HomeMy WebLinkAbout909 N Grand Ave - Plan360kW
DC Charging Split System
Dynamic Power
Allocation for
Fast Charging
909 N Grand Ave -
101116238 & 201806132/15/2024
360kW Split System
Visit our website | btcpower.com
Power Engine Cabinet Model
SKU HPCT2-180-480-2 HPCT2-240-480-2 HPCT2-360-480-2
Power Rating 180 kW 240 kW 360 kW
Number of Power Engines 6 8 12
Input Voltage Range 480 VAC, 3 Phase,
+10% / -15%
480 VAC, 3 Phase,
+10% / -15%
480 VAC, 3 Phase,
+10% / -15%
Input Current @ 480 VAC 239 A 320 A 466 A
Power Factor > 0.99 full load > 0.99 full load > 0.99 full load
Efficiency > 94%> 94%> 94%
Max. Out DC Current (Per Channel)500 A 500 A 500 A
Max. Output DC Voltage 200 - 950 VDC 200 - 950 VDC 200 - 950 VDC
Max # of Dispensers 2 2 2
Dimension & Weight 30"W x 34.5"D x 93"
H, 1,655 Ibs
30”W x 34.5”D x 93”
H, 1,655 Ibs
30"W x 34.5"D x 93"
H, 1,655 Ibs
Dispenser Model
SKU HPCD1-350-01-003 HPCD1-350-02-003
Connectors CHAdeMO SAE CCS1
(Liquid Cooled)
SAE CCS1
(Liquid Cooled)
SAE CCS1
(Liquid Cooled)
Rated Output Current 200 A 350 A
(500 A Boost)
350 A
(500 A Boost)
350 A
(500 A Boost)
Max DC Voltage (VDC)500 V 950 V 950 V 950 V
Output Power 350kW Max
Input Power (Auxiliary)120 VAC
Input Current (Auxiliary)21 A (FLA)
Breaker Size 30 A
Network OPP 1.6. BTCP Network
Dimension & Weight 22"W x 15" D x 97"H, 600 Ibs
Environmental and Compliance (System)
Ambient Condition -30 °C to +50 °C, 95% Humidity, 6000 ft Altitude. NEMA 3R
Safety Compliance ETL Listed for USA and Canada: Complies with UL 2202, UL 2231, UL50E,
NEC Article 625, CSA STD C22.2 No. 107.1 FCC Part 15 Class A
Standard
Dynamic Power Allocation in 90kW increments
System available in 1 or 2-dispenser configuration
Payment types: CC, RFID (OCPP Network Enabled)
15” Outdoor Color Display
Connector Configuration:
Dual CCS1
CHAdeMO and CCS1
Optional
ISO 15118:2014
Customizable Backlit Acrylic Topper
Apple & Android Pay (based on network provider)
909 N Grand Ave -
101116238 & 201806132/15/2024
909 N Grand Ave -
101116238 & 201806132/15/2024
909 N Grand Ave -
101116238 & 201806132/15/2024
Tom's Truck Center #2
Civil and Structural Design Calculations
NV5 Project No. 0000690_F8
For Charge Ready Program
November 3, 2023
IFC Design
P:\2296-PMO\SCE Charge Ready (CR) Program\19-0000690_ChargeReady\F8_Tom_Truck_2\Structural\Calc Package\Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
1.0 EV-SWBD Foundation
1.1 Foundation Design
1.2 RISA Foundation Output
1.3 Anchorage Design
1.4 Equipment Drawing
2.0 100A-SW Foundation
2.1 Foundation Design
2.2 RISA Foundation Output
2.3 Anchorage Design
2.4 Equipment Drawing
3.0 400A-SW Foundation
3.1 Foundation Design
3.2 RISA Foundation Output
3.3 Anchorage Design
3.4 Equipment Drawing
4.0 Wind Design Parameters
5.0 Seismic Design Parameters
Index
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
1.0 EV-SWBD Foundation
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
1.1 Foundation Design
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
Electrical Equipment Pad - Structural Calculation
_________________________________________________________________________
I. References
1. ASCE 7-16
2. Z & Powe Distribution"EV SWBD-1" Dwg- 2309-3-16362A
3. Z & Powe Distribution"EV SWBD-2" Dw- 2309-3-16362B
4. GE 150kVA Transformer Dwg 303B111GEDYP76A
II. Equipment Information
EV SWBD-1
weq1 76in(Width of Equipment)
leq1 42in(Length of Equipment)
h eq1 90in(Height of Equipment)
Weq1 2000lb(Weight of Equipment)
h g1 0in(Height above Ground)
EV SWBD-2
weq2 32in(Width of Equipment)
leq2 30in(Length of Equipment)
h eq2 64in(Height of Equipment)
Weq2 402lb(Weight of Equipment)
h g2 0in(Height above Ground)
150kVA Transformer
weq3 37.3in(Width of Equipment)
(Length of Equipment)leq3 24in
(Height of Equipment)h eq3 35.6in
(Weight of Equipment)Weq3 1050lb
Page: 1 of 5
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
(Height above Ground; Assumed)h g3 6in
III. Equipment Loading
Dead Load:
SF 1.1(Safety Factor to Account for Misc Parts)
EV SWBD-1
DL1
Weq1 SF
weq1 leq199.25 lb
ft2(Uniform load)
EV SWBD-2
DL2
Weq2 SF
weq2 leq266.33 lb
ft2(Uniform load)
150kVA Transformer
DL3
Weq3 SF
weq3 leq3185.79 lb
ft2(Uniform load)
Wind Load:
V 95mph(Basic Wind Speed: Risk Category II)
Exposure Category C
k d 0.85(ASCE Table 26.6-1)
k zt 1.0(ASCE 7-16 Section 26.8.1)
k e 1.0(ASCE Table 26.9-1)
k z 0.85(ASCE Table 26.10-1)
Gf 0.85(ASCE Equation 26.10-1)
Cf 1.4(ASCE Figure 29.4-1)
q z 0.00256 kzk ztkdkeV2
lb
ft2
mph2
16.69 lb
ft2(Design Wind Pressure)
Page: 2 of 5
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
EV SWBD-1
Wx1 Gf Cfq zweq1heq1943.55 lb(Force due to Wind in X-Direction)
Mz1 Wx1 h g1
heq1
2
3.54 kip ft
Wz1 Gf Cfq zleq1heq1521.44 lb(Force due to Wind in Z-Direction)
Mx1 Wz1 h g1
heq1
2
1.96 kip ft
EV SWBD-2
Wx2 Gf Cfq zweq2heq2282.51 lb(Force due to Wind in X-Direction)
Mz2 Wx2 h g2
heq2
2
0.75 kip ft
Wz2 Gf Cfq zleq2heq2264.86 lb(Force due to Wind in Z-Direction)
Mx2 Wz2 h g2
heq2
2
0.71 kip ft
150kVA Transformer
Wx3 Gf Cfq zweq3heq3183.18 lb(Force due to Wind in X-Direction)
Mz3 Wx3 h g3
heq3
2
0.36 kip ft
Wz3 Gf Cfq zleq3heq3117.86 lb(Force due to Wind in Z-Direction)
Mx3 Wz3 h g3
heq3
2
0.23 kip ft
Seismic Load:
SDS 1.034(Spectral Acceleration, short period, ASCE 7-16 Section 11.4.5)
SD1 0.461(Spectral Acceleration,1s period, ASCE 7-16 Section 11.4.6)
Page: 3 of 5
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
Ie 1.5(Importance Factor, ASCE 7-16 Section 13.1.3)
ap 1.0(Amplification Factor, ASCE 7-16 Table 13.6-1)
Rp 2.5(Response Modification Factor, ASCE 7-16 Table 13.6-1)
Ω 2(Overstrength Factor, ASCE 7-16 Table 13.6-1)
z 0
h 1
Fp
0.4 apSDS
Rp
Ie
1 2 z
h
0.25(ASCE 7-16 Equation 13.3-1)
Fp.min 0.3 SDSIe0.47(ASCE 7-16 Equation 13.3-2)
(ASCE 7-16 Equation 13.3-3)Fp.max 1.6 SDSIe2.48
Fp min max Fp Fp.min Fp.max 0.47
Fv 0.2 SDS0.21
EV SWBD-1
Eh1 Fp DL1weq1 leq1 1024 lb(Horizontal Seismic Force, ASCE 7-16 Section 13.3.1.1)
Mh1 Eh1 hg1
2
3 heq1
5.12 kip ft
Ev1 Fv DL1weq1 leq1 455 lb(Vertical Seismic Force, ASCE 7-16 Section 13.3.1.2)
EV SWBD-2
Eh2 Fp DL2 weq2 leq2 206 lb(Horizontal Seismic Force, ASCE 7-16 Section 13.3.1.1)
Mh2 Eh2 hg2
2
3 heq2
0.73 kip ft
Ev2 Fv DL2 weq2 leq2 91 lb(Vertical Seismic Force, ASCE 7-16 Section 13.3.1.2)
150kVA Transformer
Eh3 Fp DL3 weq3 leq3 537 lb(Horizontal Seismic Force, ASCE 7-16 Section 13.3.1.1)
Page: 4 of 5
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
Mh3 Eh3 hg3
2
3 heq3
1.33 kip ft
Ev3 Fv DL3 weq3 leq3 239 lb(Vertical Seismic Force, ASCE 7-16 Section 13.3.1.2)
IV. Anchor Design
Note: Anchor Design is performed in Hilti Profis. The anchors pass all checks.
EV SWBD-1
Pu 0.9Weq1 Ω Ev10.89 kip
Vu max Wx1 Wz1Ω Eh1 2.05 kipAnchor Loading; Conservatively use envelope loading
Mu max M x1 Mz1Ω M h1 10.24 kip ft
EV SWBD-2
Pu 0.9Weq2 Ω Ev20.18 kip
Vu max Wx2 Wz2Ω Eh2 0.41 kipAnchor Loading; Conservatively use envelope loading
Mu max M x2 Mz2Ω M h2 1.46 kip ft
150kVA Transformer
Pu 0.9Weq3 Ω Ev30.47 kip
Vu max Wx3 Wz3Ω Eh3 1.07 kipAnchor Loading; Conservatively use envelope loading
Mu max M x3 Mz3Ω M h3 2.66 kip ft
V. Foundation Design
Note: Foundation Design is performed in RISA Foundation. The foundation passes all checks.
Page: 5 of 5
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
1.2 RISA Foundation Output
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:37 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Point Coordinates
Label Z [ft] X [ft]
1 N1 0 0
2 N2 9 0
3 N3 9 7.5
4 N4 0 7.5
5 N5 1 0.5
6 N6 1 4
7 N7 7.33 0.5
8 N8 7.33 4
9 N9 1.729167 5
10 N10 1.729167 7
11 N11 4.8333 5
12 N12 4.8333 7
13 N13 5.8333 4.5
14 N14 5.8333 7
15 N15 8.5 4.5
16 N16 8.5 7
17 N17 4.16667 2.25
18 N18 3.28125 6
19 N19 7.166667 5.75
20 N20 2.25 5.625
21 N21 0 5.625
22 N22 0 3.75
23 N23 2.25 3.75
24 N24 6.75 1.875
25 N25 9 1.875
26 N26 9 3.75
27 N27 6.75 3.75
28 N28 2.25 1.875
29 N29 4.5 1.875
30 N30 4.5 3.75
31 N31 6.75 5.625
32 N32 4.5 5.625
33 N33 4.5 7.5
34 N34 2.25 7.5
35 N35 4.5 0
36 N36 6.75 0
37 N37 0 1.875
38 N38 2.25 0
39 N39 9 5.625
40 N40 6.75 7.5
Load Combinations
Label Solve Servi...AB...SF Ca...Fa...CategoryFa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...
1 1.4D Yes DL 1.4
2 1.2DL+1.0WL(...Yes DL 1.2 WLX 1
3 1.2DL+1.0WL(...Yes DL 1.2 WLX -1
4 1.2DL+1.0WL(...Yes DL 1.2 WLZ 1
5 1.2DL+1.0WL(...Yes DL 1.2 WLZ -1
6 0.9DL+1.0WL(...Yes DL 0.9 WLX 1
7 0.9DL+1.0WL(...Yes DL 0.9 WLX -1
8 0.9DL+1.0WL(...Yes DL 0.9 WLZ 1
9 0.9DL+1.0WL(...Yes DL 0.9 WLZ -1
10 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELX 1
11 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELX -1
12 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELZ 1
13 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELZ -1
14 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELX 1
15 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELX -1
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909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:37 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Load Combinations (Continued)
Label Solve Servi...AB...SF Ca...Fa...CategoryFa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...
