8.17

www.hilti.us


2012-0432-DC-001, revision 0 9/12/2012

Appendix A. Cut Sheets of ThermoFisher Scientific Freezers

73.60

O.D. O

F SHELL

HOUSING, A

ND

CASTE

RS

1869.4

56.37

O.D. O

FEXTE

RIOR SHELL

1431.8

2.63

CASTE

R66.8

24.00

O.D. O

F EXTE

RIOR SHELL

609.6

14.60

370.8

52.37

I.D. O

F INTE

RIOR

1330.2

51.81

CLE

AR DOOR

OPENING

1316.0

5.00

127.0

20.00

508.0

2.00

WALL

THICKNESS (T

YP.)

50.8

1" ACCESS PORT

ON REAR W

ALL

5 SHELV

ES

1.31

GLA

SS DOOR

THICKNESS

33.3

1.875

DOOR HANDLE

47.63

27.25

692.2

.50

GASKET

THICKNESS

12.7

23.75

603.3

29.44

747.8

27.56

700.0

2.00

50.8

29.25

743.0

43.37

1101.6

CONDENSATE

SUMP

BREAKER STR

IP

CASTE

RS (4)

BOTT

LES W

/BRACKETS

FOR TEMPERATU

RE

PROBEELE

CTR

ICAL

PLU

G CONNECTION

.281

7.14

20.00

I.D. O

F INTE

RIORS

508.0

21.75

552.5

2.313

58.75

19.44

CLE

AR DOOR

OPENING

493.8

TOP VIEW SHOWN LESS DOOR FOR

CLA

RIFICATION TO ILLU

STR

ATE

INTE

RIOR DIMENSIONS

23.13

587.590

°

NOTE

S: I.D. = IN

NER DIMENSION

1.O.D. = OUTE

R DIMENSION

2.DUAL DIMENSION IN

CH OVER MM

3.

-60816

10-18-2011

INITIAL R

ELEA

SERE

VEC

N#DA

TEDE

SCRIPT

ION

REVISION

S

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

SIZE

SHEET 3 O

F 3

DWG. N

O.

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

3rd ANGLE

PROJECTION

322350

1204 +4C

LABORATORY REFRIGERATOR

GLASS DOOR

Paga A1

14.60

HOUSING

370.8

79.23

O.D. O

F SHELL

HOUSING, A

ND

CASTE

RS

2012.4

62.00

O.D. O

FEXTE

RIOR SHELL

1574.8

2.63

CASTE

R66.8

28.00

O.D. O

F EXTE

RIOR SHELL

711.2

20.00

508.0

5.00

127.0

2.00

WALL

THICKNESS (T

YP)

50.8

57.44

CLE

AR DOOR

OPENNING

1459.0

58.00

I.D. O

FINTE

RIOR

1473.2

1" ACCESS PORT

ON REAR W

ALL

4 SHELV

ES

1.31

GLA

SS DOOR

THICKNESS

33.3

1.875

DOOR HANDLE

47.63

34.00

863.6

.75

GASKET

THICKNESS

19.1

30.50

774.7

36.44

925.4

34.56

877.8

2.00

50.8

36.40

924.6

47.28

1200.9

CONDENSATE

SUMP

BREAKER STR

IP

CASTE

RS (4)

ELE

CTR

ICAL

PLU

G CONNECTION

BOTT

LES W

/BRACKETS

FOR TEMPERATU

RE

PROBE

23.44

CLE

AR DOOR

OPENNING

595.4

2.313

58.75

.281

7.14

24.00

I.D. O

F INTE

RIOR

609.6

29.00

736.6

TOP VIEW SHOWN LESS

DOOR FOR CLA

RIFICATIONTO

ILLU

STR

ATE

INTE

RIOR DIMENSIONS

27.15

689.6

90°

NOTE

S: I.D. = IN

NER DIMENSION

1.O.D. = OUTE

R DIMENSION

2.DUAL DIMENSION IN

CH OVER MM

3.

