HomeMy WebLinkAbout2525 N Grand Ave & MTR01 - Plan
Rev: 07/16//2019 Page 1 of 2
Eligibility Checklist for Expedited EV Charging Station Permit:
Multi-Family Dwellings
Type of Charging Station(s) Power Levels (proposed circuit rating) Check one
Level 1 110/120 volt alternating current (VAC) at 15 or 20 Amps
Level 2 - 3.3 kilowatt (kW) (low) 208/240 VAC at 20 or 30 Amps
Level 2 – 6.6kW (medium) 208/240 VAC at 40 Amps
Level 2 – 9.6kW (high) 208/240 VAC at 50 Amps
Level 2 – 19.2kW (highest) 208/240 VAC at 100 Amps
Other (provide
detail):
Provide rating:
Permit Application Requirements:
A. Does the application include EVCS manufacturer's specs and installation guidelines? Y N
Electrical Load Calculation Worksheet:
A. Is an electrical load calculation worksheet included? (CEC 220) Y N
B. Based on the load calculation worksheet, is a new electrical service panel upgrade
required? Y N
1) If yes, do plans include the electrical service panel upgrade? Y N
C. Is the charging circuit appropriately sized for a continuous load of 125%? Y N
D. If charging equipment proposed is a Level 2 – 9.6 kW station with a circuit rating of 50
Amps or higher, is a completed panel schedule with electrical calculations included
with the single line diagram?
Y
N
Site Plan and Single Line Drawing:
A. Is a site plan and separate electrical plan with a single-line diagram included
with the permit application? Y N
1) If mechanical ventilation requirements are triggered for indoor venting
requirements (CEC 625.52 (B)), is a mechanical plan included with the
permit application?
Y
N
B. Is the site plan fully dimensioned and drawn to scale? Y N
1) Showing location, size, and use of all structures Y N
2) Showing location of electrical panel to charging system Y N
3) Showing type of charging system and mounting Y N
480/277level 3
Rev: 07/16//2019 Page 2 of 2
Compliance with the California Electrical Code:
A. Does the plan include EVCS manufacturer's specs and installation guidelines? Y N
B. Does the electrical plan identify the amperage and location of existing electrical
service panel? Y N
1) If yes, does the existing panel schedule show room for additional breakers? Y N
C. Is the charging unit rated more than 60 amps or more than 150V to ground? Y N
1) If yes, are disconnecting means provided in a readily accessible location in line of
site? (CEC 625.43) Y N
D. Does the charging equipment have a Nationally Recognized Testing Laboratory
(NRTL) approved listing mark? (UL 2202/UL 2200) Y N
E. If trenching is required, is the trenching detail called out? Y N
1) Is the trenching in compliance with minimum cover requirements for wiring
methods or circuits? (18” for direct burial per CEC 300.5) Y N
Compliance with California Green Building Standards Code:
A. Do the CAL Green EV Readiness installation requirements apply to this project: Y N
1) Do the plans demonstrate conformance with mandatory measures for 10% of total
parking spaces, for new multifamily dwellings provided for all types of parking
facilities, to be electric vehicle charging spaces (EV spaces) capable of
supporting future EVCS? (4.106.4.2)
Y
N
2) Do the construction documents indicate the location of the proposed EV spaces
where at least one is located in common use areas and available to all residents
for use? (4.106.4.2.1) Calculations for the required number of EV spaces shall be
rounded up to the nearest whole number.
Y
N
3) When EV chargers are installed, EV spaces required by Section 4.106.4.2.2, item 3
shall comply with at least one of the following options:
a. The EV space shall be located adjacent to an accessible parking space
that complies with CBC Chapter 11A, to allow use of the EV charger from
the accessible parking space.
b. The EV space shall be located on an accessible route, as defined by CBC
Chapter 2, to the building.
c. EV charging space(s) comply with Section 4.106.4.2.2, items 1, 2 and 3.
Y
N
Notes: This criteria is intended for an expedited EVCS permitting process. If any items are checked NO,
please revise plans to fit within the eligibility checklist; otherwise the permit application may go
through the standard plan review and approval process.
Electrical plans shall be completed, stamped and signed by a California Licensed Electrical Engineer
or a C-10 electrical contractor.
EVCS project review is limited to health and safety requirements found under local, state, and federal
law. EVCS permit approval is not subject to approval of an association (as defined in Section 4080 of
the Civil Code).
Project Address:
Applicant Signature:
Applicants Printed Name:
Contractor’s License Number and type: -
2525 North Grand Ave
Aaron Wallen
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
TESLA SUPERCHARGER SANTA ANA, CA - 2525 NORTH GRAND AVENUE
16 SUPERCHARGERS
APN: 396-361-05
PROJECT TEAM
ELECTRICAL ENGINEER OF RECORD:
ALEX SHORTS
10430 SHADY TRAIL #108
DALLAS, TX, 75220
(805) 663-3810
ASHORTS@CRAFTINGEDEN.COM
APPLICABLE CODES
2025 CALIFORNIA BUILDING CODE
2025 CALIFORNIA ELECTRICAL CODE
2025 CALIFORNIA FIRE CODE
2025 CALIFORNIA ENERGY CODE
SHEET INDEXDESIGN CRITERIA
TRT: 458525
SYSTEM SUMMARY
SUPERCHARGER SYSTEM
SUMMARY
EQUIPMENT QTY
V4 SUPERCHARGER CABINETS
(NON-PSU)1
V4 SUPERCHARGER POSTS
(NON-PSU)8
V4 PSU FU (PRE-ASSEMBLED
SUPERCHARGER UNIT)1
UTILITY TRANSFORMER 1
SWITCHBOARD 1
LIGHT POLES 3
N
S
EW
AC ALTERNATING CURRENT
ADA AMERICANS WITH DISABILITIES
ACT
AFF ABOVE FINISH FLOOR
BLDG BUILDING
CLR CLEAR
COMM COMMUNICATION
CONC CONCRETE
DC DIRECT CURRENT
DIA DIAMETER
DIST DISTANCE
(E)EXISTING
EA.EACH
EGC EQUIPMENT GROUNDING
CONDUCTOR
EMT ELECTRICAL METALLIC TUBING
EQ EQUAL
ERMS ENERGY REDUCTION
MAINTENANCE SETTINGS
ESS ENERGY STORAGE SYSTEM
EV ELECTRIC VEHICLE
GAB GRADED AGGREGATE BASE
GALV GALVANIZED
GEC GROUNDING ELECTRODE
CONDUCTOR
GFP GROUND FAULT PROTECTOR
GND GROUND
HVAC HEATING, VENTILATION, & AIR
CONDITIONING
I CURRENT
IMP CURRENT AT MAX POWER
INV INVERTER
ISC SHORT CIRCUIT CURRENT
KVA KILOVOLT AMPERE
KW KILOWATT
KWH KILOWATT-HOUR
LOS LINE OF SIGHT
LSIG LONG TIME, SHORT TIME,
INSTANTANEOUS GROUND
LV LOW-VOLTAGE
LVDC LOW VOLTAGE DIRECT
CURRENT
MAX MAXIMUM
MIN MINIMUM
MV MEDIUM-VOLTAGE
(N)NEW
NEC NATIONAL ELECTRIC CODE
NIC NOT IN CONTRACT
NRTL NATIONALLY-RECOGNIZED
TESTING LABORATORY
NTS NOT TO SCALE
OC ON CENTER
PCC POINT OF COMMON COUPLING
PL PROPERTY LINES
PLC POWER LINE COMMUNICATION
POE POWER OVER ETHERNET
PP POWERPACK
PSU PRE-ASSEMBLED
SUPERCHARGER UNIT
PV PHOTOVOLTAIC
PVC POLYVINYL CHLORIDE
RSD RAPID SHUTDOWN
SCCR SHORT CIRCUIT CURRENT
RATING
SCH SCHEDULE
SQ. IN.SQUARE INCHES
SS STAINLESS STEEL
SSBJ SUPPLY SIDE BONDING JUMPER
SSD SEE STRUCTURAL DRAWINGS
STC STANDARD TESTING
CONDITIONS
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VIF VERIFY IN FIELD
W WATT
ABBREVIATIONS PROJECT SCOPE
1.WIND DESIGN
-DESIGN WIND SPEED = 95 MPH
-RISK CATEGORY = II
-WIND EXPOSURE = C
2.SEISMIC DESIGN
-RISK CATEGORY = II
-SEISMIC IMPORTANCE FACTOR = 1.0
-SITE CLASS = D
-Ss = 1.51 / S1 = 0.5
-Sds = 1.19 / Sd1 = 0.8
-SEISMIC DESIGN CATEGORY = D
-BASIC SEISMIC-FORCE-RESISTING
SYSTEM = NON-STRUCTURAL
COMPONENT
-R_po = 1.5 / C_AR = 1.0
3.GROUND SNOW LOAD = 0 PSF
SITE LAYOUT AERIAL MAP
REFERENCED DOCUMENTS
TOPOGRAPHIC SURVEY
UTILITY DESIGN
STRUCTURAL ENGINEER OF RECORD:
YOO JIN KIM
TESLA, INC.
129 GERBERA STREET,
DANVILLE, CA 94506
M:(949)285-6177
YOKIM@TESLA.COM
CIVIL ENGINEER OF RECORD:
MICHAEL P. HENDERSON
TESLA, INC.
3500 DEER CREEK RD,
PALO ALTO, CA 94304
M:(678) 687-1976
MIHENDERSON@TESLA.COM
INSTALLATION OF SUPERCHARGERS
AND NEW FU PSU (PRE-ASSEMBLED
SUPERCHARGER UNIT), ASSOCIATED
AC AND DC EQUIPMENT.
INSTALLATION OF PRECAST,
PRE-FABRICATED & CONCRETE
EQUIPMENT PADS AND WALKWAYS.
INSTALLATION OF NEW PARKING
STRIPING, SIGNAGE AND ADA ACCESS
FEATURES.
ASPHALT OVERLAY FOR PROPOSED EV
ADA STALLS.
INSTALLATION OF NEW LED LIGHTING.
PROJECT DESIGNER:
MUSTAFA HANNOUN
TESLA, INC.
1 TESLA RD.,
AUSTIN, TX 78725
(972) 369-4534
MHANNOUN@TESLA.COM
ALL EXISTING AND PROPOSED LOCATIONS
ARE BASED OFF THE SURVEYOR'S
ESTABLISHED BENCHMARK AND
CONTROL.
IMPORTANT NOTE:
PARKING STALL SCHEDULLE
EXISTING STANDARD STALLS
UTILIZED AS A RESULT OF THIS
PROJECT
21
PROPOSED TESLA STALLS 16
PROPOSED STANDARD STALLS 0
AB1100 EV VAN CREDIT 1
NET STALL COUNT -4
EV CHARGE STALLS
PROPOSED 16
ADA EV
STALL TYPE
CAR VAN AMBULATORY
STALLS
REQUIRED
1 1 0
STALLS
PROPOSED
1 1 0
BASED ON CBC TABLE 11B-228.3.2.1
1"12"0
PROPRIETARY AND CONFIDENTIAL
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1
2
3
4
5
6
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
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COVER PAGE
G-001
REV: B IFP
MHANNOUNPLOT DATE: 4/22/2026 11:31 AM
JB-9275533-00
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SHEET #SHEET TITLE
G-001 COVER PAGE
G-002 NOTES
G-100 OVERALL SITE PLAN
G-101 DEMOLITION PLAN
E-101 ELECTRICAL SITE PLAN
E-201 SINGLE LINE DIAGRAM
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-601 UTILITY DESIGN PLAN
E-701 TITLE 24
A-301 ACCESSIBLE PARKING PLAN
A-501 ARCHITECTURAL DETAILS
S-301 ENLARGED STRUCTURAL
PLAN
S-501 STRUCTURAL DETAILS
S-502 STRUCTURAL DETAILS
S-601 CUTSHEETS
-SURVEY
B
B
B
B
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
TESLA SUPERCHARGER SANTA ANA, CA - 2525 NORTH GRAND AVENUE
16 SUPERCHARGERS
APN: 396-361-05
PROJECT TEAM
ELECTRICAL ENGINEER OF RECORD:
ALEX SHORTS
10430 SHADY TRAIL #108
DALLAS, TX, 75220
(805) 663-3810
ASHORTS@CRAFTINGEDEN.COM
APPLICABLE CODES
2025 CALIFORNIA BUILDING CODE
2025 CALIFORNIA ELECTRICAL CODE
2025 CALIFORNIA FIRE CODE
2025 CALIFORNIA ENERGY CODE
SHEET INDEXDESIGN CRITERIA
TRT: 458525
SYSTEM SUMMARY
SUPERCHARGER SYSTEM
SUMMARY
EQUIPMENT QTY
V4 SUPERCHARGER CABINETS
(NON-PSU)1
V4 SUPERCHARGER POSTS
(NON-PSU)8
V4 PSU FU (PRE-ASSEMBLED
SUPERCHARGER UNIT)1
UTILITY TRANSFORMER 1
SWITCHBOARD 1
LIGHT POLES 3
N
S
EW
AC ALTERNATING CURRENT
ADA AMERICANS WITH DISABILITIES
ACT
AFF ABOVE FINISH FLOOR
BLDG BUILDING
CLR CLEAR
COMM COMMUNICATION
CONC CONCRETE
DC DIRECT CURRENT
DIA DIAMETER
DIST DISTANCE
(E)EXISTING
EA.EACH
EGC EQUIPMENT GROUNDING
CONDUCTOR
EMT ELECTRICAL METALLIC TUBING
EQ EQUAL
ERMS ENERGY REDUCTION
MAINTENANCE SETTINGS
ESS ENERGY STORAGE SYSTEM
EV ELECTRIC VEHICLE
GAB GRADED AGGREGATE BASE
GALV GALVANIZED
GEC GROUNDING ELECTRODE
CONDUCTOR
GFP GROUND FAULT PROTECTOR
GND GROUND
HVAC HEATING, VENTILATION, & AIR
CONDITIONING
I CURRENT
IMP CURRENT AT MAX POWER
INV INVERTER
ISC SHORT CIRCUIT CURRENT
KVA KILOVOLT AMPERE
KW KILOWATT
KWH KILOWATT-HOUR
LOS LINE OF SIGHT
LSIG LONG TIME, SHORT TIME,
INSTANTANEOUS GROUND
LV LOW-VOLTAGE
LVDC LOW VOLTAGE DIRECT
CURRENT
MAX MAXIMUM
MIN MINIMUM
MV MEDIUM-VOLTAGE
(N)NEW
NEC NATIONAL ELECTRIC CODE
NIC NOT IN CONTRACT
NRTL NATIONALLY-RECOGNIZED
TESTING LABORATORY
NTS NOT TO SCALE
OC ON CENTER
PCC POINT OF COMMON COUPLING
PL PROPERTY LINES
PLC POWER LINE COMMUNICATION
POE POWER OVER ETHERNET
PP POWERPACK
PSU PRE-ASSEMBLED
SUPERCHARGER UNIT
PV PHOTOVOLTAIC
PVC POLYVINYL CHLORIDE
RSD RAPID SHUTDOWN
SCCR SHORT CIRCUIT CURRENT
RATING
SCH SCHEDULE
SQ. IN.SQUARE INCHES
SS STAINLESS STEEL
SSBJ SUPPLY SIDE BONDING JUMPER
SSD SEE STRUCTURAL DRAWINGS
STC STANDARD TESTING
CONDITIONS
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VIF VERIFY IN FIELD
W WATT
ABBREVIATIONS PROJECT SCOPE
1.WIND DESIGN
-DESIGN WIND SPEED = 95 MPH
-RISK CATEGORY = II
-WIND EXPOSURE = C
2.SEISMIC DESIGN
-RISK CATEGORY = II
-SEISMIC IMPORTANCE FACTOR = 1.0
-SITE CLASS = D
-Ss = 1.51 / S1 = 0.5
-Sds = 1.19 / Sd1 = 0.8
-SEISMIC DESIGN CATEGORY = D
-BASIC SEISMIC-FORCE-RESISTING
SYSTEM = NON-STRUCTURAL
COMPONENT
-R_po = 1.5 / C_AR = 1.0
3.GROUND SNOW LOAD = 0 PSF
SITE LAYOUT AERIAL MAP
REFERENCED DOCUMENTS
TOPOGRAPHIC SURVEY
UTILITY DESIGN
STRUCTURAL ENGINEER OF RECORD:
YOO JIN KIM
TESLA, INC.
129 GERBERA STREET,
DANVILLE, CA 94506
M:(949)285-6177
YOKIM@TESLA.COM
CIVIL ENGINEER OF RECORD:
MICHAEL P. HENDERSON
TESLA, INC.
3500 DEER CREEK RD,
PALO ALTO, CA 94304
M:(678) 687-1976
MIHENDERSON@TESLA.COM
INSTALLATION OF SUPERCHARGERS
AND NEW FU PSU (PRE-ASSEMBLED
SUPERCHARGER UNIT), ASSOCIATED
AC AND DC EQUIPMENT.
INSTALLATION OF PRECAST,
PRE-FABRICATED & CONCRETE
EQUIPMENT PADS AND WALKWAYS.
INSTALLATION OF NEW PARKING
STRIPING, SIGNAGE AND ADA ACCESS
FEATURES.
ASPHALT OVERLAY FOR PROPOSED EV
ADA STALLS.
INSTALLATION OF NEW LED LIGHTING.
PROJECT DESIGNER:
MUSTAFA HANNOUN
TESLA, INC.
1 TESLA RD.,
AUSTIN, TX 78725
(972) 369-4534
MHANNOUN@TESLA.COM
ALL EXISTING AND PROPOSED LOCATIONS
ARE BASED OFF THE SURVEYOR'S
ESTABLISHED BENCHMARK AND
CONTROL.
IMPORTANT NOTE:
PARKING STALL SCHEDULLE
EXISTING STANDARD STALLS
UTILIZED AS A RESULT OF THIS
PROJECT
21
PROPOSED TESLA STALLS 16
PROPOSED STANDARD STALLS 0
AB1100 EV VAN CREDIT 1
NET STALL COUNT -4
EV CHARGE STALLS
PROPOSED 16
ADA EV
STALL TYPE
CAR VAN AMBULATORY
STALLS
REQUIRED
1 1 0
STALLS
PROPOSED
1 1 0
BASED ON CBC TABLE 11B-228.3.2.1
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
MHANNOUNPLOT DATE: 4/23/2026 9:56 AM
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SHEET #SHEET TITLE
G-001 COVER PAGE
G-002 NOTES
G-100 OVERALL SITE PLAN
A-301 ACCESSIBLE PARKING PLAN
A-501 ARCHITECTURAL DETAILS
S-301 ENLARGED STRUCTURAL
PLAN
S-501 STRUCTURAL DETAILS
S-502 STRUCTURAL DETAILS
S-601 CUTSHEETS
-SURVEY
B
ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ANY OTHER
REGULATING AUTHORITIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE
WORK.
PRIOR TO COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL VERIFY
EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IN RESPONSIBLE
CHARGE FROM TESLA OF ANY DISCREPANCIES. ANY WORK PERFORMED IN
CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED AT THE
SUBCONTRACTORS SOLE EXPENSE.
SUBCONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO TESLA
FOR APPROVAL BEFORE MAKING ANY CHANGES. DEVIATION FROM PLANS BEFORE
WRITTEN APPROVAL FROM TESLA PLACES LIABILITY ON THE SUBCONTRACTOR.
ALL EQUIPMENT SHALL BE MOUNTED AS SHOWN. WHERE DETAILS ARE NOT
PROVIDED, CONTRACTOR SHALL USE STANDARD CONSTRUCTION PRACTICES.
ALL SURFACES SHALL BE PATCHED AND PAINTED AROUND NEW DEVICES AND
EQUIPMENT TO MATCH EXISTING FINISHES.
ANY METAL SHAVINGS FROM SITE WORK SHALL BE CLEANED FROM ALL SURFACES
WHERE OXIDIZED OR CONDUCTIVE METAL SHAVINGS MAY CAUSE RUST,
ELECTRICAL SHORT CIRCUITS, OR OTHER DAMAGE.
APPROVALS FROM BUILDING INSPECTORS SHALL NOT CONSTITUTE AUTHORITY TO
DEVIATE FROM THE DRAWINGS.
NEW PAVEMENT INSTALLED AS PART OF THIS PROJECT SHALL MATCH EXISTING
PAVEMENT SECTION. ASPHALT AND GAB DEPTHS SHALL BE MAINTAINED.
GENERAL NOTES
SUPERCHARGER NOTES
1.ALL CONDUIT FURNISHED AND INSTALLED BY CONTRACTOR. ALL
WIRING FURNISHED BY TESLA AND INSTALLED BY CONTRACTOR.
2.ALL BUSHINGS AND WIRING INTERNAL OF PROPOSED SERVICE
EQUIPMENT PROVIDED BY MANUFACTURER. ANY MODIFICATIONS
SHALL REQUIRE ENGINEERING APPROVAL PRIOR TO ANY CHANGES
BEING MADE.
3.ALL ALUMINUM(AI) CONDUCTORS TO RECEIVE ANTI-OXIDATION
COATING DURING INSTALLATION. ALL OTHER CONDUCTORS ARE
COPPER UNLESS OTHERWISE NOTED.
4.THE FOLLOWING CHARGING CABINETS AND THE CHARGING POSTS
USED ON THIS PROJECT COMPLY WITH THE FOLLOWING STANDARDS:
·IEC 61851-23: 2014 / EN 61851-23: 2014
·UL 2202: 2009(R2012)
·CAN CSA C22.2 NO. 107.1-01(R2011)
5.THE AFOREMENTIONED STANDARDS IDENTIFY THE REQUIREMENTS
MET BY THE EQUIPMENT, INCLUDING BUT NOT LIMITED TO:
·PROTECTION AGAINST ELECTRIC SHOCK
·OVERLOAD AND SHORT CIRCUIT PROTECTION
·FAULT PROTECTION
·DEGREES OF PROTECTION AGAINST ACCESS TO HAZARDOUS
LIVE PARTS
·THE INTERNAL COMPONENTS OF THE SYSTEM ARE
PROPRIETARY. ANY QUESTIONS CONCERNING ACTUAL
INTERNAL PROTECTIVE DEVICES MUST BE COORDINATED
DIRECTLY WITH TESLA.
6.TESLA SUPERCHARGER SIGNAL WIRING RATED 1000V AND USED FOR
POWER LIMITED CLASS 1 CIRCUITS SHALL BE PERMITTED TO RUN IN
CONDUITS, CABLE TRAYS, WIRE WAYS, OR RACEWAYS ALONG WITH
ASSOCIATED DC CONDUCTORS AS ALLOWED PER NEC 725.48(B)(1)
AND 620.36.
7.SUPERCHARGER CABINET AC CONDUCTORS SIZED UNDER
ENGINEERING SUPERVISION USING THERMAL MODELING SOFTWARE.
SPECIFICATIONS ABOUT THE TRENCHING REQUIREMENTS ARE SHOWN
IN E-501
8.FOR DC RUNS IN EXCESS OF 330 FEET, CONTACT TESLA.
9.UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC OR UL LISTED
HDPE. THE ABOVEGROUND PORTION OF AN
UNDERGROUND/ABOVEGROUND TRANSITION SHALL BE SCHEDULE 80
PVC OR UL LISTED HDPE.
