REVIEWED BLD2022-1295+Structural_Analysis_or_Calculations+9.27.2022_4.10.27_PM+3132295Harriott Valentine Engineers Inc.
STRUCTURAL CALCULATIONS
Project:
Red Twig Bakery & Cafe
117 5th Ave S
Edmonds, WA 98020
Architect:
Capsule
2366 Eastlake Ave E, #403
Edmonds, WA 98020
Structural Engineer:
Harriott Valentine Engineers, Inc.
1932 First Avenue, Suite 720
Seattle, WA 98101
tel. 206-624-4760
9/19/22
1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel. 206-624-4760 1 fax 447-6971
Harriott Valentine Engineers Inc.
SECTION 1: FRAMING
1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel 206-624-4760 1 fax 447-6971
Mor
O
X
Assume., D L 3 l p eSf
S = ZS psf tcovta iM(A�s )
2-X4 CCct" )olstS CIV' oG
f I,tJ = 13.3plf (D)
33.3 Pik (S]
ZI
�=' So pporti m-44.gp-, 13tst w
o flF,vvta#J
M = 0.06f I It Fk-
v = o. 0,19 1`
s 0.002
ca,p 4u rh
v, : o•Sk14
Z x �} t Cd a,v 3 o iStc l Ir ' O C. o I�
= iaplF cs)
I
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tip -Cm 1;) of 4x 8
1140bb,
3' �Y
use MSS Z. 5 x 2.5 x
M s 1.qb �fr
FLU4sC—,q%q, U aA be-a.aw
• Devkand
M = 3,5t I--W
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s1 = 5.731K106.U1-Ih7'
Cnfm� tlj
Mr - 2.11 1�
yr - x•v2 K-
`izla=
Cti(►0.�ifi� +m It55 Z. ,c Z. y 0,ZS
M,, = Mf - Fy �l�y r' MP rib.pl Ivy'
✓J
It v„ 1A,, = a, 6 Fy a �, c,,_ v�, I-n� 1ti. 01 �- J✓
A = zLHJlti = 7. [ti.6)i0•L33 �' G• ` —3
Cv2 +1.0
,t = 7-9000 Yhi Cl.b3 s;,.' xlo°�tl,-Ini
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u55 Berri to Post
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-r- ,.gip
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Es
I— 3hodb
pc3-64It- f+%io,od =j�o tb
%. I I k-12- = 590 fl b
,� : AIL CW)(k) a -I,"
^'7 Lvr 13a•S Pif
A55ufti� b0 Ib spa CCA (? 2 `
v7 -4o� y
1F >' ,K = so,
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to C
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1 u, W ;JalL is wit' jlvv to u 'Svw-n
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E-7i►��i�-Z•�c■ Anchor DesignerT"'
Software
Version 3.0.7947.0
1I.Proiect information
Customer company:
Customer contact name:
Customer e-mail:
Comment:
2. Input Data & Anchor Parameters
General
Design method:ACI 318-14
Units: Imperial units
Anchor Information:
Anchor type: Bonded anchor
Material: F1554 Grade 36
Diameter (inch): 0.375
Effective Embedment depth, he (inch): 5.000
Code report: ICC-ES ESR-2508
Anchor category: -
Anchor ductility: Yes
hmin (Inch): 7.50
cap (inch): 8.40
Cmin (Inch): 1.75
Smin (Inch): 3.00
Recommended Anchor
Anchor Name: SET-XP® - SET-XP w/ 3/8"0 F1554 Gr. 36
Code Report: ICC-ES ESR-2508
u F, fr4rC{�+7alrar
Company:
Date:
8/4/2022
Engineer:
Page:
1 /6
Project:
Address:
Phone:
E-mail:
Project description:
Location:
Fastening description:
Base Material
Concrete: Normal -weight
Concrete thickness, h (inch): 8.00
State: Cracked
Compressive strength, f'c (psi): 2500
4jo,v: 1.0
Reinforcement condition: B tension, B shear
Supplemental reinforcement: Not applicable
Reinforcement provided at corners: Yes
Ignore concrete breakout in tension: No
Ignore concrete breakout in shear: No
Hole condition: Dry concrete
Inspection: Continuous
Temperature range, Short/Long: 150/110°F
Ignore 6do requirement: Not applicable
Build-up grout pad: No
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
E-7[►��[�-Z•�c■ Anchor Designer TM
Software
