Specifications LtACIS SSC esNi .
/cif
October 10,2018
Mr. Nick Steers
Howard S Wright
1455 NW Irving Street, Ste,400
Portland, OR 97209
Re: Option Care—Accordion Partition
Dear Nick:
Attached please find calculation sheets Cl through C7, dated October 10, 2018, which verify the
structural adequacy of the Option Care—Accordion Partition project, as shown on sketch SKI.dated
October 10,2018. Design is based on the requirements of the 2014 Oregon Structural Specialty Code,
based on the 2012 International Building Code.
If you have any questions or need further information, please call me.
Sincerely,
Neil Schweitzer '4,*;71;;7t*.
NS/bd .6-4
y�
109-11
Attachments y , A4,T
ING
6,30. q I
2018-10-10_Option Care—Accordion Partition_Ca lc Letter 10021800851
111 SW Fifth Avenue, Suite 2500 Portland, OR 97204 503 227-3251 kpff.com
ukijff Project: Option Care By: NMS Sheet No.
Location: Tigard Oregon Date: 10/10/18
Client: Howard S Wright Revised: Job No.
Subject: Partition anchorage Date: 21800851
Option Care Accordion Partition Anchorage Calculations
The following information is for the anchorage calculation for the accordion partition.The accordion partition,supporting structure and the base plate are by
others and not checked in the following calculations.Only the anchorage and how it works with the existing slab on grade was checked.
Project: Option Care By: NMS Sheet No.
1<pff Location: Tigard Oregon Date: 10/10/2018 Cl
Client: Howard S Wright Revised: Job No.
Subject: Partition anchorage Date: 21800851
Summary of loads on base plate from telescoping partition engineer
P 4870 Axial load on the base plate(from partition engineer)
M 327 Moment in the column(from partition engineer)
V 454.5 Shear load on the column
The above information was input into Hilti PROFIS
Note:Only the anchors were checked.Base plate and connection of base plate to the partition column to be designed by partition engineer.Partition sits on 5"
slab on grade with a compressive strength as specified in the original building drawings as 2500psi
See Hilti output for anchorage checks
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E=1:ZI
www.hilti.us Profis Anchor 2.7.3
Company: Page: 1
Specifier: Project: Option Care
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 10/10/2018
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: KWIK HUS-EZ(KH-EZ)3/8(2 1/2)
Effective embedment depth: her=1.860 in.,hnom=2.500 in.
Material: Carbon Steel
Evaluation Service Report: ESR-3027
Issued I Valid: 2/1/2016 1 12/1/2017
Proof: Design method ACI 318/AC193
Stand-off installation: eb=0.000 in.(no stand-off);t=0.375 in.
Anchor plate: lx x ly x t=5.000 in.x 2.500 in.x 0.375 in.;(Recommended plate thickness:not calculated
Profile: no profile
Base material: cracked concrete,2500,fc'=2500 psi;h=5.000 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) no
Geometry[in.]&Loading[Ib,in.lb]
Z
A
0
o
49
037
qi:':77, -- ' -', ' ‘..-.ss.'", -,;;:'-:;:t,,' 'Z., '
------
„,.,....... . , , , ",,,,- , ,.. ,, ,,,,,,_________,
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,,b, .,,, . , , ,, ,,,_,, ,,,„ ;‘,,,, A.„..,,,,,,,,
,_. , „,, „
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
CEDS23
www.hilti.us Profis Anchor 2.7.3
Company: Page: 2
Specifier: Project: Option Care
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 10/10/2018
E-Mail:
2 Load case/Resulting anchor forces A y
Load case:Design loads
Anchor reactions[Ib]
Tension force:(+Tension,-Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 0 237 227 65
2 0 237 227 -65 v ►x
max.concrete compressive strain: 0.18[%a] O Compression°
max.concrete compressive stress: 766[psi] 1 2
resulting tension force in(x/y)=(0.000/0.000): 0[Ib]
resulting compression force in(x/y)=(0.806/0.000):4870[Ib]
3 Tension load
Load N1a[Ib] Capacity 4,N„[Ib] Utilization DN=Nua/+N„ Status
Steel Strength* N/A N/A N/A N/A
Pullout Strength* N/A N/A N/A N/A
Concrete Breakout Strength** N/A N/A N/A N/A