-60816

10-18-2011

INITIAL R

ELEA

SERE

VEC

N#DA

TEDE

SCRIPT

ION

REVISION

S

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

SIZE

SHEET 2 O

F 2

DWG. N

O.

3rd ANGLE

PROJECTION

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

322351

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE 2304 +4C


GLASS DOOR

SIZE

SHEET 2 O

F 2

DWG. N

O.

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

Paga A2

79.23

O.D. O

F SHELL

HOUSING, A

ND

CASTE

RS

2012.4

62.00

O.D. O

FEXTE

RIOR SHELL

1574.8

2.63

CASTE

RS

66.8

34.00

O.D. O

F EXTE

RIOR SHELL

863.6

14.60

370.9

5.00

127.0

20.00

508.0

58.00

I.D. O

F INTE

RIOR

1473.2

57.44

CLE

AR DOOR

OPENING

1459.0

2.00

WALL

THICKNESS (T

YP.)

50.8

1" ACCESS PORT

ON REAR W

ALL

4 SHE

LVES

1.31

GLA

SS DOOR

THICKNESS

33.3

1.875

DOOR HANDLE

47.63

34.00

863.6

.75

GASKET

THICKNESS

19.1

30.50

774.7

34.56

877.8

36.44

925.6

2.00

50.8

36.00

914.4

47.28

1200.9

BREAKER STR

IP

CASTE

RS (4)

ELE

CTR

ICAL

PLU

G CONNECTION

CONDENSATE

SUMP

BOTT

LES W

/BRACKETS

FOR TEMPERATU

RE

PROBE

29.438

CLE

AR DOOR

OPENING

747.73

29.00

736.6

2.313

58.75

.281

7.14

30.00

I.D. O

F INTE

RIOR

762.0

33.21

843.590

°


CLA

RIFICATION TO ILLU

STR

ATE

INTE

RIOR

DIMENSIONS

NOTE

S: I.D. = IN

NER DIMENSION

1.O.D. = OUTE

R DIMENSION

2.DUAL DIMENSION IN

CH OVER MM

3.

-60816

10-18-2011

INITIAL R

ELEA

SERE

VEC

N#DA

TEDE

SCRIPT

ION

REVISION

S

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

SIZE

SHEET 2 O

F 2

DWG. N

O.

3rd ANGLE

PROJECTION

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

322352

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

SIZE

SHEET 2 O

F 2

DWG. N

O.

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

3004 +4C


GLASS DOOR

Paga A3

56.50

O.D. O

F EXTE

RIOR SHELL

14.50

HOUSING

52.50

I.D. O

F INTE

RIOR

58.00

I.D.

OF

INTE

RIOR

62.00

O.D.

OF

EXTE

RIOR SHELL 79

.13

2.00 W

ALL

THICKNESS

(TYP)

2.63 CASTE

RS

20.00

5.00

GLA

SS

SLIDING

DOOR

DOOR LOCK

LOCATION

OPTIONAL

RECORDER

1" ACCESS PORT

ON REAR W

ALL

30.50

.187

DOOR FRAME

THICKNESS

34.50

33.50

CONDENSATE

SUMP,

HOT GAS SYSTE

MLO

CATE

D W

ITHIN UNIT

COMPARTM

ENT

CASTE

RS (4)

D57233

2009-11-10

REDR

AWN FR

OM CUR

RENT

SPE

CS.

REV

ECN#

DATE

DESC

RIPT

ION

REVISION

S

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

SIZE

SHEET 1 O

F 1

DWG. N

O.

3rd ANGLE

PROJECTION

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

34603I0

1

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

45' SLIDING DOOR GENERAL

SIZE

SHEET 1 O

F 1

DWG. N

O.

