REVIEWED BLD2024-0795+Calculations+6.12.2024_11.21.33_AM+4317044U
REVIEWED
BY
CITY OF EDMONDS
t.7-t� PACIFIC
NIL-vo ENGINEERING TECHNOLOGIES, INC.
Point Edwards Condominiums — Ea2le's Nest
Pool Slab Replacement
21 Pine Street
Edmonds, WA 98020
Job No. 23190.00
RECEIVED
Jun 27 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Structural calculations for the slab repairs and design of fence anchorage at
the Point Edwards Condominiums. Design is in accordance with the 2021
Washington State Building Code and 2021 Washington State Existing
Building Code including the State of Washington Amendments.
LIB 21/zq'
A
B
1 2
3
Y' DIA PIPE PILES,
ryr.
PRVVIDE 2% SLOPE TO
02Nr- GRADE BEAM,
DRAIN TOWARDS EDGES,
TYP.
AWAY FROM POOL.
CONTRACTOR TO VERIFY
M' I-'
EXIST. ADJACENT GRADES
REMOVE EXIST. BLAB AND
REPLACE WITH S" CLNC. /
w
SLAB TO MATCH EXIT.
PATTERN AND
OPL.L--- ;
COORELOR SLAB
-----------_
C. EAC4I�ED
WITH •84T 1m^oc. EACH wqr, -------sm-----
`
SH"SHADED=
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3ID
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w
EXIST. FENCE TO REMAN, ! r------T•-----.---.-
NOT SHOUN FOR
1
CLARITY.
EXPANSION JOINT
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BLAB
BRA, NO WOW
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Dart- -ticIWY
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NOTE To OIWERB
FULL USE OF POOL SHOULD NOT RESUME UNTIL CONCRETE HAS CURED]
FOR THREE DAYS' FOUNDATION AND PILE PLAN L PE .6HEET 2AP FOR LOCATION OF SLAB
SCALE: VV' . I'-&' ®® CONTROL JOINT. REP. SHEET 10 FOR
LOCATION OF POOL SKIMI-MR AND
POOL DEPTH NUMBERS
1. INSTALL POOL COVER ANCHOR$ N
SLAB TO MATCH EXIST.
Project No: 23�Date: Sheet: Of:
Project Name: p�yT ' Vr - ' `pq K S
Comp. By: NWNC-l� Chk.By:
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PACIFIC
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ENGINEERING TECHNOLOGIES, INC.
2150 N.107th St., Suite 320 Seattle,WA 98133
Contents: - - P:206.281.7500 www.PacEngTech.com
Project No: 2�5 101 1J Dater Sheet: Of:
Project Name: V o! N 1 " `� W td l
Comp. By: Lints Chk.By:
�aPACIFIC
Gump
ENGINEERING TECHNOLOGIES, INC.
2150 N.107th St., Suite 320 Seattle WA 98133
Contents: P:206.281.7500 www.PacEngTech.com
Project No:
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Date:
Sheet: — Of:
Project Name: ? (i \
Comp. By: Wvs Chk.By:
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ENGINEE NOW F RING TECHNOLOGIES, INC.
2150 N.107th St., Suite 320 Seattle,WA 98133
Contents: P: 206.281.7500 www.PacEngToch.com
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Project No
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Project Name: ? Q % N % fz'po kyn
Comp. By: 1N'QN-�' Chk.By:
PACIFIC
ENGINEERING TECHNOLOGIES, INC.
2150 N.107th St., Suite 320 Seattle,WA 98133
Contents: P:206.281.7500 www.PacEngTech.com
Project No: L-�1OW, Date: Sheet: Of:
Project Name: 1 "A �� A��S
Comp. By: V ` " Chk.By:
Contents: PI LE's
o^R--%q PACIFIC
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2150 N.107th St., Suite 320 Seattle,WA 98133
P:206.281.7500 www.PacEngTech.com
• Anchor DesignerT"'
Software
Version 3.2.2309.2
7.Project information
Customer company:
Customer contact name:
Customer e-mail:
Comment:
2. Input Data & Anchor Parameters
General
Design method:ACI 318-19
Units: Imperial units
Anchor Information:
Anchor type: Bonded anchor
Material: F1554 Grade 55
Diameter (inch): 0.500
Effective Embedment depth, her (inch): 4.000
Code report: ICC-ES ESR-4057
Anchor category: -
Anchor ductility: Yes
hmin (inch): 5.25
cac (inch): 6.97
Cmin (Inch): 1.75
Smin (Inch): 2.50
Recommended Anchor
Anchor Name: SET-3GTm - SET-3G w/ 112"0 F1554 Gr. 55
Code Report: ICC-ES ESR-4057
F.