Version 3.0.7947.0
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: No
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: No
Strength level loads:
Nua [lb]: 340
Wax [lb]: 590
Way [lb]: 0
<Figure 1>
590 Ib
Z 34O1b
Company:
Date:
8/4/2022
Engineer:
Page:
2/6
Project:
Address:
Phone:
E-mail:
u
0 Ib
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Anchor Designer"'
Software
Version 3.0.7947.0
<Figure 2>
Company:
Date:
8/4/2022
Engineer:
Page:
3/6
Project:
Address:
Phone:
E-mail:
N
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
E-7i►��i�-Z•�c■ Anchor DesignerT"'
Software
Version 3.0.7947.0
3. Resulting Anchor Forces
Anchor Tension load,
Nu (lb)
1 340.0
Company:
Date:
8/4/2022
Engineer:
Page:
4/6
Project:
Address:
Phone:
E-mail:
Shear load x, Shear load y, Shear load combined,
Vuax (lb) Way (I b) 1(Vuax)2+(Vuay)2 (lb)
590.0 0.0 590.0
Sum 340.0 590.0
0.0 590.0
Maximum concrete compression strain (%o): 0.00
Maximum concrete compression stress (psi): 0
Resultant tension force (lb): 340
Resultant compression force (lb): 0
Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00
Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00
Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00
Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00
4. Steel Strength of Anchor in Tension (Sec. 17.4.1)
Nsa (I b) 0 ON- (I b)
4525 0.75 3394
5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2)
Nb = k,l.�fcher' S (Eq. 17.4.2.2a)
ke Aa fe (psi) her (in) Nb (I b)
17.0 1.00 2500 4.000 6800
ONcb = 0 (ANcIANco)%d,NV"c,NV"cp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1a)
ANc (InZ) ANco (InZ) Ca,min (In) Ved,N 'Tc,N
Tcp,N Nb (I b) 0 ONcb (I b)
48.00 144.00 2.00 0.800 1.00
1.000 6800 0.65 1179
6. Adhesive Strength of Anchor in Tension (Sec. 17.4.5)
Z"k,cr = Tk,crfshort-te Ksat
Tk,cr(Psi) fshort-term { sat Zk,cr(psi)
595 1.00 1.00 595
Nba = A al-cr7Ldaher(Eq. 17.4.5.2)
A a 2cr (psi) da (In) her (In) Nba (lb)
1.00 595 0.38 5.000 3505
ONa = 0 (ANaIAW)'Ped,Na'Pcp,NaNba (Sec. 17.3.1 & Eq. 17.4.5.1a)
ANa (InZ) ANaO (InZ) CNa (in) Ca,min (in) 'Ved,Na
'Pcp,Na Nba (lb) 0 rfiNa (1 b)
25.10 39.38 3.14 2.00 0.891
1.000 3505 0.65 1294
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
E-7i►��i�-Z•�c■ Anchor Designer TM
Software
Version 3.0.7947.0
8. Steel Strength of Anchor in Shear (Sec. 17.5.1)
Vsa (Ib) Ogrout 0 OgroutoVsa (Ib)
2260 1.0 0.65 1469
Company:
Date:
8/4/2022
Engineer:
Page:
5/6
Project:
Address:
Phone:
E-mail:
9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2)
Shear perpendicular to edge in x-direction:
Vbx = min 17(le/da)02�daxia*'Xa11 5; 91a�fcCall sl (Eq. 17.5.2.2a & Eq. 17.5.2.2b)
/e (in) da (in) Aa fc (psi) Cal (in) Vbx (Ib)
3.00 0.375 1.00 2500 2.00 919
OV cbx =0 (Avc/Avco) Pd,v Pc,v Ph,vVbx (Sec. 17.3.1 & Eq. 17.5.2.1a)
Avc (in2) Avco (in2) Yad,v `Yo,v `Yb,v Vbx (Ib) 0 OVcbx (Ib)
18.00 18.00 1.000 1.000 1.000 919 0.70 643
Shear parallel to edge in y-direction:
Vbx = min I7(le/da)02�dala�fcCa71 5; 9aa�fcCall sl (Eq. 17.5.2.2a & Eq. 17.5.2.2b)
/e (in) da (in) Aa fc (psi) Ca, (in) Vbx (Ib)
3.00 0.375 1.00 2500 5.33 4001
OVcby=0 (2)(Avc/Avco)Y'ed,vYo,vY'b,vVbx (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1a)
Avc (in2) Avco (in2) Ted,v V'c,V Vh,V Vbx (Ib) 0 0Vcby (Ib)
32.00 128.00 1.000 1.000 1.000 4001 0.70 1400
10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3)