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

PURPOSE REFRIGERATOR, +04C

Paga A4

14.60

HOUSING

370.9

58.00

I.D. O

F INTE

RIOR

1473.2

62.00

O.D. O

FEXTE

RIOR SHELL

1574.8

79.23

O.D. O

F SHELL

HOUSING, A

ND

CASTE

RS

2012.4

56.50

O.D. O

F EXTE

RIOR SHELL

1435.1

2.63

66.82.00

WALL

THICKNESS (T

YP)

50.8

57.44

CLE

AR DOOR

OPENING

1459.0

5.00

127.0

20.00

508.0

1" ACCESS PORT

ON REAR W

ALL

8 SHELV

ES

52.50

I.D. O

F INTE

RIOR

1333.5

29.00

736.6

23.69

CLE

AR DOOR

OPENING

601.7

24.25

616.0

.281

7.14

2.313

58.75

26.00

660.4

2.673

67.89

34.00

863.6

.75

GASKET

THICKNESS

19.11.31

GLA

SS DOOR

THICKNESS

33.3

1.875

DOOR HANDLE

47.63

30.50

774.7

36.44

925.6

36.00

914.4

47.28

1200.9

BREAKER STR

IPS

CASTE

RS (4)

BOTT

LES W

/BRACKETS

FOR TEMPERATU

RE

PROBE

ELE

CTR

ICAL

PLU

G CONNECTION

2X27.73

704.2

90°

90°


CLA

RIFICATION TO ILLU

STR

ATE

INTE

RIOR DIMENSIONS

CONDENSATE

SUMP

NOTE

S: I.D. = IN

NEER DIMENSION

1.O.D. = OUTE

R DIMENSION

2.DUAL DIMENSION IS

INCH OVER MM

3.

-60816

10-18-2011

INITIAL R

ELEA

SERE

VEC

N#DA

TEDE

SCRIPT

ION

REVISION

S

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

SIZE

SHEET 2 O

F 2

DWG. N

O.

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

3rd ANGLE

PROJECTION

322353

5004 +4C


GLASS DOOR

Paga A5

29.00

I.D.

736.6

2.313

58.75

24.33

TYP.

618.0

4.00

TYP.

101.6

23.771

CLE

AR DOOR

OPENING TYP.

603.78

2.50

63.5

24.33

618.0

.281

TYP.

7.14

26.00

660.4

90°

90°

90°

85.00

O.D. O

F EXTE

RIOR

2159.0

20.00

508.0

5.00

127.0

57.44

CLE

AR DOOR

OPENING

1459.0

58.00

I.D. O

F INTE

RIOR

1473.2

62.00

O.D OF

EXTR

IOR SHELL

1574.8

2.00

WALL

THICKNESS

TYP.

50.8

2.63

CASTE

RS

66.8

79.23

O.D. O

F SHELL

HOUSING, A

ND

CASTE

RS

2012.4

3X 27.44

697.0

34.50

876.3

30.50

774.7

.75

GASKET

THICKNESS

19.1

1.31

GLA

SS DOOR

THICKNESS

33.3

47.28

1200.9

2.00

50.8

36.40

924.6

34.00

863.6

14.60

HOUSING

370.8

1.88

DOOR HANDLE

47.6

81.00

I.D. O

F INTE

RIOR

2057.4

BREAKER STR

IP

TOP VIEW SHOWN LESS DOOR

FOR CLA

RIFICATION TO

ILLU

STR

ATE

INTE

RIOR DIMENSIONS

CONDENSATE

SUMP

CASTE

RS(4)

1"ACCESS PORT

ON REAR W

ALL

12 SHELV

ES

ELE

CTR

ICAL

PLU

G CONNECTION

BOTT

LES W

/BRACKETS

FOR TEMPERATU

RE

PROBE

BREAKER STR

IP2.313

W/CORNER

TRIM-2.45

NOTE

S: I.D. = IN

NER DIMENSION

1.O.D. = OUTE

R DIMENSION

2.DUAL DIMENSION IS

INCH OVER MM

3.

-60816

10-18-2011

INITIAL R

ELEA

SERE

VEC

N #

DAT

E DES

CRIPTION

REVISION

S

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

SIZE

SHEET 3 O

F 3

DWG. N

O.