10.ABOVEGROUND CONDUITS EXPOSED TO VEHICULAR OR EQUIVALENT
PHYSICAL DAMAGE SHALL BE RMC. ABOVEGROUND CONDUITS NOT
EXPOSED TO VEHICULAR OR EQUIVALENT DAMAGE SHALL BE
PERMITTED TO BE EMT.
11.WIRE SPLICES ARE NOT PERMITTED TO EXTEND WIRE RUN LENGTH.
CONTRACTOR IS RESPONSIBLE FOR RERUNNING FULL LENGTH OF
WIRE IF RUN LENGTH IS MISCALCULATED.
12.SPECIAL INSPECTION IS REQUIRED FOR ALL POST-INSTALLED
CONCRETE ANCHORS.
13.PLANT GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANTS
FOR A PERIOD OF ONE (1) YEAR FROM DATE OF PROJECT
ACCEPTANCE BY THE OWNER. CONTRACTOR IS RESPONSIBLE FOR
PLANT MAINTENANCE FOR THE FIRST GROWING SEASON.
14.IF EXISTING GRASS IS DAMAGED/REMOVED DURING CONSTRUCTION,
CONTRACTOR SHALL APPLY SEED PER HYDROSEED METHOD. RATING
OF SEED SHALL BE PER DISTRIBUTOR BASED ON SPECIES TYPE.
15.CONTRACTOR SHALL MATCH EXISTING LANDSCAPE; USE GRASS,
RIVER ROCK, MULCH ETC. TO MATCH EXISTING LANDSCAPE AROUND
EQUIPMENT, UNLESS OTHERWISE NOTED.
16.CONTRACTOR TO INSTALL WEED BARRIER IN FRONT OF
SUPERCHARGER CABINETS AND SWITCHBOARD. BARRIER TO EXTEND
FULL WIDTH AND DEPTH OF NEC REQUIRED WORKING CLEARANCES.
GENERAL NOTES
1.ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRIC
CODE AS AMENDED BY APPLICABLE STATE AND LOCAL CODES.
2.ALL WIRING SHALL BE MANAGED IN A PROFESSIONAL, WORKMAN-LIKE
MANNER AND MUST BE SUPPORTED, SECURED, AND PROTECTED TO
PREVENT DAMAGE.
3.AC CIRCUIT CONDUCTORS SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER
ART 210.5 OR 215.12. UNLESS OTHERWISE REQUIRED BY ART 210.5(1) OR AHJ,
COLOR-CODING OF POWER CONDUCTORS SHALL BE AS FOLLOWS:
CONDUCTOR 277/480V 120/208V
PHASE A BROWN BLACK
PHASE B ORANGE RED
PHASE C YELLOW BLUE
NEUTRAL GRAY WHITE
4.DC CIRCUIT CONDUCTORS SHALL BE IDENTIFIED PER ART 210.5 OR 215.12:
CONDUCTOR STD COLOR ALT COLOR
DC+RED RED-STRIPED
DC-BLACK BLACK-STRIPED
5.TERMINATIONS OF AC, DC, AND COMMUNICATIONS CONDUCTORS SHALL
BE PROFESSIONALLY AND LEGIBLY LABELED WITH CIRCUIT SCHEDULE
IDENTIFIER, CONDUCTOR SIZE (AS APPLICABLE) AND TERMINATION TORQUE.
6.ALL EQUIPMENT SHALL BE LISTED BY A NRTL IN COMPLIANCE WITH ART
110.3. WHERE EXISTING NRTL LISTING CANNOT BE MAINTAINED,
ENGINEERING APPROVAL SHALL BE OBTAINED PRIOR TO EQUIPMENT
MODIFICATION, AND THE EQUIPMENT SHALL BE RELISTED BY A SUITABLE
NRTL.
7.UNDERGROUND CONDUCTORS & CABLES TO BE INSTALLED IN CONDUIT
UON.
8.ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO
BOXES AS REQUIRED BY NRTL LISTING.
9.REFER TO MANUFACTURER'S CURRENT PLANNING AND INSTALLATION
MANUAL FOR TORQUE SPECS FOR ALL BOLTS AND TERMINAL
CONNECTIONS.
10.ALL CONDUCTOR TERMINATIONS ON BUSSING OR TRANSFORMER SPADES
SHALL BE MADE WITH HIGH-PRESS CRIMP LUGS UON.
11.ALL TERMINATIONS OF ALUMINUM CONDUCTORS SHALL BE PROPERLY
INSTALLED WITH BEST PRACTICES INCLUDING BUT NOT LIMITED TO:
·USE OF TERMINATION EQUIPMENT RATED FOR ALUMINUM AT THE
CONDUCTOR TEMPERATURE, CURRENT, AND VOLTAGE
·ALLOWANCE FOR MOVEMENT DUE TO THERMAL
EXPANSION/CONTRACTION
·PROPER COATING OF EXPOSED ALUMINUM WITH ANTI-OXIDIZATION
COMPOUND
·USE OF CALIBRATED DEVICES TO TORQUE AND MARK TERMINALS TO
REQUIRED SETTINGS
12.DUCT SEAL COMPOUND SHALL BE APPLIED WHEREVER CONDUITS
TRANSITION INDOOR/OUTDOOR OR UNDERGROUND/ABOVEGROUND. REFER
TO EQUIPMENT NOTES FOR ADDITIONAL DUCT SEAL REQUIREMENTS.
13.BELL ENDS SHALL BE INSTALLED WHEREVER CONDUIT ENTERS EQUIPMENT
FROM UNDERGROUND AND WHEREVER POTENTIAL FOR DAMAGE TO
CONDUCTORS IS PRESENT AT ANY POINT. BELL ENDS SHALL NOT PREVENT
THE USE OF GROUNDING FITTINGS OR COUPLERS WHEN REQUIRED.
14.ALL STUB-UPS WITHIN FLOOR-MOUNTED EQUIPMENT SHALL BE 3-5" ABOVE
FINISHED GRADE.
15.ALL CONDUITS EXPOSED TO VEHICULAR OR EQUIVALENT PHYSICAL
DAMAGE SHALL BE RIGID GALVANIZED STEEL.
16.GROUND LUGS SHALL BE RATED FOR THEIR ENVIRONMENT AND CONDITION
OF USE.
ELECTRICAL NOTES
SITE LEGEND
(EXISTING OBJECTS)UTILITY SOUTHERN CALIFORNIA EDISON
CATEGORY ITEMS TESLA UTILITY
PRIMARY
PRIMARY TRENCHING X
INSTALL PRIMARY CONDUIT X
INSTALL PULL ROPE X
INSTALL PRIMARY FEEDERS X
PROVIDE PRIMARY FEEDERS X
PROVIDE ROAD CUTS / ROAD
BORES X
PAVEMENT REPLACEMENT X
TRANSFORMER
INSTALL TRANSFORMER PAD X
PROVIDE TRANSFORMER X
INSTALL TRANSFORMER X
INSTALL CONNECTIONS - PRIMARY X
INSTALL CONNECTIONS - SECD X
SWITCHBOARD
PROVIDE METER X
INSTALL METER X
LAND SECONDARY FEEDERS X
SECONDARY
SECONDARY TRENCHING X
INSTALL SECONDARY CONDUIT X
INSTALL PULL ROPE X
INSTALL SECONDARY FEEDERS X
PROVIDE SECONDARY FEEDERS X
PROVIDE ROAD CUTS / ROAD
BORES X
PAVEMENT REPLACEMENT X
SCOPE OF WORK
UNDERGROUND
SANITARY LINE
CLEANOUT
GREASE TRAP
FIRE HYDRANT
IRRIGATION CONTROL
VALVE
LIGHT POLE
UTILITY POLE
HANDICAP PARKING
SIGN
DECIDUOUS TREE
PALM TREE
SS
UNDERGROUND
ELECTRIC LINEUE
OVERHEAD ELECTRIC
LINEOE
17. THE GROUND-FAULT PROTECTION SYSTEM SHALL BE PERFORMANCE
TESTED WHEN FIRST INSTALLED ON SITE. THIS TESTING SHALL BE
CONDUCTED BY A QUALIFIED PERSON(S) USING A TEST PROCESS OF
PRIMARY CURRENT INJECTION, IN ACCORDANCE WITH INSTRUCTIONS THAT
SHALL BE PROVIDED WITH THE EQUIPMENT, A WRITTEN RECORD OF THIS
TESTING SHALL BE MADE BE AVAILABLE TO THE AUTHORITY HAVING
JURISDICTION.
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
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6
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25
2
5
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O
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T
H
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A
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A
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NOTES
G-002
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A
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16
S
U
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R
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A
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E
R
S
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
(E) 90' R.O.W.
DEDICATION
(E) 20' BUILDING
SETBACK
(E) 6' ELECTRIC
EASEMENT
(E) PROPERTY LINE
(E) 15' BUILDING
SETBACK
-
E-101
(E) BUILDING
(E) PARKING
STRIPING, TYP
(E) BUILDING OUTLINE
(E) LANDSCAPE
(E) CONCRETE GUTTER
(E) 7'-5"
CONCRETE
WALKWAY
19'
(N) 24'-1"
DRIVE AISLE WIDTH
(E) 30'-6"
ENTRANCE/ EXIT WIDTH
(E) 31'-9"
ENTRANCE/ EXIT WIDTH
18'
27'-2"27'-3"
25'-6"
25'-7"25'-8"24'
24'-2"
OVERALL SITE PLAN
1/32" = 1'-0"
N
S
EW08'64'32'16'
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
DA
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.
RE
V
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I
O
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
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1
0
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2
6
A
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2
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03
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6
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M
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25
2
5
N
O
R
T
H
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A
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A
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E
N
U
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SA
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OVERALL SITE
PLAN
G-100
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A
16
S
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G
E
R
S
NO
R
T
H
G
R
A
N
D
A
V
E
N
U
E
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
(E) WHEELSTOP, TYP.
(E) CONCRETE WALKWAY, TYP.
(E) CONCRETE CURB, TYP.
(E) ASPHALT
(E) PILLAR, TYP.
(E) PARKING STRIPING, TYP.
(E) LIGHT POLE, TYP.
(E) PROPERTY LINE
(N) 25'-8"
DRIVE AISLE
WIDTH
(N) EV MINI REBOUNDING BOLLARD,
(TYP. 12), PER STRUCTURAL
(N) STANDARD ACCESSIBLE EV
CHARGE STALL, REF. G/A-501
(N) VAN ACCESSIBLE EV
CHARGE STALL, REF. G/A-501
(N) EV MINI REBOUNDING BOLLARD
MOUNTED ACCESSIBLE SIGN, REF. A/A-501
(N) CURB, REF. D/A-501
PROVIDE PAVING AS REQUIRED TO ACHIEVE 2%
MAX SLOPE ALL DIRECTIONS AT ACCESSIBLE EV
CHARGE STALLS AND ACCESS AISLE.
(N) 4'' THICK CONCRETE WALKWAY W/2%
MAX SLOPE ALL DIRECTIONS AT CHARGE
POST ACCESS AREAS, REF. C/A-501
(N) ACCESSIBLE EV STALL CHARGER POST
BASES MOUNTED FLUSH W/PAVING
(N) ACCESSIBLE ROUTE TO (E)
PEDESTRIAN ENTRANCE
(N) 4'' WIDE WHITE STRIPING WITH 4'' WIDE
WHITE CROSS STRIPING AT 36'' O.C.
PROVIDE CABLE HANDLE ACCESSIBILITY ATTACHMENT AT
ACCESSIBLE CHARGE POSTS, REF. I/A-501
(E) LANDSCAPE
5'12'9'
5'-2"
18'
TYP.
3'
4'
TYP.
2'-6"
TYP.
8'
(N) PAYMENT KIOSK, PER STRUCTURAL
(E) ACCESSIBLE ROUTE
30"X48" CLEAR FLOOR SPACE. OPERABLE
PART OF CHARGE POST AT 48" MAX. A.F.F
(N) TACTILE SURFACE TILE W/
TRUNCATED DOMES, REF. J/A-501
(E) BUILDING
(E) 180.69(E) 180.65
(E) 180.54
(E) 180.51
(E) 180.37
2'-6"
4'
EV CHARGE STALL SCHEDULE
EV CHARGE STALLS
PROPOSED 16
ADA EV
STALL TYPE
CAR VAN AMBULATORY
STALLS
REQUIRED
1 1 0
STALLS
PROPOSED
1 1 0
BASED ON CBC TABLE 11B-228.3.2.1
N
S
EWACCESSIBLE PARKING PLAN
3/16" = 1'-0"
SITE LEGEND
CODE COMPLIANCE:
ALL WORK SHALL BE INSTALLED IN
COMPLIANCE WITH CALIFORNIA BUILDING
CODE. APPLICABLE CODE ARE AS STATED.
ACCESSIBLE STALLS
STANDARD: 11B-812.6.2
VAN: 11B-812.6.1
AMBULATORY:11B-812.6.3
ACCESS AISLE:11B-812.7
ACCESSIBLE ROUTE: 11B-812.5
ISA SIGNAGE:11B-812.8
ADA SURFACE MARKINGS:11B-812.9
PER CALIFORNIA ASSEMBLY BILL AB-970:
IF AN ELECTRIC VEHICLE CHARGING
STATION AND ANY ASSOCIATED
EQUIPMENT INTERFERE WITH, REDUCE,
ELIMINATE, OR IN ANY WAY IMPACT THE
REQUIRED PARKING SPACES FOR
EXISTING USES, THE CITY, COUNTY, OR
CITY AND COUNTY SHALL REDUCE THE
NUMBER OF REQUIRED PARKING SPACES
FOR THE EXISTING USES BY THE AMOUNT
NECESSARY TO ACCOMODATE THE
ELECTRIC VEHICLE CHARGING STATION
AND ANY ASSOCIATED EQUIPMENT.
ACCESSIBLE CHARGE POST
POINT-OF-SALE DEVICE NOTES:
P.O.S DEVICE COMPLIES WITH CBC
11B-707.7.2
- THE CHARACTERS DISPLAYED ON THE
SCREEN SHALL BE SANS SERIF FONT.
CHARACTERS SHALL BE 3/16 INCH HIGH
MINIMUM BASED ON THE UPPERCASE
LETTER "I". CHARACTERS SHALL
CONTRAST WITH THEIR BACKGROUND
WITH EITHER LIGHT CHARACTERS ON A
DARK BACKGROUND OR DARK
CHARACTERS ON A LIGHT BACKGROUND.
P.O.S. DEVICE COMPLIES WITH CBC
11B-707.9.1.2
THE P.O.S. IS RADIO-FREQUENCY
IDENTIFICATION(RFID) DEVICE ENABLED
WITH TAP-TO-PAY FUNCTIONALITY
NOTES
0 1'12'8'4'
SPOT ELEVATION
EXISTING ELEVATION(E) XX.XX
(N) ACCESSIBLE ROUTE
(N) SUPERCHARGER POST
(N) FIXED BOLLARD
(N) CONCRETE CURB
(N) EV MINI REBOUNDING
BOLLARD SIGN
(N) CONCRETE PAVING
(N) UTILITY BOLLARD
(N) POLE-MOUNTED LIGHT
FIXTURE
(N) EV MINI REBOUNDING
BOLLARD
(N) FULL DEPTH ASPHALT
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
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0
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25
2
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O
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E
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U
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SA
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ACCESSIBLE
PARKING
PLAN
A-301
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:56 PM
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A
16
S
U
P
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R
C
H
A
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G
E
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S
NO
R
T
H
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R
A
N
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E
N
U
E
B
B
B
B
B
B
04/21/2026
MOUNTING OPTIONS:
1.SIGN CAN BE INSTALLED ON WALL USING ANCHOR
SYSTEM MATCHING WALL TYPE.
2.SIGN CAN BE POLE MOUNTED PER
SPECIFICATIONS IN POST MOUNTED SIGN DETAILS.
SIGN MATERIAL: ALUMINUM
A501.1617 TESLA EV STALL PARKING SIGN - VAN ACCESSIBLE RA
TESLA EV STALL PARKING SIGN - VAN ACCESSIBLE
NTS
12"12"12"12"12"12"12"
18"
1/2" RADIUS SIGN
CORNER
WHITE SYMBOL
WHITE TEXT
VAN
ACCESSIBLE
DESIGNED FOR
DISABILITY ACCESS -
USE LAST
WHITE TEXT
6"
SOLID FEDERAL BLUE
#15090 IN FED
STANDARD 595C
BACKGROUND PAINT
60" MIN
A.F.F.
SIGN TO HAVE
REFLECTIVE FINISH
B
A501.1603 BOLLARD MOUNTED ACCESSIBLE EV SIGN DETAIL RB
EV MINI REBOUNDING BOLLARD MOUNTED EV SIGN
NTS
REBOUNDING BOLLARD
PRE-ASSEMBLED WITH
PRE-CAST SUPERCHARGER
FOUNDATION, PER
STRUCTURAL
3'
NOTE: SIGNAGE MUST BE
PLACED WITHIN THE
PROJECTED HEAD END OF THE
PARKING SPACE
IN CALIFORNIA, ISA SIGNAGE
PER CBC 11B-812.8
80
"
M
I
N
.
T
O
B
O
T
T
O
M
O
F
AN
Y
S
I
G
N
F
R
E
E
S
T
A
N
D
I
N
G
IN
C
I
R
C
U
L
A
T
I
O
N
P
A
T
H
S
72
"
T
Y
P
.
-
N
O
T
L
O
C
A
T
E
D
I
N
C
I
R
C
U
L
A
T
I
O
N
P
A
T
H
S
BOLTED OR
WELDED CAP
ACCESSIBLE SIGN &
DESIGNED FOR DISABLED
ACCESS - USE LAST SIGN
PER PLAN & PER B
EV PARKING SIGN, IF
REQUIRED PER PLAN
18"
12"
2" X 2" SQUARE POWDER
COATED GRAY HSS TUBE
SIGN POST, ONLY
REQUIRED WHEN SIGNS
ARE REQUIRED
EPOXY BEAD BETWEEN
POST & SIGN
3/8" DIA. ALUMINUM
SECURITY PIN BOLT
RIVET W/ 3/4" DIA. DOME
HEAD FLANGE & .330"
GRIP LENGTH
A
4" WHITE
BORDER AT
AISLE AND
PARKING,
TYP.
18'
MIN
EV CHARGING
ONLY
VAN ACCESSIBLE
12' MIN
CODE COMPLIANCE:
STALL SPECIFICATIONS PER CBC 11B-812.6
SURFACE MARKINGS PER CBC 11B-812.9
ACCESS AISLE PER CBC11B-812.7
A501.1612 EV CHARGE ACCESSIBLE STALLS - VAN & STANDARD RA
NO
PARKING
5' MIN
36"
MAX
NTS
EV CHARGING
ONLY
STD ACCESSIBLE
9' MIN
4" WHITE 45° LINES AT 36"
O.C. MAX. TYP. MATCH
EXISTING ANGLE
ORIENTATION WHERE
APPLICABLE
SIGN PER
PLAN, TYP.
NOTES:
MAX.SLOPE 1:48 AT STALL AND AISLE IN ALL DIRECTIONS,TYP.
ALL DIMS ARE TO CENTERLINE OF STRIPING
WHITE LETTERING 12" MIN
HEIGHT, TYP.
ACCESSIBLE EV CHARGE STALLS
VAN & STANDARD - CBCG
I
48" MAX. TO TOP
OF LOOP HANDLE
ATTACHMENT
A501.1639 V4 LOOP HANDLE ACCESSIBILITY DETAIL
V4 LOOP HANDLE ACCESSIBILITY DETAIL
NTS
FINISHED GRADE
V4 TESLA
SUPERCHARGER
POST
(N) LOOP HANDLE
ATTACHMENT
OPERABLE PART
A501.1633 WALKWAY PAVEMENT DETAIL RB
WALKWAY PAVEMENT DETAIL
NTS
4" MIN. THICK
CONCRETE W/ 6x6
WWF-W1.4/1.4 @ MID
SLAB
PER PLAN
COMPACTED
SUBGRADE
4" MIN. AGGREGATE
SUBBASE COMPACT TO
95% STANDARD
PROCTOR DENSITY
1/2"
FLUSH LEVEL CONNECTION
@NEW OR EXISTING PAVED
SURFACES
1/2"
@TURF
NOTES:
1.EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK
ABUTS CONCRETE DRIVEWAYS, CURB, OR OTHER
ADJACENT STRUCTURES.
2.1/2" BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT
EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE
FULL DEPTH OF THE CONCRETE.
3.1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT
INTERVALS OF APPROXIMATELY 15' OR AT A SPACING
THAT MATCHES THE ADJACENT CURB.
4.FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH
A TOOL HAVING A 1/4" RADIUS.
5.SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE
SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR
MATCH SCORED JOINTS OF ADJACENT CURB.
6.CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT,
STEEL TROWEL AND BROOMED WITH FINE BRUSH IN A
TRANSVERSE DIRECTION.
7.1/4" DEEP SCORED JOINTS (TYP) SHALL BE SPACED AT 6'
OR EQUAL TO SIDEWALK WIDTH.
8.60' MAX SPACING BETWEEN EXPANSION JOINTS.
C
SEAL WITH
EMULSIFIED
ASPHALT
ASPHALT
PAVEMENT SECTION
TO MATCH EXISTING
TACK
COAT
PRIME COAT
3"
ORIGINAL SAW CUT FOR
DEMOLITION
6"
3"
NEW PAVEMENT EXISTING PAVEMENT
SAW CUT EXISTING
PAVEMENT TO DEPTH
OF NEW SURFACE
COURSE PRIOR TO
FINISH PAVING
COMPACTED
SUBGRADE
COMPACTED
GRADED
AGGREGATE
BASE
A501.1600 NEW AND EXISTING ASPHALT PAVEMENT JOINT DETAIL RA
NEW/EXISTING ASPHALT PAVEMENT JOINT DETAIL
NTSF
NOTE:
1. ASPHALT PAVEMENT SECTION DESIGN AND CONSTRUCTION
SHALL COMPLY WITH THE INFORMATION PRESENTED IN THE
AVAILABLE GEOTECHNICAL EVALUATION REPORT, OR MATCH
EXISTING PAVEMENT SECTION.
2. MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE
CALTRANS STANDARD SPECIFICATIONS, LATEST VERSION;
SECTION 39, HOT MIX ASPHALT(HMA).
3. PRIME COAT SHALL BE APPLIED TO ALL SUBBASE SURFACES
PRIOR TO PLACING ASPHALT PAVEMENT.
4. TACK COAT SHALL BE APPLIED TO ALL ABUTTING ASPHALT
PAVEMENT AND CONC. PAVEMENT SURFACES, PRIOR TO
PLACING ASPHALT PAVEMENT.
COMPACTED GRADED
AGGREGATE BASE
HMA SURFACE COURSE
HMA BASE COURSE
COMPACTED SUBGRADE
PRIME COAT
A501.1613 ASPHALT PAVEMENT SECTION RA
ASPHALT PAVEMENT SECTION DETAIL
NTS
TACK COAT
E
A501.1607 CONCRETE CURB DETAIL RA
HEADER CURB
NTS
6"
14"
1/2" AT TURF,
2" AT PLANTER
6"
STEEL TROWEL FINISH CONC. CURB W/ 1/2" ROUNDED EDGES
(PROVIDE EXPANSION JOINT AT 45'-0" O.C. MAX. - TOOLED
JOINTS AT 15'-0" O.C. MAX.)