16 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELZ 1
17 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELZ -1
18 1.0DL Yes Yes DL 1
19 1.0DL+0.6WL(...Yes Yes DL 1 WLX 0.6
20 1.0DL+0.6WL(...Yes Yes DL 1 WLX -0.6
21 1.0DL+0.6WL(...Yes Yes DL 1 WLZ 0.6
22 1.0DL+0.6WL(...Yes Yes DL 1 WLZ -0.6
23 0.6DL+0.6WL(...Yes Yes DL 0.6 WLX 0.6
24 0.6DL+0.6WL(...Yes Yes DL 0.6 WLX -0.6
25 0.6DL+0.6WL(...Yes Yes DL 0.6 WLZ 0.6
26 0.6DL+0.6WL(...Yes Yes DL 0.6 WLZ -0.6
27 1.0DL+0.7ELY...Yes Yes DL 1 ELY 0.7 ELX 0.7
28 1.0DL+0.7ELY...Yes Yes DL 1 ELY 0.7 ELX -0.7
29 1.0DL+0.6ELY...Yes Yes DL 1 ELY 0.7 ELZ 0.7
30 1.0DL+0.7ELY...Yes Yes DL 1 ELY 0.7 ELZ -0.7
31 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELX 0.7
32 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELX -0.7
33 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELZ 0.7
34 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELZ -0.7
Area Loads (Cat 1 : DL)
Label Base Mag[ksf] Peak Mag[ksf]
1 AL1 0.099 0.099
2 AL2 0.066 0.066
3 AL3 0.186 0.186
Point Loads and Moments (Cat 16 : ELX)
Label Direction Magnitude[k,k-ft]
1 N17 X 1.024
2 N19 X 0.206
3 N18 X 0.537
4 N17 MZ -5.12
5 N19 MZ -0.73
6 N18 MZ -1.33
Point Loads and Moments (Cat 17 : ELY)
Label Direction Magnitude[k,k-ft]
1 N17 Y 0.455
2 N19 Y 0.091
3 N18 Y 0.239
Point Loads and Moments (Cat 18 : ELZ)
Label Direction Magnitude[k,k-ft]
1 N17 Z 1.024
2 N19 Z 0.206
3 N18 Z 0.537
4 N17 MX 5.12
5 N19 MX 0.73
6 N18 MX 1.33
Point Loads and Moments (Cat 19 : WLX)
Label Direction Magnitude[k,k-ft]
1 N17 X 0.943
2 N19 X 0.283
3 N18 X 0.183
4 N17 MZ -3.54
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909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:37 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Point Loads and Moments (Cat 19 : WLX) (Continued)
Label Direction Magnitude[k,k-ft]
5 N19 MZ -0.75
6 N18 MZ -0.36
Point Loads and Moments (Cat 21 : WLZ)
Label Direction Magnitude[k,k-ft]
1 N17 Z 0.521
2 N19 Z 0.265
3 N18 Z 0.183
4 N17 MX 1.96
5 N19 MX 0.71
6 N18 MX 0.321
Soil Definitions
Label Subgrade Modulus[k/ft^3] Allowable Bearing[ksf] Depth Properties Default?
1 Default 100 1 None Yes
Concrete Properties
Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... f'c[ksi] Lambda Flex Steel[...Shear Stee...
1 Conc3000NW 3156 1372 0.15 0.6 0.145 3 1 60 60
2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60
3 Conc4000NW 3644 1584 0.15 0.6 0.145 4 1 60 60
4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60
5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60
6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60
Slabs
Label Thickness [in] Material Local Axis Angle...Analysis Offset [i...Passive Pressur...Soil Overburden ...Icr Factor
1 S1 8 Conc3000NW 0 0 0 0 0.25
Slab Rebar Parameters
Label Top ... Bottom...Max Top B...Min Top Ba...Max Bot Ba...Min Bot Bar S... Spacing Incre... Side Cover[in] Rebar Options
1 Typical N/A #5 N/A N/A 12 12 3 3 Mid-Depth Only
Design Strips
Label Rebar Angle from P... No. of Design Cuts Design Rule
1 DS1 0 50 Typical
2 DS2 90 50 Typical
Envelope Slab Soil Pressures
Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] Point
1 S1 0.221 27 0.221 1 N34
Strip Reinforcing
Label UC Top LC Top Bars Governin... UC Bot LC Bot Bars/...Governin... UC Shear LC Governin...
1 DS1 0.056 17 0.108 12 #5@12in DS1-X26 0.051 12 DS1-X37
2 DS2 0.052 15 0.063 10 #5@12in DS2-X14 0.041 10 DS2-X25
Slab Overturning Safety Factors
LC Slab Angle[deg] Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] Ms-xx/Mo-xx Ms-zz/Mo-zz
1 18 S1 0 0 45.44 0 38.486 9.99+9.99+
2 19 S1 0 0 45.44 3.354 38.486 9.99+9.99+
3 20 S1 0 0 45.44 3.354 38.862 9.99+9.99+
4 21 S1 0 2.182 47.378 0 38.486 9.99+9.99+
5 22 S1 0 2.182 45.44 0 38.486 9.99+9.99+
6 23 S1 0 0 27.264 3.354 23.092 9.99+6.886
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909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:37 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Slab Overturning Safety Factors (Continued)
LC Slab Angle[deg] Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] Ms-xx/Mo-xx Ms-zz/Mo-zz
7 24 S1 0 0 27.264 3.354 23.317 9.99+6.953
8 25 S1 0 2.182 28.427 0 23.092 9.99+9.99+
9 26 S1 0 2.182 27.264 0 23.092 9.99+9.99+
10 27 S1 0 0 47.773 5.851 40.52 9.99+6.926
11 28 S1 0 0 47.773 5.851 40.949 9.99+6.999
12 29 S1 0 5.851 49.991 0 40.52 8.545 9.99+
13 30 S1 0 5.851 47.773 0 40.52 8.165 9.99+
14 31 S1 0 2.613 28.427 7.885 23.092 9.99+2.928
15 32 S1 0 2.613 28.427 7.937 23.317 9.99+2.938
16 33 S1 0 8.464 28.427 2.087 23.317 3.359 9.99+
17 34 S1 0 8.183 27.264 2.087 23.317 3.332 9.99+
Slab Sliding Safety Factors
LC Slab Angle[deg] Va-xx[k] Vr-xx[k] Va-zz[k] Vr-zz[k] SR-xx SR-zz
1 18 S1 0 0 3.094 0 3.094 9.99+9.99+
2 19 S1 0 0.845 3.094 0 3.094 3.66 9.99+
3 20 S1 0 0.845 3.094 0 3.094 3.66 9.99+
4 21 S1 0 0 3.094 0.581 3.094 9.99+5.322
5 22 S1 0 0 3.094 0.581 3.094 9.99+5.322
6 23 S1 0 0.845 1.856 0 1.856 2.196 9.99+
7 24 S1 0 0.845 1.856 0 1.856 2.196 9.99+
8 25 S1 0 0 1.856 0.581 1.856 9.99+3.193
9 26 S1 0 0 1.856 0.581 1.856 9.99+3.193
10 27 S1 0 1.237 3.259 0 3.259 2.635 9.99+
11 28 S1 0 1.237 3.259 0 3.259 2.635 9.99+
12 29 S1 0 0 3.259 1.237 3.259 9.99+2.635
13 30 S1 0 0 3.259 1.237 3.259 9.99+2.635
14 31 S1 0 1.237 1.692 0 1.692 1.368 9.99+
15 32 S1 0 1.237 1.692 0 1.692 1.368 9.99+
16 33 S1 0 0 1.692 1.237 1.692 9.99+1.368
17 34 S1 0 0 1.692 1.237 1.692 9.99+1.368
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909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
1.3 Anchorage Design
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
EV SWBD-1 Anchor Design
Page:
Specifier:
E-Mail:
Date:
1
10/27/2023
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - SS 316 1/2 (3 1/4) hnom3
Item number: 2210266 KB-TZ2 1/2x5 1/2 SS316
Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in.
Material: AISI 316
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-14 / Mech
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.
Anchor plateR : lx x ly x t = 80.500 in. x 25.500 in. x 0.500 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 8.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: > No. 4 bar with stirrups
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [kip, ft.kip]
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
EV SWBD-1 Anchor Design
Page:
Specifier:
E-Mail:
Date:
2
10/27/2023
1.1 Design results
Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%]
1 Combination 1 N = -0.890; Vx = 0.000; Vy = 2.050;
Mx = -10.24000; My = 0.00000; Mz = 0.00000;
yes 51
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
EV SWBD-1 Anchor Design
Page:
Specifier:
E-Mail:
Date:
3
10/27/2023
2 Proof I Utilization (Governing Cases)
Design values [kip] Utilization
Loading Proof Load Capacity bN / b V [%]Status
Tension Concrete Breakout Failure 4.959 9.812 51 / - OK
Shear Concrete edge failure in direction x- 2.050 17.844 - / 12 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.505 0.115 5/3 35 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
EV SWBD-1 Anchor Design
Page:
Specifier:
E-Mail:
Date:
4
10/27/2023
4 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.
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
EV SWBD-2 Anchor Design
Page:
Specifier:
E-Mail:
Date:
1
10/25/2023
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - SS 316 5/8 (3 1/4) hnom2
Item number: 2210306 KB-TZ2 5/8x6 SS316
Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in.
Material: AISI 316
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-14 / Mech
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.
Anchor plateR : lx x ly x t = 32.000 in. x 30.000 in. x 0.500 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 8.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: > No. 4 bar with stirrups
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [kip, ft.kip]
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
EV SWBD-2 Anchor Design
Page:
Specifier:
E-Mail:
Date:
2
10/25/2023
1.1 Design results
Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%]
1 Combination 1 N = -0.180; Vx = 0.000; Vy = 0.410;
Mx = -1.46000; My = 0.00000; Mz = 0.00000;
yes 15
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
EV SWBD-2 Anchor Design
Page:
Specifier:
E-Mail:
Date:
3
10/25/2023
2 Proof I Utilization (Governing Cases)
Design values [kip] Utilization
Loading Proof Load Capacity bN / b V [%]Status
Tension Concrete Breakout Failure 0.581 3.928 15 / - OK
Shear Concrete edge failure in direction y+ 0.410 8.586 - / 5 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.148 0.048 5/3 5 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
EV SWBD-2 Anchor Design
Page:
Specifier:
E-Mail:
Date:
4
10/25/2023
4 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.
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
XFMR Anchor Design
Page:
Specifier:
E-Mail:
Date:
1
10/25/2023
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - SS 316 1/2 (3 1/4) hnom3
Item number: 2210266 KB-TZ2 1/2x5 1/2 SS316
Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in.
Material: AISI 316
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-14 / Mech
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.
Anchor plateR : lx x ly x t = 38.300 in. x 25.000 in. x 0.500 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 8.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: > No. 4 bar with stirrups
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [kip, ft.kip]
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
XFMR Anchor Design
Page:
Specifier:
E-Mail:
Date:
2
10/25/2023
1.1 Design results
Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%]
1 Combination 1 N = -0.470; Vx = 0.000; Vy = 1.070;
Mx = -2.66000; My = 0.00000; Mz = 0.00000;
yes 35
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
XFMR Anchor Design
Page:
Specifier:
E-Mail:
Date:
3
10/25/2023
2 Proof I Utilization (Governing Cases)
Design values [kip] Utilization
Loading Proof Load Capacity bN / b V [%]Status
Tension Concrete Breakout Failure 1.194 3.490 35 / - OK
Shear Concrete edge failure in direction y+ 1.070 8.030 - / 14 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.342 0.133 5/3 21 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
XFMR Anchor Design
Page:
Specifier:
E-Mail:
Date:
4
10/25/2023
4 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.
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
1.4 Equipment Drawing
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
"EV-SWBD-1"
909 N Grand Ave -
101116238 & 201806132/15/2024
= WAGO TYPE CONNECTION
= TERMINAL BLOCK
= FUSE HOLDER
= STRIP HEATER
= BLUE PILOT LIGHT
= GROUND BUS CONNECTION
= CONTROL POWER TRANSFORMER
= PLUG TYPE CONNECTION (UT 4/1)
= FUSED OPEN TYPE DISCONNECT
= WYE POTENTIAL TRANSFORMER
CONFIGURATION
= BUS TAP
= CURRENT TRANSFORMER
= NORMALLY OPEN CONTACT
= NORMALLY CLOSED CONTACT
= TWO POSITIONS DOOR KNOB
B
= 3-POLE CIRCUIT BREAKER
= 2-POLE CIRCUIT BREAKER
= 1-POLE CIRCUIT BREAKER
= 3-POLE FUSED PRESSURE SWITCH
= MECHANICAL LUG
= FAN
= GFCI RECEPTACLE
=NEUTRAL DISCONNECT
=UTILITY METERING
=RECEPTACLE
=90° HINGE
=MAINTENANCE MODE SWITCH
GND
M
= VENTILATION
= NEMA POSITION
= COVER HANDLE
= NEUTRAL SENSOR
= PHASE
NS
ɸ
16450 PHOEBE AVENUE
LA MIRADA, CA 90638
PHONE: (714)-307-9198
CUSTOMER APPROVAL:
#REVISION DATE
C:\Users\anhbui.B2SERVER\DesktopPLOT DATE:BY:
SHEET DESCRIPTION:
PAPER:REV:
8.5"X 11"
POWER &
DISTRIBUTION
0 FIRST ISSUE
SHEET:DRAWN BY:
DRAWING:
8/4/2023 8:08 AM ANHBUI
0
8/4/2023
AB
0
Z-POWER & DISTR.
SYMBOL LEGEND
909 N Grand Ave -
101116238 & 201806132/15/2024
SEISMIC COMPLIANCE:
DEV MIN. SC RATING:
WIRE:
PHASE:
BUS BRACED:
BUS MATERIAL:
CURRENT RATING:
SERVICE VOLTAGE:
FINISH PAINT:
CONSTRUCTION:
SPECIFICATIONS
COMPLIANCE:
BASE PARTS MADE OF:
UL FILE E337533
EQUIPMENT RATED:
UL TYPE 3R, OUTDOOR
CARDINAL P004-GR16 GRAY, ANSI# 61
480Y/227VAC
3
4
1000A
PLATED ALUMINUM 750A PER SQ IN
65KAIC
65KAIC
EQUIPMENT SHALL BEAR THE UL 891 LABEL
SUITABLE FOR USE AS SERVICE EQUIPMENT
OSHPD #OSP-0308-10
10 GAUGE GALV. STEEL
ESR
333
320
347, 327
345
326, 354
EUSERC
METER DOOR
CT COMPARTMENT
UGPS TERMINATIONS
UGPS
CONSTRUCTION
6-4,6-30
6-19, 6-20
6-12, 6-13
6-14, 6-15, 6-16
6-8, 10
POWER COMPANY: SCE
PAD LOCKABLE CIRCUIT BREAKER
X-BUX TO FOLLOW EUSERC SECT. 300, METERING &
SERVICING EQUIPMENT, FIG. 1 ON SHEET 12 OF 19
45"45"
40"40"
5"5"
13.00
6.75
28.00
UL891/SUSE
GB
42.00
20"
3"
41"
15"
11"
28X
FRONT ELEVATION
SHOWN WITH 3R
COMPONENTS REMOVED
FOR CLARITY
LEFT ELEVATION
SHOWN WITH 3R
COMPONENTS REMOVED
FOR CLARITY
WEIGHT ≈ 2000LBS.