*anchor having the highest loading **anchor group(anchors in tension)
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
U4
11111111162,91
www.hilti.us Profis Anchor 2.7.3
Company: Page: 3
Specifier: Project: Option Care
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 10/10/2018
E-Mail:
4 Shear load
Load V.[Ib] Capacity}V.[lb] Utilization[3v=Vua4 Vn Status
Steel Strength* 237 3111 8 OK
Steel failure(with lever arm)* N/A N/A N/A N/A
Pryout Strength* 237 1228 20 OK
Concrete edge failure in direction** N/A N/A N/A N/A
*anchor having the highest loading **anchor group(relevant anchors)
4.1 Steel Strength
Vsa =ESR value refer to ICC-ES ESR-3027
Vsteel Z Vaa ACI 318-08 Eq.(D-2)
Variables
Ase,v[In•2] feta[Psi]
0.09 120300
Calculations
Vsa[Ib]
5185
Results
Vsa[Ib] 4)steel 4) Vaa[Ib] V.[Ib]
5185 0.600 3111 237
4.2 Pryout Strength
ANc
Vcp =kcp l\ANco/)V ed,N V c,N W cp,N Nb] ACI 318-08 Eq.(D-30)
Vcp Vaa ACI 318-08 Eq.(D-2)
ANc see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b)
ANco =9 hef ACI 318-08 Eq.(D-6)
1
V ec,N = 1 +2 eN <_1.0 ACI 318-08 Eq.(D-9)
3 hef
V ed,N=0.7+0.3 \ a,min)5 1.0 ACI 318-08 Eq.(D-11)
1.5hef
W
cp,N
N =MAX(ca,camin� 1.5cahef)c 1.0 ACI 318-08 Eq.(D-13)
Nb =kG he#5 ACI 318-08 Eq.(D-7)
Variables
kcp het[in.] ecl,N[in.] ec2,N[in.] ;man[in.]
1 1.860 0.000 0.000
W c.N cac[in.] kc T 1c[psi]
1.000 2.920 17 1 2500
Calculations
ANG[In 2] ANco[in•2] V ecl,N W ec2,N V ed,N V cp,N Nb[Ib]
25.33 31.14 1.000 1.000 1.000 1.000 2156
Results
Vcp[Ib] Qt concrete 4) Vcp[Ib] V.[Ib]
1754 0.700 1228 237
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
• =2:1
www.hilti.us Profis Anchor 2.7.3
Company: Page: 4
Specifier: Project: Option Care
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 10/10/2018
E-Mail:
5 Warnings
• The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations(ETAG 001/Annex C,EOTA TR029,etc.).This
means load re-distribution 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 design loading.PROFIS Anchor calculates the minimum required anchor plate
thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above.The proof if the rigid base plate assumption
is valid is not carried out by PROFIS Anchor.Input data and results must be checked for agreement with the existing conditions and for
plausibility!
• Condition A applies when supplementary reinforcement is used.The cD 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
your local standard.
• 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 ACI 318 or the relevant standard!
Fastening meets the design criteria!
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 Hilb is a registered Trademark of Hilti AG,Schaan
Lb
1==EO
www.hilti.us Profis Anchor 2.7.3
Company: Page: 5
Specifier: Project: Option Care
Address: Sub-Project I Pos.No.:
Phone I Fax: Date: 10/10/2018
E-Mail:
6 Installation data
Anchor plate,steel:- Anchor type and diameter:KWIK HUS-EZ(KH-EZ)3/8(2 1/2)
Profile:no profile Installation torque:480.001 nib
Hole diameter in the fixture:df=0.500 in. Hole diameter in the base material:0.375 in.
Plate thickness(input):0.375 in. Hole depth in the base material:2.750 in.
Recommended plate thickness:not calculated Minimum thickness of the base material:4.000 in.
Drilling method:Hammer drilled
Cleaning:Manual cleaning of the drilled hole according to instructions for use is required.
6.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer • Manual blow-out pump • Torque wrench
• Properly sized drill bit
♦y
2.500 2.500
• • •
O
N
O
u7
• 0LOx
•
C 1
O
N
•
•
0.750 3.500 0.750
Coordinates Anchor in.
Anchor x y c_x ctx c_y c+y
1 -1.750 -0.500 - - - -
2 1.750 -0.500 - - - -
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
E:=:23
www.hilti.us Profis Anchor 2.7.3
Company: Page: 6
Specifier: Project: Option Care
Address: Sub-Project I Pos.No.:
Phone I Fax: Date: 10/10/2018
E-Mail:
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.
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
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