FOR CONCRETE PAVING ALIGN JOINTS WITH CONCRETE
PAVING JOINTS.
6" MIN. COMPACTED
GRADED AGGREGATE BASE10"6"6"
6"
NOTE: CONTRACTOR SHALL ASSESS EXISTING CURB AND INSTALL PROPOSED
CURB TO MATCH AHJ STANDARDS IF ANY
D
TOP VIEW
BOTTOM VIEW
CONCRETE SURFACES: ANCHOR WITH (4)
MANUFACTURER PROVIDED CONCRETE ANCHORS
LANDSCAPE AREAS: ANCHOR WITH (4) MIN. 12"
LONG J-HOOK REBAR ANCHORS
3'-6"
NTS
2'-4"
Ø0.5"
ANCHOR
HOLE
(TYP.)
11"
8.73"
S501.1642 TRASH BIN DETAIL RA
(E) CONCRETE
SLAB OR
LANDSCAPE
FRONT
VIEW
TRASH & RECYCLING BIN DETAIL
NOTE:
TRASH & RECYCLING BINS TO BE PROVIDED
BY TESLA
RECYCLE
ONLY USE BLUE BIN W/
"RECYCLE" TEXT &
SYMBOLS IN
LOCATIONS INDICATED
ON SITE PLAN (IF ANY)
H A
NOTE: TACTILE WARNING SURFACE TILE WITH
TRUNCATED DOMES AND BEVELED EDGES,
CONFORMING TO ADA & CBC REQUIREMENTS.
COLOR YELLOW AND APPROXIMATE 33538 OF
SAE AMSSTD-595A. SURFACE APPLIED TO (E)
PAVING WITH ADHESIVE, PERIMETER FASTENERS,
AND CAULK PER MANUFACTURERS
INSTRUCTIONS.
2.3"-2.4"
2.3"-2.4"
.9"-.92"
.45"
-
.47"
.2" .135"
12
CROSS SECTION, TYP.
TILE JOINT FLUSH
TRANSITION
2.3"-2.4"
A501.1601 TRUNCATED DOMES DETAIL RA
TACTILE SURFACE TILE W/ TRUNCATED DOMES
NTS
-
-
.65" MIN
J
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
DA
T
E
NO
.
RE
V
I
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I
O
N
ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
.
1
0
.
2
6
A
20
2
5
C
O
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&
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03
.
2
3
.
2
6
B
BU
I
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D
I
N
G
D
E
P
A
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T
M
E
N
T
C
O
M
M
E
N
T
25
2
5
N
O
R
T
H
G
R
A
N
D
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
92
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DETAILS
A-501
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:56 PM
JB-9275533-00
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04/21/2026
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
(N) SUPERCHARGER CABINET,
(TYP. 2), REF. B/S-501
(N) SUPERCHARGER CABINET
CAST IN PLACEPAD, REF. A/S-501
(N) SUPERCHARGER
SWITCHBOARD, REF. E/S-501
(N) SUPERCHARGER SWITCHBOARD
CAST IN PLACE PAD, REF. A/S-501
(N) LIGHT POLE FOUNDATION, REF. C/S-501
(N) ACCESS POINT MOUNTED ON
LIGHT POLE, REF. C/S-501
(N) UTILITY BOLLARD, (TYP. 6),
PER UTILITY DESIGN
(N) EV MINI REBOUNDING
BOLLARD, (TYP. 12), REF. S-502
(N) TRANSFORMER PAD,
PER UTILITY DESIGN
(N) RECYCLE/ TRASH BIN, PER
ARCHITECTURAL
(N) PRE-ASSEMBLED SUPERCHARGER UNIT -
(1) V4 CABINET, (8) POSTS & (1) ENCLOSED
CIRCUIT BREAKER, REF. A/S-502
5'12'9'9'
TYP.
18'
TYP.
4'-7"
1"
4'-10"
5'
TYP.
5'
TYP.
12'-2"
5'-7"
12'-2"
1'-9"
4'-6"
3'
13'-8"
5'-1"23'-10"
2'-2"
27'
4'
TYP.
3'
TYP.
(N) HOUSEKEEPING PAD
(N) SUPERCHARGER POST W/ PLP
FOUNDATION, (TYP. 2), REF. C/S-502
(N) SUPERCHARGER POST W/
CAST IN PLACE FOUNDATION,
(TYP. 6), REF. B/S-502
(N) PAYMENT KIOSK, REF. E/S-502
1'-6"
3'4'-7"
11'-2"
(N) FIXED BOLLARD, (TYP. 7), REF. F/S-501
2'
19'-11"
4'-2"5'-2"
INSTALL 10'X12' PRECAST SLAB
BOX FOR 3Ø PAD-MOUNTED
TRANSFORMER (UP TO 5,000
kVA) PER SOUTHERN
CALIFORNIA EDISON (SCE)
UNDERGROUND STRUCTURES
STANDARDS SS 535 (EFFECTIVE
DATE: 07-26-2019), REF. S-601.
TRANSFORMER INSTALLATION,
CONNECTION AND
ENERGIZATION ARE THE SOLE
RESPONSIBILITY OF SCE
(N) TACTILE SURFACE TILE W/ TRUNCATED
DOMES, PER ARCHITECTURAL
STRUCTURAL
DESIGN CRITERIA:
DESIGN CODE:
- 2025 CBC
DESIGN CRITERIA:
1. WIND DESIGN
- DESIGN WIND SPEED = 95 MPH
(ULTIMATE)
- RISK CATEGORY = II
- WIND EXPOSURE = C
2. SEISMIC DESIGN
- RISK CATEGORY = II
- SEISMIC IMPORTANCE FACTOR = 1.0
- SITE CLASS = D
- Ss = 1.51 / S1 = 0.5
- Sds = 1.19 / Sd1 = 0.8
- SEISMIC DESIGN CATEGORY = D
- BASIC SEISMIC-FORCE-RESISTING
SYSTEM = NON-STRUCTURAL
COMPONENT
- R_po = 1.5 / C_AR = 1.0
3. GEOTECHNICAL INFORMATION
- ALLOWABLE BEARING PRESSURE =
1,500 PSF USED FOR EQUIPMENT
FOUNDATION
4. SNOW LOAD
- GROUND SNOW LOAD = 0 PSF
ENLARGED STRUCTURAL SITE PLAN
3/16" = 1'-0"
N
S
EW
SITE LEGEND
0 1'12'8'4'
NOTES:
1. PAD EXTENTS AND FOOTING TO BE
CONFIRMED BY CONTRACTOR PRIOR TO
CONSTRUCTION.
2. SWITCHBOARD DIMENSIONS AND
ANCHOR LOCATIONS ARE LIABLE TO
CHANGE. CONTRACTOR TO VERIFY
AGAINST VENDOR FINAL SHOP
DRAWINGS.
3. UTILITY EQUIPMENT/FOUNDATION
DIMENSIONS AND LOCATIONS PER
UTILITY. CONTRACTOR TO VERIFY
AGAINST EXECUTED UTILITY DESIGN.
4. UTILITY BOLLARDS PER UTILITY
REQUIREMENTS. CONTRACTOR TO
VERIFY AND COORDINATE WITH UTILITY
ON LOCATION, QUANTITY, AND SPECS.
(N) SUPERCHARGER POST
(E) PROPERTY LINE
(N) FIXED BOLLARD
(N) CONCRETE CURB
(N) EV MINI REBOUNDING
BOLLARD SIGN
(N) CONCRETE PAVING
(N) UTILITY BOLLARD
(N) POLE-MOUNTED LIGHT
FIXTURE
(N) EV MINI REBOUNDING
BOLLARD
(N) FULL DEPTH ASPHALT
1"12"0
PROPRIETARY AND CONFIDENTIAL
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
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SITE PLAN
S-301
REV: B IFP
MHANNOUNPLOT DATE: 4/22/2026 11:39 AM
JB-9275533-00
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Yoo Jin
Kim
Digitally signed by
Yoo Jin Kim
Date: 2026.04.22
11:32:31 -07'00'
CONCRETE DESIGN
1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE ACI.
2. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL HAVE 2,500 PSI
STRENGTH AT 28 DAYS.
3. REINFORCED CONCRETE IN THE FOUNDATION SHALL BE OF NATURAL
AGGREGATE CONFORMING TO ASTM C-33.
4. TYPE I/II CEMENT TO MEET ASTM C150.
5. REINFORCING STEEL - ASTM A615 WITH THE FOLLOWING STRENGTHS:
SIZE STRENGTH:
#4 AND SMALLER GRADE 60 (fy = 60000 PSI)
#5 AND LARGER GRADE 60 (fy = 60000 PSI)
6. FABRICATE AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACI
PUBLICATION SP-66, ACI DETAILING MANUAL - LATEST EDITION.
7. PLACE CONCRETE IN COMPLIANCE WITH ACI 304. ALL CONCRETE SHALL
BE MECHANICALLY VIBRATED.
8. CONFORM TO ASTM C-94 FOR CONCRETE MIXING OPERATIONS.
9. CONCRETE COVER FOR REINFORCEMENT FOR NON-PRESTRESSED, CAST
IN PLACE CONCRETE SHALL BE AS FOLLOWS:
CONDITION COVER
CAST AGAINST EARTH 3"
EXPOSED TO WEATHER
#5 AND SMALLER 1-1/2"
#6 AND LARGER 2"
SLAB-ON-GRADE 2"
10.EMBEDS -ALL ITEMS TO BE CAST INTO CONCRETE SUCH AS REINFORCING
DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY
AND ACCURATELY POSITIONED INTO THE FORMS PRIOR TO PLACING THE
CONCRETE.
11. ALL CONCRETE EXPOSED TO THE WEATHER TO BE AIR ENTRAINED AND
SHALL CONFORM TO ASTM C-260.
12.PROVIDE CONTINUOUS REINFORCING BARS UNLESS WHERE SPLICES ARE
SPECIFICALLY SHOWN ON THE DRAWINGS.
13.CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING
CHLORIDE SALTS SHALL NOT BE ADDED TO THE CONCRETE.
FINISHED
GRADE
FOUNDATION AND
ANCHORAGE PER
EQUIPMENT PAD
DETAIL A.
S501.1453 SIMPLIFIED SWITCHBOARD DETAIL RA
SWITCHBOARD
NTS
(N) ANCHOR LOCATION,
(6) ANCHORS PER SECTION, TYP.
7'-7"
MAX
TYP
SWITCHBOARD CABINET DESIGN TO BE
VERIFIED AGAINST VENDOR DRAWINGS
2500 LBS MAX
PER CABINET
SECTION, TYP.
CONDUIT
WINDOW,
TYP.
29.75"
MIN.
E
C NTS
(4) #4 TIES @ 3"
SPACING O.C. AT TOP
OF PIER
(E) GRADE
2' MIN
12'
MAX.
(E) GRADE
(N) LIGHT POLE, FIELD
INSTALLED, DESIGNED
BY OTHERS (VERIFY
DIMENSIONS IN FIELD)
80 LBS MAX.
#4 REBAR TIES AT 6"
SPACING O.C.
POLE BASE PLATE DESIGNED BY
MANUFACTURER, INSTALLED BY
TESLA CONTRACTOR
4"
MAX.
33''
(8) #6 VERTICAL
REBAR EQUALLY
SPACED INSIDE TIES
3'
MAX
3" MIN
5'
MIN
LIGHT POLE FOUNDATION
MOTION AND
PHOTOCELL SENSOR
OPTIONAL
JUNIPER
ACCESS
POINT (4
LBS)
OPTIONAL CRADLEPOINT ANTENNA (2
LBS)25 LBS MAX FOR EACH
LIGHT FIXTURE, FIELD
INSTALLED, DESIGNED BY
MANUFACTURER, INSTALLED
BY TESLA CONTRACTOR
OPTIONAL
DOUBLE
HEADANCHOR BOLT
BY OTHERS
PER POLE
MANUFACTURER
SPECIFICATIONS
NTSS501.1433 PIPE BOLLARD DETAIL INSTALLATION DETAIL MASTER RA
FIXED BOLLARD DETAIL
(N) BOLLARD
NOTES
1. 4" STD MIN PAINTED STEEL PIPE
2. FILL PIPE WITH CONCRETE
3. 36" MIN EMBEDMENT IN CONCRETE FOOTING
4. 18" MIN DIA CONCRETE FOOTING
5. SET POST NOT LESS THAN 36" ABOVE GRADE
SLOPE TOP OF FOOTING
(WHERE NOT SURROUNDED BY
CONCRETE SLAB, OR WHERE IN
EQUIPMENT WORK CLEARANCES)
36" MIN
18" MIN4-1/2"
MIN
36" MIN
FREE DRAINING CRUSHED ROCK FILL
(MIN. 4-1/2")
3" MIN CLR
F
S501.1331 V3 SUPERCHARGER CABINET PLINTH DETAIL-ISO-ALL VIEWS RA
V4 SUPERCHARGER CABINET CIP FOUNDATION
3/4"=1'-0"
AC CONDUIT
(SWITCHBOARD
TO CABINET)
ETHERNET
CONDUIT
(ETHER-LOOP)
DC POST CONDUIT
(CABINET TO POST)
FOUNDATION AND
ANCHOR DESIGN PER
EQUIPMENT PAD DETAIL A.
CONTRACTOR TO OBTAIN CONDUIT WINDOW TEMPLATE PRIOR
TO COMMENCING CONSTRUCTION AND UTILIZE TEMPLATE WHEN
LAYING OUT CABINETS
FINISHED GRADE
TOP
VIEW
FRONT
VIEW
2420 LBS 2420 LBS
8 14"3'-2 18"
134"
258"
36" MIN.
3'-534"
CABINET ANCHORAGE
LOCATIONS, (TYP. 4)
2'-9"1078"
PROVIDE 3.75" MIN.
FROM ANCHORS TO
CONDUIT WINDOW AND
PAD EDGE
FRONT
4'-634"
3'-1058"
6'-334"
B
658"
2 14"
5258"
V4 CABINET CONDUIT WINDOW DETAIL
3/4" = 1' - 0"
658"
CABINET
ENCLOSURE
AC CONDUIT
WINDOW
4" AC CONDUIT
TYP.
DC CONDUIT
WINDOW4" DC CONDUIT
TYP.
SEE
STRUCTURAL
DETAIL FOR
ANCHOR
LOCATION
NOTES:
- DATUM LOCATED AT LEFT FRONT CORNER OF CABINET
ENCLOSURE AS ORIGIN TO LOCATE CONDUIT WINDOWS
- CONTRACTOR TO OBTAIN CONDUIT WINDOW TEMPLATE
BEFORE STARTING CONSTRUCTION; USE FOR CABINET LAYOUT.
1638"1778"16"17 12"
4034"
1.25"
COMMUNICATION
CONDUIT 4338"
HG
E F
DC
B
A
1.25" SPARE
CONDUIT
D
A S511.107 FLAT EQUIPMENT PAD & ANCHOR SECTION RX
EQUIPMENT PAD & ANCHOR SECTION (NO-SNOW)
NTS
3" MIN.
6" MAX.FINISHED
GRADE
12"
MIN.
6" MIN
EDGE DISTANCE*
10"
6" MIN.
#5 REBAR
CONTINUOUS
1/2" DIAMETER SS HILTI KB-TZ2 ANCHOR
SYSTEM WITH 3-1/4" MIN. EMBEDMENT INTO
(N) EQUIPMENT SLAB IN ACCORDANCE
WITH ESR-4266, OR APPROVED EQUAL.
10" SLAB WITH #5 @ 16" O.C. EACH
WAY AT CENTER OF SLAB
NOTE: MAX. CONTINUOUS SLAB
LENGTH SHOULD NOT EXCEED
50 FT W/O EXPANSION JOINT
6" MIN., 95% RELATIVE COMPACTED
CLASS 2 AGGREGATE BASE
IN ORDER TO MAINTAIN POSITIVE DRAINAGE,
TOP OF SLAB SHALL SLOPE BETWEEN 0.5%
AND 2% IN THE DOWNHILL DIRECTION.
* 3.75" MIN EDGE DISTANCE FOR
V4 CABINET PRODUCT ONLY
9"
6"
1"12"0
PROPRIETARY AND CONFIDENTIAL
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
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DETAILS
S-501
REV: B IFP
MHANNOUNPLOT DATE: 4/22/2026 11:39 AM
JB-9275533-00
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134"
2"
Yoo Jin
Kim
Digitally signed by
Yoo Jin Kim
Date: 2026.04.22
11:32:20 -07'00'
V4 POST PLP FOUNDATION - FLUSH W/ CONCRETE BEHIND
NTS
PLP FOUNDATION
BASE
11"
11"11"
6"
25"
CABLE OR
CONDUIT WINDOW
(E) NATIVE SOIL
C
(N) CONCRETE
(N) ASPHALT, REF
TO DETAIL E/A-501
(E) ASPHALT
PAVEMENT
(N) ASPHALT
JOINT, REF TO
DETAIL F/A-501
6" MIN DEPTH & 11" MIN WIDTH
ON ALL SIDES OF 95%
COMPACTED CLASS 2
AGGREGATE
11"
TOP VIEW BELOW
PAVEMENT
3'-2"
4'
ANGLED VIEW
CABLE OR
CONDUIT
WINDOW FOUNDATION
BASE
11"
FRONT VIEW SIDE VIEW
SEE SITE PLAN FOR EXTENTS
OF ASPHALT REQUIRED
(N) CONCRETE
6'-4 12"
2'-234"
V4 TESLA
SUPERCHARGER POST
WEIGHT: 198 LBS
TESLA SUPERCHARGER
HANDLE (MAX. 48"
HEIGHT FOR ACCESSIBLE
CHARGE POSTS)
NO OTHER EQUIPMENT OR FOUNDATION
TO BE IN GRAVEL OFFSET
PROVIDE 60% MIN. (16" FROM THE BOTTOM) FILL
INSIDE WITH COMPACTED CLASS 2 AGGREGATE
95% COMPACTED
CLASS 2 AGGREGATE
TRAFFIC-RATED
SMC LID
(4) 5/8" DIA A307 HDG THROUGH BOLT AND
WASHER
EV MINI BOLLARD USING (3) 3/8" DIA
A307 HDG THROUGH BOLT
V4 SUPERCHARGER POST CAST-IN-PLACE FOUNDATION
NTSS501.1369 CIP SINGLE POST FOUNDATION RA
334"
334"
2'-234"
NATIVE
SOIL
(2) #5
CONTINUOUS
REBAR AT T&B
(N) CIP PAD FLUSH
WITH (E) PAVEMENT
NATIVE SOIL
(E) GRADE @ ACCESSIBLE
EV CHARGE POSTS
BOLLARD
W/OPTIONAL
SIGN ANCHORS
OPTIONAL EV MINI
REBOUNDIN BOLLARD
6"
1'-6"
V4
SUPERCHARGER
POST (REAR
VIEW)
9'
2'
FRONT VIEW SIDE VIEW
TOP
VIEW
30°
6"
1'-6"
6" MIN. COMPACTED
CLASS 2 AGGREGATE
BASE
(3) 1/2" DIA SS HILTI
KWIK-BOLT TZ2 WITH
2.5" MIN EMBEDMENT
AND MIN 4.5" FROM
EDGE OF PAD
V4 TESLA
SUPERCHARGER POST
WEIGHT: 198 LBS
TESLA SUPERCHARGER
HANDLE (MAX. 48" HEIGHT FOR
ACCESSIBLE CHARGE POSTS)
(N) V4 TESLA SUPERCHARGER POST
#4 @ 12" O.C.
V4 SERCHARGER POST
(FRONT VIEW)
(4) 1/2" DIA SS HILTI KWIK-BOLT TZ2 WITH
3.75" MIN. EMBEDMENT PER ESR-4266,
OR (4) 1/2" DIA SS THREADED ROD WITH
HILTI HIT-HY 200 V3 ADHESIVE ANCHOR
SYSTEM WITH 4" EMBEDMENT PER
ESR-4868, OR APPROVED EQUAL.
9'
1'
2'
5 12"4" MIN.
6'-4 12"
3'-6"2'3'-6"
B
TOP
9'
2"
11'-5"
6'-2 14"14'-10'' TYP.
A
SIDE
S501.1460 V4 PSU FU - FISHBONE - METAL FOUNDATION DETAIL RA
FRONT
6'-31316"
10"6"
MIN.
FINISHED
GRADE
FINISHED
GRADE
NTS
V4 PRE-ASSEMBLED SUPERCHARGER FOLDING UNIT FISHBONE METAL DETAIL
D
-
4'
MIN.
SEE CUTSHEETS FOR ADDITIONAL INFORMATION.
APPROXIMATE COMPONENT WEIGHTS:
CABINET = 2,420 LBS
POST = 198 LBS (EACH)
LIGHT POLE + WIFI = 150 LBS MAX (EACH)
METAL SKID = 6,700 LBS
TOTAL UNIT WEIGHT: 11,004 LBS
- SUPERCHARGER CABINET, CHARGEPOSTS, AND LIGHT POLES
ARE ANCHORED WITH (4) 5/8'' DIAM. A325 GALV. THRU BOLTS INTO
STRUCTURAL FRAMING OF METAL SKID.
12'
MAX
OPTIONAL
WIFI SUPERKIT
LIGHT POLE FIELD INSTALLED,
DESIGNED BY OTHERS
TOP OF PSU FLUSH WITH ADJACENT
GRADE. POSITIVE DRAINAGE IN ALL
DIRECTIONS REQUIRED.
SEE GRADING PLAN.EV MINI
REBOUNDING
BOLLARD, TYP.
OFFSET
BOLLARD, TYP.
V4 SUPERCHARGER
CABINET
CABINET SECTION
OF METAL SKID
6" MIN 95% RELATIVE COMPACTED CLASS
2 AGGREGATE BASE. METAL SKID SHALL
MAINTAIN A CROSS SLOPE OF 1-2% AND A
LONGITUDINAL SLOPE OF 0-5%
METAL SKID
NATIVE SOIL
SUPERCHARGER
HANDLE
(2) OPTIONAL TRASH/RECYCLE BIN,
WITH (4) 0.5" DIAM. THRU BOLTS TO
SKID TOP PLATE
V4 SUPERCHARGER POST,
TYP. 8
D PSU WITH NO BALLASTING
NTS
NOTE:
NO BALLAST IS REQUIRED FOR DESIGN WIND SPEED (3 SEC. GUST) 113 MPH
MAX. FOR SKID WITH LIGHT POLES AND 117 MPH FOR SKID WITHOUT LIGHT
POLES & DESIGN SEISMIC ACCELERATION, Sds = 2.5 MAX.
WING AND FOLDING
SECTIONS OF METAL SKID
WIREWAY
OPENING,
TYP.