28.00
45"
40"
5"
RIGHT ELEVATION
SHOWN WITH 3R
COMPONENTS REMOVED
FOR CLARITY
52-M
1600AF
1000AT
3-POLE
LSIG 100%
SCE TERMINATIONS
(3)POSITIONS PER ɸ & N
1000A, 3ɸ 4W, 480Y/227VAC, 65KAIC, AL
xxM
UTILITY
METERING
NEUTRAL DISCONNECT
MAIN BONDING JUMPER
(1)3/0AWG 75°C CU
(FIELD INSTALLABLE)
250/3
250/3
52-M 1000/3
40.25" TO
TERMINATION
BOLT
90.00
400/3
NS
NS
22.50
400/3
30.00
ACCESS OPENING
UL891
34.00
12"
UGPS
AND TERMINATION
COMPARTMENT
EUSERC 327, 345,
& 347
SH1
19.50
33.50
CONDUIT AREA
19.50
25.50
UTILITY
CONDUIT AREA
3R EXTENSION
28.00
14.00
76.00
FRONT
400/3
400/3
15C
15C
METER DOOR
EUSERC 333
CT COMPT.
EUSERC 320
MM
SI
T
E
N
A
M
E
/
L
O
C
A
T
I
O
N
:
16450 PHOEBE AVENUE
LA MIRADA, CA 90638
PHONE: (714)-307-9198
CUSTOMER APPROVAL:
#REVISION DATE
Z:\Z-Power_Projects\SCE - ALL\SCE_Charge-Ready_ALL\909 N Grand Ave, Santa Ana_16362PLOT DATE:BY:
SHEET DESCRIPTION:
PAPER:REV:
8.5"X 11"
POWER &
DISTRIBUTION
0 ISSUED FOR APPROVAL
SHEET:DRAWN BY:
DRAWING:
SC
E
C
H
A
R
G
E
R
E
A
D
Y
-
A
S
P
U
L
N
D
H
TO
M
'
S
T
R
U
C
K
C
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N
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#
2
90
9
N
G
R
A
N
D
A
V
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
9/10/2023 9:06 AM LENAPAULOS
1A
09/10/23
LP
0
2309-3-16362A
"EV-SWBD-1"
ELEVATIONS/SPECS.
909 N Grand Ave -
101116238 & 201806132/15/2024
ANCHOR LOCATION DIMENSIONS - SIDES OPTION
ANCHOR LOCATION DIMENSIONS - FRONT AND BACK OPTION
3R EXTENSION 3R EXTENSION
3.75
13.25 13.25
7.50
17.25 17.25
3.75
3.25
21.50
3.25
3.25
27.50
6.50
35.50
3.25
7.25
6.75
6.75
7.25
.562Ø TYP.
1.ALL CURRENT TRANSFORMER, HEATER, AND RECEPTACLE
WIRING TO BE #12AWG CU SIS WIRE 90°C
(UNLESS OTHERWISE INDICATED)
2.ALL OTHER WIRING CONNECTIONS TO BE #14AWG CU SIS
WIRE 90°C (UNLESS OTHERWISE INDICATED)
X4
X2H2
X1H1
H4
H3 X3
+V
-V
POWER SUPPLY
120VAC - 24VDC
L
N
-V
POWER SUPPLY
120VAC - 24VDC
L
N
F1
2A
F3
1/2A1/2A
480V FROM Aɸ AND
Bɸ BUS TAPS ON
LOAD SIDE OF 52-M
5A
F2
X1 SH1TH
HUM
X2
24+
24-
X1
X2
PS
CPT 500VA
480V-120V
L1
L2
#12AWG BLACK
BLACK
WHITE X2
BROWN
ORANGE
#12AWG
TH
#12AWG RED
SET TH 60°F
HUM TO 40%
#14AWG WHITE
#14AWG
H1
H4
#14AWG BLACK
1 2#12AWG
HIGH-TEMP
TB-SH1 TB-SH1
SH
X1
X2 #14AWG GREY
#14AWG BLUE
GREEN
#12AWG WHITE
24+
24-
GND
B21
B22
B27
B28
B1
B2
NEUT
SENSOR
B19
B20
MAINTENANCE MODE SWITCH
B
ON
TEST SW
24-
ON SW
24+
52-M
TERMINAL
BLOCK
BLUE
PURPLE
GREY
BLACK
#14AWG
#12AWG BLACK
#12AWG WHITE
HIGH
COM
-+
34
12
24+
24-
SI
T
E
N
A
M
E
/
L
O
C
A
T
I
O
N
:
16450 PHOEBE AVENUE
LA MIRADA, CA 90638
PHONE: (714)-307-9198
CUSTOMER APPROVAL:
#REVISION DATE
Z:\Z-Power_Projects\SCE - ALL\SCE_Charge-Ready_ALL\909 N Grand Ave, Santa Ana_16362PLOT DATE:BY:
SHEET DESCRIPTION:
PAPER:REV:
8.5"X 11"
POWER &
DISTRIBUTION
0 ISSUED FOR APPROVAL
SHEET:DRAWN BY:
DRAWING:
SC
E
C
H
A
R
G
E
R
E
A
D
Y
-
A
S
P
U
L
N
D
H
TO
M
'
S
T
R
U
C
K
C
E
N
T
E
R
#
2
90
9
N
G
R
A
N
D
A
V
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
9/10/2023 9:06 AM LENAPAULOS
2A
09/10/23
LP
0
2309-3-16362A
ANCHORING /
CONTROL WIRING
909 N Grand Ave -
101116238 & 201806132/15/2024
www.zpoweranddistribution.com
(714) 307-9198
ITEM QTY.MFG CAT. No.DESCRIPTION REV
1600AF
1000AT
LSIG 1 GE SSF2G5B3U000008
1600AF, 1600AS 3P INSULATED CASE BREAKER 65KAIC @480VAC
100KAIC @240VAC 100%, FIXED TYPE MANUAL OPERATOR, INCLUDING:
1600A RATING PLUG, ENTELLIGUARD TRIP UNIT LSIG TRIP UNIT,
MODBUS RELT, INTEGRATED PADLOCK
(CHANGE OUT 1000A RATING PLUG)
1 GE TSVG816A NEUTRAL SENSOR
1 GE GTP1000U1025 1000A RATING PLUG
MM 1 SQ D 9001K11J35LLL SWITCH WITH BLUE INDICATOR LIGHT (24VDC)
400/3 2 EATON PDG33M0400TFAN
POWER DEFENSE GLOBALLY RATED, FRAME 3, THREE POLE, 400A,
65KA/480V, T-M (FXD-ADJ) TU, NO TERMINALS
6 EATON PDG3X3TA400 (2)3/0AWG-250MCM CU/AL LUG
2 EATON PDG3XPLKROFF PADLOCK PROVISION
250/3 1 EATON PDG33M0400B2NN
SERIES C MCCB, FRAME K, THREE POLE, 400A, 65KVA/480V, ADJ
TRIP, TRIP SET AT 250A
3 EATON PDG3X3TA400 400A, 3P, (2) 3/0 AWG-250 KCMIL CU/AL,TWO-WIRE, ALUMINUM
1 EATON PDG3XPLKTOFF PADLOCK PROVISION
F1 1 FERRAZ USCC2I 600V 30A 2-POLE FUSE BLOCK
1 MERSEN ATQR2 2A FUSE CLASS CC, TIME-DELAY
F2 1 FERRAZ USCC1I 600V 30A 1-POLE FUSE BLOCK
1 MERSEN ATQR5 5A FUSE CLASS CC, TIME-DELAY
F3 1 FERRAZ USCC1I 600V 30A 1-POLE FUSE BLOCK
1 MERSEN ATQR1/2 1/2A FUSE CLASS CC, TIME-DELAY
TH 1 HONEYWELL T410A THERMOSTAT 50-90 F, 22A
HUM 1 BROAN DD500W DE-HUYMIDISTAT 20-80% RH
SH 1 TEMPCO CSF00500 STRIP HEATER 350W, 120V
15CL 2 MARKWELL CFI1015CT-B 15 CLIP METER SOCKET, XFMR RATED
400A 2 SQ D H365NR
SAFETY SWITCH, HEAVY DUTY, FUSIBLE, 400A, 3 POLES, 500 HP,
600 VAC/DC, NEMA 3R, NEUTRAL FACTORY INSTALLED
6 FERRAZ TRS400R 600V 400A FUSE TRI-ONIC® 600V TIME-DELAY CLASS RK5 TR
100A 3 SQ D H363RB
SAFETY SWITCH, HEAVY DUTY, FUSIBLE, 100A, 3 POLES, 500 HP,
600 VAC/DC, NEMA 3R, NEUTRAL FACTORY INSTALLED
9 FERRAZ TR100R 240V 100A FUSE TRI-ONIC® 600V TIME-DELAY CLASS RK5 TR
CPT 1 AMRAN PH500MQMJ CONTROL POWER TRANSFORMER
ITEMS TO SHIP LOOSE
PREPARED BY : LP
BILL OF MATERIALS
SCE CHARGE READY - ASPLUNDH
909 N GRAND AVE
SANTA ANA, CA 92701
Drawing No.
2309-3-16362_BM
909 N Grand Ave -
101116238 & 201806132/15/2024
"EV-SWBD-2"
909 N Grand Ave -
101116238 & 201806132/15/2024
ACCESS
FRONT
DOOR
30.00
PA
N
E
L
64.00
32.00
SIDE SECTIONAL VIEW
FRONT ELEVATION
SHOWN WITH 3R DOOR
REMOVED FOR CLARITY
ACCESS DOOR
32.00
21.88
28.00
CONDUIT
AREA
28.00
6.13
1.00
30.00
0.75" X 2"
ANCHOR HOLES
TYP (4)
2.38
24.25
2.37
1.00
52-M
500/3
30CKT
PANEL
SEISMIC COMPLIANCE:
DEV MIN. SC RATING:
WIRE:
PHASE:
BUS BRACED:
BUS MATERIAL:
CURRENT RATING:
SERVICE VOLTAGE:
FINISH PAINT:
CONSTRUCTION:
SPECIFICATIONS
COMPLIANCE:
BASE PARTS MADE OF:
UL FILE E337533
EQUIPMENT RATED:
UL FILE E475911
EQUIPMENT RATED:
UL TYPE 3R, OUTDOOR
CARDINAL P004-GR16 GRAY, ANSI #61
208Y/120VAC
3
4
600A
PLATED COPPER 1000A PER SQ IN
42KAIC
42KAIC
EQUIPMENT SHALL BEAR THE UL 891 LABEL
N/A
OSHPD #OSP-0308-10
10 GAUGE GALV. STEEL
INTERIOR SHALL BEAR THE UL 67 LABEL
52-M
500A
3-POLE
LI 80%
FROM EV-XFMR
30CKT
PANEL
SEE SHEET
2B FOR
DETAILS
(1)373-01 DLO CU
90°C PER ɸ & NFRONT ELEVATION
WEIGHT ≈ 402 LBS.
SI
T
E
N
A
M
E
/
L
O
C
A
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I
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:
16450 PHOEBE AVENUE
LA MIRADA, CA 90638
PHONE: (714)-307-9198
CUSTOMER APPROVAL:
#REVISION DATE
Z:\Z-Power_Projects\SCE - ALL\SCE_Charge-Ready_ALL\909 N Grand Ave, Santa Ana_16362PLOT DATE:BY:
SHEET DESCRIPTION:
PAPER:REV:
8.5"X 11"
POWER &
DISTRIBUTION
0 ISSUED FOR APPROVAL
SHEET:DRAWN BY:
DRAWING:
SC
E
C
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A
R
G
E
R
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A
D
Y
-
A
S
P
U
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#
2
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9
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C
A
9
2
7
0
1
9/10/2023 9:06 AM LENAPAULOS
1B
09/10/23
LP
0
2309-3-16362B
"EV-SWBD-2"
ELEVATIONS/SPECS.
909 N Grand Ave -
101116238 & 201806132/15/2024
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
MCB
500/3
19 20
21 22
23 24
25 26
27 28
29 30
A B C
31 32
33 34
35 36
37 38
39 40
41 42
100/3
FROM EV-XFMR
INTERIOR INFO.