3rd ANGLE

PROJECTION

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

322354

AB

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

SIZE

SHEET 3 O

F 3

DWG. N

O.

B1

2So

lidWo

rks 20

07-10

-25CDE

F E D C B A

F

34

56

78

998

76

54

32

1

7504 +4C


GLASS DOOR

Paga A6

----

----

----

----

DRAW

ING

NUMB

ER:

DESC

RIPT

ION

OF R

EVISI

ONCA

DBY

REV

ECNN

O.

DATE

69.98

0 [1

777.4

9]

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ASED

FOR

PRO

DUCT

ION

DOOR

OPE

N @

180 0

TFI

TFI

o FR

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06

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29.18

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THIS

DO

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MEN

T C

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S PR

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MODE

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FREE

ZERS

BACK

IN

FORM

ATIO

N AN

D SU

CH IN

FORM

ATIO

N IS

NOT

BE

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CLOS

ED T

O OT

HERS

FOR

ANY

PUR

POSE

NOR

OWG

TITLE:

Gt

:NER

AL D

IMEN

SION

DRAW

ING

ULT

USED

FOR

MAN

UFAC

TURI

NG P

URPO

SES

WIT

HOUT

SC

ALE:

N/A

WRl

nEN

PERM

ISSIO

N FR

OM TH

ERMO

FISH

ER S

CIEN

TIFIC

OW

N: TF

I

MATE

RIAl:

N/A

PAINT

COlOR

: N/

ATh

enno

Fish

er

NOTE

: DUA

L DI

MENS

ION

IS IN

CH O

VER

METR

IC.

DRAW

ING

NUMB

ERS

CIE

NT

IFIC

OL

ERAN

CE U

NLES

S OT

HERW

ISE SP

ECIFI

ED

SIZE

ANGL

ES:

DECI

MAL:

.XX=±

.06

8920

-00-1

BBO

X 64

9. M

ARIE

nA, O

HIO

4575

0 .

XXX=

±.030

Paga A7

57.6

1463.2

18.2

463.4

23.0

584.1

19.9

504.5

3.1

77.5

1.0

24.5

2.1

52.6

78.0

1981.3

17.2

SHELF W

IDTH

436.3

51.2

1301.1

FRONT

USER IN

TERFA

CE

35.9

911.2

36.2

919.2

1.4

36.1

10.3

262.1

10.3

262.1

9.9

251.2

10.3

262.1

2.9

74.8

27.0

SHELF DEPTH

686.6

10.4

263.8

2.6

66.3

4X ADJU

STA

BLE

SHELV

ES

(3X SHELV

ES OPTIONAL)

49.2

1248.8

11.5

292.1

25.1

638.0

FLOOR REFE

RENCE

SERIAL

COMMUNICATION

POWER PLU

G

BACK

REMOTE

ALA

RM

CONTA

CT

POWER SWITCH

1.0[25.4]

ACCESS PORTS

.3 8.0

27.0

686.1

37.6

955.4

31.7

806.3

51.1

DOOR OPEN @

180

1299.0

2.6

66.3

2.6

66.3

58.6

DOOR OPEN @

901489.2

17.8

TANK W

IDTH

451.4

28.3

718.8

SYMBOLS

, DESIGNATIONS AND

1.GENERAL DRAWING METH

ODS

ENGWI002

ALL COMPONENTS

SHOULD

BE

2.RoH

S COMPLIANT

BASIC DIMENSION TOLE

RANCE

3.UNLE

SS OTH

ERWISE SPECIFIED:

.X = 0.100"

DUAL DIMENSION IS

INCH OVER

4.METR

IC.

-60347

2011-06-30

NEW REL

EASE

REV.

ECN #

DATE

DESC

RIPT

ION

REVISION

S

1211

10

J I H G AB

300

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

FREEZER UNIT

SIZE

SHEET 1 O

F 1

DWG. N

O.