S501.1414 V4 PSU FU - METAL FOUNDATION BALLASTING RA
E
560009
PAYMENT KIOSK PLP FOUNDATION
NTS
SIDE VIEWFRONT VIEW
25"
18"
11"11"
25"
6"
11"
11"
18"
11"
6" MIN DEPTH & 11" MIN WIDTH
ON ALL SIDES OF 95%
COMPACTED CLASS 2
AGGREGATE
(E) NATIVE SOIL
(4) 3/8" DIA GALVANIZED
THROUGH BOLT.
CONDUIT WINDOW
PROVIDE 60% MIN. (16" FROM THE BOTTOM) FILL
INSIDE WITH COMPACTED CLASS 2 AGGREGATE
(N) CONCRETE
PAVEMENT, REF
WALKWAY PAVEMENT
DETAIL
TOP VIEW BELOW
PAVEMENT
ANGLED VIEW
CONDUIT
WINDOW
FOUNDATION
BASE
TRAFFIC-RATED
SMC LID
95% COMPACTED CLASS 2
AGGREGATEGRAVEL
BELOW PAVEMENT
18"18"11"
(N) CONCRETE
PAVEMENT, REF
WALKWAY
PAVEMENT DETAIL
(E) NATIVE SOIL
PLP FOUNDATION BASE6"
3'-5"3'-4"
(N) TESLA
PAYMENT KIOSK
PAYMENT DEVICE (MAX. 48"
HEIGHT FOR ACCESSIBLE
CHARGE POSTS)
6.8"
TESLA KIOSK WEIGHT : 31LBS
(N) INSET SIGNAGE
3.68"
AC/DC CONDUIT WINDOWS IN PSU TO MATCH
(OR EXCEED) CABINET'S, REF. CABINET DETAIL
DC AC
1"12"0
PROPRIETARY AND CONFIDENTIAL
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
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STRUCTURAL
DETAILS
S-502
REV: B IFP
MHANNOUNPLOT DATE: 4/22/2026 11:39 AM
JB-9275533-00
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Yoo Jin Kim
Digitally signed by Yoo
Jin Kim
Date: 2026.04.22
11:32:11 -07'00'
1"12"0
PROPRIETARY AND CONFIDENTIAL
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
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REV: B IFP
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9047
LICENSED L A N D SURVEYOR
STATE OF C A L IFORNIA
MICHAEL E DAUST
RE
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
TESLA SUPERCHARGER SANTA ANA, CA - 2525 NORTH GRAND AVENUE
16 SUPERCHARGERS
APN: 396-361-05
PROJECT TEAM
ELECTRICAL ENGINEER OF RECORD:
ALEX SHORTS
10430 SHADY TRAIL #108
DALLAS, TX, 75220
(805) 663-3810
ASHORTS@CRAFTINGEDEN.COM
APPLICABLE CODES
2025 CALIFORNIA BUILDING CODE
2025 CALIFORNIA ELECTRICAL CODE
2025 CALIFORNIA FIRE CODE
2025 CALIFORNIA ENERGY CODE
SHEET INDEXDESIGN CRITERIA
TRT: 458525
SYSTEM SUMMARY
SUPERCHARGER SYSTEM
SUMMARY
EQUIPMENT QTY
V4 SUPERCHARGER CABINETS
(NON-PSU)1
V4 SUPERCHARGER POSTS
(NON-PSU)8
V4 PSU FU (PRE-ASSEMBLED
SUPERCHARGER UNIT)1
UTILITY TRANSFORMER 1
SWITCHBOARD 1
LIGHT POLES 3
N
S
EW
AC ALTERNATING CURRENT
ADA AMERICANS WITH DISABILITIES
ACT
AFF ABOVE FINISH FLOOR
BLDG BUILDING
CLR CLEAR
COMM COMMUNICATION
CONC CONCRETE
DC DIRECT CURRENT
DIA DIAMETER
DIST DISTANCE
(E)EXISTING
EA.EACH
EGC EQUIPMENT GROUNDING
CONDUCTOR
EMT ELECTRICAL METALLIC TUBING
EQ EQUAL
ERMS ENERGY REDUCTION
MAINTENANCE SETTINGS
ESS ENERGY STORAGE SYSTEM
EV ELECTRIC VEHICLE
GAB GRADED AGGREGATE BASE
GALV GALVANIZED
GEC GROUNDING ELECTRODE
CONDUCTOR
GFP GROUND FAULT PROTECTOR
GND GROUND
HVAC HEATING, VENTILATION, & AIR
CONDITIONING
I CURRENT
IMP CURRENT AT MAX POWER
INV INVERTER
ISC SHORT CIRCUIT CURRENT
KVA KILOVOLT AMPERE
KW KILOWATT
KWH KILOWATT-HOUR
LOS LINE OF SIGHT
LSIG LONG TIME, SHORT TIME,
INSTANTANEOUS GROUND
LV LOW-VOLTAGE
LVDC LOW VOLTAGE DIRECT
CURRENT
MAX MAXIMUM
MIN MINIMUM
MV MEDIUM-VOLTAGE
(N)NEW
NEC NATIONAL ELECTRIC CODE
NIC NOT IN CONTRACT
NRTL NATIONALLY-RECOGNIZED
TESTING LABORATORY
NTS NOT TO SCALE
OC ON CENTER
PCC POINT OF COMMON COUPLING
PL PROPERTY LINES
PLC POWER LINE COMMUNICATION
POE POWER OVER ETHERNET
PP POWERPACK
PSU PRE-ASSEMBLED
SUPERCHARGER UNIT
PV PHOTOVOLTAIC
PVC POLYVINYL CHLORIDE
RSD RAPID SHUTDOWN
SCCR SHORT CIRCUIT CURRENT
RATING
SCH SCHEDULE
SQ. IN.SQUARE INCHES
SS STAINLESS STEEL
SSBJ SUPPLY SIDE BONDING JUMPER
SSD SEE STRUCTURAL DRAWINGS
STC STANDARD TESTING
CONDITIONS
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VIF VERIFY IN FIELD
W WATT
ABBREVIATIONS PROJECT SCOPE
1.WIND DESIGN
-DESIGN WIND SPEED = 95 MPH
-RISK CATEGORY = II
-WIND EXPOSURE = C
2.SEISMIC DESIGN
-RISK CATEGORY = II
-SEISMIC IMPORTANCE FACTOR = 1.0
-SITE CLASS = D
-Ss = 1.51 / S1 = 0.5
-Sds = 1.19 / Sd1 = 0.8
-SEISMIC DESIGN CATEGORY = D
-BASIC SEISMIC-FORCE-RESISTING
SYSTEM = NON-STRUCTURAL
COMPONENT
-R_po = 1.5 / C_AR = 1.0
3.GROUND SNOW LOAD = 0 PSF
SITE LAYOUT AERIAL MAP
REFERENCED DOCUMENTS
TOPOGRAPHIC SURVEY
UTILITY DESIGN
STRUCTURAL ENGINEER OF RECORD:
YOO JIN KIM
TESLA, INC.
129 GERBERA STREET,
DANVILLE, CA 94506
M:(949)285-6177
YOKIM@TESLA.COM
CIVIL ENGINEER OF RECORD:
MICHAEL P. HENDERSON
TESLA, INC.
3500 DEER CREEK RD,
PALO ALTO, CA 94304
M:(678) 687-1976
MIHENDERSON@TESLA.COM
INSTALLATION OF SUPERCHARGERS
AND NEW FU PSU (PRE-ASSEMBLED
SUPERCHARGER UNIT), ASSOCIATED
AC AND DC EQUIPMENT.
INSTALLATION OF PRECAST,
PRE-FABRICATED & CONCRETE
EQUIPMENT PADS AND WALKWAYS.
INSTALLATION OF NEW PARKING
STRIPING, SIGNAGE AND ADA ACCESS
FEATURES.
ASPHALT OVERLAY FOR PROPOSED EV
ADA STALLS.
INSTALLATION OF NEW LED LIGHTING.
PROJECT DESIGNER:
MUSTAFA HANNOUN
TESLA, INC.
1 TESLA RD.,
AUSTIN, TX 78725
(972) 369-4534
MHANNOUN@TESLA.COM
ALL EXISTING AND PROPOSED LOCATIONS
ARE BASED OFF THE SURVEYOR'S
ESTABLISHED BENCHMARK AND
CONTROL.
IMPORTANT NOTE:
PARKING STALL SCHEDULLE
EXISTING STANDARD STALLS
UTILIZED AS A RESULT OF THIS
PROJECT
21
PROPOSED TESLA STALLS 16
PROPOSED STANDARD STALLS 0
AB1100 EV VAN CREDIT 1
NET STALL COUNT -4
EV CHARGE STALLS
PROPOSED 16
ADA EV
STALL TYPE
CAR VAN AMBULATORY
STALLS
REQUIRED
1 1 0
STALLS
PROPOSED
1 1 0
BASED ON CBC TABLE 11B-228.3.2.1
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
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.
RE
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I
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
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6
A
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2
5
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COVER PAGE
G-001
REV: B IFP
MHANNOUNPLOT DATE: 4/22/2026 11:31 AM
JB-9275533-00
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SHEET #SHEET TITLE
G-001 COVER PAGE
G-002 NOTES
G-100 OVERALL SITE PLAN
G-101 DEMOLITION PLAN
E-101 ELECTRICAL SITE PLAN
E-201 SINGLE LINE DIAGRAM
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-601 UTILITY DESIGN PLAN
E-701 TITLE 24
A-301 ACCESSIBLE PARKING PLAN
B
BB
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
TESLA SUPERCHARGER SANTA ANA, CA - 2525 NORTH GRAND AVENUE
16 SUPERCHARGERS
APN: 396-361-05
PROJECT TEAM
ELECTRICAL ENGINEER OF RECORD:
ALEX SHORTS
10430 SHADY TRAIL #108
DALLAS, TX, 75220
(805) 663-3810
ASHORTS@CRAFTINGEDEN.COM
APPLICABLE CODES
2025 CALIFORNIA BUILDING CODE
2025 CALIFORNIA ELECTRICAL CODE
2025 CALIFORNIA FIRE CODE
2025 CALIFORNIA ENERGY CODE
SHEET INDEXDESIGN CRITERIA
TRT: 458525
SYSTEM SUMMARY
SUPERCHARGER SYSTEM
SUMMARY
EQUIPMENT QTY
V4 SUPERCHARGER CABINETS
(NON-PSU)1
V4 SUPERCHARGER POSTS
(NON-PSU)8
V4 PSU FU (PRE-ASSEMBLED
SUPERCHARGER UNIT)1
UTILITY TRANSFORMER 1
SWITCHBOARD 1
LIGHT POLES 3
N
S
EW
AC ALTERNATING CURRENT
ADA AMERICANS WITH DISABILITIES
ACT
AFF ABOVE FINISH FLOOR
BLDG BUILDING
CLR CLEAR
COMM COMMUNICATION
CONC CONCRETE
DC DIRECT CURRENT
DIA DIAMETER
DIST DISTANCE
(E)EXISTING
EA.EACH
EGC EQUIPMENT GROUNDING
CONDUCTOR
EMT ELECTRICAL METALLIC TUBING
EQ EQUAL
ERMS ENERGY REDUCTION
MAINTENANCE SETTINGS
ESS ENERGY STORAGE SYSTEM
EV ELECTRIC VEHICLE
GAB GRADED AGGREGATE BASE
GALV GALVANIZED
GEC GROUNDING ELECTRODE
CONDUCTOR
GFP GROUND FAULT PROTECTOR
GND GROUND
HVAC HEATING, VENTILATION, & AIR
CONDITIONING
I CURRENT
IMP CURRENT AT MAX POWER
INV INVERTER
ISC SHORT CIRCUIT CURRENT
KVA KILOVOLT AMPERE
KW KILOWATT
KWH KILOWATT-HOUR
LOS LINE OF SIGHT
LSIG LONG TIME, SHORT TIME,
INSTANTANEOUS GROUND
LV LOW-VOLTAGE
LVDC LOW VOLTAGE DIRECT
CURRENT
MAX MAXIMUM
MIN MINIMUM
MV MEDIUM-VOLTAGE
(N)NEW
NEC NATIONAL ELECTRIC CODE
NIC NOT IN CONTRACT
NRTL NATIONALLY-RECOGNIZED
TESTING LABORATORY
NTS NOT TO SCALE
OC ON CENTER
PCC POINT OF COMMON COUPLING
PL PROPERTY LINES
PLC POWER LINE COMMUNICATION
POE POWER OVER ETHERNET
PP POWERPACK
PSU PRE-ASSEMBLED
SUPERCHARGER UNIT
PV PHOTOVOLTAIC
PVC POLYVINYL CHLORIDE
RSD RAPID SHUTDOWN
SCCR SHORT CIRCUIT CURRENT
RATING
SCH SCHEDULE
SQ. IN.SQUARE INCHES
SS STAINLESS STEEL
SSBJ SUPPLY SIDE BONDING JUMPER
SSD SEE STRUCTURAL DRAWINGS
STC STANDARD TESTING
CONDITIONS
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VIF VERIFY IN FIELD
W WATT
ABBREVIATIONS PROJECT SCOPE
1.WIND DESIGN
-DESIGN WIND SPEED = 95 MPH
-RISK CATEGORY = II
-WIND EXPOSURE = C
2.SEISMIC DESIGN
-RISK CATEGORY = II
-SEISMIC IMPORTANCE FACTOR = 1.0
-SITE CLASS = D
-Ss = 1.51 / S1 = 0.5
-Sds = 1.19 / Sd1 = 0.8
-SEISMIC DESIGN CATEGORY = D
-BASIC SEISMIC-FORCE-RESISTING
SYSTEM = NON-STRUCTURAL
COMPONENT
-R_po = 1.5 / C_AR = 1.0
3.GROUND SNOW LOAD = 0 PSF
SITE LAYOUT AERIAL MAP
REFERENCED DOCUMENTS
TOPOGRAPHIC SURVEY
UTILITY DESIGN
STRUCTURAL ENGINEER OF RECORD:
YOO JIN KIM
TESLA, INC.
129 GERBERA STREET,
DANVILLE, CA 94506
M:(949)285-6177
YOKIM@TESLA.COM
CIVIL ENGINEER OF RECORD:
MICHAEL P. HENDERSON
TESLA, INC.
3500 DEER CREEK RD,
PALO ALTO, CA 94304
M:(678) 687-1976
MIHENDERSON@TESLA.COM
INSTALLATION OF SUPERCHARGERS
AND NEW FU PSU (PRE-ASSEMBLED
SUPERCHARGER UNIT), ASSOCIATED
AC AND DC EQUIPMENT.
INSTALLATION OF PRECAST,
PRE-FABRICATED & CONCRETE
EQUIPMENT PADS AND WALKWAYS.
INSTALLATION OF NEW PARKING
STRIPING, SIGNAGE AND ADA ACCESS
FEATURES.
ASPHALT OVERLAY FOR PROPOSED EV
ADA STALLS.
INSTALLATION OF NEW LED LIGHTING.
PROJECT DESIGNER:
MUSTAFA HANNOUN
TESLA, INC.
1 TESLA RD.,
AUSTIN, TX 78725
(972) 369-4534
MHANNOUN@TESLA.COM
ALL EXISTING AND PROPOSED LOCATIONS
ARE BASED OFF THE SURVEYOR'S
ESTABLISHED BENCHMARK AND
CONTROL.
IMPORTANT NOTE:
PARKING STALL SCHEDULLE
EXISTING STANDARD STALLS
UTILIZED AS A RESULT OF THIS
PROJECT
21
PROPOSED TESLA STALLS 16
PROPOSED STANDARD STALLS 0
AB1100 EV VAN CREDIT 1
NET STALL COUNT -4
EV CHARGE STALLS
PROPOSED 16
ADA EV
STALL TYPE
CAR VAN AMBULATORY
STALLS
REQUIRED
1 1 0
STALLS
PROPOSED
1 1 0
BASED ON CBC TABLE 11B-228.3.2.1
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
MHANNOUNPLOT DATE: 4/23/2026 9:58 AM
N
S
EW
AREA OF WORK
N
S
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NO
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SHEET #SHEET TITLE
G-001 COVER PAGE
G-002 NOTES
G-100 OVERALL SITE PLAN
G-101 DEMOLITION PLAN
E-101 ELECTRICAL SITE PLAN
E-201 SINGLE LINE DIAGRAM
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-601 UTILITY DESIGN PLAN
E-701 TITLE 24
-SURVEY
B
B B
ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ANY OTHER
REGULATING AUTHORITIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE
WORK.
PRIOR TO COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL VERIFY
EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IN RESPONSIBLE
CHARGE FROM TESLA OF ANY DISCREPANCIES. ANY WORK PERFORMED IN
CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED AT THE
SUBCONTRACTORS SOLE EXPENSE.
SUBCONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO TESLA
FOR APPROVAL BEFORE MAKING ANY CHANGES. DEVIATION FROM PLANS BEFORE
WRITTEN APPROVAL FROM TESLA PLACES LIABILITY ON THE SUBCONTRACTOR.
ALL EQUIPMENT SHALL BE MOUNTED AS SHOWN. WHERE DETAILS ARE NOT
PROVIDED, CONTRACTOR SHALL USE STANDARD CONSTRUCTION PRACTICES.
ALL SURFACES SHALL BE PATCHED AND PAINTED AROUND NEW DEVICES AND
EQUIPMENT TO MATCH EXISTING FINISHES.
ANY METAL SHAVINGS FROM SITE WORK SHALL BE CLEANED FROM ALL SURFACES
WHERE OXIDIZED OR CONDUCTIVE METAL SHAVINGS MAY CAUSE RUST,
ELECTRICAL SHORT CIRCUITS, OR OTHER DAMAGE.
APPROVALS FROM BUILDING INSPECTORS SHALL NOT CONSTITUTE AUTHORITY TO
DEVIATE FROM THE DRAWINGS.
NEW PAVEMENT INSTALLED AS PART OF THIS PROJECT SHALL MATCH EXISTING
PAVEMENT SECTION. ASPHALT AND GAB DEPTHS SHALL BE MAINTAINED.
GENERAL NOTES
SUPERCHARGER NOTES
1.ALL CONDUIT FURNISHED AND INSTALLED BY CONTRACTOR. ALL
WIRING FURNISHED BY TESLA AND INSTALLED BY CONTRACTOR.
2.ALL BUSHINGS AND WIRING INTERNAL OF PROPOSED SERVICE
EQUIPMENT PROVIDED BY MANUFACTURER. ANY MODIFICATIONS
SHALL REQUIRE ENGINEERING APPROVAL PRIOR TO ANY CHANGES
BEING MADE.
3.ALL ALUMINUM(AI) CONDUCTORS TO RECEIVE ANTI-OXIDATION
COATING DURING INSTALLATION. ALL OTHER CONDUCTORS ARE
COPPER UNLESS OTHERWISE NOTED.
4.THE FOLLOWING CHARGING CABINETS AND THE CHARGING POSTS
USED ON THIS PROJECT COMPLY WITH THE FOLLOWING STANDARDS:
·IEC 61851-23: 2014 / EN 61851-23: 2014
·UL 2202: 2009(R2012)
·CAN CSA C22.2 NO. 107.1-01(R2011)
5.THE AFOREMENTIONED STANDARDS IDENTIFY THE REQUIREMENTS
MET BY THE EQUIPMENT, INCLUDING BUT NOT LIMITED TO:
·PROTECTION AGAINST ELECTRIC SHOCK
·OVERLOAD AND SHORT CIRCUIT PROTECTION
·FAULT PROTECTION
·DEGREES OF PROTECTION AGAINST ACCESS TO HAZARDOUS
LIVE PARTS
·THE INTERNAL COMPONENTS OF THE SYSTEM ARE
PROPRIETARY. ANY QUESTIONS CONCERNING ACTUAL
INTERNAL PROTECTIVE DEVICES MUST BE COORDINATED
DIRECTLY WITH TESLA.
6.TESLA SUPERCHARGER SIGNAL WIRING RATED 1000V AND USED FOR
POWER LIMITED CLASS 1 CIRCUITS SHALL BE PERMITTED TO RUN IN
CONDUITS, CABLE TRAYS, WIRE WAYS, OR RACEWAYS ALONG WITH
ASSOCIATED DC CONDUCTORS AS ALLOWED PER NEC 725.48(B)(1)
AND 620.36.
7.SUPERCHARGER CABINET AC CONDUCTORS SIZED UNDER
ENGINEERING SUPERVISION USING THERMAL MODELING SOFTWARE.
SPECIFICATIONS ABOUT THE TRENCHING REQUIREMENTS ARE SHOWN
IN E-501
8.FOR DC RUNS IN EXCESS OF 330 FEET, CONTACT TESLA.
9.UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC OR UL LISTED
HDPE. THE ABOVEGROUND PORTION OF AN
UNDERGROUND/ABOVEGROUND TRANSITION SHALL BE SCHEDULE 80
PVC OR UL LISTED HDPE.
10.ABOVEGROUND CONDUITS EXPOSED TO VEHICULAR OR EQUIVALENT
PHYSICAL DAMAGE SHALL BE RMC. ABOVEGROUND CONDUITS NOT
EXPOSED TO VEHICULAR OR EQUIVALENT DAMAGE SHALL BE
PERMITTED TO BE EMT.
11.WIRE SPLICES ARE NOT PERMITTED TO EXTEND WIRE RUN LENGTH.
CONTRACTOR IS RESPONSIBLE FOR RERUNNING FULL LENGTH OF
WIRE IF RUN LENGTH IS MISCALCULATED.
12.SPECIAL INSPECTION IS REQUIRED FOR ALL POST-INSTALLED
CONCRETE ANCHORS.
13.PLANT GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANTS
FOR A PERIOD OF ONE (1) YEAR FROM DATE OF PROJECT
ACCEPTANCE BY THE OWNER. CONTRACTOR IS RESPONSIBLE FOR
PLANT MAINTENANCE FOR THE FIRST GROWING SEASON.
14.IF EXISTING GRASS IS DAMAGED/REMOVED DURING CONSTRUCTION,
CONTRACTOR SHALL APPLY SEED PER HYDROSEED METHOD. RATING
OF SEED SHALL BE PER DISTRIBUTOR BASED ON SPECIES TYPE.
15.CONTRACTOR SHALL MATCH EXISTING LANDSCAPE; USE GRASS,
RIVER ROCK, MULCH ETC. TO MATCH EXISTING LANDSCAPE AROUND
EQUIPMENT, UNLESS OTHERWISE NOTED.
16.CONTRACTOR TO INSTALL WEED BARRIER IN FRONT OF
SUPERCHARGER CABINETS AND SWITCHBOARD. BARRIER TO EXTEND
FULL WIDTH AND DEPTH OF NEC REQUIRED WORKING CLEARANCES.
GENERAL NOTES
1.ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRIC
CODE AS AMENDED BY APPLICABLE STATE AND LOCAL CODES.
2.ALL WIRING SHALL BE MANAGED IN A PROFESSIONAL, WORKMAN-LIKE
MANNER AND MUST BE SUPPORTED, SECURED, AND PROTECTED TO
PREVENT DAMAGE.