AEU3426RCXAXB4 (600A, 42CKT, 3ɸ)
MAIN DESCRIPTION
CURRENT: 500 AMPS
POLES: 3 POLES
TYPE MAIN BREAKER
CAT#: PDG33M0600B2NN (SET @500AT)
PADLOCK: PDG3XPLTOFF
BRANCH DEVICES
Qty Amps/P Cat#
4 100A/3P TEY3100
4 20A/1P TEY120
100/3
100/3
100/3
20/1
20/1
20/1
20/1
SI
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A
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E
/
L
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I
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N
:
16450 PHOEBE AVENUE
LA MIRADA, CA 90638
PHONE: (714)-307-9198
CUSTOMER APPROVAL:
#REVISION DATE
Z:\Z-Power_Projects\SCE - ALL\SCE_Charge-Ready_ALL\909 N Grand Ave, Santa Ana_16362PLOT DATE:BY:
SHEET DESCRIPTION:
PAPER:REV:
8.5"X 11"
POWER &
DISTRIBUTION
0 ISSUED FOR APPROVAL
SHEET:DRAWN BY:
DRAWING:
SC
E
C
H
A
R
G
E
R
E
A
D
Y
-
A
S
P
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#
2
90
9
N
G
R
A
N
D
A
V
E
SA
N
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A
A
N
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,
C
A
9
2
7
0
1
9/10/2023 9:06 AM LENAPAULOS
2B
09/10/23
LP
0
2309-3-16362B
PANEL WIRING
909 N Grand Ave -
101116238 & 201806132/15/2024
150KVA XFMR
909 N Grand Ave -
101116238 & 201806132/15/2024
909 N Grand Ave -
101116238 & 201806132/15/2024
909 N Grand Ave -
101116238 & 201806132/15/2024
909 N Grand Ave -
101116238 & 201806132/15/2024
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
2.0 100A-SW Foundation
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
2.1 Foundation Design
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
100A SW - Structural Calculation
_________________________________________________________________________
I. References
1. ASCE 7-16
2. Schneider Electric Single Throw Safety Switch, 100A, 600V
II. Equipment Information
weq 6.38in(Width of Equipment)
leq 10.25in(Length of Equipment)
h eq 21.25in(Height of Equipment)
Weq 17.46lb(Weight of Equipment)
h g 18in(Height above Ground; Assumed)
n 2(Number of Posts)
s 1ft(Spacing of Posts; Assumed)
III. Equipment Loading
Dead Load:
SF 1.5(Safety Factor to Account for Misc Parts)
DL
Weq SF
n 13.10 lb(Dead Load at Base of Post)
Wind Load:
V 95mph(Basic Wind Speed: Risk Category II)
Exposure Category C
k d 0.85(ASCE Table 26.6-1)
k zt 1.0(ASCE 7-16 Section 26.8.1)
k e 1.0(ASCE Table 26.9-1)
k z 0.85(ASCE Table 26.10-1)
Gf 0.85(ASCE Equation 26.10-1)
Page: 1 of 4
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
Cf 1.4(ASCE Figure 29.4-1)
(Design Wind Pressure)q z 0.00256 kzk ztkdkeV2
lb
ft2
mph2
16.69 lb
ft2
Wx Gf Cfqzweqh eq18.70 lb(Force due to Wind in X-Direction)
Wz Gf Cfqzleqh eq30.05 lb(Force due to Wind in Z-Direction)
Reactions due to Wind in X-Direction:
Rx1
Wx
n 9.35 lb(Shear Reaction at Base of Post)
Fy1
Wx h g
h eq
2
s n22.31 lb(Vertical Reaction at Base of Post; One Post in Compression; One in
Uplift)
Reactions due to Wind in Z-Direction:
Rz1
Wz
n 15.02 lb(Shear Reaction at Base of Post)
Mx1
Wx
n h g
heq
2
22.31 lb ft(Moment Reaction at Base of Post)
Seismic Load:
SDS 1.034(Spectral Acceleration, short period, ASCE 7-16 Section 11.4.5)
SD1 0.461(Spectral Acceleration,1s period, ASCE 7-16 Section 11.4.6)
Ie 1.5(Importance Factor, ASCE 7-16 Section 13.1.3)
ap 1.0(Amplification Factor, ASCE 7-16 Table 13.6-1)
Rp 2.5(Response Modification Factor, ASCE 7-16 Table 13.6-1)
Ω 2(Overstrength Factor, ASCE 7-16 Table 13.6-1)
z 0
Page: 2 of 4
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
h 1
Fp
0.4 apSDS
Rp
Ie
1 2 z
h
0.25(ASCE 7-16 Equation 13.3-1)
Fp.min 0.3 SDSIe0.47(ASCE 7-16 Equation 13.3-2)
(ASCE 7-16 Equation 13.3-3)Fp.max 1.6 SDSIe2.48
Fp min max Fp Fp.min Fp.max 0.47
Fv 0.2 SDS0.21
Eh Fp DL6 lb(Horizontal Seismic Force, ASCE 7-16 Section 13.3.1.1)
Ev Fv DL3 lb(Vertical Seismic Force, ASCE 7-16 Section 13.3.1.2)
Reactions due to Seismic in X-Direction:
Rx2
Eh
n 3.05 lb(Shear Reaction at Base of Post)
Fy2
Eh hg
heq
2
s n7.27 lb(Vertical Reaction at Base of Post; One Post in Compression; One in
Uplift)
Reactions due to Seismic in Z-Direction:
Rz2
Eh
n 3.05 lb(Shear Reaction at Base of Post)
Mx2
Eh
n h g
h eq
2
7.27 lb ft(Moment Reaction at Base of Post)
Reactions due to Seismic in Y-Direction:
Fv
Ev
n 1.35 lb(Vertical Reaction at Base of Post due to Vertical Seismic Force)
IV. Post Design
Mu.max max M x1 M x2 22.31 lb ft
Page: 3 of 4
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
Sx 0.202in3(Section Modulus; Per Unistrut Manual)
σ 3300 lb
in2(Yield Stress of Unistrut)
Mn σ Sx55.55 lb ft
ϕ 0.9
(Moment Capacity of Unistrut)ϕMn ϕ Mn 49.99 lb ft
Check if ϕMn Mu.max"OK""No Good" "OK"
V. Anchor Design
Note: Anchor Design is performed in Hilti Profis. Seismic loads are multiplied by the overload factor. The
anchors passes all checks.
Vi. Foundation Design
Note: Foundation Design is performed in RISA Foundation. The foundation passed all checks.
Page: 4 of 4
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
2.2 RISA Foundation Output
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:19 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Point Coordinates
Label Z [ft] X [ft]
1 N1 0 0
2 N2 1.5 0
3 N3 1.5 2
4 N4 0 2
5 N5 0.75 0.5
6 N6 0.75 1.5
7 N7 0.75 1
8 N8 0.75 2
9 N9 0 1.
10 N10 0.75 0
11 N11 1.5 1.
Load Combinations
Label Solve Servi...AB...SF Ca...Fa...CategoryFa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...
1 1.4D Yes DL 1.4
2 1.2DL+1.0WL(...Yes DL 1.2 WLX 1
3 1.2DL+1.0WL(...Yes DL 1.2 WLX -1
4 1.2DL+1.0WL(...Yes DL 1.2 WLZ 1
5 1.2DL+1.0WL(...Yes DL 1.2 WLZ -1
6 0.9DL+1.0WL(...Yes DL 0.9 WLX 1
7 0.9DL+1.0WL(...Yes DL 0.9 WLX -1
8 0.9DL+1.0WL(...Yes DL 0.9 WLZ 1
9 0.9DL+1.0WL(...Yes DL 0.9 WLZ -1
10 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELX 1
11 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELX -1
12 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELZ 1
13 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELZ -1
14 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELX 1
15 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELX -1
16 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELZ 1
17 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELZ -1
18 1.0DL Yes Yes DL 1
19 1.0DL+0.6WL(...Yes Yes DL 1 WLX 0.6
20 1.0DL+0.6WL(...Yes Yes DL 1 WLX -0.6
21 1.0DL+0.6WL(...Yes Yes DL 1 WLZ 0.6
22 1.0DL+0.6WL(...Yes Yes DL 1 WLZ -0.6
23 0.6DL+0.6WL(...Yes Yes DL 0.6 WLX 0.6
24 0.6DL+0.6WL(...Yes Yes DL 0.6 WLX -0.6
25 0.6DL+0.6WL(...Yes Yes DL 0.6 WLZ 0.6
26 0.6DL+0.6WL(...Yes Yes DL 0.6 WLZ -0.6
27 1.0DL+0.7ELY...Yes Yes DL 1 ELY 0.7 ELX 0.7
28 1.0DL+0.7ELY...Yes Yes DL 1 ELY 0.7 ELX -0.7
29 1.0DL+0.6ELY...Yes Yes DL 1 ELY 0.7 ELZ 0.7
30 1.0DL+0.7ELY...Yes Yes DL 1 ELY 0.7 ELZ -0.7
31 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELX 0.7
32 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELX -0.7
33 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELZ 0.7
34 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELZ -0.7
Point Loads and Moments (Cat 1 : DL)
Label Direction Magnitude[k,k-ft]
1 N6 Y 0.013
2 N5 Y 0.013
Point Loads and Moments (Cat 16 : ELX)
Label Direction Magnitude[k,k-ft]
1 N5 X 0.003
RISAFoundation Version 15.0.1.29 Page 1 [P:\...\...\...\...\Structural\Calculations\100A-SW\100A-SW.fnd]
909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:19 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Point Loads and Moments (Cat 16 : ELX) (Continued)
Label Direction Magnitude[k,k-ft]
2 N6 X 0.003
3 N5 Y -0.007
4 N6 Y 0.007
Point Loads and Moments (Cat 17 : ELY)
Label Direction Magnitude[k,k-ft]
1 N5 Y 0.001
2 N6 Y 0.001
Point Loads and Moments (Cat 18 : ELZ)
Label Direction Magnitude[k,k-ft]
1 N5 Z 0.003
2 N6 Z 0.003
3 N5 MX 0.007
4 N6 MX 0.007
Point Loads and Moments (Cat 19 : WLX)
Label Direction Magnitude[k,k-ft]
1 N6 X 0.009
2 N5 X 0.009
3 N5 Y -0.022
4 N6 Y 0.022
Point Loads and Moments (Cat 21 : WLZ)
Label Direction Magnitude[k,k-ft]
1 N5 Z 0.015
2 N6 Z 0.015
3 N5 MX 0.022
4 N6 MX 0.022
Soil Definitions
Label Subgrade Modulus[k/ft^3] Allowable Bearing[ksf] Depth Properties Default?
1 Default 100 1 None Yes
Concrete Properties
Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... f'c[ksi] Lambda Flex Steel[...Shear Stee...
1 Conc3000NW 3156 1372 0.15 0.6 0.145 3 1 60 60
2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60
3 Conc4000NW 3644 1584 0.15 0.6 0.145 4 1 60 60
4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60
5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60
6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60
Slabs
Label Thickness [in] Material Local Axis Angle...Analysis Offset [i...Passive Pressur...Soil Overburden ...Icr Factor
1 S1 8 Conc3000NW 0 0 0 0 0.25
Slab Rebar Parameters
Label Top ... Bottom...Max Top B...Min Top Ba...Max Bot Ba...Min Bot Bar S... Spacing Incre... Side Cover[in] Rebar Options
1 Typical N/A #5 N/A N/A 12 12 3 3 Mid-Depth Only
RISAFoundation Version 15.0.1.29 Page 2 [P:\...\...\...\...\Structural\Calculations\100A-SW\100A-SW.fnd]
909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:19 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Design Strips
Label Rebar Angle from P... No. of Design Cuts Design Rule
1 DS1 0 50 Typical
2 DS2 90 50 Typical
Envelope Slab Soil Pressures
Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] Point
1 S1 0.129 22 0.129 1 N4
Strip Reinforcing
Label UC Top LC Top Bars Governin... UC Bot LC Bot Bars/...Governin... UC Shear LC Governin...
1 DS1 0.001 8 0.002 4 #5@12in DS1-X26 0.005 4 DS1-X50
2 DS2 0 N/A 0 1 #5@12in DS2-X26 0 1 DS2-X50
Slab Overturning Safety Factors
LC Slab Angle[deg] Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] Ms-xx/Mo-xx Ms-zz/Mo-zz
1 18 S1 0 0 0.237 0 0.316 9.99+9.99+
2 19 S1 0 0 0.237 0.02 0.316 9.99+9.99+
3 20 S1 0 0 0.237 0.02 0.316 9.99+9.99+
4 21 S1 0 0.038 0.237 0 0.316 6.172 9.99+
5 22 S1 0 0.038 0.237 0 0.316 6.172 9.99+
6 23 S1 0 0 0.142 0.02 0.19 9.99+9.294
7 24 S1 0 0 0.142 0.02 0.19 9.99+9.294
8 25 S1 0 0.038 0.142 0 0.19 3.703 9.99+
9 26 S1 0 0.038 0.142 0 0.19 3.703 9.99+
10 27 S1 0 0 0.238 0.008 0.317 9.99+9.99+
11 28 S1 0 0 0.238 0.008 0.317 9.99+9.99+
12 29 S1 0 0.013 0.238 0 0.317 9.99+9.99+
13 30 S1 0 0.013 0.238 0 0.317 9.99+9.99+
14 31 S1 0 0.001 0.142 0.009 0.19 9.99+9.99+
15 32 S1 0 0.001 0.142 0.009 0.19 9.99+9.99+
16 33 S1 0 0.014 0.142 0.001 0.19 9.99+9.99+
17 34 S1 0 0.014 0.142 0.001 0.19 9.99+9.99+
Slab Sliding Safety Factors
LC Slab Angle[deg] Va-xx[k] Vr-xx[k] Va-zz[k] Vr-zz[k] SR-xx SR-zz
1 18 S1 0 0 0.095 0 0.095 9.99+9.99+
2 19 S1 0 0.011 0.095 0 0.095 8.778 9.99+
3 20 S1 0 0.011 0.095 0 0.095 8.778 9.99+
4 21 S1 0 0 0.095 0.018 0.095 9.99+5.267
5 22 S1 0 0 0.095 0.018 0.095 9.99+5.267
6 23 S1 0 0.011 0.057 0 0.057 5.267 9.99+
7 24 S1 0 0.011 0.057 0 0.057 5.267 9.99+
8 25 S1 0 0 0.057 0.018 0.057 9.99+3.16
9 26 S1 0 0 0.057 0.018 0.057 9.99+3.16
10 27 S1 0 0.004 0.095 0 0.095 9.99+9.99+
11 28 S1 0 0.004 0.095 0 0.095 9.99+9.99+
12 29 S1 0 0 0.095 0.004 0.095 9.99+9.99+
13 30 S1 0 0 0.095 0.004 0.095 9.99+9.99+
14 31 S1 0 0.004 0.056 0 0.056 9.99+9.99+
15 32 S1 0 0.004 0.056 0 0.056 9.99+9.99+
16 33 S1 0 0 0.056 0.004 0.056 9.99+9.99+
17 34 S1 0 0 0.056 0.004 0.056 9.99+9.99+
RISAFoundation Version 15.0.1.29 Page 3 [P:\...\...\...\...\Structural\Calculations\100A-SW\100A-SW.fnd]
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
2.3 Anchorage Design
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
100-SW Anchor Design
Page:
Specifier:
E-Mail:
Date:
1
10/25/2023
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - SS 316 5/8 (3 1/4) hnom2
Item number: 2210306 KB-TZ2 5/8x6 SS316
Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in.
Material: AISI 316
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-14 / Mech
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.
Anchor plateR : lx x ly x t = 7.000 in. x 4.000 in. x 0.500 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 8.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: > No. 4 bar with stirrups
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [kip, ft.kip]
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
100-SW Anchor Design
Page:
Specifier:
E-Mail:
Date:
2
10/25/2023
1.1 Design results
Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%]
1 Combination 1 N = -0.016; Vx = 0.015; Vy = 0.000;
Mx = 0.00000; My = 0.02200; Mz = 0.00000;
yes 2
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
100-SW Anchor Design
Page:
Specifier:
E-Mail:
Date:
3
10/25/2023
2 Proof I Utilization (Governing Cases)
Design values [kip] Utilization
Loading Proof Load Capacity bN / b V [%]Status
Tension Concrete Breakout Failure 0.044 3.285 2 / - OK
Shear Concrete edge failure in direction x+ 0.015 3.530 - / 1 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.013 0.004 5/3 1 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
100-SW Anchor Design
Page:
Specifier:
E-Mail:
Date:
4
10/25/2023
4 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.