OVcp = 0 min IkcpNa ; kcpNcbI = 0 min Ikcp(ANa/ANaO)T'edNa:op,NaNba; kcp(ANc/ANCO):edN:gN:op,NNbl (Sec. 17.3.1 & Eq. 17.5.3.1a)
kcp ANa (in2) ANaO (in2) 'Fed,Na T'cp,Na Nba (lb) Na (I b)
2.0 25.10 39.38 0.891 1.000 3505 1991
ANc (in2) ANco (in2) V'ad,N V'c,N �cp,N Nb (Ib) Ncb (Ib) 0
OVcp (Ib)
48.00 144.00 0.800 1.000 1.000 6800 1813 0.70 2539
11. Results
Interaction of Tensile and
Shear Forces (Sec. R17.6)
Tension
Factored Load, Nua (lb)
Design Strength, roNa (lb)
Ratio
Status
Steel
340
3394
0.10
Pass
Concrete breakout
340
1179
0.29
Pass (Governs)
Adhesive
340
1294
0.26
Pass
Shear
Factored Load, Vua (lb)
Design Strength, OW (lb)
Ratio
Status
Steel
590
1469
0.40
Pass
T Concrete breakout x+
590
643
0.92
Pass (Governs)
11 Concrete breakout y+
590
1400
0.42
Pass (Governs)
Pryout
590
2539
0.23
Pass
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
E-7i►��i�-Z•�c■ Anchor DesignerT"'
Software
Version 3.0.7947.0
Interaction check (N-ION-)513 (Vua/OVua)513
Company:
Date:
8/4/2022
Engineer:
Page:
6/6
Project:
Address:
Phone:
E-mail:
Combined Ratio Permissible Status
Sec. R17.6 0.13 0.87 99.2% 1.0 Pass
SET-XP w/ 3/8" 0 F1554 Gr. 36 with hef = 5.000 inch meets the selected design criteria.
12. Warnings
- When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension
and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3.
- Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast -in -place anchor is waived per
designer option.
Designer must exercise own judgement to determine if this design is suitable.
Refer to manufacturer's product literature for hole cleaning and installation instructions.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
E-7i►��i�-Z•�c■ Anchor DesignerT"'
Software
Version 3.0.7947.0
1I.Proiect information
Customer company:
Customer contact name:
Customer e-mail:
Comment:
2. Input Data & Anchor Parameters
General
Design method:ACI 318-14
Units: Imperial units
Anchor Information:
Anchor type: Bonded anchor
Material: F1554 Grade 36
Diameter (inch): 0.375
Effective Embedment depth, he (inch): 3.000
Code report: ICC-ES ESR-2508
Anchor category: -
Anchor ductility: Yes
hmin (Inch): 5.50
cap (inch): 3.62
Cmin (Inch): 1.75
Smin (Inch): 3.00
Recommended Anchor
Anchor Name: SET-XP® - SET-XP w/ 3/8"0 F1554 Gr. 36
Code Report: ICC-ES ESR-2508
u F, fr4rC{�+7alrar
Company:
Date:
8/4/2022
Engineer:
Page:
1 /5
Project:
Address:
Phone:
E-mail:
Project description:
Location:
Fastening description:
Base Material
Concrete: Normal -weight
Concrete thickness, h (inch): 8.00
State: Cracked
Compressive strength, f'c (psi): 2500
4jo,v: 1.0
Reinforcement condition: B tension, B shear
Supplemental reinforcement: Not applicable
Reinforcement provided at corners: Yes
Ignore concrete breakout in tension: No
Ignore concrete breakout in shear: No
Hole condition: Dry concrete
Inspection: Continuous
Temperature range, Short/Long: 150/110°F
Ignore 6do requirement: Not applicable
Build-up grout pad: No
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
E-7[►��[�-Z•�c■ Anchor Designer TM
Software
Version 3.0.7947.0
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: No
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: No
Strength level loads:
Nua [lb]: 0
Wax [lb]: 210
Way [lb]: 0
<Figure 1>
D lb
x
210 lb
Company:
Date:
8/4/2022
Engineer:
Page:
2/5
Project:
Address:
Phone:
E-mail:
u
U lb
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Anchor Designer"'
Software
Version 3.0.7947.0
<Figure 2>
Company:
Date:
8/4/2022
Engineer:
Page:
3/5
Project:
Address:
Phone:
E-mail:
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Anchor DesignerT°"
Software
Version 3.0.7947.0
0
Company:
Date:
8/4/2022
Engineer:
Page:
4/5
Project:
Address:
Phone:
E-mail:
3. Resulting Anchor Forces
Anchor Tension load, Shear load x, Shear load y, Shear load combined,
Nua (lb) Vuax (lb) Vuay (lb) *Vuax)2+(Vuay)2 (lb)
1 0.0 210.0 0.0 210.0
Sum
0.0
210.0
Maximum concrete compression strain (%a): 0.00
Maximum concrete compression stress (psi): 0
Resultant tension force (lb): 0
Resultant compression force (lb): 0
Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00
Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00
Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00
Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00
8. Steel Strength of Anchor in Shear (Sec. 17.5.1)
Vsa (lb) 09mut 0 OgroutoVsa (lb)
2260 1.0 0.65 1469
0.0
210.0
9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2)
Shear perpendicular to edge in x-direction:
Vbx = minJ7(41da)024daA.alfY Ca,15; 9A.al fY ca,1.51 (Eq. 17.5.2.2a & Eq. 17.5.2.2b)
/e (in) da (in) Aa fc (psi) cal (in)
Vbx (Ib)
3.00 0.375 1.00 2500 2.00
919
oV cbx =0 (Avc / A vco)1Ted, v 1Tc, v 1Th, vVbx (Sec. 17.3.1 & Eq. 17.5.2.1 a)
Avc (in2) Avco (in2) Ted,v Ys,v %,V
Vbx (Ib)
oVcbx (lb)
18.00 18.00 1.000 1.000 1.000
919
0.70
643
Shear parallel to edge in y-direction:
Vbx = minj7(/e/daf.2�daA.a�fcCa,1'5; 9A.a�fcCa,1.51 (Eq. 17.5.2.2a & Eq. 17.5.2.2b)
/e (in) da (in) Aa fc (psi) ca, (in)
Vbx (Ib)
3.00 0.375 1.00 2500 5.33
4001
OVcby=0 (2)(Avc/Avco)'Fedv'Fc,v'Fh,vVbx (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1a)
Avc (in2) Avco (in2) Ted,V Ya,V Th,V
Vbx (Ib)
0
OVcby (Ib)
32.00 128.00 1.000 1.000 1.000
4001
0.70
1400
10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3)
OVcp = 0 minikcpNa ; kcpNcbl = 0 min1kcp(ANa/ANaO) %d,Na V�cp,NaNba ; kcp(ANc/ANco)YxedNYxc,NYxcp,NNbI (Sec. 17.3.1 & Eq. 17.5.3.1a)
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
E-7i►��i�-Z•�c■ Anchor DesignerT"'
Software
Version 3.0.7947.0
k, ANa (in') ANao (in') wed, Na
Company:
Date:
8/4/2022
Engineer:
Page:
5/5
Project:
Address:
Phone:
E-mail:
V'cp,Na Nba (lb) Na (Ib)
2.0
25.10
39.38
0.891
1.000
2103
1195
AW (InZ)
AN- (InZ)
PBd,N
�'o,N
VcP,N
Nb (Ib)
Ncb (Ib) 0 OVcp (Ib)
36.00
81.00
0.833
1.000
1.000
4417
1636 0.70 1673
11. Results
11. Interaction of Tensile and Shear Forces (Sec. D.7)?
Shear Factored Load, Vu (lb) Design Strength, OVA (lb) Ratio Status
Steel
210
1469
0.14
Pass
T Concrete breakout x+
210
643
0.33
Pass (Governs)
II Concrete breakout y+
210
1400
0.15
Pass (Governs)
Pryout
210
1673
0.13
Pass
SET-XP w/ 3/8" 0 F1554 Gr. 36 with hef = 3.000 inch meets the selected design criteria.
12. Warnings
- When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension
and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3.
- Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast -in -place anchor is waived per
designer option.
Designer must exercise own judgement to determine if this design is suitable.
Refer to manufacturer's product literature for hole cleaning and installation instructions.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com