3.AC CIRCUIT CONDUCTORS SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER
ART 210.5 OR 215.12. UNLESS OTHERWISE REQUIRED BY ART 210.5(1) OR AHJ,
COLOR-CODING OF POWER CONDUCTORS SHALL BE AS FOLLOWS:
CONDUCTOR 277/480V 120/208V
PHASE A BROWN BLACK
PHASE B ORANGE RED
PHASE C YELLOW BLUE
NEUTRAL GRAY WHITE
4.DC CIRCUIT CONDUCTORS SHALL BE IDENTIFIED PER ART 210.5 OR 215.12:
CONDUCTOR STD COLOR ALT COLOR
DC+RED RED-STRIPED
DC-BLACK BLACK-STRIPED
5.TERMINATIONS OF AC, DC, AND COMMUNICATIONS CONDUCTORS SHALL
BE PROFESSIONALLY AND LEGIBLY LABELED WITH CIRCUIT SCHEDULE
IDENTIFIER, CONDUCTOR SIZE (AS APPLICABLE) AND TERMINATION TORQUE.
6.ALL EQUIPMENT SHALL BE LISTED BY A NRTL IN COMPLIANCE WITH ART
110.3. WHERE EXISTING NRTL LISTING CANNOT BE MAINTAINED,
ENGINEERING APPROVAL SHALL BE OBTAINED PRIOR TO EQUIPMENT
MODIFICATION, AND THE EQUIPMENT SHALL BE RELISTED BY A SUITABLE
NRTL.
7.UNDERGROUND CONDUCTORS & CABLES TO BE INSTALLED IN CONDUIT
UON.
8.ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO
BOXES AS REQUIRED BY NRTL LISTING.
9.REFER TO MANUFACTURER'S CURRENT PLANNING AND INSTALLATION
MANUAL FOR TORQUE SPECS FOR ALL BOLTS AND TERMINAL
CONNECTIONS.
10.ALL CONDUCTOR TERMINATIONS ON BUSSING OR TRANSFORMER SPADES
SHALL BE MADE WITH HIGH-PRESS CRIMP LUGS UON.
11.ALL TERMINATIONS OF ALUMINUM CONDUCTORS SHALL BE PROPERLY
INSTALLED WITH BEST PRACTICES INCLUDING BUT NOT LIMITED TO:
·USE OF TERMINATION EQUIPMENT RATED FOR ALUMINUM AT THE
CONDUCTOR TEMPERATURE, CURRENT, AND VOLTAGE
·ALLOWANCE FOR MOVEMENT DUE TO THERMAL
EXPANSION/CONTRACTION
·PROPER COATING OF EXPOSED ALUMINUM WITH ANTI-OXIDIZATION
COMPOUND
·USE OF CALIBRATED DEVICES TO TORQUE AND MARK TERMINALS TO
REQUIRED SETTINGS
12.DUCT SEAL COMPOUND SHALL BE APPLIED WHEREVER CONDUITS
TRANSITION INDOOR/OUTDOOR OR UNDERGROUND/ABOVEGROUND. REFER
TO EQUIPMENT NOTES FOR ADDITIONAL DUCT SEAL REQUIREMENTS.
13.BELL ENDS SHALL BE INSTALLED WHEREVER CONDUIT ENTERS EQUIPMENT
FROM UNDERGROUND AND WHEREVER POTENTIAL FOR DAMAGE TO
CONDUCTORS IS PRESENT AT ANY POINT. BELL ENDS SHALL NOT PREVENT
THE USE OF GROUNDING FITTINGS OR COUPLERS WHEN REQUIRED.
14.ALL STUB-UPS WITHIN FLOOR-MOUNTED EQUIPMENT SHALL BE 3-5" ABOVE
FINISHED GRADE.
15.ALL CONDUITS EXPOSED TO VEHICULAR OR EQUIVALENT PHYSICAL
DAMAGE SHALL BE RIGID GALVANIZED STEEL.
16.GROUND LUGS SHALL BE RATED FOR THEIR ENVIRONMENT AND CONDITION
OF USE.
ELECTRICAL NOTES
SITE LEGEND
(EXISTING OBJECTS)UTILITY SOUTHERN CALIFORNIA EDISON
CATEGORY ITEMS TESLA UTILITY
PRIMARY
PRIMARY TRENCHING X
INSTALL PRIMARY CONDUIT X
INSTALL PULL ROPE X
INSTALL PRIMARY FEEDERS X
PROVIDE PRIMARY FEEDERS X
PROVIDE ROAD CUTS / ROAD
BORES X
PAVEMENT REPLACEMENT X
TRANSFORMER
INSTALL TRANSFORMER PAD X
PROVIDE TRANSFORMER X
INSTALL TRANSFORMER X
INSTALL CONNECTIONS - PRIMARY X
INSTALL CONNECTIONS - SECD X
SWITCHBOARD
PROVIDE METER X
INSTALL METER X
LAND SECONDARY FEEDERS X
SECONDARY
SECONDARY TRENCHING X
INSTALL SECONDARY CONDUIT X
INSTALL PULL ROPE X
INSTALL SECONDARY FEEDERS X
PROVIDE SECONDARY FEEDERS X
PROVIDE ROAD CUTS / ROAD
BORES X
PAVEMENT REPLACEMENT X
SCOPE OF WORK
UNDERGROUND
SANITARY LINE
CLEANOUT
GREASE TRAP
FIRE HYDRANT
IRRIGATION CONTROL
VALVE
LIGHT POLE
UTILITY POLE
HANDICAP PARKING
SIGN
DECIDUOUS TREE
PALM TREE
SS
UNDERGROUND
ELECTRIC LINEUE
OVERHEAD ELECTRIC
LINEOE
17. THE GROUND-FAULT PROTECTION SYSTEM SHALL BE PERFORMANCE
TESTED WHEN FIRST INSTALLED ON SITE. THIS TESTING SHALL BE
CONDUCTED BY A QUALIFIED PERSON(S) USING A TEST PROCESS OF
PRIMARY CURRENT INJECTION, IN ACCORDANCE WITH INSTRUCTIONS THAT
SHALL BE PROVIDED WITH THE EQUIPMENT, A WRITTEN RECORD OF THIS
TESTING SHALL BE MADE BE AVAILABLE TO THE AUTHORITY HAVING
JURISDICTION.
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
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6
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
.
1
0
.
2
6
A
20
2
5
C
O
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&
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A
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2
3
.
2
6
B
BU
I
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D
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A
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T
M
E
N
T
C
O
M
M
E
N
T
25
2
5
N
O
R
T
H
G
R
A
N
D
A
V
E
N
U
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SA
N
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A
A
N
A
,
C
A
92
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NOTES
G-002
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:55 PM
JB-9275533-00
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A
,
C
A
16
S
U
P
E
R
C
H
A
R
G
E
R
S
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
(E) 90' R.O.W.
DEDICATION
(E) 20' BUILDING
SETBACK
(E) 6' ELECTRIC
EASEMENT
(E) PROPERTY LINE
(E) 15' BUILDING
SETBACK
-
E-101
(E) BUILDING
(E) PARKING
STRIPING, TYP
(E) BUILDING OUTLINE
(E) LANDSCAPE
(E) CONCRETE GUTTER
(E) 7'-5"
CONCRETE
WALKWAY
19'
(N) 24'-1"
DRIVE AISLE WIDTH
(E) 30'-6"
ENTRANCE/ EXIT WIDTH
(E) 31'-9"
ENTRANCE/ EXIT WIDTH
18'
27'-2"27'-3"
25'-6"
25'-7"25'-8"24'
24'-2"
OVERALL SITE PLAN
1/32" = 1'-0"
N
S
EW08'64'32'16'
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
DA
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NO
.
RE
V
I
S
I
O
N
ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
.
1
0
.
2
6
A
20
2
5
C
O
D
E
&
O
V
E
R
A
L
L
P
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A
N
03
.
2
3
.
2
6
B
BU
I
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I
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G
D
E
P
A
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T
M
E
N
T
C
O
M
M
E
N
T
25
2
5
N
O
R
T
H
G
R
A
N
D
A
V
E
N
U
E
SA
N
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A
A
N
A
,
C
A
92
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OVERALL SITE
PLAN
G-100
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:55 PM
JB-9275533-00
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A
16
S
U
P
E
R
C
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A
R
G
E
R
S
NO
R
T
H
G
R
A
N
D
A
V
E
N
U
E
180
18
0
18
0
18
0
(E) WHEELSTOP, TYP.
(E) BUILDING
(E) CONCRETE
WALKWAY, TYP.
(E) CONCRETE
CURB, TYP.
(E) LANDSCAPE
(E) ASPHALT
(E) PILLAR, TYP.
(E) PARKING
STRIPING, TYP.
(E) LIGHT POLE, TYP.
(E) BUSINESS SIGN
(E) 15'
BUILDING
SETBACK
(E) POINT OF
CONNECTION
4601932E
(E) PROPERTY LINE
(E) 27'-3"
DRIVE AISLE
WIDTH
(N) 26'-7"
DRIVE AISLE
WIDTH
(E) LIGHT POLE TO BE REMOVED
(E) UNDERGROUND ELECTRIC LINE TO BE
REROUTED AS NEEDED TO AVOID (N) EQUIPMENT
FOUNDATIONS, REF. E-101 FOR EXTENTS
(E) PORTION OF LANDSCAPE
ISLAND TO BE REMOVED
(E) STRIPING TO BE REMOVED, TYP.
(E) ASPHALT TO BE REMOVED FOR INSTALLATION OF
(N) ELECTRICAL EQUIPMENT PADS & (N) CONCRETE
WALKWAY AT SHADED AREA. ASPHALT TO BE
REPLACED AFTER INSTALLATION
(E) ASPHALT TO BE REMOVED FOR INSTALLATION OF
(N) BOLLARD FOUNDATION AT SHADED AREA.
ASPHALT TO BE REPLACED AFTER INSTALLATION
8'
17'-4"
(E) ASPHALT TO BE REMOVED FOR INSTALLATION OF
TRENCHING AT SHADED AREA. ASPHALT TO BE REPLACED
AFTER INSTALLATION OF TRENCHES
15'-9"
(E) CONCRETE TO BE REMOVED FOR INSTALLATION OF
TRUNCATED DOMES AT SHADED AREA. CONCRETE TO BE
REPLACED AFTER INSTALLATION
DEMOLITION PLAN
1/8" = 1'-0"
N
S
EW
ANY (E) OBJECT TO BE
DEMOLISHED
SITE LEGEND
ANY (E) ELEMENT TO BE
REMOVED
THE CONTRACTOR SHALL REFER TO THE
TRENCHING DETAILS ON THE ELECTRICAL
DETAILS SHEET.
THE LIMITS OF HARDSCAPE REMOVAL ARE
SHOWN AS FOR INFORMATION ONLY AND
IT SHALL BE UP TO THE CONTRACTOR TO
DETERMINE THE EXACT LIMITS.
NOTES
HARDSCAPED AREA
TO BE MODIFIED
0 1'16'4'8'
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
DA
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NO
.
RE
V
I
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I
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ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
.
1
0
.
2
6
A
20
2
5
C
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&
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A
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03
.
2
3
.
2
6
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25
2
5
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O
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U
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DEMOLITION
PLAN
G-101
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:55 PM
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16
S
U
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E
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C
H
A
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G
E
R
S
NO
R
T
H
G
R
A
N
D
A
V
E
N
U
E
B
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
(E) WHEELSTOP, TYP.
(E) BUILDING
(E) CONCRETE
WALKWAY, TYP.
(E) CONCRETE
CURB, TYP.
(E) LANDSCAPE
(E) ASPHALT
(E) PILLAR, TYP.
(E) PARKING
STRIPING, TYP.
(E) LIGHT POLE, TYP.
(E) BUSINESS SIGN
(E) 15'
BUILDING
SETBACK
(E) POINT OF
CONNECTION
4601932E
1A
(N) PRE-ASSEMBLED SUPERCHARGER UNIT -
(1) V4 CABINET, (8) POSTS & (1) ENCLOSED
CIRCUIT BREAKER, PER STRUCTURAL
(N) EV MINI REBOUNDING
BOLLARD ACCESSIBLE
SIGN, PER ARCHITECTURAL
(N) 4’’ WHITE PARKING
STRIPING, TYP.
(N) CURB, TYP. PER ARCHITECTURAL
(N) UTILITY BOLLARD, (TYP. 6),
PROVIDED BY UTILITY, PER
UTILITY DESIGN
(N) FIXED BOLLARD, (TYP. 7),
PER STRUCTURAL
(N) EV MINI REBOUNDING BOLLARD,
(TYP. 12), PER STRUCTURAL
(N) ACCESSIBLE EV STALLS PER
ARCHITECTURAL
(N) 4’’ WIDE WHITE
STRIPING WITH 4’’ WIDE
WHITE CROSS STRIPING
AT 36’’ O.C.
(N) CONCRETE WALKWAY, PER ARCHITECTURAL
(N) FULL DEPTH PAVING TO MATCH GRADE
OF EXISTING SURROUNDING HARDSCAPE
PROVIDE PAVING AS REQUIRED TO ACHIEVE 2%
MAX SLOPE ALL DIRECTIONS AT ACCESSIBLE EV
CHARGE STALLS AND ACCESS AISLE
(E) PROPERTY LINE
(N) RECYCLE/ TRASH BIN,
PER ARCHITECTURAL
PROPOSED ROUTE FOR (E) UNDERGROUND ELECTRICAL
LINE TO AVOID (N) EQUIPMENT FOUNDATIONS
1B 1C 1D 1F 1G
1H2A2B2C2F2E2D2G2H
9'5'12'9'
TYP.
18'-6"18'18'
18'-6"18'
9'
TYP.
1E
SPR-1
SPR-2
SB-1
LGT-1
LGT-2
WIFI
AP-1
PSU-1
EVJB-1
XR-1
MTR
CONSTRUCTION JOINT
(N) HOUSEKEEPING PAD (N) 24'-1"
DRIVE AISLE
WIDTH
(N) 25'-8"
DRIVE AISLE
WIDTH
KIOSK-01
9'
LGT-3
(N) TACTILE SURFACE TILE
W/ TRUNCATED DOMES,
PER ARCHITECTURAL
ELECTRICAL SITE PLAN
1/8" = 1'-0"
N
S
EW
CHARGE POST
FROM PAD EDGE 3' ON
ALL SIDES AND 8'
FROM FRONT (VERIFY
WITH UTILITY
STANDARDS)
MINIMUM SERVICE
CLEARANCES
TRANSFORMER
NOTES:
UTILITY EQUIPMENT/FOUNDATION
DIMENSIONS AND LOCATIONS PER UTILITY.
CONTRACTOR TO VERIFY AGAINST
EXECUTED UTILITY DESIGN.
UTILITY BOLLARDS PER UTILITY
REQUIREMENTS. CONTRACTOR TO VERIFY
AND COORDINATE WITH UTILITY ON
LOCATION, QUANTITY, AND SPECS.
CONTRACTOR TO REFER TO EXECUTED
UTILITY DESIGN FOR PRIMARY AND POINT
OF CONNECTION DETAILS.
FOR (N) ACCESSIBLE EV CHARGING
AREA(S), CONTRACTOR TO FIELD VERIFY
SLOPES ARE COMPLIANT PER ACCESSIBLE
STALL DETAIL (REF. ARCHITECTURAL OR
STRUCTURAL SHEETS). REGRADE AND ADD
ASPHALT OVERLAY, NEW FULL DEPTH
ASPHALT, AND/OR ASPHALT MILLING IF
REQUIRED. EXISTING SPOT ELEVATIONS
ARE APPROXIMATE PER SURVEY DATA AND
ARE TO BE FIELD VERIFIED BY
CONTRACTOR.
SUPERCHARGER
CABINET
2H
POST
TAG SIGN TYPE
ACCESSIBLE
CHARGING STALLS SCHEDULE
2
0 1'16'4'8'
EXISTING STANDARD STALLS
UTILIZED AS A RESULT OF THIS
PROJECT
21
PROPOSED TESLA STALLS 16
PROPOSED STANDARD
STALLS
0
AB1100 EV VAN CREDIT 1
NET STALL COUNT -4
PARKING STALL SCHEDULE
1'-6"
1'
SERVICE SIDE
CHARGE HANDLE5"
SITE LEGEND
(N) FIXED BOLLARD
(N) CONCRETE CURB
(N) EV MINI REBOUNDING
BOLLARD SIGN
(N) CONCRETE PAVING
(N) CONDUIT ROUTE,
SHOWN FOR
DIAGRAMMATIC PURPOSES
ONLY.
SWITCHBOARD
4'
EQUIPMENT TAGS
XR-#
TRANSFORMER
(PROVIDED BY UTILITY
PER UTILITY DESIGN)WIFI WIFI BROADCAST
UNIT
MTR
UTILITY METER
(PROVIDED BY UTILITY
PER UTILITY DESIGN)
AP-#SUPPLEMENTARY
ACCESS POINT
#X SUPERCHARGER
POST
SPR-#SUPERCHARGER
CABINET
PRE-ASSEMBLED
SUPERCHARGER
UNIT
PSU-#
LGT-#LIGHT FIXTURE
(N) POLE-MOUNTED LIGHT
FIXTURE
ACCESSIBLE
PARKING SIGNS, PER ARCHITECTURAL
VAN
ACCESSIBLE
(N) EV MINI REBOUNDING
BOLLARD
(N) FULL DEPTH ASPHALT
EVJB-#EV JUNCTION BOX
KIOSK-01 PAYMENT KIOSK
V4
SUPERCHARGER
CABINET
5'1'-6"
6"
(N) UTILITY BOLLARD
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
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4
5
6
DA
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NO
.
RE
V
I
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I
O
N
ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
.
1
0
.
2
6
A
20
2
5
C
O
D
E
&
O
V
E
R
A
L
L
P
L
A
N
03
.
2
3
.
2
6
B
BU
I
L
D
I
N
G
D
E
P
A
R
T
M
E
N
T
C
O
M
M
E
N
T
25
2
5
N
O
R
T
H
G
R
A
N
D
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
92
7
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ELECTRICAL
SITE PLAN
E-101
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:55 PM
JB-9275533-00
TE
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A
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A
16
S
U
P
E
R
C
H
A
R
G
E
R
S
NO
R
T
H
G
R
A
N
D
A
V
E
N
U
E
B
C
C
2500AF/3P
2500AT/3P
100% RATED
AC-SPR
TYP
GFP
41,838 AFC
NOTE: AFC CALCULATED
ASSUMING 2000kVA
TRANSFORMER, 5.75% IZ
AND INFINITE AFC AT
PRIMARY.
30AS/15AF/2P
6.1 (N) SUPERCHARGER
SYSTEM
TO CONTROLS
COMPARTMENT
1" CONDUIT.
INCLUDES
(1) CAT6
CABLE, TYP.
8
(N) GROUND
RODS
SPR-2 SPR-1
COMMS COMMS
1600AF/3P
1600AT/3P
100% RATED
1600AF/3P
1600AT/3P
100% RATED
HGFEDCBA
CERTIFIED FIELD INSTALLED
EQUIPMENT WIRING
TO UTILITY
(N) SECONDARY SERVICE CONDUCTORS,
PROVIDED BY UTILITY
(N) MAIN
SWITCHBOARD
"SB-1"
1
(N) UTILITY
TRANSFORMER
"XR-1"
BY UTILITY
2
MS PS
MS PS
AC-LGT
15A/1P
MS PS
(N) LIGHT
FIXTURE
"LGT- 1"
(N) LIGHT
FIXTURE
"LGT- 2"
(N) LIGHT
FIXTURE
"LGT- 3"
7
C
(N) ACCESS
POINT "AP-1"
1" CONDUIT,
TYP.
5
M
3
(N) UTILITY
METER
BY UTILITY
ADDITIONAL PLACARDS REQUIRED FOR ARC FLASH LABELS
PLACARDS TO BE MADE OF RED PHENOLIC PLASTIC W/ 1"
WHITE LETTERING. ATTACH PLACARDS WITH RIVETS OR
SELF-TAPPING SCREWS
PLACARD NOTES:
EQUIPMENT
NOTES#
LEGEND
CIRCUIT BREAKER
SWITCH
FUSE
CURRENT
TRANSFORMER
WYE TRANSFORMER
WINDING
GROUNDED WYE
TRANSFORMER
WINDING
M METER
POWER
TRANSFORMER
AC-DC OR DC-AC
CONVERTER
EQPT.
ENCLOSURES
BUSSING
CONDUCTORS
SHIELDED CAT6
CABLEC
MS PS LIGHT WITH MOTION
AND PHOTO SENSOR
WIFI CONNECTION
DELTA
TRANSFORMER
WINDING
DELTA HIGH-LEG
TRANSFORMER
WINDING
TESLA EV SYSTEM
DISCONNECT
SYSTEM PLACARDS
ATTACH ON SWITCHBOARD MAIN
DISCONNECT
TESLA SUPERCHARGER
480/277, 3PH, 4W
2525 NORTH GRAND AVENUE
SANTA ANA, CA 92705
ATTACH ON FRONT OF
SWITCHBOARD
WARNING
CONTROLS COMPARTMENT
EQUIPMENT IS STILL LIVE WHEN THE
MAIN SERVICE DISCONNECT IS IN THE
"OFF" POSITION. INDEPENDENT
"CONTROLS DISCONNECT" LOCATED
ADJACENT TO MAIN DISCONNECT
ATTACH ON EXTERIOR OF
CONTROLS COMPARTMENT
PANEL
AT SWITCHBOARD
LOAD SCHEDULE
SWITCHBOARD "SB-1" LOAD SCHEDULE
CKT NO
TRIP
AMPS DESCRIPTION
VOLT-AMPS VOLT-AMPS
DESCRIPTION
TRIP
AMPS CKT NOABCABC
1 1,600 SUPERCHARGER #1 332,666 ----SUPERCHARGER #2 1,600 2
3 ""----""4
5 ""----""6
7 15 WIFI --8
9 10
TOTALS
PHASE A B C
APPARENT POWER 665 kVA
CURRENT 2,400 A
200
""-200 -
15-
332,666
332,666
332,666
332,666
332,666
665 kVA
2,400 A
665 kVA
2,400 A
LIGHTING-288
AC CIRCUIT SCHEDULE
CIRCUIT #CONDUCTOR
METAL UON
# OF
CONDUITS
# PHASE
CONDUCTORS
PER CONDUIT
PHASE
CONDUCTOR
SIZE
NEUTRAL
CONDUCTOR
SIZE
EGC
MAX
CIRCUIT
LENGTH
WIRE TYPE CONDUIT
TYPES
MIN
CONDUIT
SIZE (IN)
AC-SPR AL 5 3 750 KCMIL -350 KCMIL 600'XHHW-2 PVC, RMC,
EMT, DIRECT 4
AC-LGT CU 1 1 12 AWG 12 AWG 12 AWG 150'THWN-2 PVC, RMC,
EMT 1
DC-POST AL 1 4 600 KCMIL -AWG 4/0 (AL)330'XHHW-2
(1000V)
PVC, RMC,
EMT, HDPE,
DIRECT
4
1
(N) UTILITY TRANSFORMER
"XR-1"
• SIZE & PRIMARY VOLTAGE PER
UTILITY
• SECONDARY 480Y/277V
2
(N) MAIN SWITCHBOARD "SB-1"
• 480/277 VAC, 2500A
• 2500A MAIN BREAKER,
100%-RATED, LSIG AND ERMS
• 65 kAIC MIN.