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
2.4 Equipment Drawing
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
Product data sheet
Characteristics
H363RB
Safety switch, heavy duty, fusible, 100A, 3 poles,
100 hp, 600 VAC/DC, NEMA 3R, bolt-on hub,
Product availability : Stock - Normally stocked in distribution facility
Price* : 1,644.00 USD
Main
Product Single Throw Safety Switch
Current Rating 100 A
Number of Poles 3
Voltage Rating 600 V AC/DC
Disconnect Type Fusible disconnect
Short Circuit Current Rating 10 kA H or K
200 kA R, J or L
Mounting Type Surface
Factory Installed Neutral None
Electrical Connection Lugs
Duty Rating Heavy duty
Certifications UL listed file E2875
Enclosure Rating NEMA 3R galvannealed steel
Wire Size AWG 12...AWG 1/0 aluminium
AWG 14...AWG 1/0 copper
Complementary
Maximum Horse Power Rating 25 hp 480 V AC 50...60 Hz 3 phase NEC 240.6
60 hp 480 V AC 50...60 Hz 3 phase NEC 430.52
30 hp 600 V AC 50...60 Hz 3 phase NEC 240.6
100 hp 600 V AC 50...60 Hz 3 phase NEC 430.52
50 hp 600 V DC
Tightening torque 50 lbf.in (5.65 N.m) AWG 1...AWG 3/0)
45 lbf.in (5.08 N.m) AWG 6...AWG 4)
40 lbf.in (4.52 N.m) 0.01 in² (8.367 mm²) AWG 8)
35 lbf.in (3.95 N.m) 0.00…0.01 in² (2.06…5.261 mm²) AWG 14...AWG 10)
Width 10.25 in (260.35 mm)
Di
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* Price is “List Price” and may be subject to a trade discount – check with your local distributor or retailer for actual price.
May 6, 2021
1
909 N Grand Ave -
101116238 & 201806132/15/2024
Height 21.25 in (539.75 mm)
Depth 6.38 in (162.05 mm)
Ordering and shipping details
Category 00009 - H&HU SW,2&3P,N3R,30-200A
Discount Schedule DE1
GTIN 00785901482666
Nbr. of units in pkg.1
Package weight(Lbs)17.46 lb(US) (7.92 kg)
Returnability Yes
Country of origin US
Packing Units
Unit Type of Package 1 PCE
Package 1 Height 7.10 in (18.034 cm)
Package 1 width 10.70 in (27.178 cm)
Package 1 Length 23.30 in (59.182 cm)
Unit Type of Package 2 PAL
Number of Units in Package 2 1
Package 2 Weight 759.00 lb(US) (344.276 kg)
Package 2 Height 43.50 in (110.49 cm)
Package 2 width 40.00 in (101.6 cm)
Package 2 Length 48.00 in (121.92 cm)
Offer Sustainability
Sustainable offer status Green Premium product
California proposition 65 WARNING: This product can expose you to chemicals including: Lead and lead compounds, which
is known to the State of California to cause cancer and birth defects or other reproductive harm. For
more information go to www.P65Warnings.ca.gov
REACh Regulation REACh Declaration
REACh free of SVHC Yes
EU RoHS Directive Compliant
EU RoHS Declaration
Mercury free Yes
RoHS exemption information Yes
China RoHS Regulation China RoHS declaration
Product out of China RoHS scope. Substance declaration for your information.
Environmental Disclosure Product Environmental Profile
PVC free Yes
Contractual warranty
Warranty 18 months
2
909 N Grand Ave -
101116238 & 201806132/15/2024
Product data sheet
Dimensions Drawings
H363RB
Approximate Dimensions
3
909 N Grand Ave -
101116238 & 201806132/15/2024
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
.0.0
3.0 400A-SW Foundation
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
3.1 Foundation Design
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
400A SW - Structural Calculation
_________________________________________________________________________
I. References
1. ASCE 7-16
2. Schneider Electric Single Throw Safety Switch, 400A, 600V
II. Equipment Information
weq 10.13in(Width of Equipment)
leq 27.88in(Length of Equipment)
h eq 50.31in(Height of Equipment)
Weq 186lb(Weight of Equipment)
h g 18in(Height above Ground; Assumed)
n 2(Number of Posts)
s 2ft(Spacing of Posts; Assumed)
III. Equipment Loading
Dead Load:
SF 1.5(Safety Factor to Account for Misc Parts)
DL
Weq SF
n 139.50 lb(Dead Load at Base of Post)
Wind Load:
V 95mph(Basic Wind Speed: Risk Category II)
Exposure Category C
k d 0.85(ASCE Table 26.6-1)
k zt 1.0(ASCE 7-16 Section 26.8.1)
k e 1.0(ASCE Table 26.9-1)
k z 0.85(ASCE Table 26.10-1)
Gf 0.85(ASCE Equation 26.10-1)
Page: 1 of 4
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
Cf 1.4(ASCE Figure 29.4-1)
(Design Wind Pressure)q z 0.00256 kzk ztkdkeV2
lb
ft2
mph2
16.69 lb
ft2
Wx Gf Cfqzweqh eq70.30 lb(Force due to Wind in X-Direction)
Wz Gf Cfqzleqh eq193.49 lb(Force due to Wind in Z-Direction)
Reactions due to Wind in X-Direction:
Rx1
Wx
n 35.15 lb(Shear Reaction at Base of Post)
Fy1
Wx h g
h eq
2
s n63.21 lb(Vertical Reaction at Base of Post; One Post in Compression; One in
Uplift)
Reactions due to Wind in Z-Direction:
Rz1
Wz
n 96.74 lb(Shear Reaction at Base of Post)
Mx1
Wx
n h g
heq
2
126.41 lb ft(Moment Reaction at Base of Post)
Seismic Load:
SDS 1.034(Spectral Acceleration, short period, ASCE 7-16 Section 11.4.5)
SD1 0.461(Spectral Acceleration,1s period, ASCE 7-16 Section 11.4.6)
Ie 1.5(Importance Factor, ASCE 7-16 Section 13.1.3)
ap 1.0(Amplification Factor, ASCE 7-16 Table 13.6-1)
Rp 2.5(Response Modification Factor, ASCE 7-16 Table 13.6-1)
Ω 2(Overstrength Factor, ASCE 7-16 Table 13.6-1)
z 0
Page: 2 of 4
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
h 1
Fp
0.4 apSDS
Rp
Ie
1 2 z
h
0.25(ASCE 7-16 Equation 13.3-1)
Fp.min 0.3 SDSIe0.47(ASCE 7-16 Equation 13.3-2)
(ASCE 7-16 Equation 13.3-3)Fp.max 1.6 SDSIe2.48
Fp min max Fp Fp.min Fp.max 0.47
Fv 0.2 SDS0.21
Eh Fp DL65 lb(Horizontal Seismic Force, ASCE 7-16 Section 13.3.1.1)
Ev Fv DL29 lb(Vertical Seismic Force, ASCE 7-16 Section 13.3.1.2)
Reactions due to Seismic in X-Direction:
Rx2
Eh
n 32.45 lb(Shear Reaction at Base of Post)
Fy2
Eh hg
heq
2
s n58.36 lb(Vertical Reaction at Base of Post; One Post in Compression; One in
Uplift)
Reactions due to Seismic in Z-Direction:
Rz2
Eh
n 32.45 lb(Shear Reaction at Base of Post)
Mx2
Eh
n h g
h eq
2
116.72 lb ft(Moment Reaction at Base of Post)
Reactions due to Seismic in Y-Direction:
Fv
Ev
n 14.42 lb(Vertical Reaction at Base of Post due to Vertical Seismic Force)
IV. Post Design
Mu.max max M x1 M x2 126.41 lb ft
Page: 3 of 4
909 N Grand Ave -
101116238 & 201806132/15/2024
Structural Calculations
Charge Ready Program
Date: 10/27/2023
Calculated by: MM
Checked By: DPB
Sx 0.571in3(Section Modulus; Per Unistrut Manual)
σ 3300 lb
in2(Yield Stress of Unistrut)
Mn σ Sx157.02 lb ft
ϕ 0.9
(Moment Capacity of Unistrut)ϕMn ϕ Mn 141.32 lb ft
Check if ϕMn Mu.max"OK""No Good" "OK"
V. Anchor Design
Note: Anchor Design is performed in Hilti Profis. Seismic loads are multiplied by the overload factor. The
anchors passes all checks.
Vi. Foundation Design
Note: Foundation Design is performed in RISA Foundation. The foundation passed all checks.
Page: 4 of 4
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
3.2 RISA Foundation Output
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:24 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Point Coordinates
Label Z [ft] X [ft]
1 N1 0 0
2 N2 2 0
3 N3 2 3.5
4 N4 0 3.5
5 N5 1 0.75
6 N6 1 2.75
7 N7 1 1.75
8 N8 1 3.5
9 N9 0 1.75
10 N10 1 0
11 N11 2 1.75
Load Combinations
Label Solve Servi...AB...SF Ca...Fa...CategoryFa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...Ca...Fa...
1 1.4D Yes DL 1.4
2 1.2DL+1.0WL(...Yes DL 1.2 WLX 1
3 1.2DL+1.0WL(...Yes DL 1.2 WLX -1
4 1.2DL+1.0WL(...Yes DL 1.2 WLZ 1
5 1.2DL+1.0WL(...Yes DL 1.2 WLZ -1
6 0.9DL+1.0WL(...Yes DL 0.9 WLX 1
7 0.9DL+1.0WL(...Yes DL 0.9 WLX -1
8 0.9DL+1.0WL(...Yes DL 0.9 WLZ 1
9 0.9DL+1.0WL(...Yes DL 0.9 WLZ -1
10 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELX 1
11 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELX -1
12 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELZ 1
13 1.2DL+1.0ELY...Yes DL 1.2 ELY 1 ELZ -1
14 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELX 1
15 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELX -1
16 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELZ 1
17 0.9DL-1.0ELY...Yes DL 0.9 ELY -1 ELZ -1
18 1.0DL Yes Yes DL 1
19 1.0DL+0.6WL(...Yes Yes DL 1 WLX 0.6
20 1.0DL+0.6WL(...Yes Yes DL 1 WLX -0.6
21 1.0DL+0.6WL(...Yes Yes DL 1 WLZ 0.6
22 1.0DL+0.6WL(...Yes Yes DL 1 WLZ -0.6
23 0.6DL+0.6WL(...Yes Yes DL 0.6 WLX 0.6
24 0.6DL+0.6WL(...Yes Yes DL 0.6 WLX -0.6
25 0.6DL+0.6WL(...Yes Yes DL 0.6 WLZ 0.6
26 0.6DL+0.6WL(...Yes Yes DL 0.6 WLZ -0.6
27 1.0DL+0.7ELY...Yes Yes DL 1 ELY 0.7 ELX 0.7
28 1.0DL+0.7ELY...Yes Yes DL 1 ELY 0.7 ELX -0.7
29 1.0DL+0.6ELY...Yes Yes DL 1 ELY 0.7 ELZ 0.7
30 1.0DL+0.7ELY...Yes Yes DL 1 ELY 0.7 ELZ -0.7
31 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELX 0.7
32 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELX -0.7
33 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELZ 0.7
34 0.6DL-0.7ELY...Yes Yes DL 0.6 ELY -0.7 ELZ -0.7
Point Loads and Moments (Cat 1 : DL)
Label Direction Magnitude[k,k-ft]
1 N6 Y 0.14
2 N5 Y 0.14
Point Loads and Moments (Cat 16 : ELX)
Label Direction Magnitude[k,k-ft]
1 N5 X 0.032
RISAFoundation Version 15.0.1.29 Page 1 [P:\...\...\...\...\Structural\Calculations\400A-SW\400A-SW.fnd]
909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:24 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Point Loads and Moments (Cat 16 : ELX) (Continued)
Label Direction Magnitude[k,k-ft]
2 N6 X 0.032
3 N5 Y -0.058
4 N6 Y 0.058
Point Loads and Moments (Cat 17 : ELY)
Label Direction Magnitude[k,k-ft]
1 N5 Y 0.014
2 N6 Y 0.014
Point Loads and Moments (Cat 18 : ELZ)
Label Direction Magnitude[k,k-ft]
1 N5 Z 0.032
2 N6 Z 0.032
3 N5 MX 0.117
4 N6 MX 0.117
Point Loads and Moments (Cat 19 : WLX)
Label Direction Magnitude[k,k-ft]
1 N6 X 0.035
2 N5 X 0.035
3 N5 Y -0.063
4 N6 Y 0.063
Point Loads and Moments (Cat 21 : WLZ)
Label Direction Magnitude[k,k-ft]
1 N5 Z 0.097
2 N6 Z 0.097
3 N5 MX 0.126
4 N6 MX 0.126
Soil Definitions
Label Subgrade Modulus[k/ft^3] Allowable Bearing[ksf] Depth Properties Default?
1 Default 100 1 None Yes
Concrete Properties
Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... f'c[ksi] Lambda Flex Steel[...Shear Stee...