r �
t!1
IN,
Company:
Date:
2/22/2023
Engineer:
Page:
115
Project
Address:
Phone
E-mail 77
Project description:
Location:
Fastening description:
Base Material
Concrete: Normal -weight
Concrete thickness, h (inch): 12.00
State: Cracked
Compressive strength, fe (psi): 4000
4Jc,v: 1.0
Reinforcement condition: Supplementary reinforcement present
Supplemental edge reinforcement: Not applicable
Reinforcement provided at corners: No
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
Reduced installation torque (for AT-3G): Not applicable
Ignore 6do requirement: Not applicable
Build-up grout pad: No
Base Plate
Length x Width x Thickness (inch): 6.00 x 8.00 x 0.25
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.71►�u:�-7•�►■ Anchor Designerlm
Software
Version 3.2.2309.2
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]: 0
Way [lb]: 0
Mux [ft-lb]: 0
Muy [ft-lb]: 0
Muz [ft-lb]: 1200
<Figure 1>
0 ft-Ib
x
0 Ib
1200 ft- b
G
10
Z
Company:
Date:
1 2/22/2023
Engineer:
I Page:
2/5
Project:
Address:
Phone:
E-mail:
0 ft-Ib'
`Y
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
t-�l►vil-z•�►■ Anchor Designer TM
4. Software
Version 3.2.2309.2
<Figure 2>
Company:
Date:
2/22/2023
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
t.-�I►�ii�-�•�e■ Anchor Designer TM
Software
Version 3.2.2309.2
Company:
Date:
2/22/2023
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 (Ib) Vuay (lb) J Uax)2+(Vuay)2 (lb)
1 0.0 960.0 480.0 1073.3
2 0.0 -960.0 480.0 1073.3
3 0.0 -960.0 -480.0 1073.3
4 0.0 960.0 -480.0 1073.3
Sum 0.0 0.0 0.0
4293.1
Maximum concrete compression strain (%c): 0.00 <Figure
Maximum concrete compression stress (psi): 0
Resultant tension force (lb): 0
Resultant compression force (lb): 0
04 03
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
Y
Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00
01 xT 02
8. Steel Strength of Anchor in Shear (Sec. 17.7.11
Vsa (lb) ( grout 0 09routOVsa (lb)
6390 1.0 0.65 4154
9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.7.2)
Shear perpendicular to edge in x-direction:
Vbx = minl7(/e/da)0_24da.el'fcCa11 5; 9A.gfcca1151 (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b)
/e (in) da (in) Aa fc (psi) cal (in) Vbx (lb)
4.00 0.500 1.00 4000 2.00 1342
OVcbgx = 0 (Avc/Av.)Y' ec,vY'edvYo,vY'h,vVbx (Sec. 17.5.1.2 & Eq. 17.7.2.1b)
Avc (in2) Ayeo (in2) Y'ee,V Y'ed,v Y'gv Y'h,v
Vbx (Ib) 0
OVcbgx (lb)
18.00 18.00 1.000 1.000 1.000 1.000
1342 0.75
1007
Shear parallel to edge in x-direction:
Vby = minj7(/e/da)021(daAa4fX.115; 9aa1(fcca115j (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b)
/e (in) da (in) A. fc (psi) cal (in) Vby (Ib)
4.00 0.500 1.00 4000 2.00 1342
OVcbgx = 0 (2)(Avc/Avco) `Yec,vY'edvY'c,vY'h,vVby (Sec. 17.5.1.2, 17.7.2.1(c) & Eq. 17.7.2.1b)
Avc (in2) Avon (in2) Y'egv Y'ed,v Pc,v Th,v
Vby (lb) 0
01/oagx (lb)
36.00 18.00 1.000 1.000 1.000 1.000
1342 0.75
4026
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
It�n�n�.z•�►'� Anchor Designer TM
Software
Version 3.2.2309.2
Company:
Date:
2/22/2023
Engineer
I Page:
1515
Project:
Address:
Phone:
E-mail:
10. Concrete Prvout Strength of Anchor in Shear fSec. 17.7.3)
OVcp = 0minikq^ ; kc^bl = 0minikcp(ANa/ANao)Ved,NaVcp,NaNba; kcp(ANc/ANco)V'ed,NVO,N`Pcp,NNbl (Sec. 17.5.1.2 & Eq. 17.7.3.1a)
kcp ANa (m2) ANao (in') V'ed,Na V'cp,Na Nba (lb) Na (lb)
2.0 35.58 205.45 0.784 0.000 9861 0
ANc (In2) ANco (m2) 'PC d,N Vo,N
31.50 144.00 0.800 1.0C
11. Results
Interaction of Tensile and Shear Forces (Sec. 17.8
Shear
Factored Load, Vua (lb)
Steel
1073
T Concrete breakout x-
960
II Concrete breakout x-
960
Pryout
1073
V'cp,N Nb (lb) Nob (Ib) 0 -
1.000 8601 1505 0.70
Design Strength, oW (lb) Ratio
4154
0.26
1007
0.95
4026
0.24
1874
0.57
SET-3G w/ 1/2" 0 F1554 Gr. 55 with hef = 4.000 inch meets the selected design criteria.
12. Warninas
- Designer must exercise own judgement to determine if this design is suitable.
- Refer to manufacturer's product literature for hole cleaning and installation instructions.
OVcp (Ib)
1874
Status
Pass
Pass (Governs)
Pass (Governs)
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