• NEMA 3R
3 (N) UTILITY METER
• METER # TBD
4
(N) WIFI BROADCAST UNIT
"WIFI" IN SWITCHBOARD
• INTERNALLY FUSED IN
CONTROLS COMPARTMENT
• UNIT PRE-INSTALLED IN
SWITCHBOARD
• CRADLEPOINT # R1900
BROADCAST UNIT
• CRADLEPOINT # RX30 POE
SWITCH TO SUPPLY ACCESS
POINT
5
(N) ACCESS POINT "AP-1"
• JUNIPER # AP64
SUPPLEMENTARY ACCESS POINT
FED FROM BROADCAST UNIT
• COMES WITH ACCESSORY
MOUNTING BRACKET
• POWER OVER ETHERNET
• REF STRUCTURAL DRAWINGS
FOR GROUNDING
• IP67 / NEMA 4 COMPLIANT
• (1) TOTAL ACCESS POINT(S)
6.0
(N) V4 PSU PRE-ASSEMBLED
SUPERCHARGER UNIT "PSU-1"
• (1) SUPERCHARGER SYSTEM
• FACTORY PRE-WIRED DC-POST
• (1) PSU'S TOTAL
6.1
(N) SUPERCHARGER SYSTEM
(1) V4 SUPERCHARGER CABINET
"SPR-#" PER SYSTEM
• COMMUNICATIONS
COMPARTMENT INTEGRATED
• 480VAC, 3PH, 3W
• 1200A MAX AC INPUT
• 65 kA SCCR
(8) V4 SUPERCHARGER POSTS
"DC" PER SYSTEM
• 500KW MAX
• 180 VDC - 1000 VDC
CERTIFIED EQUIPMENT WIRING
"DC-POST" FROM CABINET TO
SUPERCHARGER POST
• 1 SET PER CHARGE POST
• (4) 600KCMIL AL (2POS, 2 NEG)
• (1) 4/0AWG AL OR 2/0AWG CU
EGC
• 330' MAX CIRCUIT LENGTH
• XHHW-2, 1000V RATED
• MIN 4" CONDUIT (PVC, RMC,
EMT OR HDPE) OR DIRECT
BURIAL
• (2) SUPERCHARGER SYSTEMS
7
(N) LIGHT FIXTURE "LGT-#"
• WISCONSIN LIGHTING
• NF-SLS-100-40-HV-3W-RAL-MPS
• 96W, 277-480VAC DRIVER
• INTEGRATED PHOTOCELL AND
MOTION SENSOR
• POLE MOUNTED
• 4000K LIGHTING COLOR
TEMPERATURE
• RUGGED ALUMINUM CHASSIS
• -40°C MIN REQUIRED AMBIENT
TEMPERATURE
(3) TOTAL FIXTURES
8
(N) GROUNDING ELECTRODE
• SEE SHEET E-501 FOR
GROUNDING DIAGRAM
6.0PSU-1
15SPARE
1" CONDUIT. INCLUDES:
(1) CAT6 CABLE
(N) PAYMENT KIOSK
"KIOSK-01"
10
10
(N) TESLA PAYMENT KIOSK
"KIOSK-01"
• POWER OVER ETHERNET
• (1) SET PER KIOSK
• (1) CAT 6 CABLE
• MAX. CIRCUIT LENGTH - 330FT
C C C
C
15A/1P
SPARE
---
C C
WIFI
BROADCAST
UNIT "WIFI"
CONTROLS COMPARTMENT
(SWITCHBOARD-INTEGRATED)
3 POE
SWITCH
9
9
(N) POE MANAGED SWTICH
• CRADLEPOINT #RX30. CAN
HAVE INTERNALLY COUPLED
CONNECTION W/ CRADLEPOINT
#R1900
• (OR) TELTONIKA #TSW202
• (OR) WAGO #852-1813/000-001
• INTERNALLY FUSED IN
CONTROLS COMPARTMENT
• UNIT PRE-INSTALLED IN
SWITCHBOARD
CIRCUIT #CONDUCTOR
METAL UON
# OF
CONDUITS
# POWER
CONDUCTORS
PER CONDUIT
POWER
CONDUCTOR
SIZE
EGC SIGNAL WIRE
MAX
CIRCUIT
LENGTH
WIRE TYPE CONDUIT
TYPES
MIN
CONDUIT
SIZE (IN)
DC-POST AL 1 4 600 KCMIL AWG 4/0 (AL)TESLA
PROVIDED 330'XHHW-2
(1000V)
PVC, RMC,
EMT, HDPE,
DIRECT
4
DC CIRCUIT SCHEDULE
HGFEDCBA
DC-POST
TYP
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
DA
T
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NO
.
RE
V
I
S
I
O
N
ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
.
1
0
.
2
6
A
20
2
5
C
O
D
E
&
O
V
E
R
A
L
L
P
L
A
N
03
.
2
3
.
2
6
B
BU
I
L
D
I
N
G
D
E
P
A
R
T
M
E
N
T
C
O
M
M
E
N
T
25
2
5
N
O
R
T
H
G
R
A
N
D
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
92
7
0
5
,
U
S
SINGLE LINE
DIAGRAM
E-201
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:55 PM
JB-9275533-00
TE
S
L
A
S
U
P
E
R
C
H
A
R
G
E
R
_
SA
N
T
A
A
N
A
,
C
A
16
S
U
P
E
R
C
H
A
R
G
E
R
S
NTS
AC-SPR
24"
MAX
MAX RHO
BACKFILL*
CABLE
SPACING (X)
MIN INTER TRENCH
SPACING (Y)
120 3"2'-6"
90 0"1'-9"
60 0"1'-3"
(X)
4C 500 KCMIL AL + 1C 2/0 AWG
AL PVC 600/1000V UL TRAY
CABLE (DIRECT BURIAL RATED),
INSULATED GROUND.
(2) CABLES PER CHARGE CABINET.
MAX. (8) CABLES PER GROUP.
DETECTABLE RED
WARNING TAPE.
8" BELOW THE
SURFACE.
PER TABLE (Y)
* SEE TRENCHING NOTES.
CABLE RUN IN A
SINGLE ROW, CANNOT
BE STACKED.
"AC-SPR" CIRCUITS TRENCH - DIRECT BURIALF NTS
"DC-POST" CIRCUITS TRENCH - DIRECT BURIAL
DC-POST
PER
TABLE
NO. OF POST
CIRCUITS (MAX)
MAX RHO
BACKFILL*MAX DEPTH
MIN DEPTH
(VEHICULAR
AREA)
MIN DEPTH
(NON-VEHICULAR
AREA)
16 120 28"24"24"
24 90 28"24"24"
3"
4C 600 KCMIL AL + 2/0 AWG CU
PVC 600/1000V UL TRAY CABLE
(DIRECT BURIAL RATED),
INSULATED GROUND.
(1) CABLE PER CHARGE POST.
MAX. (24) CABLES PER GROUP.
DETECTABLE RED
WARNING TAPE.
8" BELOW THE
SURFACE.
CABLES MAY NOT
BE STACKED MORE
THAN (2) HIGH.
3"
24" MIN BETWEEN GROUPS.
* SEE TRENCHING NOTES.
C
NTS
"AC-SPR" CIRCUITS TRENCH - 4" CONDUITS (1,200A)
AC-SPR
NO. OF CABINET
CIRCUITS (MAX)
MAX RHO
BACKFILL*MAX DEPTH
MIN DEPTH
(VEHICULAR
AREA)
MIN DEPTH
(NON-VEHICULAR
AREA)
1 120 28"24"18"
2 90 28"24"18"
3 60 28"24"6"
PER
TABLE
4" CONDUIT, (5) CONDUITS PER
CHARGE CABINET.
MAX. (15) CONDUITS PER GROUP.
NO SPACING BETWEEN CONDUITS IN
THE BOTTOM LAYER, ALTERNATING
CONDUITS REMOVED AS INDICATED
IN THE TOP LAYER.
DETECTABLE RED
WARNING TAPE.
8" BELOW THE
SURFACE.
CONDUITS MAY
NOT BE STACKED
MORE THAN (2)
HIGH.24" MIN BETWEEN GROUPS.
* SEE TRENCHING NOTES.
E NTS
"DC-POST" CIRCUITS TRENCH - 4" CONDUITS
DC-POST
PER
TABLE
4" CONDUIT, (1) CONDUIT PER
CHARGE POST.
MAX.(24) CONDUITS PER
CONDUIT GROUP.
DETECTABLE RED
WARNING TAPE.
8" BELOW THE
SURFACE.
CONDUITS MAY
NOT BE STACKED
MORE THAN (2)
HIGH.
NO SPACING REQUIREMENTS
BETWEEN CONDUITS.
24" MIN BETWEEN GROUPS.
NO. OF POST
CIRCUITS (MAX)
MAX RHO
BACKFILL*MAX DEPTH
MIN DEPTH
(VEHICULAR
AREA)
MIN DEPTH
(NON-VEHICULAR
AREA)
16 120 28"24"18"
24 60 28"24"6"
* SEE TRENCHING NOTES.
B
TRENCHING NOTES
·THE TRENCH DESIGNS FOR ALL VEHICLE CHARGING CIRCUITS REQUIRING RHO
VALUES ARE THE RESULT OF A THERMAL ANALYSIS OF THE CONDUCTORS
UNDER LOAD. FOR PROPER PROTECTION THEY MUST BE FOLLOWED.
·APPROVED BACKFILL REQUIRES DOCUMENTATION THAT SPECIFIES TESTED
RHO VALUE. USE THE SPECIFIED BACKFILL LISTED BELOW OR TEST NATIVE
SOIL CONDITIONS TO CONFIRM MAX DEFINED RHO VALUES. MINIMUM 2" OF
APPROVED BACKFILL COVERAGE AROUND CONDUITS REQUIRED.
·RHO 60 BACKFILL - CONCRETE BACKFILL WITH MIN 28 DAY COMPRESSIVE
STRENGTH OF 3000 PSI MUST BE USED TO ACHIEVE MAX RHO 60.
·RHO 90 BACKFILL - LOW STRENGTH FLUIDIZED THERMAL (SLURRY) BACKFILL
WITH MIN 28 DAY COMPRESSIVE STRENGTH OF 150 PSI MUST BE USED TO
ACHIEVE MAX RHO 90.
·RHO 120 BACKFILL - NATIVE SOILS/SAND.
·FOR TRENCHES WITH MIXED CIRCUIT TYPES, APPLY THE CONDUIT SPACING
FOR THE CIRCUIT TYPE WITH THE LARGER SPACING REQUIREMENT.
·CONDUIT ARE PERMITTED TO HAVE GREATER COVER THAN SPECIFIED FOR
SHORT DISTANCES WHERE REQUIRED TO CROSS UNDER (E) UTILITY LINES, TO
ALLOW FOR NEC REQUIRED MIN RADIUS FOR CONDUIT TURN-UPS INTO
PAD-MOUNTED EQUIPMENT, TO AVOID (E) OBSTRUCTIONS, ETC.
·OUTSIDE WALLS AND UNDERNEATH BOTTOM ROW OF CONDUIT SPACING
REQUIRED FOR ALL CONFIGURATIONS.
·IF NO CONDUIT RACKS AVAILABLE, CONTRACTOR MAY USE HORIZONTAL AND
VERTICAL CONDUITS OR STAKES TO ACHIEVE THE SPACING REQUIRED.
NOTES:
1. DURALINE SMOOTH-COR FLEX CONDUIT HAS BEEN CERTIFIED
AS PART OF TESLA’S SUPERCHARGER SYSTEM.
2. RELEVANT TESTING REPORTS ARE AVAILABLE UPON REQUEST.
3. DURALINE SMOOTH-COR FLEX TO BE UTILIZED AS DC-POST
CONDUIT ONLY.
4. PVC TO BE UTILIZED FOR ALL 90-DEGREE TRANSITIONS.
DURALINE SMOOTH-COR FLEX CONDUIT
NTSE501.107 SMOOTH-COR FLEX CONDUIT DETAIL
KEYLOCK STRIPS
NO GLUE
O-RING GASKET
AIR &
WATERTIGHT SEMI SMOOTH
INNER WALL
KEYLOCK COUPLING CORRUGATED
OUTER WALL HIGH
CRUSH STRENGTH
O-RING GASKET
AIR &
WATERTIGHT
KEYLOCK STRIPS
NO GLUE
CONDUIT
CLAMP ADAPTER SMOOTH-COR
FLEX
DURALINE SMOOTH-COR FLEX TO
SMOOTH-COR FLEX COUPLER
DURALINE SMOOTH-COR FLEX TO HDPE,
PVC, THREADED GALVANIZED STEEL
A
24
"
S
U
G
G
.
DE
P
T
H
18
"
M
I
N
.
CO
V
E
R
8"
(E) GRADE (N) COMPACTED BACKFILL
DETECTABLE RED
WARNING TAPE
APPROVED BACKFILL
COMPACTED 95%
PVC CONDUIT (REFER TO
PLANS AND WIRE
SCHEDULE FOR ACTUAL
NUMBER AND LOCATION
OF CONDUITS).
E511.120 TRENCH - SOIL NON-TRAFFIC DETAIL RB
TRENCH THROUGH SOIL NON-TRAFFIC
NTSDE511.123 TRENCH - PAVEMENT TRAFFIC DETAIL RA
TRENCH THROUGH PAVEMENT TRAFFIC
NTS
30
"
S
U
G
G
.
D
E
P
T
H
24
"
M
I
N
.
CO
V
E
R
8"
(E) ASPHALT/CONCRETE
(N) FINISHED GRADE, REPAIR
CAP TO MATCH EXISTING.
RED WARNING TAPE
APPROVED BACKFILL
COMPACTED 95%
PVC CONDUIT (REFER TO
PLANS AND WIRE SCHEDULE
FOR ACTUAL NUMBER AND
LOCATION OF CONDUITS).
G
H NTS
12'
MAX.
(E) GRADE
(N) LIGHT POLE, FIELD
INSTALLED, DESIGNED BY OTHERS
(VERIFY DIMENSIONS IN FIELD) 80
LBS MAX.
POLE BASE PLATE DESIGNED BY
MANUFACTURER, INSTALLED BY
TESLA CONTRACTOR
4"
MAX.
POLE-MOUNTED ACCESS POINT
MOTION AND PHOTOCELL SENSOR
ARUBA ACCESS POINT (4 LBS)
(OR OPTIONAL JUNIPER ACCESS POINT)
OPTIONAL CRADLEPOINT ANTENNA (2
LBS)25 LBS MAX FOR EACH
LIGHT FIXTURE, FIELD
INSTALLED, DESIGNED BY
MANUFACTURER, INSTALLED
BY TESLA CONTRACTOR
LISTED CONNECTION
HANDHOLE
GROUNDIND LUG WELDED TO
INSIDE OF POLE AT HANDHOLE
CAT6
1" CONDUIT
W/ CAT6
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
DA
T
E
NO
.
RE
V
I
S
I
O
N
ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
.
1
0
.
2
6
A
20
2
5
C
O
D
E
&
O
V
E
R
A
L
L
P
L
A
N
03
.
2
3
.
2
6
B
BU
I
L
D
I
N
G
D
E
P
A
R
T
M
E
N
T
C
O
M
M
E
N
T
25
2
5
N
O
R
T
H
G
R
A
N
D
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
92
7
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ELECTRICAL
DETAILS
E-501
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:55 PM
JB-9275533-00
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C
A
16
S
U
P
E
R
C
H
A
R
G
E
R
S
E501.100 REBAR UFER GROUNDING DETAIL RC NTS
REBAR CAGE CONNECTED
BY REBAR TIES
CONCRETE
EQUIPMENT PAD
ATTACH GEC OR COMBINED
GEC/EGC TO 20' OF
CONTINUOUS OR SPLICED
REBAR USING LISTED REBAR
GROUNDING CONNECTOR
GEC OR COMBINED
GEC/EGC FROM GROUND
BAR IN EQUIPMENT
CONCRETE-ENCASED ELECTRODE FOR
CAST-IN-PLACE PADS ONLYB
G
TO ADDITIONAL
POSTS
GN
TO OTHER
SUPERCHARGER
CABINETS
(N) SUPERCHARGER
POST, TYP.
NTS
PSU GROUNDING DIAGRAM
·REFER TO ONE-LINE DIAGRAM FOR
SPECIFIC CIRCUIT IDENTIFIERS
BETWEEN EQUIPMENT.
·REFER TO AC & DC CIRCUIT
SCHEDULES FOR
NEUTRAL/GROUND SIZING PER
CIRCUIT.
NOTES LEGEND
IRREVERSIBLE SPLICE OR
CRIMP PER NEC 250.64(C)
NEC
250.52(A)-COMPLIANT
GROUNDING ELECTRODE
PRIMARY OR SECONDARY
COMMON TERMINAL, AS
APPLICABLE
G
TERMINAL ON NEUTRAL
OR GROUND BUSBAR
N
O
NEUTRAL BUSBAR
GROUND BUSBAR
(N) SUPERCHARGER
CABINET, TYP.
GECS TO BE
IRREVERSIBLY
CRIMPED TOGETHER
AT GROUNDING
ELECTRODE
(N) 3/0 CU GEC,
SEE DETAIL B.
(N) METAL
PSU SKID,
TYP.
GN
MAIN BONDING JUMPER
(FACTORY-INSTALLED)
TO UTILITY
TRANSFORMER
GROUNDED CONDUCTOR
(NEUTRAL) AND CONNECTIONS
PER UTILITY REQUIREMENTS
(N) MAIN SERVICE
EQUIPMENT
(N) EGC, TYP.
"AC-SPR"
(N) 6 AWG BARE
CU GEC
(N) EGC, TYP.
"DC-POST"
FACTORY WIRED
BREAKER SETTINGS
MAIN SWITCHBOARD "SB-1", 1600AF/1200AT MCB - LINCOLN E.
FRAME
FRAME AMPS 1,600
MFR SCHNEIDER ELECTRIC
TYPE MODEL MTZ
TRIP UNIT
SENSOR AMPS 1,600
PLUG AMPS 1,600
FUNCTIONS LSIG
TYPE/MODEL MTZ1-L1
TRIP UNIT
SETTINGS
(1200A TRIP)
LONG PICKUP lr (xln)1 (1600A)
LONG TIME tr(s) @ 6xlr 3.5s
SHORT PICKUP lsd (xlr)3(4800A)
SHORT TIME tsd(s)0.1(l^s T OFF)
INSTANTANEOUS PICKUP li (xln)3(4800A)
GROUND FAULT PICKUP Ig (xln)0.6(960A)
GROUND FAULT TIME tg (s)0.1(I^s T ON)
INST OR FIXED 15560A
A
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
DA
T
E
NO
.
RE
V
I
S
I
O
N
ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
.
1
0
.
2
6
A
20
2
5
C
O
D
E
&
O
V
E
R
A
L
L
P
L
A
N
03
.
2
3
.
2
6
B
BU
I
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D
I
N
G
D
E
P
A
R
T
M
E
N
T
C
O
M
M
E
N
T
25
2
5
N
O
R
T
H
G
R
A
N
D
A
V
E
N
U
E
SA
N
T
A
A
N
A
,
C
A
92
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,
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ELECTRICAL
DETAILS
E-502
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:55 PM
JB-9275533-00
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A
N
A
,
C
A
16
S
U
P
E
R
C
H
A
R
G
E
R
S
1"12"0
PROPRIETARY AND CONFIDENTIAL
ABCDEFGH
1
2
3
4
5
6
DA
T
E
NO
.
RE
V
I
S
I
O
N
ORIGINAL SIZE 24"X36"
SHEET SIZE ARCH "D"
3500 DEER CREEK RD.
PALO ALTO, CA 94304
(650) 681-5000
02
.
1
0
.
2
6
A
20
2
5
C
O
D
E
&
O
V
E
R
A
L
L
P
L
A
N
03
.
2
3
.
2
6
B
BU
I
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D
I
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G
D
E
P
A
R
T
M
E
N
T
C
O
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E
N
T
25
2
5
N
O
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T
H
G
R
A
N
D
A
V
E
N
U
E
SA
N
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A
A
N
A
,
C
A
92
7
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UTILITY
DESIGN PLAN
E-601
REV: B IFP
MCARMONADIAZPLOT DATE: 4/21/2026 2:55 PM
JB-9275533-00
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16
S
U
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C
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R
S
B
B
!
!
!
EN
G
I
N
E
E
R
I
N
G
D
E
S
I
G
N
S
U
R
V
E
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SITE
VICINITY MAP
SI
T
E
N
A
M
E
:
Sa
n
t
a
A
n
a
,
C
A
-
2
5
2
5
Gr
a
n
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A
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!
9047
LICENSED L A N D SURVEYOR
STATE OF C A L IFORNIA
MICHAEL E DAUST
RE
CITY OF SANTA ANA
PUBLIC WORKS AGENCY
20 Civic Center Plaza ● M-22
Santa Ana, California 92702 www.santa-ana.org
(714) 647-5659
May 2022 Page 1 of 2
PARKING LOT DEVELOPMENT PROJECTS
WATER QUALITY MANAGEMENT PLAN (WQMP) REQUIREMENTS
The purpose of this document is to assist property owners, developers, and project engineers with
determining whether a parking lot project is subject to WQMP requirements. All parking lot projects are
required to complete the WQMP checklist on page 2 of this document and submit it to the Public Works
Agency prior to issuance of any permits.
The City of Santa Ana owns and operates a Municipal Separate Storm Sewer System (MS4) and is
subject to the requirements of the North Orange County Municipal NPDES Permit (Order No. R8-2009-
0030, as amended by Order No. R8-2010-0062). The NPDES Permit is issued to the City by the Regional
Water Quality Control Board and contains various programs designed to protect water quality standards
and reduce pollutants discharged in urban stormwater runoff. One such program is the New
Development/Significant Redevelopment program, which requires the City to ensure that WQMPs are
prepared for priority development projects, such as:
Parking lots 5,000 square feet or more including associated drive aisle, and potentially exposed
to urban stormwater runoff. A parking lot is defined as a land area or facility for the temporary
parking or storage of motor vehicles used personally, for business, or for commerce.
All significant redevelopment projects, where significant redevelopment is defined as the
addition or replacement of 5,000 or more square feet of impervious surface on an already
developed site. Redevelopment does not include routine maintenance activities that are
conducted to maintain original line and grade, hydraulic capacity, original purpose of the
facility, or emergency redevelopment activity required to protect public health and safety.
Additional WQMP resources can be found below:
Model WQMP and Technical Guidance Document (TGD):
https://ocerws.ocpublicworks.com/service-areas/oc-environmental-resources/oc-watersheds/watershed-
programs/water-quality
City of Santa Ana Water Quality Ordinance (Chapter 18, Article IV of SAMC):
https://library.municode.com/ca/santa_ana/codes/code_of_ordinances?nodeId=PTIITHCO_CH18HESA_A
RTIVWAPO
City of Santa Ana Stormwater Program: https://www.santa-ana.org/stormwater-management/
Orange County Stormwater Program: https://h2oc.org/
For additional information, please contact the City’s NPDES Manager at (714) 647-5659.