1 Conc3000NW 3156 1372 0.15 0.6 0.145 3 1 60 60
2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60
3 Conc4000NW 3644 1584 0.15 0.6 0.145 4 1 60 60
4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60
5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60
6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60
Slabs
Label Thickness [in] Material Local Axis Angle...Analysis Offset [i...Passive Pressur...Soil Overburden ...Icr Factor
1 S1 8 Conc3000NW 0 0 0 0 0.25
Slab Rebar Parameters
Label Top ... Bottom...Max Top B...Min Top Ba...Max Bot Ba...Min Bot Bar S... Spacing Incre... Side Cover[in] Rebar Options
1 Typical N/A #5 N/A N/A 12 12 3 3 Mid-Depth Only
RISAFoundation Version 15.0.1.29 Page 2 [P:\...\...\...\...\Structural\Calculations\400A-SW\400A-SW.fnd]
909 N Grand Ave -
101116238 & 201806132/15/2024
Company : NV5 Nov 3, 2023
9:24 AMDesigner : MM
Job Number : Charge Ready Program Checked By:_____
Model Name : Pad Foundation
Design Strips
Label Rebar Angle from P... No. of Design Cuts Design Rule
1 DS1 0 50 Typical
2 DS2 90 50 Typical
Envelope Slab Soil Pressures
Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] Point
1 S1 0.186 30 0.186 1 N1
Strip Reinforcing
Label UC Top LC Top Bars Governin... UC Bot LC Bot Bars/...Governin... UC Shear LC Governin...
1 DS1 0.003 9 0.01 5 #5@12in DS1-X25 0.015 5 DS1-X25
2 DS2 0.002 1 0 N/A #5@12in NA 0.002 1 DS2-X25
Slab Overturning Safety Factors
LC Slab Angle[deg] Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] Ms-xx/Mo-xx Ms-zz/Mo-zz
1 18 S1 0 0 0.957 0 1.674 9.99+9.99+
2 19 S1 0 0 0.957 0.104 1.674 9.99+9.99+
3 20 S1 0 0 0.957 0.104 1.674 9.99+9.99+
4 21 S1 0 0.229 0.957 0 1.674 4.181 9.99+
5 22 S1 0 0.229 0.957 0 1.674 4.181 9.99+
6 23 S1 0 0 0.574 0.104 1.004 9.99+9.696
7 24 S1 0 0 0.574 0.104 1.004 9.99+9.696
8 25 S1 0 0.229 0.574 0 1.004 2.509 9.99+
9 26 S1 0 0.229 0.574 0 1.004 2.509 9.99+
10 27 S1 0 0 0.976 0.111 1.708 9.99+9.99+
11 28 S1 0 0 0.976 0.111 1.708 9.99+9.99+
12 29 S1 0 0.194 0.976 0 1.708 5.041 9.99+
13 30 S1 0 0.194 0.976 0 1.708 5.041 9.99+
14 31 S1 0 0.02 0.574 0.145 1.004 9.99+6.91
15 32 S1 0 0.02 0.574 0.145 1.004 9.99+6.91
16 33 S1 0 0.213 0.574 0.034 1.004 2.691 9.99+
17 34 S1 0 0.213 0.574 0.034 1.004 2.691 9.99+
Slab Sliding Safety Factors
LC Slab Angle[deg] Va-xx[k] Vr-xx[k] Va-zz[k] Vr-zz[k] SR-xx SR-zz
1 18 S1 0 0 0.287 0 0.287 9.99+9.99+
2 19 S1 0 0.042 0.287 0 0.287 6.833 9.99+
3 20 S1 0 0.042 0.287 0 0.287 6.833 9.99+
4 21 S1 0 0 0.287 0.116 0.287 9.99+2.466
5 22 S1 0 0 0.287 0.116 0.287 9.99+2.466
6 23 S1 0 0.042 0.172 0 0.172 4.1 9.99+
7 24 S1 0 0.042 0.172 0 0.172 4.1 9.99+
8 25 S1 0 0 0.172 0.116 0.172 9.99+1.479
9 26 S1 0 0 0.172 0.116 0.172 9.99+1.479
10 27 S1 0 0.045 0.293 0 0.293 6.537 9.99+
11 28 S1 0 0.045 0.293 0 0.293 6.537 9.99+
12 29 S1 0 0 0.293 0.045 0.293 9.99+6.537
13 30 S1 0 0 0.293 0.045 0.293 9.99+6.537
14 31 S1 0 0.045 0.166 0 0.166 3.713 9.99+
15 32 S1 0 0.045 0.166 0 0.166 3.713 9.99+
16 33 S1 0 0 0.166 0.045 0.166 9.99+3.713
17 34 S1 0 0 0.166 0.045 0.166 9.99+3.713
RISAFoundation Version 15.0.1.29 Page 3 [P:\...\...\...\...\Structural\Calculations\400A-SW\400A-SW.fnd]
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
3.3 Anchorage Design
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
400-SW Anchor Design
Page:
Specifier:
E-Mail:
Date:
1
10/25/2023
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - SS 316 5/8 (3 1/4) hnom2
Item number: 2210306 KB-TZ2 5/8x6 SS316
Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in.
Material: AISI 316
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-14 / Mech
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.
Anchor plateR : lx x ly x t = 7.000 in. x 7.000 in. x 0.500 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 8.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: > No. 4 bar with stirrups
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [kip, ft.kip]
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
400-SW Anchor Design
Page:
Specifier:
E-Mail:
Date:
2
10/25/2023
1.1 Design results
Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%]
1 Combination 1 N = -0.168; Vx = 0.970; Vy = 0.000;
Mx = 0.00000; My = 0.12600; Mz = 0.00000;
yes 21
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
400-SW Anchor Design
Page:
Specifier:
E-Mail:
Date:
3
10/25/2023
2 Proof I Utilization (Governing Cases)
Design values [kip] Utilization
Loading Proof Load Capacity bN / b V [%]Status
Tension Concrete Breakout Failure 0.214 4.633 5 / - OK
Shear Concrete edge failure in direction x+ 0.970 4.706 - / 21 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.046 0.206 5/3 8 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
909 N Grand Ave -
101116238 & 201806132/15/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.88
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
400-SW Anchor Design
Page:
Specifier:
E-Mail:
Date:
4
10/25/2023
4 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.
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
3.4 Equipment Drawing
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
Product data sheet
Characteristics
H365NR
SWITCH FUSIBLE HD 600V 400A 3P NEUTRAL
Product availability : Stock - Normally stocked in distribution facility
Price** : 5,765.00 USD
Main
Product Single Throw Safety Switch
Current Rating 400 A
Certifications UL listed file E2875
Enclosure Rating NEMA 3R galvannealed steel
Factory Installed Neutral Neutral (factory installed)
Disconnect Type Fusible disconnect
Short Circuit Current Rating 10 kA H or K
200 kA R, J or L
Mounting Type Surface
Number of Poles 3
Electrical Connection Lugs
Duty Rating Heavy duty
Voltage Rating 600 V AC/DC
Wire Size AWG 1/0...750 kcmil copper or aluminium
Complementary
Width 708.15 mm (27.88 in)
Height 1277.87 mm (50.31 in)
Depth 257.30 mm (10.13 in)
Tightening torque 62.14 N.m (550 lbf.in) AWG 1/0...750 kcmil)
Ordering and shipping details
Category 00054 - H&HU SW,NEMA3R,400-1200A
Discount Schedule DE1
GTIN 00785901026686
Package weight(Lbs)84.37 kg (186 lb(US))
Returnability Yes
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Feb 5, 2020
1
909 N Grand Ave -
101116238 & 201806132/15/2024
Country of origin MX
Offer Sustainability
Sustainable offer status Green Premium product
California proposition 65 WARNING: This product can expose you to chemicals including: Lead and lead compounds which is
known to the State of California to cause Carcinogen & Reproductive harm. For more information go
to www.p65warnings.ca.gov
REACh Regulation REACh Declaration
REACh free of SVHC Yes
EU RoHS Directive Compliant
EU RoHS Declaration
Mercury free Yes
RoHS exemption information Yes
China RoHS Regulation China RoHS declaration
Product out of China RoHS scope. Substance declaration for your information.
Environmental Disclosure Product Environmental Profile
Circularity Profile No need of specific recycling operations
Contractual warranty
Warranty 18 months
2
909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
4.0 Wind Design Parameters
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
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909 N Grand Ave -
101116238 & 201806132/15/2024
.0.0
5.0 Seismic Design Parameters
Tom's Truck Center #2
CLIENT: Charge Ready Program
NV5 Project Number: 0000690_F8
IFC Design
https://nv5inc-my.sharepoint.com/personal/dieter_bahr_nv5_com/Documents/Desktop/Project Folders/Charge Ready Fdns/Final Calculations/Calculations/Tom's Trucks Cover Sheet.xlsm
909 N Grand Ave -
101116238 & 201806132/15/2024
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LOCATION MAP
GENERAL GRADING AND DRAINAGE NOTES:
GENERAL CONTRACT NOTES:
G0
0
PROJECT INFORMATION:
SURVEY NOTE:
·
UTILITY NOTE:
INDEX SHEET:
DESIGN CRITERIA:
SCOPE OF EV IMPROVEMENT WORK:
LIST OF CONSULTANTS:
OWNER/ REPRESENTATIVE INFORMATION:
FLOOD ZONE NOTES:
CHARGE READY PROGRAM
SOUTHERN CALIFORNIA EDISON
CONCRETE NOTES:N
CRT-2021-0112 | TOM'S TRUCK CENTER #2
DIGALERT NOTES
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Bldg# 101116238
Elec# 20180613
APPROVALS:
PLNG - FArias
BLDG - JLo
ELEC - MSmith
909 N Grand Ave -
101116238 & 201806132/15/2024
I-5 F
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909 N Grand Ave -
101116238 & 201806132/15/2024
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INSTALL BOLLARD WITH FOUNDATION
PER DETAIL 1, THIS SHEET, 5 EA, TYP.
SCE OWNED BOLLARDS, 6 EA, TYP.
INSTALL CONCRETE PAD PER
DETAIL 1 ON C01. SEE E01 FOR
ADDITIONAL DETAIL
INSTALL CONCRETE PAD PER
DETAIL 2 ON C01 (TYP). SEE E02
FOR ADDITIONAL DETAIL
INSTALL CONCRETE PAD PER
DETAIL 3 ON C01. SEE E02 FOR
ADDITIONAL DETAIL
INSTALL CONCRETE PAD PER
DETAIL 3 ON C01. SEE E02 FOR
ADDITIONAL DETAIL
PLAN VIEW: CIVIL SITE LAYOUT
C0
0
LINE LEGEND
EXISTIING NATURAL GAS GEOPHYSICAL LINE
EXISTING ELECTRIC LINE
EXISTING EDGE OF PAVEMENT LINE
EXISTIING TELECOM LINE
PROPOSED ELECTRICAL CONDUIT
EXISTIING WATER LINE
1.FOR ELECTRICAL INFORMATION, SEE SHEET E00
GENERAL NOTES:
1.CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED
MATERIALS OFF SITE.
2.CONTRACTOR SHALL PROTECT ALL EXITING UTILITY IMPROVEMENTS
NOT SPECIFICALLY DESIGNATED FOR REMOVAL.
3.THE ON-SITE UNDERGROUND UTILITIES SHOWN ON THIS SHEET ARE
AT AN APPROXIMATE LOCATION. THE EXTENT, LOCATIONS AND SIZES
ARE UNKNOWN. THE CONTRACTOR SHALL POTHOLE TO LOCATE AND
VERIFY THE UNDERGROUND UTILITY LINES PRIOR TO REMOVAL.
4.CONTRACTOR TO PROTECT AND PRESERVE IN PLACE ANY FOUND
SURVEY MONUMENTS. ANY MONUMENTS DISTURBED SHALL BE
RESET BY A LICENSED SURVEYOR AND THE APPROPRIATE
PAPERWORK FILLED WITH THE CITY OR COUNTY.
5.ALL HAZARDOUS MATERIALS ENCOUNTERED DURING SITE
DEMOLITION SHALL BE REMEDIATED AND DISPOSED OF PER STATE
AND EPA REQUIREMENTS.
6.CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL UTILITY
AGENCIES PRIOR TO THE START OF ANY DEMOLITION OR
CONSTRUCTION.
7.ANY EXISTING UTILITIES AND/ OR IMPROVEMENTS THAT BECOME
DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY
RESTORED TO THE SATISFACTION OF THE OWNER AND AGENCY
HAVING JURISDICTION, AT THE CONTRACTOR'S SOLE EXPENSE.
DEMOLITION NOTES:
PROPOSED ELECTRICAL CONDUIT (BY SCE)
EXISTING FENCE LINE
LIMITS OF WORK
SCALE:
BOLLARD WITH FOUNDATION1
C00 NONE
NOTES:
48
"
24"
1.CAUTION MUST BE TAKEN WHEN EXCAVATING TO NOT DISTURB EXISTING
UNDERGROUND UTILITIES.
2.CONCRETE SHALL BE 3250 PSI MINIMUM AT 28 DAYS
3.USE 4 INCH PLAIN STEEL PIPE, WITH A MINIMUM WALL THICKNESS OF 0.185
INCHES. THE PIPE SHALL BE PRIMED WITH AN OIL-BASED PRIMER AND PAINTED
YELLOW.
FILL PIPE WITH CONCRETE
EXISTING OR PROPOSED
PAVEMENT
YELLOW REFLECTIVE
TAPE, 2" WIDE
6"
YELLOW PLASTIC WARNING TAPE TO
BE REQUIRED ABOVE AND ALONG
ENTIRE LENGTH OF DUCT BANK.
24
"
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SEE ELECTRICAL PLANS
FOR CONDUIT SIZE,
TYPE, AND WIRING
12
"
3"
2"
REPLACE TOP SURFACE IN KIND, MATCH EXISTING PAVEMENT
DEPTH IN PAVED AREAS AND RECOMPACT SOIL TO 90% IN
UNPAVED AREAS (MINIMUM 6" CONCRETE SURFACE)
18"
36"
3"
SCALE:
TRENCH AND PAVEMENT RESURFACING2
C00 NONE
SLOPE FOOTING AWAY FROM
PIPE AT 2% MIN SLOPE
48
"
95% COMPACTED
NATIVE BACKFILL
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909 N Grand Ave -
101116238 & 201806132/15/2024
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BTC POWER
CABINET #2
BTC POWER
CABINET #1
400A
DS-SW-2
400A
DS-SW-1
SCE XFMREV-SWBD-1
EV-XFMR
EV-SWBD-2
C1C3C2
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100A
DS-SW-4
100A
DS-SW-5
100A
DS-SW-6
FREE WIRE
CHG #2
C9
C12
C13
FREE WIRE
CHG #3
C14
FREE WIRE
CHG #4
C15
C10
C11
E0
0
EL
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A
L
S
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A
Y
O
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SCALE:
CONDUIT SCHEDULE1
E00 NONE
LINE LEGEND
EXISTING NATURAL GAS GEOPHYSICAL LINE
EXISTING FENCE LINE
EXISTING ELECTRIC LINE
EXISTING EDGE OF PAVEMENT LINE
EXISTING TELECOM LINE
PROPOSED ELECTRICAL CONDUIT
EXISTING WATER LINE
PROPOSED ELECTRICAL CONDUIT (BY SCE)
1.ALL ELECTRICAL POWER IN CLOSE PROXIMITY TO THE INSTALLATION OF THE ELECTRICAL VEHICLE
STATION EQUIPMENT MUST BE POWERED OFF PRIOR TO THE START OF CONSTRUCTION, TO PREVENT
ANY ELECTRICAL INJURIES.