3rd ANGLE

PROJECTION

D1

2So

lidWo

rks 20

07-10

-25CDEF

34

56

78

9

KLM

1314

1516

1718

19

M L K F E D C B AGHIJ

1918

1716

1514

139

87

65

43

21

1011

12

ULT

315100G01

Paga A8

19.9

504.8

18.2

463.4

57.6

1463.2

3.0

77.2

28.3

720.0

1.0

24.5

78.0

1981.3

2.1

52.6

22.5

SHELF W

IDTH

572.1

51.2

1301.1

FRONT

FOR GRILLE

SEE

DETA

IL VIEW

USER IN

TERFA

CE

WHITE BOARD

1.4

36.1

35.9

911.0

36.2

919.3

10.3

262.1

10.3

262.1

9.9

251.2

10.3

262.1

2.9

74.8

27.0

SHELF DEPTH

686.6

2.6

66.3

10.4

263.8

4X ADJU

STA

BLE

SHELV

ES

(3X SHELV

ES OPTIONAL)

49.2

1250.8

11.5

292.1

25.0

636.0

FLOOR REFE

RENCE

SERIAL

COMMUNICATION

POWER PLU

GBACK

REMOTE

ALA

RM

CONTA

CT

POWER SWITCH

1.0

[25

.4]

AC

CE

SS

PO

RT

S

.3 8.2

37.6

955.4

32.4

821.9

31.7

806.3 61.8

DOOR OPEN @

180

1570.6

2.6

66.3

64.0

DOOR OPEN @

901626.2

28.3

718.8

2.6

66.3

23.1

TANK W

IDTH

587.4

OPTIONAL CHART RECORDER

SYMBOLS

, DESIGNATIONS AND

1.GENERAL DRAWING METH

ODS

ENGWI002

ALL COMPONENTS

SHOULD

BE

2.RoH

S COMPLIANT

BASIC DIMENSION TOLE

RANCE

3.UNLE

SS OTH

ERWISE SPECIFIED:

.X = 0.100"

DUAL DIMENSION IS

INCH OVER

4.METR

IC.

DETAIL VIEW OF GRILLE

-60347

2011-06-30

NEW REL

EASE

REV.

ECN #

DATE

DESC

RIPT

ION

REVISION

S

1211

10

J I H G AB

400

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

FREEZER UNIT

SIZE

SHEET 1 O

F 1

DWG. N

O.

3rd ANGLE

PROJECTION

D1

2So

lidWo

rks 20

07-10

-25CDEF

34

56

78

9

KLM

1314

1516

1718

19


1918

1716

1514

139

87

65

43

21

1011

12

ULT

315100G02

Paga A9

1.4

36.1

35.9

911.2

36.2

919.3

2.6

66.3

2.9

74.8

27.0

SHELF DEPTH

686.6

9.9

251.2

10.3

262.1

10.3

262.1

10.3

262.1

10.4

263.8

4X ADJU

STA

BLE

SHELV

ES

(3X SHELV

ES

OPTIONAL)

49.2

1250.8

25.0

636.0

11.5

292.1

1.0[25.4]

ACCESS PORTS

REMOTE

ALA

RM

CONTA

CTS

SERIAL

COMMUNICATION

POWER SWITCH

POWER PLU

G

2.1

52.6

18.2

463.4

57.6

1463.0

34.0

862.8

3.0

77.2

19.9

504.6

1.0

24.5

28.2

SHELF W

IDTH

715.0

51.2

1301.2

78.0

1981.3

FRONT

USER IN

TERFA

CE

WHITE BOARD

FOR GRILLE

SEE DETA

IL VIEW

.3 8.1

38.0

964.8

37.6

955.4

31.8

808.1

73.1

DOOR OPEN @

180

1856.4

2.6

66.3

2.6

66.3

28.8

TANK W

IDTH

730.9

69.6

DOOR OPEN @

901769.1

28.3

718.8

OPTIONAL CHART

RECORDER

BACK

FLOOR REFE

RENCE

GRILLE

DETA

IL VIEW

1.SYMBOLS

, DESIGNATIONS AND

GENERAL DRAWING METH

ODS

ENGWI002

2. ALL COMPONENTS

SHOULD

BE

RoH

S COMPLIANT

3. BASIC DIMENSION TOLE

RANCE

UNLE

SS OTH

ERWISE SPECIFIED:

.X

= 0.100"

4. DUAL DIMENSION IS

INCH OVER

METR

IC.