CITY OF SANTA ANA
PUBLIC WORKS AGENCY
20 Civic Center Plaza ● M-22
Santa Ana, California 92702 www.santa-ana.org
(714) 647-5659
May 2022 Page 2 of 2
WATER QUALITY MANAGEMENT PLAN (WQMP) CHECKLIST
Project Title and Address:
Select the type of construction that applies to your parking lot project then follow the arrows to determine if the
project is subject to WQMP requirements. Submit the completed checklist to the Public Works Agency.
Construction of a
new parking lot
Addition or Redevelopment to
an existing parking lot
Enter surface area
(square-feet) of new
parking lot, including
drive aisles, exposed to
stormwater runoff in
Box 1 below.
sq-ft
Does the project result in the
addition of new impervious surface1
to the existing parking lot area
(i.e. increased parking area)?
Enter surface area (square-feet) of
parking lot addition, including
drive aisles, exposed to stormwater
runoff in Box 2 below.
Does the project consist of a “grind
and overlay” and/or “slurry seal”
treatment to the existing parking
lot surface?
sq-ft Is native soil2 being
exposed, surface
material changing (i.e.
asphalt to concrete), or
grade/drainage patterns
changing?
No WQMP
Required3
No WQMP
Required3
1
2
Enter surface area
(square-feet) of
redeveloped parking lot,
including drive aisles,
exposed to stormwater
runoff in Box 3 below.
sq-ft
3
1Impervious surface is a surface that prohibits stormwater infiltration into the ground
2Native soil is the soil below any existing engineered fill or base material
3Project is considered routine maintenance
If the sum of the values entered into Box 1, 2, and 3 is greater than or equal to 5,000
square-feet, the project is subject to WQMP requirements and will require a grading
permit. Public Works Agency – Development Engineering staff review and approve
WQMPs and grading plans. Grading permits may also be required for routine
maintenance projects, subject to the discretion of the Public Works Agency.
I certify that the above information is true and accurate to the best of my knowledge. I am aware that City
staff may conduct inspections of the project during construction and if staff determine the project is in fact
subject to WQMP requirements, a Stop Work Order and/or Administrative Citation(s) with Administrative
Fine(s) may be issued to the contractor and property owner, and a WQMP will be required for the project.
Yes No
Yes No
Yes
No
Checkbox
Checkbox
Signature: Print Name: Date:
Yes
2525 N Grand Ave, #MTR01
Aaron Wallen 5/14/26
N/A
N/A
N/A
EQUIPMENT CONCRETE PAD / ANCHORAGE
CALCULATIONS
PROJECT:
Tesla Supercharger - Santa Ana - Project # JB-9275533-00
2525 North Grand Avenu
Santa Ana, CA 9270
REPORT PREPARED FOR:
Tesla, Inc.
3500 Deer Creek Road
Palo Alto, CA 94304
510-647-6816
OWNER:
Tesla Supercharger - Santa Ana
2525 North Grand Avenue
Santa Ana, CA 92705
PROJECT DESIGNED BY:
Tesla, Inc.
3500 Deer Creek Road
Palo Alto, CA 94304
510-647-6816
1
ASCE Hazards Report
Address:
No Address at This Location
Standard:ASCE/SEI 7-22 Latitude:33.771093
Risk Category:II Longitude:-117.85117
Soil Class:D - Stiff Soil Elevation:182.16187516973102 ft
(NAVD 88)
Wind
Results:
Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
300-year MRI 89 Vmph
700-year MRI 95 Vmph
1,700-year MRI 102 Vmph
3,000-year MRI 106 Vmph
10,000-year MRI 115 Vmph
100,000-year MRI 133 Vmph
1,000,000-year MRI 151 Vmph
Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed: Thu Feb 12 2026
Page 1 of 5https://ascehazardtool.org/Thu Feb 12 2026
2
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service
Level wind speeds, all other wind speeds are Ultimate wind speeds.
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2.
Page 2 of 5https://ascehazardtool.org/Thu Feb 12 2026
3
PGA M : 0.66
SMS : 1.79
SM1 : 1.2
SDS : 1.19
SD1 : 0.8
T L : 8
SS : 1.51
S1 : 0.5
VS30 : 260
Seismic Design Category: D
Multi-Period Design Spectrum
S (g) vs T(s)a
Multi-Period MCE SpectrumR
S (g) vs T(s)a
Two-Period Design Spectrum
S (g) vs T(s)a
Two-Period MCE SpectrumR
S (g) vs T(s)a
Design Vertical Response Spectrum
Vertical ground motion data has not yet been made
available by USGS.
MCE Vertical Response SpectrumR
Vertical ground motion data has not yet been made
available by USGS.
Seismic
D - Stiff SoilSite Soil Class:
Results:
Page 3 of 5https://ascehazardtool.org/Thu Feb 12 2026
4
Data Accessed: Thu Feb 12 2026
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for
site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS.
Page 4 of 5https://ascehazardtool.org/Thu Feb 12 2026
5
The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any
kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or
has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable
sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or
quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,
relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
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damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
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provided by the ASCE Hazard Tool.
Page 5 of 5https://ascehazardtool.org/Thu Feb 12 2026
6
1. Lateral Loads Calculation for Equipment (2025 CBC)
1.1 Earthquake Load
Latitude =33.7711 Longitude =-117.8512
Soil Site Class =D
Seismic Use Group =II
From Spectrum Data: (from output of Seismic Design Parameters)
SS =1.51 g SMS =1.79 g SDS = 2/3 SMS =1.193 g
S1 =0.500 g SM1 =1.200 g SD1 = 2/3 SM1 =0.800 g
Seismic Design Category =D
=1.0 (ASCE 7, 12.3.4.1)
Seismic Design Force :(for Nonstructural Components)
Rpo =1.5 CAR =1.0 (ASCE 7, Table 13.6-1)
Ip =1.0 z/h =0.0 Ru =1.0
Supercharger_Cabinet_V4 Wp =2,420 lbs
Fp = [0.4 SDS Ip Wp ((1+2.5(z/h) / Ru) (CAR/Rpo)(ASCE 7, 13.3-1)
=770.1 lbs
Fp,MAX = 1.6 SDS Ip Wp Fp,MIN = 0.3 SDS Ip Wp
=4,620.6 lbs =866.4 lbs
Therefore Fp =866 lbs
Switchboard Wp =7,500 lbs
Fp = [0.4 SDS Ip Wp ((1+2.5(z/h) / Ru) (CAR/Rpo)(ASCE 7, 13.3-1)
=2,386.7 lbs
Fp,MAX = 1.6 SDS Ip Wp Fp,MIN = 0.3 SDS Ip Wp
=14,320.0 lbs =2685.0 lbs
Therefore Fp =2,685 lbs
Light Pole Wp =150 lbs
Fp = [0.4 SDS Ip Wp ((1+2.5(z/h) / Ru) (CAR/Rpo)(ASCE 7, 13.3-1)
=47.7 lbs
Fp,MAX = 1.6 SDS Ip Wp Fp,MIN = 0.3 SDS Ip Wp
=286.4 lbs =53.7 lbs
Therefore Fp =54 lbs
7
1.2 Wind Loads on Equipment (2025 CBC)
Basic Wind Speed =95 mph
Exposure =C
Mean Roof Height (h) =6.3 ft < 60 ft
Wind Loads on Other Structures (ASCE 7-10, 29.5 / ASCE 7-16 & 22, 29.4)
Supercharger_Cabinet_V4
W =4.6 ft D =3.9 ft
H =6.3 ft
Eff. Wind Area =28.8 ft2 24.3 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.30
qz = 0.00256 Kz Kzt Kd V2 (lb/ft2)
Kz = 2.01 (z/zg)2/
where z =15.00 ft
zg =900 ft
=9.5
Kz =0.85
Kzt = (1+K1K2K3)2
=1.0
Kd =0.9
Threfore, qz =17.7 psf
Threfore, p =19.5 psf
Wind Force W =560 lbs
8
Switchboard
W =11.2 ft D =4.2 ft
H =7.6 ft
Eff. Wind Area =84.7 ft2 31.6 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.30
qz = 0.00256 Kz Kzt Kd V2 (lb/ft2)
Kz = 2.01 (z/zg)2/
where z =15.00 ft
zg =900 ft
=9.5
Kz =0.85
Kzt = (1+K1K2K3)2
=1.0
Kd =0.9
Threfore, qz =17.7 psf
Threfore, p =19.5 psf
Wind Force W =1,650 lbs
9
Light Pole
W =0.3 ft D =0.3 ft
H =12.0 ft
Eff. Wind Area =4.0 ft2 4.0 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=2.07
qz = 0.00256 Kz Kzt Kd V2 (lb/ft2)
Kz = 2.01 (z/zg)2/
where z =15.00 ft
zg =900 ft
=9.5
Kz =0.85
Kzt = (1+K1K2K3)2
=1.0
Kd =0.9
Threfore, qz =17.7 psf
Threfore, p =31.0 psf
Wind Force W =124 lbs
=10 plf from 3 ft to 15 ft
10
Light Fixture
W =5.5 ft D =0.9 ft
H =0.4 ft
Eff. Wind Area =2.3 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.72
qz = 0.00256 Kz Kzt Kd V2 (lb/ft2)
Kz = 2.01 (z/zg)2/
where z =18.00 ft
zg =900 ft
=9.5
Kz =0.88
Kzt = (1+K1K2K3)2
=1.0
Kd =0.9
Threfore, qz =18.3 psf
Threfore, p =26.9 psf
Wind Force W =62 lbs at 15 ft
11
www.hilti.com
Hilti PROFIS Engineering 3.1.30
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
V4 Cabinet Anchorage
Page:
Specifier:
E-Mail:
Date:
1
Yoo Jin Kim
yokim@tesla.com
4/21/2026
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (3 1/4 ) hnom3
Item number: 2210262 KB-TZ2 1/2x5 1/2 SS304
Specification text: HILTI Æ 1/2 IN KWIK BOLT TZ2 - SS 304
WITH 3.75 IN NOMINAL EMBEDMENT
DEPTH PER ICC-ES ESR-4266 , HAMMER
DRILL BIT INSTALLATION PER MPII
Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in.
Material: AISI 304
Evaluation Service Report: ESR-4266
Issued I Valid: 12/1/2025 | 12/1/2027
Proof: Design Method ACI 318-19 / Mech
Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-19 Fig. R.17.7.2.1b)
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.
Anchor plateR : lx x ly x t = 3.000 in. x 3.000 in. x 0.500 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 10.000 in.
Installation: Hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: > No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d))
Shear load: yes (17.10.6.3 (c))
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, ft.lb]
12
www.hilti.com
Hilti PROFIS Engineering 3.1.30
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
V4 Cabinet Anchorage
Page:
Specifier:
E-Mail:
Date:
2
Yoo Jin Kim
yokim@tesla.com
4/21/2026
1.1 Design results
Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 843; Vx = 541; Vy = 162;
Mx = 0.000; My = 0.000; Mz = 0.000;
yes 43
13
www.hilti.com
Hilti PROFIS Engineering 3.1.30
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
V4 Cabinet Anchorage
Page:
Specifier:
E-Mail:
Date:
3
Yoo Jin Kim
yokim@tesla.com
4/21/2026
2 Proof I Utilization (Governing Cases)
Design values [lb]Utilization
Loading Proof Load Capacity bN / bV [%]Status
Tension Concrete Breakout Failure 843 1,999 43 / -OK
Shear Concrete edge failure in direction y+565 1,985 - / 29 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.422 0.284 5/3 37 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
14
www.hilti.com
Hilti PROFIS Engineering 3.1.30
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
V4 Cabinet Anchorage
Page:
Specifier:
E-Mail:
Date:
4
Yoo Jin Kim
yokim@tesla.com
4/21/2026
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.
15
Access Point / Cradle Poin
W =0.8 ft D =0.6 ft
H =0.7 ft
Eff. Wind Area =0.5 ft2 0.4 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=2.02
qz = 0.00256 Kz Kzt Kd V2 (lb/ft2)
Kz = 2.01 (z/zg)2/
where z =15.00 ft
zg =900 ft
=9.5
Kz =0.85
Kzt = (1+K1K2K3)2
=1.0
Kd =0.9
Threfore, qz =17.7 psf
Threfore, p =30.4 psf
Wind Force W =15 lbs at 15 ft
16
This output has been based on IBC 2024. The EOR has reviewed it and made any necessary revisions in order to conform to the 2025 CBC and its
relevant adoptions & amendments.
Pole Footing Embedded in Soil
LIC# : KW-06013540, Build:20.26.02.06 TESLA (c) ENERCALC, LLC 1982-2026
DESCRIPTION:Light Pole Pier - 12 ft
Project File: Santa Ana.ec6
Load Combinations Used : ASCE 7-22 / IBC 2024
Code References
Governing Code : IBC 2024 1807.3
General Information
Circula
24.0
200.0
1,500.0
No Lateral Restraint at Ground Surface
Pole Footing Shape
Pole Footing Diameter . . . . . . . . . in
llow Passive . . . . . . . . . . . . . . . .pcf
Max Passive . . . . . . . . . . . . . . . . .psf
Calculate Min. Depth for Allowable Pressures
+D+0.60WGoverning Load Combinatio
Lateral Load 0.1182
Moment 1.341 k-ft
Minimum Required Depth 3.250 ft
k
NO Ground Surface Restraint
Pressures at 1/3 Depth
ctual 211.806 psf
llowable 212.445 psf
Controlling Values
ft^2Footing Base Area 3.142
Maximum Soil Pressure 0.04775 ksf
k
k
k
0.150
k
k0.0150
Applied Loads
k
Lateral Concentrated Load (k)
D : Dead Load
L : Live
Lr : Roof Live
S : Snow
W : Wind
E : Earthquake
H : Lateral Earth
Load distance above
0.0620
15.0
k
k
k
k
k
k
k
ft
Lateral Distributed Loads (k
TOP of Load above ground surface
BOTTOM of Load above ground surface
0.010
15.0
3.0
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
ft15.50ground surface
ft14.50
Vertical Load (k)
k
Load Combination Results
Factor
Soil IncreaseForces @ Ground Surface
Load Combination
Required
Loads - (k) Moments - (ft-k) Depth - (ft)
Pressure at 1/3 Depth
Allow - (psf)Actual - (psf)
0.00.000 0.000D Only 0.13 1.0000.0
211.80.118 1.341+D+0.60W 3.25 1.000212.4
191.30.089 1.006+D+0.450W 2.88 1.000191.7
211.80.118 1.341+0.60D+0.60W 3.25 1.000212.4
0.00.000 0.000+0.60D 0.13 1.0000.0
17
1.3 Anchor Bolt Design
Supercharger_Cabinet_V4 2025 CBC
Wind=560 lbs SDC= D Hc =6.3 ft. COG =3.2 ft.
EQ*Ω=2,166 lbs Ω= 2.5 Dc =2.8 ft.Wc =3.5 ft.
DL =2,420 lbs
Load combination used for the design:
0.661 DL + 1.0 EQ
(0.9-0.2SDS) for EQ load combination
0.900 DL + 1.0 WL
1 V_EQ =2,166 lbs 1 V_EQ x 0.3=650 lbs (orthogonal direction)
Wp =0.661 DL
=1,600 lbs
MOT =V x COG MOT =V x COG
=6,836 lb-ft =2,051 lb-ft
MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc
=2,201 lb-ft =2,834 lb-ft
M =MOT - MR M =MOT - MR
=4,636 lb-ft =-783 lb-ft
1 V_WL =560 lbs 1 V_WL x 0.3=168 lbs (orthogonal direction)
Wp =0.9 DL
=2,178 lbs
MOT =V x COG MOT =V x COG
=1,769 lb-ft =531 lb-ft
MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc
=2,995 lb-ft =3,857 lb-ft
M =MOT - MR M =MOT - MR
=-1,226 lb-ft =-3,326 lb-ft
M_Worst =4,636 lb-ft =-783 lb-ft
Anchor Bolts for Supercharger_Cabinet_V4
Bolt Number =4
T (Tension on Bolt) = (M / Dc) / 2 bolts T (Tension on Bolt) = (M / Wc) / 2 bolts
=843 lbs. =0 lbs.
V (Shear on Bolt) = V / 4 bolts V (Shear on Bolt) = V / 4 bolts
=541 lbs. =162 lbs.
V
Wp
Hc
T
Dc
18
Switchboard 2025 CBC
Wind=1,650 lbs SDC= D Hc =7.6 ft. COG =3.8 ft.
EQ*Ω=6,713 lbs Ω= 2.5 Dc =2.4 ft.Wc =3.0 ft.
DL =7,500 lbs
Load combination used for the design:
0.661 DL + 1.0 EQ
(0.9-0.2SDS) for EQ load combination
0.900 DL + 1.0 WL
1 V_EQ =6,713 lbs 1 V_EQ x 0.3=2,014 lbs (orthogonal direction)
Wp =0.661 DL
=4,960 lbs
MOT =V x COG MOT =V x COG
=25,452 lb-ft =7,635 lb-ft
MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc
=5,993 lb-ft =7,440 lb-ft
M =MOT - MR M =MOT - MR
=19,458 lb-ft =195 lb-ft
1 V_WL =1,650 lbs 1 V_WL x 0.3=495 lbs (orthogonal direction)
Wp =0.9 DL
=6,750 lbs
MOT =V x COG MOT =V x COG
=6,255 lb-ft =1,877 lb-ft
MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc
=8,156 lb-ft =10,125 lb-ft
M =MOT - MR M =MOT - MR
=-1,901 lb-ft =-8,248 lb-ft
M_Worst =19,458 lb-ft =195 lb-ft
Anchor Bolts for Switchboard
Bolt Number =18
T (Tension on Bolt) = (M / Dc) / 9 bolts T (Tension on Bolt) = (M / Wc) / 9 bolts
=895 lbs. =7 lbs.
V (Shear on Bolt) = V / 18 bolts V (Shear on Bolt) = V / 18 bolts
=373 lbs. =112 lbs.
V
Wp
Hc
T
Dc
19
www.hilti.com
Hilti PROFIS Engineering 3.1.26
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Switchboard Anchorage
Page:
Specifier:
E-Mail:
Date:
1
Yoo Jin Kim
yokim@tesla.com
2/12/2026
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (3 1/4 ) hnom3
Item number: 2210262 KB-TZ2 1/2x5 1/2 SS304
Specification text: Hilti Æ 1/2 in Kwik Bolt TZ2 - SS 304 with 3.75
in nominal embedment depth per ICC-ES
ESR-4266 , Hammer drill bit installation per
MPII
Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in.
Material: AISI 304
Evaluation Service Report: ESR-4266
Issued I Valid: 10/1/2024 | 12/1/2025
Proof: Design Method ACI 318-19 / Mech
Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-19 Fig. R.17.7.2.1b)
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.
Anchor plateR : lx x ly x t = 3.000 in. x 3.000 in. x 0.500 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 10.000 in.
Installation: Hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: > No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d))
Shear load: yes (17.10.6.3 (c))
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, ft.lb]
20
www.hilti.com
Hilti PROFIS Engineering 3.1.26
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Switchboard Anchorage
Page:
Specifier:
E-Mail:
Date:
2
Yoo Jin Kim
yokim@tesla.com
2/12/2026
1.1 Design results
Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 902; Vx = 373; Vy = 112;
Mx = 0.000; My = 0.000; Mz = 0.000;
yes 38
21
www.hilti.com
Hilti PROFIS Engineering 3.1.26
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Switchboard Anchorage
Page:
Specifier:
E-Mail:
Date:
3
Yoo Jin Kim
yokim@tesla.com
2/12/2026
2 Proof I Utilization (Governing Cases)
Design values [lb]Utilization
Loading Proof Load Capacity bN / bV [%]Status
Tension Concrete Breakout Failure 902 2,428 38 / -OK
Shear Concrete edge failure in direction y+389 2,666 - / 15 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.372 0.146 5/3 24 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
22
www.hilti.com
Hilti PROFIS Engineering 3.1.26
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Switchboard Anchorage
Page:
Specifier:
E-Mail:
Date:
4
Yoo Jin Kim
yokim@tesla.com
2/12/2026
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.
23
2. Equipment Concrete Pad Design (2025 CBC)
Supercharger_Cabinet_V
Material Properties:
fc' =2.5 ksi (= Concrete Compressive Stress)
c =150 pcf (= Concrete Unit Weight)
Concrete Pad Dimension:
B =4.8 ft
L =5.6 ft
t = 0.83 ft 10"pad
s =0.0 ft, Eccentricity
A = 27.0 ft2
Wc = 3,373 lbs
Stability Check :(in Short Direction)
Equipment Weight, We =2,420 lbs 0.7EQ = 606 lbs COG = 4.0
Total Vertical Load, Q = 5,793 lbs 0.6WL = 336 lbs
Seismic:MR =0.6Wcx(B/2)+0.6(We-0.14SdsWe)x(B/2-s)MOT =0.7 x V x COG
=7.4 kips-ft =2.4 kips-ft
FS =MR/ MOT
=3.1 > 1.0 (O.K)
Wind:MR =0.6Wc x (B/2) + 0.6We x (B/2-s)MOT =0.6 x V x COG
=8.4 kips-ft =1.3 kips-ft
FS =MR/ MOT
=6.3 > 1.0 (O.K)
Bearing Pressure Check:
qallow =1,500 psf
e =MOT / Q =0.4 ft < B/6
qmax =Q/A (1+6e/B)qmin =Q/A (1-6e/B)
=326 psf =103 psf
qmax =326 psf < 1,500 psf (O.K)
Sliding Check :
Vmax=606 lbs f =0.35
Vresisting=0.6Q x f
=1,217 lbs >606 lbs (O.K)
As min. Check :min =0.0018 (for fy = 60 ksi)
try #5 @ 16 inch O.C.
As,req =0.29 in < As =0.31 in (O.K)
L
B
t
24
(2025 CBC)
Switchboard
Material Properties:
fc' =2.5 ksi (= Concrete Compressive Stress)
c =150 pcf (= Concrete Unit Weight)
Concrete Pad Dimension:
B =5.2 ft
L =12.2 ft
t = 0.83 ft 10"pad
s =0.0 ft, Eccentricity
A = 62.9 ft2
Wc = 7,858 lbs
Stability Check :(in Short Direction)
Equipment Weight, We =7,500 lbs 0.7EQ = 1,880 lbs COG = 4.6
Total Vertical Load, Q = 15,358 lbs 0.6WL = 990 lbs
Seismic:MR =0.6Wcx(B/2)+0.6(We-0.14SdsWe)x(B/2-s)MOT =0.7 x V x COG
=20.6 kips-ft =8.7 kips-ft
FS =MR/ MOT
=2.4 > 1.0 (O.K)
Wind:MR =0.6Wc x (B/2) + 0.6We x (B/2-s)MOT =0.6 x V x COG
=23.8 kips-ft =4.6 kips-ft
FS =MR/ MOT
=5.2 > 1.0 (O.K)
Bearing Pressure Check:
qallow =1,500 psf
e =MOT / Q =0.6 ft < B/6
qmax =Q/A (1+6e/B)qmin =Q/A (1-6e/B)
=405 psf =84 psf
qmax =405 psf < 1,500 psf (O.K)
Sliding Check :
Vmax=1,880 lbs f =0.35
Vresisting=0.6Q x f
=3,225 lbs >1,880 lbs (O.K)
As min. Check :min =0.0018 (for fy = 60 ksi)
try #5 @ 16 inch O.C.