2.SEE CONDUIT SCHEDULE FOR WIRE AND CONDUIT SIZE.
3.THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO COMPLY WITH GROUNDING
AND BONDING OF ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING CONDUCTIVE MATERIALS,
ENCLOSURES, OR ITEMS FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES
ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME ENERGIZED. SEE CEC/NEC
250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION,
4.WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM SEPARATION SHALL BE 6'
PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF ELECTRODES.
5.ALL CONDUITS SHALL COMPLY WITH CEC/NEC TABLE 300.5 MINIMUM BURIAL DEPTH, AND BE INSTALLED A
MINIMUM OF 30" BELOW GRADE.
6.PER CEC/NEC 110.26 ”ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT ALL
ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE OF SUCH
EQUIPMENT.”
7.CHARGING STATION INSTALLATION IS OUTSIDE THE SCOPE OF THIS DOCUMENT. THIS ENGINEERING
DESIGN CALLS FOR A WIRELESS COMMUNICATION SYSTEM IN PLACE OF AN ETHERNET CONNECTION TO
EACH CHARGING STATION. THIS MUST BE FIELD VERIFIED AND CONFIRMED BY SCE PRIOR TO
INSTALLATION.
8.ALL AC CONDUCTORS TO BE TYPE THWN-2 OR THHN.
KEYED NOTES:
1.INSTALL NEW RACK MOUNTED DISCONNECT SWITCH. THE DESIGN AND INSTALLATION OF BTC
POWER CABINETS AND EV CHARGING STATIONS ARE OUTSIDE THE SCOPE OF THIS PROJECT. SEE
DETAIL 2 ON SHEET E02 FOR PAD DETAILS.
2.INSTALL NEW RACK MOUNTED DISCONNECT SWITCH. THE DESIGN AND INSTALLATION OF THE
FREEWIRE BOOST CHARGER ARE OUTSIDE THE SCOPE OF THIS PROJECT. SEE DETAIL 1 ON SHEET
E02 FOR PAD DETAILS.
3.STUB UP AND CAP CONDUIT FOR CHARGER POWER. COORDINATE LOCATION WITH CHARGER
INSTALLER.
4.STUB UP AND CAP FOUR 3/4" CONDUITS TO LOCATION OF CUSTOMER TRENCHING FOR DISPENSER
AUXILIARY POWER, COORDINATE LOCATION WITH DISPENSER INSTALLER.
GENERAL NOTES:
X
EXISTING SEWER LINE
EXISTING OVERHEAD ELECTRICAL LINE
SH
E
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DA
T
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05
/
1
6
/
2
0
2
3
CH
A
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P
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#
2
C
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T
-
2
0
2
1
-
0
1
1
2
2
2
2
2
1 1
0
GRAPHIC SCALE: 1/8"=1'-0"
122468 16 FT.
CONDUIT
NUMBER FROM TO LENGTH
(FT)CABLE CONDUIT
SIZE (IN)
CONDUIT
TYPE COMMENTS
C1 XFMR BY SCE BY SCE BY SCE BY SCE BY SCE UTILITY SERVICE
C2 EV-SWBD-1 30 (3) 500 KCMIL, (1) #2 WIRE 3"PVC SCH. 40 BTC CHARGER POWER
C3 400A DISCONNECT SW-1 15 NONE 3"PVC SCH. 40
C4 EV-SWBD-1 400A DISCONNECT SW-2 40 (3) 500 KCMIL, (1) #2 WIRE 3"PVC SCH. 40
C5 400A DISCONNECT SW-2 BTC#2 15 3"PVC SCH. 40
C6 EV-SWBD-1 EV-XFMR 25 3"PVC SCH. 40
C7 EV-XFMR EV-SWBD-2 25 2 - (4) 250 KCMIL, (1) #1/0 WIRE 3"PVC SCH. 40
C8 EV-SWBD-2 125 PVC SCH. 40
C9 115 PVC SCH. 40
C10 130 PVC SCH. 40
C11 100A DISCONNECT SW-6 150
C12 100A DISCONNECT SW-3 18 1.5"CONDUIT STUB-UP FOR CHARGER EQUIPMENT
C13 20 1.5"
C14 1.5"
C15 FREE WIRE#4 NONE 1.5"
EV-SWBD-2
EV-SWBD-2
EV-SWBD-2
100A DISCONNECT SW-4
100A DISCONNECT SW-5
100A DISCONNECT SW-6
FREE WIRE#3
FREE WIRE#2
FREE WIRE#1
100A DISCONNECT SW-5
100A DISCONNECT SW-4
100A DISCONNECT SW-3
400A DISCONNECT SW-1
BTC#1
EV-SWBD-1
NONE
NONE
NONE
(3) #2, (1) #8 WIRE
(3) #2, (1) #8 WIRE
(3) #2, (1) #8 WIRE
(3) #2, (1) #8 WIRE
(3) 250 KCMIL, (1) #2 WIRE
NONE
PVC SCH. 40
480V POWER
208/120V POWER
FREE WIRE CHARGER POWER
PVC SCH. 40
PVC SCH. 40
PVC SCH. 40
PVC SCH. 40
1.5"
1.5"
1.5"
1.5"
C16 BTC#1 DISPENSER A 20 NONEEV-SWBD-2 PVC SCH. 40
C17 20 NONEEV-SWBD-2 PVC SCH. 40
C18 20 NONEEV-SWBD-2 PVC SCH. 40
C19 20 NONEEV-SWBD-2 PVC SCH. 40
4
C8-C11
3
3
3
3
3/4"
BTC#1 DISPENSER B
BTC#2 DISPENSER A
BTC#2 DISPENSER B
3/4"
3/4"
3/4"
BTC CHARGER POWER
FREE WIRE CHARGER POWER
FREE WIRE CHARGER POWER
FREE WIRE CHARGER POWER
CONDUIT STUB-UP FOR CHARGER EQUIPMENT
CONDUIT STUB-UP FOR CHARGER EQUIPMENT
CONDUIT STUB-UP FOR CHARGER EQUIPMENT
CONDUIT STUB-UP FOR CHARGER EQUIPMENT
CONDUIT STUB-UP FOR CHARGER EQUIPMENT
CONDUIT STUB-UP FOR CHARGER EQUIPMENT
CONDUIT STUB-UP FOR CHARGER EQUIPMENT
3
3
CONDUIT STUB-UP FOR CHARGER EQUIPMENT
CONDUIT STUB-UP FOR CHARGER EQUIPMENT
FREE WIRE
CHG #1
20
20
6/30/20256-30-2025
909 N Grand Ave -
101116238 & 201806132/15/2024
7'
-
3
12"
6"
1'
-
0
"
PLAN VIEW
2
9'-73 4"
6"2'-8"113 4"5'-0"6"
C8-C11, 1.5" PVC TO 100A
DS-SW-3 TO DS-SW-6
9 10 11
C7A & C7B,
3" PVC
A A
1
11
10
9
16 15 14
C16-C19, 3/4" PVC TO
DISPENSER 1A, 1B, 2A, 2B
1'-8"1'-8"2'-10"3'-6"
C1 BY SCE
C6, 3" PVC
10119
14
2'
-
5
12"
2'
-
1
0
"
6"
B B
16 15 14
5
SECTION A-A
6'
-
6
"
23
2
3
MCB 500A
4
21
21
31 33
23
14
3'
-
8
12"
1
C8-C11, 1.5" PVC
TO 100A DS-SW-3
TO DS-SW-6
C16-C19, 3/4" PVC
TO DISPENSER
1A, 1B, 2A, 2B
2922
22
20
26
C6, 3" PVC
TO EV-SWBD-2
25
2414
TO
GROUND
RODS
C2,C4, 3" PVC TO
400A DS-SW-1 TO
DS-SW-2
37
2425
3234
35 36
12
22
22 12
E0
1
A
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/
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6
/
2
0
2
3
CH
A
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#
2
C
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T
-
2
0
2
1
-
0
1
1
2
SCALE:
ELECTRICAL EQUIPMENT PAD1
E01A 1"=1'-0"
1.THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO
COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND
NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS
FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES
ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME
ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION,
2.WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM
SEPARATION SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF
ELECTRODES.
3.ALL CONDUITS SHALL COMPLY WITH CEC/NEC TABLE 300.5 MINIMUM BURIAL
DEPTH.
4.PER CEC/NEC 110.26 ”ACCESS AND WORKING SPACE SHALL BE PROVIDED AND
MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE
OPERATION AND MAINTENANCE OF SUCH EQUIPMENT.”
5.CONCRETE PADS SHALL REACH 100% DESIGN STRENGTH PRIOR TO DRILLING FOR
ANCHORS.
6.CONTRACTOR TO MEET SCE SWITCHGEAR SPECIFICATIONS.
GENERAL NOTES:
NOTES:
1.DISTRIBUTION EQUIPMENT BILL OF MATERIALS SEE E01A.909 N Grand Ave -
101116238 & 201806132/15/2024
TO
GROUND
RODS
39
2524
23
14 40
12
38
5
7
13
C1 BY SCE
C2 & C3, 3" PVC,
TO DS-SW-1 &
DS-SW-2
SECTION B-B
8
1'-8"
2'-10"3'-6"
1'-0"6'-4"
14
21 20
41 31
C6, 3" PVC,
TO EV-XFMR
22 22
400/3
400/3
250/3
E0
1
B
EL
E
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/
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6
/
2
0
2
3
CH
A
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A
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P
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#
2
C
R
T
-
2
0
2
1
-
0
1
1
2
SCALE:
ELECTRICAL EQUIPMENT PAD1
E01B 1"=1'-0"
1.THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO
COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND
NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS
FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES
ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME
ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION,
2.WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM
SEPARATION SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF
ELECTRODES.
3.ALL CONDUITS SHALL COMPLY WITH CEC/NEC TABLE 300.5 MINIMUM BURIAL
DEPTH.
4.PER CEC/NEC 110.26 ”ACCESS AND WORKING SPACE SHALL BE PROVIDED AND
MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE
OPERATION AND MAINTENANCE OF SUCH EQUIPMENT.”
5.CONCRETE PADS SHALL REACH 100% DESIGN STRENGTH PRIOR TO DRILLING FOR
ANCHORS.
6.CONTRACTOR TO MEET SCE SWITCHGEAR SPECIFICATIONS.
GENERAL NOTES:
DISTRIBUTION EQUIPMENT BILL OF MATERIALS
ITEMREFERENCE
NUMBER QUANTITY
9 1/2" DIAMETER SS 316 KWIK BOLT TZ EXPANSION ANCHORS
WITH 3 1/4" MIN EFFECTIVE EMBEDMENT. (ICC ESR-1917)AR
10 ARGALVANIZED NUT, 1/2"
11 ARGALVANIZED LOCK WASHER, 1/2"
20 AR3" SCH. 40 PVC, CONDUIT
21 83" SCH. 40 PVC, 90 DEG ELBOW
22 3" SCH. 40 PVC, BELL END
26
12 1 EAILSCO BUS BAR NO. BBFC-4-10-22A KIT OR EQUAL
13 1 EACUSTOMER SUPPLIED PADLOCK
23 61.5" PVC BELL END
24 1.5" SCH. 40 PVC CONDUIT
25 61.5" SCH. 40 PVC, 90 DEG ELBOW
AR
HPS, TRANSFORMER CASE STYLE DH4, NEMA TYPE 3R,
480-208/120V, 3Ø, 225 KVA1 1
Z POWER SWITCHBOARD, NEMA TYPE 3R, 208/120V, 3Ø, 4W, 600
AMP BUS, 42 KAIC FULLY RATED
MAIN BREAKER, 208 VOLT, 500 AMP TRIP, 42 KAIC IR AT 208V,
3 POLE
BRANCH BREAKER, GE, TYPE TEYH, 100 AMP TRIP, 42 KAIC, 2
POLE
2 1
3 1
4 4
14 AR2/0 BARE COPPER GROUND WIRE
15 5/8 GROUND ROD COPPER CLAD 10' ERICO INSTALLED
VERTICALLY WITH MIN. 1' EARTH COVER 4
16 42/0 TO 5/8 ROD CLAMP, BURNDY MODEL NO. YGHR26C58
8
20A 1-POLE BREAKERS
29
27
28
30
31 AR#1/0 WIRE CONDUCTOR THWN-2
33 AR250 KCMIL WIRE CONDUCTOR THWN-2
5/8" DIAMETER SS 316KWIK BOLT TZ EXPANSION ANCHORS WITH
32 AR#8 WIRE CONDUCTOR THWN-2
4
34 AR#2 WIRE CONDUCTOR THWN-2
37
35
36
3/4" SCH, 40 PVC, CONDUIT
3/4" SCH, 40 PVC, 90 DEG ELBOW 4
AR
3/4" SCH. 40 PVC, BELL END 4
5 Z POWER SWITCHBOARD WITH METER, NEMA 3R, 480/277V, 3Ø,
4W, 1000A, 65 KAIC FULLY RATED, TWO SECTIONS 1
6 MAIN BREAKER, 480V, 1000A, 65 KAIC, 3 POLE 1
7 2BRANCH BREAKER, 480V, 400A, 65 KAIC, 3 POLE
8 BRANCH BREAKER, 480V, 250A, 65 KAIC, 3 POLE 1
38 SCH. 40 PVC CONDUIT, SIZE BY SCE
39 ARSCH. 40 PVC CONDUIT RADIUS, SIZE BY SCE
40 SCH. 40 PVC CONDUIT BELL END, SIZE BY SCE AR
AR
41 AR500 KCMIL WIRE CONDUCTOR THWN-2
GALVANIZED NUT, 5/8"
GALVANIZED LOOK WASHER, 5/8"
NOT USED
3 1/4" MIN EFFECTIVE EMBEDMENT.