-60347

2011-06-30

NEW REL

EASE

REV.

ECN #

DATE

DESC

RIPT

ION

REVISION

S

1211

10

J I H G AB

500

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

FREEZER UNIT

SIZE

SHEET 1 O

F 1

DWG. N

O.

3rd ANGLE

PROJECTION

D1

2So

lidWo

rks 20

07-10

-25CDEF

34

56

78

9

KLM

1314

1516

1718

19


1918

1716

1514

139

87

65

43

21

1011

12

ULT

315100G0

3

Paga A10

DRAW

ING

NUMB

ER:

8924

wOO

w1

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DE

SCRI

PTIO

N OF

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ISIO

NBY

CA

DRE

V EC

N NO

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TE69

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7.49]

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I RE

LEAS

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OR P

RODU

CTIO

N DO

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02

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AND

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IS N

OT T

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BE

DIS

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FOR

ANY

PUR

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: GE

NERA

L DIM

ENSI

ON D

RAW

ING

ULT

USED

FOR

MAN

UFAC

TURI

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WIT

HOUT

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NIA

WRITT

EN P

ERMI

SSIO

N FR

OM TH

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FISH

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CIENT

IFIC

DWN:

TFI

06/1/

2011

MA

TERIA

L: Nf

A

PAINT

COlOR

: NI

ATh

enno

Fish

arNO

TE: D

UAL

DIME

NSIO

N IS

INCH

OVE

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TRIC

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ES

CIE

NT

IFIC

TO

LERA

NCE

UNLE

SS O

THER

WISE

SPE

CIFIE

D DR

AWIN

G NU

MBER

AN

GLES

: DE

CIMAL

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=±,06

89

24.00

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BOX

649,

MAR

IETT

A, O

HIO

4575

0 .XX

X=:I:.0

30

Paga A11

18.2

463.4

57.6

1463.2

19.9

504.6

3.0

77.2

39.6

1005.7

1.0

24.5

2.1

52.678

.01981.3

33.8

SHELF W

IDTH

857.9

51.2

1301.2

FLOOR REFE

RENCE

USER IN

TERFA

CE

WHITE BOARD

FRONT

FOR GRILL SEE

DETA

IL VIEW

.3 8.0

43.6

1107.7

37.6

955.4

1.4

36.1

36.2

919.3

35.9

911.2

2.9

74.8

27.0

SHELF DEPTH

686.6

2.9

73.9

9.9

251.2

10.3

262.1

10.3

262.1

10.3

262.1

10.4

263.8

4X ADJU

STA

BLE

SHELV

ES

(3X SHELV

ES

OPTIONAL)

25.0

636.0

49.2

1250.8

2X11.5

292.9

ACCESS PORTS

1.0[25.4]

POWER PLU

G

POWER SWITCH

SERIAL

COMMUNICATION

REMOTE

ALA

RM

CONTA

CTS

BACK

31.8

808.1

84.3

DOOR OPEN @

180

2142.1

75.2

DOOR OPEN @

901910.8

2.6

66.3

2.6

66.3

34.4

TANK W

IDTH

874.5

28.3

718.8

OPTIONAL CHART RECORDER

GRILLE

DETA

IL VIEW

SYMBOLS

, DESIGNATIONS

1.AND GENERAL DRAWING

METH

ODS ENGWI002

ALL COMPONENTS

SHOULD

2.BE RoH

S COMPLIANT

DUAL DIMENSION IS

INCH

3.OVER METR

ICBASIC DIMENSION

4.TO

LERANCE UNLE

SS

OTH

ERWISE SPECIFIED:

.X = .100"

-60347

2011-06-30

NEW REL

EASE

REV

ECN#

DATE

DESC

RIPT

ION

REVISION

S

1211

10

J I H G AB

600

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

FREEZER UNIT

SIZE

SHEET 1 O

F 1

DWG. N

O.

