HomeMy WebLinkAboutX2020-0514 - MiscX2020 - VH
2 � S � t�(C-,P- :
21 STONE PINE DR. NEWPORT COAST, CA 92657 DE#:19069
Plan Check Response
PLAN CHECK #: 0407-2020
Project Address: 21 STONE PINE DR. NEWPORT COAST, CA 92657
Note: V Plan Check response
Sincerely,
Truong Dong, P.E.
714-2043-2874
Page 1 of 2
orrections
7iXCAI
rGENERIAL
ee revised sheet N1 for residential construction minimum requirements.
ee revised sheet N2 for Cal Green residential minimum requirements.
.
ill do.
STRUCTURAL
4.
See revised detail 4/SD1 and attachment PCC#4 for calculations.
5.
See revised detail4/SDI.
6.
See revised detail 5/SDI.
7.
See revised calculation, added detail 11 & attachment PCC#7
Sincerely,
Truong Dong, P.E.
714-2043-2874
Page 1 of 2
21 STONE PINE DR. NEWPORT COAST, CA 92657 DE#:19069
PCC#7
OVERTURNING FORCE AT ENDS OF BEAM:
-0.6D = 0.6 x 4.06 = 2.34 Kip
0.7E = 0.7 x 2.82 = 1.974 Kip < 0.6D = 2.34 Kip. => OK
Page 2 of 2
MmAnchor DesignerTM
Software
Version 2.6.6703.1
1.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): 0.500
Effective Embedment depth, har (inch): 10.000
Code report: ICC -ES ESR -4057
Anchor category: -
Anchor ductility: Yes
hmin (inch): 11.25
c,. (inch): 23.34
Cmm (inch): 1.75
Smm (inch): 3.00
Recommended Anchor
Anchor Name: SET -3G - SET -3G w/ 1/2"0 F1554 Gr. 36
Code Report: ICC -ES ESR -4057
Project description:
Location:
Fastening description:
Base Material
Concrete: Normal -weight
Concrete thickness, h (inch): 18.00
State: Cracked
Compressive strength, f. (psi): 3000
4J.'V: 1.0
Reinforcement condition: A tension, A shear
Supplemental 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: Periodic
Temperature range, Short/Long: 150/1107
Ignore Edo requirement: Not applicable
Build-up grout pad: No
PCC#4
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: 925.560.8000 Fax: 925.847.3871 www.strongtie.com
E=Anchor DesignerTM
Software
Version 2.6.6703.1
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: Yes
Anchors subjected to sustained tension: No
Ductility section for tension: 17.2.3.4.3 (a) (iii) -(vi) is satisfied
Ductility section for shear: 17.2.3.5.3 (a) is satisfied
Do factor: not set
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: Yes
Strength level loads:
N„ [lb]: 5100
Vu. [lb]: 0
V.,y [lb]: 0
<Figure 1>
Company:
Date: 2128/2020
Engineer:
Page: 215
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.strongtle.com
EMMAnchor DesignerTM
Software
Version 2.6.6703.1
<Figure 2>
Company:
Date:
2/28/2020
Engineer: -
Page:
315
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
E= Anchor DesignerTM
Software
Version 2.6.6703.1
Company:
Date:
2128/2020
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,
N.. (lb) V.. (Ib) V., (lb) J(V,,..)'+(V..y)' (lb)
1 5100.0 0.0 0.0 0.0
Sum
0.0 0.0
Maximum concrete compression strain (%.): 0.00
Maximum concrete compression stress (psi): 0
Resultant tension force (lb): 5100
Resultant compression force (lb): 0
Eccentricity of resultant tension forces in x-axis, e'N. (inch): 0.00
Eccentricity of resultant tension forces in y-axis, e'NY (inch): 0.00
4. Steel Strength of Anchor in Tension (Sec 17 4 1)
N.. (Ib) d ON.. (Ib)
8235 0.75 6176
5 Concrete Breakout Strength of Anchor
in Tension (Sec
17 4 2)
Nb = k"2agf"har' ° (Eq. 17.4.2.2a)
.1ka, (psi) f.bamtaaa K.&
k. Aa fc (psi)
he (in)
Nb (lb)
17.0 1.00 3000
10.000
29445
0.750Nab = 0.750 (AN./ANa) Tod N'Y",Ny'sp.NNb (Sec. 17.3.1 & Eq.
17.4.2.1 a)
A& (ins) AN.. (ins ca,,am (in)
T d,N
'Pa,N 'Yp,N Nb (lb) d 0.75ONw (lb)
450.00 900.00 7.50
0.850
1.00 1.000 29445 0.75 7039
6. Adhesive Strength of Anchor in Tension (Sec. 17.4.5)
zkw = zkarfenorc-rea,K.ar(fa/2,500)"aN.aara
.1ka, (psi) f.bamtaaa K.&
aaama
fa (psi) n U,a, (psi)
1304 1.00 1.00
0.90
3000 0.24 1226
Naa = Aar nd.he(Eq. 17.4.5.2)
A. z (psi) da (in)
he (in)
Nb. (lb)
1.00 1226 0.50
10.000
19259
0.75ONa = 0.750 (ANa/ANao)Vfed,Na V'p,NaNba (Sec. 17.3.1 & Eq. 17.4.5.1 a)
AN. (ins) ANao (int) csa (in) ca,a,m (in) y4d,Na Vp,N. N.o (lb) d 0.750N. (lb)
191.09 191.09 6.91 7.50 1.000 1.000 19259 0.55 7945
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. 5966 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
EMMAnchor AnchorDesignerTM
Software
Version 2.6.6703.1
ASD Level tensile demand load
= 6,176 x 0.7 = 4,323 Ib.
11. Results
11. Interaction of Tensile and Shear Forces (Sec D.71?
Tension Factored Load, Nu, (lb) De
�.
Concrete breakout 5100
Adhesive 5100
7945
oW (Ib) Ratio
Status
u.aa pass
0.72 Pass
0.64 Pass
SET -3G wl 112"0 F1664 Gr. 36 with hef = 10.000 inch meets the selected design criteria.
ACI 318-14 Section 17.2 3.4.3(al (1) & (ii) Calculations for Ductility requirement for tension load
Steel Factored Load, Nu. (Ib) 1.2 x Nominal Strength, % (Ib) Ratio
Steel 5100 9662 61.6% Governs
Concrete Factored Load, N.. (Ib) Nominal Strength, W (Ib) Ratio
Concrete breakout 5100 12514 40.8%
Adhesive 5100
19259
26.5%
ACI 318-14 Section 17.2.3.4.3(a) (i) & (ii) satisfied since steel ratio governs and the steel element is ductile.
12. Warninas
- Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify.
- 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 Pashas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com