AR
AR
AR
6/30/20256-30-2025
909 N Grand Ave -
101116238 & 201806132/15/2024
3'
-
6
"
2'
-
4
"
10
3
2
C2,C4, 3"
PVC
6"
2'-0"
BTC POWER CABINET
POWER CABINET AND
PAD SHOWN FOR
REFERENCE ONLY.
DESIGN AND
INSTALLATION BY
CUSTOMER
SECTION A-A
6" MIN
C2,C4, 3" PVC
FROM SWBD-A
TO 400A DS-SW-1
AND DS-SW-2
2'-0"
3
2
10
13
6
BTC POWER
CABINET
(BY CUSTOMER)
THE DESIGN AND
INSTALLATION OF THE
POWER CABINET (BY
CUSTOMER) AND POWER
CABINET FOUNDATION
(BY CUSTOMER) ARE
OUTSIDE THE SCOPE OF
THIS DOCUMENT
1616
C3,C5, 3"
PVC
A A
C8-C11,
1.5" PVC
FREE WIRE
FREE WIRE AND
PAD SHOWN FOR
REFERENCE ONLY.
DESIGN AND
INSTALLATION BY
CUSTOMER
SECTION A-A
FREE WIRE
DISPENSRE
(BY CUSTOMER)
THE DESIGN AND
INSTALLATION OF THE FREE
WIRE (BY CUSTOMER) AND
FREE WIRE FOUNDATION (BY
CUSTOMER) ARE OUTSIDE THE
SCOPE OF THIS DOCUMENT
C12-C15,
1.5" PVC
PLAN VIEW
A A
1'-6"
6" MIN
18
"
21
.
2
5
"
6.4"
2'
-
0
"
1'-6"
6"
1
3
2
4
6
5
2
3
1
PLAN VIEW
BTC POWER CABINET
FREE WIRE
STUB-UP AND CAP
CONDUIT FOR
CONNECTION TO EV
EQUIPMENT VERIFY
STUB-UP LOCATION
WITH SCE.
STUB-UP AND CAP
CONDUIT FOR
CONNECTION TO EV
EQUIPMENT VERIFY
STUB-UP LOCATION
WITH SCE.
C8-C11,
1.5" PVC
12
4
12
4
11
16
11
E0
2
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EV CHARGING PAD BILL OF MATERIALS
1
ITEMREFERENCE
NUMBER QUANTITY
100A, 3P, 3W, 208V, 42KA, NEMA 3R SINGLE THROW FUSED
SAFETY SWITCH.4 EA
2 AR
3 1-5/8" GALVANIZED STEEL UNISTRUT
3 EA4
5 3 EA
AR
SCALE:
208V EV CHARGING STATION AND DISCONNECT1
E02 1"=1'-0"
2-1/2" GALVANIZED STEEL POST
1.5" SCH. 40 PVC, RADIUS
1.5" PVC BELL END, CANTEX OR EQUAL
1.EV CHARGING STATION AND PAD DETAIL IS TYPICAL DETAIL FOR ALL
CHARGING STATIONS. THIS DETAIL CAN BE USED FOR EV CHARGING
STATIONS.
2.DISCONNECT SWITCHES TO BE CAPABLE OF BEING LOCKED IN THE
OPEN POSITION.
3.CONTRACTOR TO FIELD VERIFY DESIGN. FINAL INSTALLED MOUNTING
DEVICE AND CONDUITS MAY VARY FROM WHAT IS SHOWN HERE.
4.CONTRACTOR TO VERIFY FINAL STUB-OUT LOCATIONS WITH SCE.
5.EV CHARGING EQUIPMENT HAS BEEN SPECIFIED AS: BTC POWER
CABINETS HPCT2-200-480-2 AND FREEWIRE-BOOST CHARGER 150KW
GENERAL NOTES:
6 ARUV STABILIZED NYLON CABLE TIES
SH
E
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05
/
1
6
/
2
0
2
3
CH
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2
C
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-
2
0
2
1
-
0
1
1
2
SCALE:
480V EV CHARGING STATION AND DISCONNECT2
E02 1"=1'-0"
10 400A 3P, 3W, 480V 65KA, NEMA 3R, SINGLE THROW FUSED
SAFETY SWITCH 2 EA
11 AR
12 1.5" PVC SCH. 40 PVC CONDUIT
3 EA13
14
AR
3" SCH. 40 PVC CONDUIT
3" SCH. 40 PVC, CONDUIT BELL END
16 3 EA
NOT USED
3" SCH. 40 PVC, CONDUIT 36" RADIUS
909 N Grand Ave -
101116238 & 201806132/15/2024
SCALE:
SINGLE LINE DIAGRAM (480V)2
E03 NONE E0
3
EL
E
C
T
R
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C
A
L
S
L
D
TO BTC-#1
400A
3P
MAIN SWITCHBOARD "PEV-A" ,
1000A BUS,1000A MAIN, 480V/277V,
3Ø, 4W, 65 KAIC FULLY RATED, 12 SPACES,
NEMA 3R
M
1000A
3P
LSIG
SEE
NOTE 9
METERING
SECTIONPULL SECTION
LANDING LUGS
C1
SH
E
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DA
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05
/
1
6
/
2
0
2
3
CH
A
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#
2
C
R
T
-
2
0
2
1
-
0
1
1
2
400A
3P
250A
3P
400A FUSED
DISCONNECT
SWITCH (TYP.)
C2 C3
1.POWER CABINET: BTCPOWER HPCT-200-480-2
2.BRANCH BREAKERS SHALL BE RATED FOR 65 KAIC.
3.SERVICE PANEL, OVER CURRENT PROTECTION DEVICES AND WIRE SIZE
BASED ON CEC/NEC REQUIREMENTS AT 125% CONTINUOUS LOAD.
4.EQUIPMENT GROUND CONDUCTOR (EGC) #3 AWG GREEN INSULATED USED
FOR CHARGERS, SEE CONDUIT SCHEDULE.
5.ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY
A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE
UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.
6.PER CEC/ NEC 210.19 (A) INFORMATIONAL NOTE #4, "CONDUCTORS FOR
BRANCH CIRCUITS AS DEFINED IN ARTICLE 100, SIZED TO PREVENT A
VOLTAGE DROP EXCEEDING 3 PERCENT AT THE FARTHEST OUTLET OF
POWER, HEATING, AND LIGHTING LOADS, OR COMBINATION OF SUCH LOADS,
AND WHERE THE MAXIMUM TOTAL VOLTAGE DROP ON BOTH FEEDERS AND
BRANCH CIRCUITS TO THE FARTHEST OUTLET DOES NOT EXCEED 5%."
7.THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED
TO COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND
NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR
ITEMS FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR
CARRIES ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO
BECOME ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER
DESCRIPTION.
8.WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM
SEPARATION SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE
OF ELECTRODES.
9.GFPE SYSTEM MUST BE TESTED BY A QUALIFIED PERSON. THE TEST IS TO
BE THE PRIMARY CURRENT INJECTION METHOD AND A WRITTEN REPORT
MUST BE PROVIDED TO THE AHJ PRIOR TO SERVICE RELEASE FOR
ENERGIZATION.
GENERAL NOTES:
EV-SWBD-1
1000A, 480/277V, 3Ø, 4W,
65 KAIC FULLY RATED
NEMA 3R
1000A
1
3
400A
5
7
9
11
A B C
BTC #1
SCALE:
EV-SWBD-1 LOAD SCHEDULE1
E03 NONE
2
4
6
8
10
12
BTC #2
400A
LOAD SUMMARY TABLE
A
KVA
B
KVA
C
KVA
WIRE
SIZE DESCRIPTION BREAKER
POSITION
BTC #1
73.16
73.16
600KCMIL 1
3
5
2
4
6
7
9
11
8
10
12
186.32 186.32 186.32 TOTAL KVA/BUS
TOTAL KVA558.96
NOTE: BUS HAS BEEN SIZED FOR HIGHEST AMPACITY
186.32 KVA @ 277V = 672.64 A
125% x 672.64 A = 840.79 A
73.16
250A
73.16
73.16
73.16
40
40
40
BTC #2
EV XFMR
C4 C5 C6
TO BTC-#2 TO EV XFMR
SEE E04
DETAIL 2
EV XFMR BLANK
BLANK
600KCMIL
600KCMIL
600KCMIL
600KCMIL
600KCMIL
250KCMIL
SCE XFMR
480/277V,
3Ø,4W
(2) 5/8" X 10' GROUND RODS
(MIN. 6' SEPARATION)
GROUNDING ELECTRODE
CONDUCTOR (GEC) 2/0
LI
N
E
LO
A
D
A
A
B
C
480/277V
PER SCE
LI
N
E
LO
A
D
B
LI
N
E
LO
A
D
C
C1, BY SCE
N
N
250KCMIL
250KCMIL
G
N
(2) 5/8" X 10' GROUND RODS
(MIN. 6' SEPARATION)
6/30/20256-30-2025
909 N Grand Ave -
101116238 & 201806132/15/2024
SCALE:
SINGLE LINE DIAGRAM (208/120V)2
E04 NONE
E0
4
EL
E
C
T
R
I
C
A
L
S
L
D
TO FREE
WIRE #1
100A
3P
EV-SWDB-2
600A BUS, 500A MAIN, 208/120V,
3Ø, 4W, 42 KAIC
NEMA 3R500A
3P
C7
SH
E
E
T
DA
T
E
05
/
1
6
/
2
0
2
3
CH
A
R
G
E
R
E
A
D
Y
P
R
O
G
A
M
TO
M
'
S
T
R
U
C
K
C
E
N
T
E
R
#
2
C
R
T
-
2
0
2
1
-
0
1
1
2
100A
3P
100A
3P
100A
3P
100A
FUSED
DISCONNECT
SWITCH
(TYP.)
C8 C9 C10 C11
1.DUAL PORT: FREEWIRE-BOOST CHARGER 150
2.BRANCH BREAKERS SHALL BE RATED FOR 42 KAIC.
3.SERVICE PANEL, OVER CURRENT PROTECTION DEVICES AND WIRE SIZE
BASED ON CEC/NEC REQUIREMENTS AT 125% CONTINUOUS LOAD.
4.EQUIPMENT GROUND CONDUCTOR (EGC) #8 AWG GREEN INSULATED USED
FOR CHARGERS, SEE CONDUIT SCHEDULE.
5.ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY
A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE
UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.
6.PER CEC/ NEC 210.19 (A) INFORMATIONAL NOTE #4, "CONDUCTORS FOR
BRANCH CIRCUITS AS DEFINED IN ARTICLE 100, SIZED TO PREVENT A
VOLTAGE DROP EXCEEDING 3 PERCENT AT THE FARTHEST OUTLET OF
POWER, HEATING, AND LIGHTING LOADS, OR COMBINATION OF SUCH LOADS,
AND WHERE THE MAXIMUM TOTAL VOLTAGE DROP ON BOTH FEEDERS AND
BRANCH CIRCUITS TO THE FARTHEST OUTLET DOES NOT EXCEED 5%."
7.THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED
TO COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND
NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR
ITEMS FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR
CARRIES ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO
BECOME ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER
DESCRIPTION.
8.WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM
SEPARATION SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE
OF ELECTRODES.
GENERAL NOTES:EV-SWBD-2
600A BUS, 500A MAIN, 208/120V, 3O, 4W,
42 KAIC FULLY RATED
NEMA 3R
C
B
A
N
G
500A
1
3
100A
5
7
9
11
A B C
FREE WIRE #1
SCALE:
EV-SWBD-2 LOAD SCHEDULE1
E04 NONE
2
4
6
8
10
12
FREE WIRE #2
100A
LOAD SUMMARY TABLE
A
KVA
B
KVA
C
KVA
WIRE
SIZE DESCRIPTION BREAKER
POSITION
FREE WIRE #1
9.6
9.6
#1 1
3
5
2
4
6
7
9
11
8
10
12
40.8 39.6 39.6 TOTAL KVA/BUS
TOTAL KVA120
NOTE: BUS HAS BEEN SIZED FOR HIGHEST AMPACITY
40.80 KVA @ 120V = 340 A
125% x 340 A = 425 A
9.6
100A 100A
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
FREE WIRE #2
FREE WIRE #3
FR
O
M
E
V
-
X
F
M
R
EV-XFMR
150 KVA
480-208/120V,
3Ø
NEMA 3R
C12 C13 C14 C15
C6
(2) 5/8" X 10' GROUND
RODS
(MIN. 6' SEPARATION)
TO FREE
WIRE #2
TO FREE
WIRE #3
TO FREE
WIRE #4
FREE WIRE #3 FREE WIRE #4
#1
#1
#1
#1
#1
#1
#1
#1
#1
#1
#1
FREE WIRE #4
GROUNDING ELECTRODE
CONDUCTOR (GEC) 2/0
FROM EV-SWBD-2
SEE E03 DETAIL 2
13
15
17
14
16
18
20A 20A
DISPENSER 1A
BLANK
13
15
17
1.2
1.2
1.2
#12
#12
#12
#12 14
16
18
20A
20A
DISPENSER 1B
DISPENSER 2A
DISPENSER 2B
DISPENSER 1A
DISPENSER 1B
DISPENSER 2A
DISPENSER 2B1.2
BLANK
BLANK
20A
1P
AUX.
POWER TO
BTC#1
DISPENSER
A
20A
1P
20A
1P
20A
1P
G
N
AUX.
POWER TO
BTC#1
DISPENSER
B
AUX.
POWER TO
BTC#2
DISPENSER
A
AUX.
POWER TO
BTC#2
DISPENSER
B
6/30/20256-30-2025
909 N Grand Ave -
101116238 & 201806132/15/2024