3rd ANGLE

PROJECTION

D1

2So

lidWo

rks 20

07-10

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34

56

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9

KLM

1314

1516

1718

19


1918

1716

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139

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65

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21

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TITLE

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36.2

919.2

2.9

74.8

27.0

SHELF DEPTH

686.6

2.6

66.3

9.9

251.2

10.3

262.1

10.3

262.1

10.3

262.1

10.4

263.8

4X ADJU

STA

BLE

SHELV

ES

(3 SHELV

ES

OPTIONAL)

25.0

636.0

49.2

1250.8

11.5

292.9

SERIAL

COMMUNICATION

REMOTE

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POWER PLU

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ACCESS PORTS

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45.2

1148.6

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77.2

19.9

505.0

18.2

463.4

2.1

52.6

57.6

1463.2

2.6

66.3

51.2

1301.1

39.4

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IDTH

1000.8

78.0

1981.3

FOR GRILLE

SEE DETA

IL VIEW

USER IN

TERFA

CE

WHITE BOARD

31.8

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95.6

DOOR OPEN @

180

2427.9

2.6

65.6

2.6

65.6

40.0

TANK W

IDTH

1016.0

80.9

DOOR OPEN @

90

2054.8

28.3

718.8

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49.2

1250.6

37.6

955.4

OPTIONAL CHART

RECORDER

BACK

1.SYMBOLS

, DESIGNATIONS AND

GENERAL DRAWING METH

ODS

ENGWI002

2. ALL COMPONENTS

SHOULD

BE

RoH

S COMPLIANT

3. BASIC DIMENSION TOLE

RANCE

UNLE

SS OTH

ERWISE SPECIFIED:

.X=

0.100"

4. D

UAL DIMENSION IS

INCH OVER

METR

IC.

GRILLE

DETA

IL VIEW

FLOOR REFE

RENCE

-60347

2011-06-30

NEW REL

EASE

REV.

ECN #

DATE

DESC

RIPT

ION

REVISION

S

1211

10

J I H G AB

700

THE INFO

RMAT

ION CO

NTAINE

D HE

REIN IS

TH

E PR

OPRIET

ARY DA

TA OF TH

ERMO

FISH

ER SCIEN

TIFIC. IT IS

NOT

TO BE

RE

PROD

UCED

OR DISC

LOSE

D IN W

HOLE

OR

IN PAR

T WITHO

UT PRIOR

WRITT

EN

CONS

ENT OF

THE

RMO FISH

ER SCIEN

TIFIC.

DO NOT

SCA

LE THIS DR

AWING.

275 AIKEN ROAD

ASHEVILLE

, NC 28804

TITLE

FREEZER UNIT

SIZE

SHEET 1 O

F 1

DWG. N

O.

3rd ANGLE

PROJECTION

D1

2So

lidWo

rks 20

07-10

-25CDEF

34

56

78

9

KLM

1314

1516

1718

19


1918

1716

1514

139

87

65

43

21

1011

12

ULT

315100G0

5

Paga A14

DRAW

lNG N

UMBE

R: 89

30.00

-1

5.086

[1

29.18

]

84.08

5

96,98

0 [2

463.

29]

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OPE

N @

180"

36

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[929.0

8] I

[129

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& SW

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BACK

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IS IN

CH O

VER

METR

IC.

REV

ECN

NO.

DATE

BY

CA

D AP

PD

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OF R

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o FR

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06

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TF

I TF

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[940.3

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S: DE

CIMA

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89

30-00

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X=±.0

30

B

...---

Paga A15

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