As,req =0.29 in < As =0.31 in (O.K)
L
B
t
25
STRUCTURAL DESIGN OF TESLA STEEL
SKID FOUNDATIONS
PROJECT:
PRE-ASSEMBLED SUPERCHARGER
FOLDING UNIT - P.S.F.U. - FOLDED
POSITION
REPORT PREPARED FOR:
Tesla, Inc.
3500 Deer Creek Road
Palo Alto, CA 94304
510-647-6816
PROJECT DESIGNED BY:
Tesla, Inc.
3500 Deer Creek Road
Palo Alto, CA 94304
510-647-6816
26
Design Summary
Design Criteria
Code References
International Building Code 2015 / 2018 / 2021 / 2024
California Building Code 2025
ASCE 7-10 / ASCE 7-16 / ASCE 7-22
AISC 360 - 19
Wind Load Design Parameters
Risk Category II
Basic Wind Speed V =113 mph (3-second gust)
Exposure C
Seismic Design Parameters
Risk Category II
Importance Factor, I 1.0
Soil Properties
Allowable Bearing Pressure 1,500 psf
Allowable Lateral Bearing Pressure 200 psf/ft
Structural Steel
Strength (fy)50 ksi
designed to withstand both wind and seismic loading. Overall strength and stability of the foundation and anchorage checks
27
1. Lateral Loads Calculation for Equipment (IBC2018/2021/2024, CBC2025)
1.1 Earthquake Load
Soil Site Class =D
Seismic Use Group =II
SDS =2.50 g
Seismic Design Category =D
ρ =1.0 (ASCE 7, 12.3.4.1)
Seismic Design Force :
2.5 ap 1.0 (ASCE 7, Table 13.6-1)
p 1.0 z/h =0.0
Supercharger_Cabinet_V4 2,240 lbs
=896.0 lbs
p,MAX DS p p p,MIN DS p p
=8,960.0 lbs =1680.0 lbs
Therefore 1,680 lbs
Supercharger_Post_V4 198 lbs
=79.2 lbs
=792.0 lbs =148.5 lbs
Therefore 149 lbs
Skid at V4 Cabinet 1,000 lbs
=400.0 lbs
=4,000.0 lbs =750.0 lbs
Therefore 750 lbs
2,850 lbs
=1,140.0 lbs
=11,400.0 lbs =2137.5 lbs
Therefore 2,138 lbs
+ foldable)
28
Light Pole W p 100 lbs
=40.0 lbs
=400.0 lbs =75.0 lbs
Therefore 75 lbs
Light Fixture 50 lbs
=20.0 lbs
=200.0 lbs =37.5 lbs
Therefore 38 lbs
29
1.2 Wind Loads on Equipment (IBC2018/2021/2024, CBC2025)
Basic Wind Speed =113 mph
Exposure =C
Mean Roof Height (h) =6.3 ft <60 ft
Wind Loads on Other Structures (ASCE 7-10, 29.5 / ASCE 7-16 & 22, 29.4)
Supercharger_Cabinet_V4
W =4.7 ft D =3.6 ft
H =6.3 ft
Eff. Wind Area =29.5 ft2 22.6 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.31
α
15.00 ft
900 ft
α =9.5
0.85
=1.0
0.9
Threfore, 25.0 psf
Threfore, 27.9 psf
Wind Force W =821 lbs
530
Supercharger_Post_V4
W =2.2 ft D =1.0 ft
6.4 ft
Eff. Wind Area =14.3 ft2 6.3 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.18
α
15.00 ft
900 ft
α =9.5
0.85
1.0
0.95
Threfore, 26.4 psf
Threfore, 26.5 psf
378 lbs
631
Skid at V4 Cabinet
W =6.2 ft D =4.3 ft
H =0.8 ft
5.2 ft2 3.5 ft2
(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.29
α
15.00 ft
900 ft
α =9.5
0.85
=1.0
Kd =0.9
Threfore, 25.0 psf
Threfore, 27.3 psf
141 lbs
732
Skid at folded wings (fixed + foldable)
W =14.8 ft D =4.3 ft
H =0.8 ft
12.4 ft2 3.5 ft2
(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.29
α
15.00 ft
900 ft
α =9.5
0.85
=1.0
Kd =0.9
Threfore, 25.0 psf
Threfore, 27.3 psf
338 lbs
833
1.3 Anchor Bolt Design
Supercharger_Cabinet_V4 (IBC2018/2021/2024, CBC2025)
Wind=821 lbs SDC=D
EQ*Ω=1,680 lbs Ω=1
Ve=1,680 lbs Vw=821 lbs
c 6.3 ft.COG =3.58 ft.
3.3 ft.W c =4.17 ft.
896 lbs =2,016 lbs
OT e OT w
6,006 lb-ft =2,937 lb-ft
R p c R
1,463 lb-ft =3,293 lb-ft
M =
=4,543 lb-ft =-356 lb-ft
V x 0.3= 504 lbs
M x 0.3=-65 lbs
Anchor Bolts for Supercharger_Cabinet_V4
4
T (Tension on Bolt) =(M / Dc) / 2 bolts T (Tension on Bolt) =(M / Wc) / 2 bolts
=695 lbs.=0 lbs.
V (Shear on Bolt) =V / 4 bolts V (Shear on Bolt) =V / 4 bolts
=420 lbs.=126 lbs.
bolt nom.
nt
nv nt
Use (4) 5/8" diam. A307 thru bolts or better.
apply
Hc
34
Supercharger_Post_V4 (IBC2018/2021/2024, CBC2025)
Wind=378 lbs SDC=D
EQ*Ω=149 lbs Ω=1
Ve=149 lbs Vw=378 lbs
c 6.4 ft.COG =3.61 ft.
0.4 ft.W c =1.67 ft.
79 lbs =178 lbs
OT e OT w
536 lb-ft =1,363 lb-ft
R p c R p
16 lb-ft =35 lb-ft
M =
=520 lb-ft =1,328 lb-ft
V x 0.3= 113 lbs
M x 0.3=260 lbs
Anchor Bolts for Supercharger_Post_V4
4
T (Tension on Bolt) =(M / Dc) / 2 bolts T (Tension on Bolt) =(M / Wc) / 2 bolts
=1,686 lbs.=78 lbs.
V (Shear on Bolt) =V / 4 bolts V (Shear on Bolt) =V / 4 bolts
=94 lbs.=28 lbs.
bolt nom.
nt
nv nt
Use (4) 5/8" diam. A307 thru bolts or better.
apply
VHc
1035
Light Pole
W =0.33 ft D =0.33 ft
12.0 ft
Eff. Wind Area =4.0 ft2 4.0 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22,
=1.77
α
15.00 ft
900 ft
α =9.5
0.85
1.0
0.9
Threfore, 25.0 psf
Threfore, 37.5 psf
150 lbs
=13 plf
Moment =900 lbs-ft
16 & 22, 29.4-1)
Fig. 29.4-1)
36
Light Fixture
W =2.7 ft D =0.7 ft
H =0.4 ft
1.1 ft2
(ASCE 7-10, 29.5-1
0.85
(ASCE 7-10, Fig. 29.5-1 /
=1.73
α
22.00 ft
900 ft
α =9.5
0.92
=1.0
Kd =0.9
Threfore, 27.1 psf
Threfore, 39.8 psf
45 lbs
Moment =539 lbs-ft
Tu = 2,641 lbs.
Vu = 195 lbs.
9.25 in
Use (4) 5/8" diam. A307 thru bolts or better.
apply
/ ASCE 7-16 & 22, 29.4-1)
ASCE 7-16 & 22, Fig. 29.4-1)
O.K O.K.
37
2. Equipment Concrete Pad Design
Supercharger_Cabinet_V4 1 # of units Other Misc. Equipment - Light Pole 2 # of units
Supercharger_Post_V4 8 # of units DL=300.0 lbs
Skid at V4 Cabinet 1 # of units EL=225.0 lbs
Skid at folded wings (fixed + foldable)2 # of units WL=389.9 lbs
Height=12 ft
Passive =200 psf/ft
Material Properties:
γ =0 ballast unit weight, pcf. Enter "0" if no ballast is used
γ =0 concrete unit weight, pcf. Enter "0" if no concrete used
Ballast Dimensions:
ballast 4.25 ft, ballasting width
ballast 35.85 ft, ballasting length
74 % of interior used for ballasting
0 lbs
B =0 ft, concrete pad width, Enter "0" if no pad
L =0 ft, concrete pad length, Enter "0" if no pad
0.83 ft, skid thickness
concrete 0.00 ft, concrete pad thickness, Enter "0" if no pad
s =0.0 ft - skid C.L. to equip. C.L.
s1 =0.0 ft - pad C.L. to skid. C.L., Enter "0" if no pad
A =0.0
0 lbs
0.500 ft (in Short Direction)
Stability Check :
Equipment Weight =10,824 lbs
Total Vertical Load, Q =10,824 lbs 2.74 lbs -------->12.4 kips-ft
20.7 kips-ft
0.00 kips-ft
0.27 kips-ft
R (Total) seismic 21.0 kips-ft 1.91 >1.0
15.4 kips-ft
R (ftg.) 0.67D 0.0 kips-ft
R (passive.)0.67D 0.20 kips-ft
15.6 kips-ft 1.26 >1.0
Sliding Check :f = 0.30 - friction coeff.
2.9 kips
R (passive) 0.9D 0.8 kips
3.7 kips 1.02 >1.0
R (friction) 0.67D 2.2 kips
R (passive) 0.67D 0.6 kips
2.8 kips 1.01 >1.0
0.67 x Weq x (B/2-s)=
Combined Pad - Yes (IBC2018/2021/2024, CBC2025)
0.9 x Weq x (B/2-s)=
0.9 x Wc x B/2 =
Skid. depth below soil =
FS = MR/ MOT (0.7EQ) =
(O.K)
(O.K)
(O.K)
FS = MR/ MOT (0.6W) =
FS = V / V =
FS = VR/ V0.6W =
(O.K)
L
38
Bearing Pressure Check:
qallow =1500 psf 0.00 kips-ft
12.4 kips-ft B=4.3 ft.
L=35.9 ft.
OT
205 psf =0 psf
205 psf <1,500 psf (O.K)
0.6V (wind) x COG=
39
STRUCTURAL DESIGN OF TESLA PRECAST
FOUNDATIONS
PROJECT:
Supercharger Post - V4
on PLP Foundation
REPORT PREPARED FOR:
Tesla, Inc.
3500 Deer Creek Road
Palo Alto, CA 94304
510-647-6816
PROJECT DESIGNED BY:
Tesla, Inc.
3500 Deer Creek Road
Palo Alto, CA 94304
510-647-6816
40
Design Summary
Design Criteria
Code References
International Building Code 2015 / 2018 / 2021 / 2024
California Building Code 2022 / 2025
ASCE 7-10 / ASCE 7-16 / ASCE 7-22
ACI 318-14 / ACI 318-19
Wind Load Design Parameters
Risk Category II
Basic Wind Speed V = 170 mph (3-second gust)
Exposure C
Seismic Design Parameters
Risk Category II
Importance Factor, I 1.0
SDS 3.000
Soil Properties
Allowable Bearing Pressure 1,500 psf
Allowable Lateral Bearing Pressure 300 psf/ft (compacted gravel)
Backfill Weight (Compacted)150 pcf
This calculation report is for the design of precast foundations by PLP for Supercharger Post - V4. The foundations were
designed to withstand both wind and seismic loading. Overall strength and stability of the foundation and anchorage checks
have been completed.
41
1. Lateral Loads Calculation for Equipment (2021 / 2024 IBC)
1.1 Earthquake Load
Soil Site Class =D
Seismic Use Group =II
From Spectrum Data:
SDS =3.000 g
Seismic Design Category =E
=1.0 (ASCE 7, 12.3.4.1)
Seismic Design Force :(for Nonstructural Components)
R =2.5 ap =1.0 (ASCE 7, Table 13.6-1)
Ip =1.0 z/h =0.0
Supercharger_Post_V4 Wp =198 lbs
Fp = [0.4 ap SDS Wp / (Rp/Ip)] x (1+2(z/h))(ASCE 7, 13.3-1)
=95.0 lbs
Fp,MAX = 1.6 SDS Ip Wp Fp,MIN = 0.3 SDS Ip Wp
=950.4 lbs =178.2 lbs
Therefore Fp =178 lbs
42
1.2 Wind Loads on Equipment (2021 / 2024 IBC)
Basic Wind Speed =170 mph
Exposure =C
Mean Roof Height (h) =6.4 ft < 60 ft
Wind Loads on Other Structures (ASCE 7-10, 29.5 / ASCE 7-16 & 22, 29.4)
Supercharger_Post_V4
W =2.2 ft D =1.0 ft
H =6.4 ft
Eff. Wind Area =14.3 ft2 6.3 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.39
qz = 0.00256 Kz Kzt Kd V2 I (lb/ft2)
Kz = 2.01 (z/zg)2/
where z =15.00 ft
zg =900 ft
=9.5
Kz =0.85
Kzt = (1+K1K2K3)2
=1.0
Kd =0.9
Threfore, qz =56.5 psf
Threfore, p =66.8 psf
Wind Force W =953 lbs > EQ =178 lbs
43
1.3 Anchor Bolt Design
Supercharger_Post_V4 2021 / 2024 IBC
Wind=953 SDC= E
EQ*Ω*Ip AB=178 Ω= 1
Ip AB= 1.00
Load combination used for the design:
0.9 DL + 1.0 W
(0.9-0.2SDS) if EQ Governs
1 V =953 lbs 1 V x 0.3=286 lbs (orthogonal direction)
Hc =6.4 ft. COG =3.2 ft.
Dc =0.4 ft.Wc =1.7 ft.
Wp =0.9 DL
=178 lbs
MOT =V x COG MOT =V x COG
=3,041 lb-ft =912 lb-ft
MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc
=35 lb-ft =149 lb-ft
M =MOT - MR M =MOT - MR
=3,006 lb-ft =763 lb-ft
Anchor Bolts for Supercharger_Post_V4
Bolt Number =4 Dia. of Bolt =5/8 inch / A307 or better
T (Tension on Bolt) = (M / Dc) / 2 bolts T (Tension on Bolt) = (M / Wc) / 2 bolts
=3,818 lbs. =228 lbs.
V (Shear on Bolt) = V / 4 bolts V (Shear on Bolt) = V / 4 bolts
=238 lbs. =71 lbs.
Max T =4,046 lbs. Max V =249 lbs.
Fnv =24.0 ksi.Fnt =45.0 ksi.=0.75
A = r2 =0.307 in2
fv =V / A =0.81 ksi. < Fv=18.0 ksi. (O.K.)
ft =T / A =13.19 ksi. < Ft =33.8 ksi. (O.K.)
V
Wp
Hc
T
Dc
44
2. Foundation Check (2021 / 2024 IBC)
Supercharger_Post_V4
Material Properties:
Wf = 244.0 lbs (from manufacturer's drawing)
g =150 pcf for backfill soil plat =300 psf/ft
Foundation Dimension:
(top 3" ignored)
P
634.4 psf
Section Modulus, S = 12,035 in3
= 6.965 ft
Passive Pressure:
P = (0+634.375 psf)/2 x 38.61 in x 22.38 in = 1903.3 lbs
P_lat = 1903.3 lbs
Resisting Moment from Lateral Pressure:
M = 1903.3 lbs x 1.865 ft /3 1183.2 lb-ft
M_lat = 1183.2 lb-ft
45
Stability Check :
Equipment Weight, We = 198 lbs Eccentricity, s = 0.78 ft
Precast Foundation Weight = 244 lbs Back Fill Inside = 2,285 lbs
Wc = 2,529 lbs (60% filled)
Total Vertical Load, Q = 2,727 lbs
MR =0.6(Wc x (B/2) + We x (B/2-s) + M_lat) B =3.22 ft
=3.25 kips-ft
Lateral Loads = 572 lbs (service level)
COG = 5.3 ft
MOT =3.19 kips-ft including moment due to eccentricity
FS =MR/ MOT
=1.02 > 1.0 (O.K)
Bearing Pressure Check:
qallow =1,500 psf
A =12.988 ft2
Section Modulus, S = 6.965 ft3
qmax = Q/A +MOT/S
=668 psf < 1,500 psf (O.K)
Sliding Check :
Vmax=572 lbs f =0.35
Vresisting=0.6(Q x f +P_lat)
=1,715 lbs >572 lbs (O.K)
46
A B C D E F
1
2
3
4
5
A B C D
1
2
3
4
FILENAME: LEVEL3-ASSEMBLY
5
C
V
E
CLEVELAND, OHIO 44143
+1 440 461 5200
PLP.COM
38.61
37.32
48.44
47.14
25.38 UNITS
DO NOT SCALE
THIRD ANGLE PROJECTION
TOLERANCES
UNLESS NOTED .xx .01
.xxx .005
x/xx 1/32
ANGLES 2
CONFIDENTIAL
THIS DRAWING IS THE EXCLUSIVE PROPERTY OF (PREFORMED
LINE PRODUCTS COMPANY) AND IS TO BE USED ONLY WITH
THE PRIOR EXPRESSED PERMISSION OF PLP
PRODUCTION DRAWING TITLE
DRWN: DATE:PART NUMBER DRAWING NUMBER
5600039 560-0039APVD:DATE:
APVD:DATE: SCALE SHEET No ORIGIN REV
0.09 : 1.00 1 OF 1 C
QUALITY PLAN
QTY.LABEL
0 CRITICALDIMENSION
0 VISUALINSPECTION
REV REV DATE DRWN APVD APVD CHANGENUMBER DESCRIPTION
LIST OF GAGES AND IDs
A - DEDICATED/SPECIAL GAGING METHOD PER NOTESB - PD: THREADED PLUG GAGE(S) MIN : GO/NO-GO PIN GAGESD - PD: THREADED RING GAGE(S) MAJ : MICROMETERE - PITCH MICROMETERF - CMM / OPTICAL CMMG - OPTICAL COMPARATORH - MICROMETERJ - BEST FIT PIN GAGES AND CALIPERK - GO / NO-GO PIN GAGESL - HEIGHT GAGE / SURFACE PLATEM - CALIPERN - TAPE MEASURE
IN CASE OF DISPUTE BETWEEN THE SUPPLIER AND PURCHASER, THESE GAGES ARE TO BE USED AS THE REFEREE METHOD. GAGES ARE LISTED IN ORDER OFGAGING RANKING, WITH "A" BEING THEHIGHEST RANKED GAGE. ANY APPLICABLE GAGE OF HIGHERRANKING MAY BE USED IN PLACE OFTHE SPECIFIED GAGE, IF SO DESIRED.
SCALE 0.070
47
STRUCTURAL DESIGN OF TESLA CAST-IN-
PLACE FOUNDATIONS
PROJECT:
SUPERCHARGER CHARGE POS
V3 & V4 DUAL - TWO POSTS
REPORT PREPARED FOR:
Tesla, Inc.
3500 Deer Creek Road
Palo Alto, CA 94304
510-647-6816
PROJECT DESIGNED BY:
Tesla, Inc.
3500 Deer Creek Road
Palo Alto, CA 94304
510-647-6816
48
Design Summary
Design Criteria
Code References
International Building Code 2015 / 2018 / 2021 / 2024
California Building Code 2025
ASCE 7-10 / ASCE 7-16 / ASCE 7-22
ACI 318-14 / ACI 318-19
Wind Load Design Parameters
Risk Category II
Basic Wind Speed V = 108 mph (3-second gust)
Exposure C
Seismic Design Parameters
Risk Category II
Importance Factor, I 1.0
SDS 3.000
Soil Properties
Allowable Bearing Pressure 1,500 psf
Allowable Lateral Bearing Pressure 100 psf/ft
Reinforced Concrete
Strength (fc')2,500 psi
This calculation report is for the design of CIP foundations for the Tesla Supercharger Charge Post - V3 and V4 Dual with
Two Posts. The foundations were designed to withstand both wind and seismic loading. Overall strength and stability of the
foundation and anchorage checks have been completed.
49
1. Lateral Loads Calculation for Equipment (2024 IBC)
1.1 Earthquake Load
Soil Site Class =D
Seismic Use Group =II
From Spectrum Data:
SDS =3.000 g
Seismic Design Category =E
=1.0 (ASCE 7, 12.3.4.1)
Seismic Design Force :(for Nonstructural Components)
R =2.5 ap =1.0 (ASCE 7, Table 13.6-1)
Ip =1.0 z/h =0.0
Supercharger_Post_V4 Wp =198 lbs
Fp = [0.4 ap SDS Wp / (Rp/Ip)] x (1+2(z/h))(ASCE 7, 13.3-1)
=95.0 lbs
Fp,MAX = 1.6 SDS Ip Wp Fp,MIN = 0.3 SDS Ip Wp
=950.4 lbs =178.2 lbs
Therefore Fp =178 lbs
Supercharger_Post_V3 Wp =140 lbs
Fp = [0.4 ap SDS Wp / (Rp/Ip)] x (1+2(z/h))(ASCE 7, 13.3-1)
=67.2 lbs
Fp,MAX = 1.6 SDS Ip Wp Fp,MIN = 0.3 SDS Ip Wp
=672.0 lbs =126.0 lbs
Therefore Fp =126 lbs
EV Sign Wp =20 lbs
Fp = [0.4 ap SDS Wp / (Rp/Ip)] x (1+2(z/h))(ASCE 7, 13.3-1)
=9.6 lbs
Fp,MAX = 1.6 SDS Ip Wp Fp,MIN = 0.3 SDS Ip Wp
=96.0 lbs =18.0 lbs
Therefore Fp =18 lbs
50
1.2 Wind Loads on Equipment (2024 IBC)
Basic Wind Speed =108 mph
Exposure =C
Mean Roof Height (h) =6.4 ft < 60 ft
Wind Loads on Other Structures (ASCE 7-10, 29.5 / ASCE 7-16 & 22, 29.4)
Supercharger_Post_V4
W =2.2 ft D =1.0 ft
H =6.4 ft
Eff. Wind Area =14.3 ft2 6.3 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.39
qz = 0.00256 Kz Kzt Kd V2 I (lb/ft2)
Kz = 2.01 (z/zg)2/
where z =15.00 ft
zg =900 ft
=9.5
Kz =0.85
Kzt = (1+K1K2K3)2
=1.0
Kd =0.9
Threfore, qz =22.8 psf
Threfore, p =27.0 psf
Wind Force W =385 lbs > EQ =178 lbs
51
Supercharger_Post_V3
W =2.7 ft D =0.8 ft Empty Area =5.6 ft2
H =5.5 ft
Eff. Wind Area =9.1 ft2 4.5 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=1.40
qz = 0.00256 Kz Kzt Kd V2 I (lb/ft2)
Kz = 2.01 (z/zg)2/
where z =15.00 ft
zg =900 ft
=9.5
Kz =0.85
Kzt = (1+K1K2K3)2
=1.0
Kd =0.9
Threfore, qz =22.8 psf
Threfore, p =27.1 psf
Wind Force W =246 lbs > EQ =126 lbs
52
EV Sign
W =1.0 ft D =0.02 ft
H =1.5 ft
Eff. Wind Area =1.5 ft2 0.03 ft2
p =qzGCf (lb/ft2)(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1)
where, G =0.85
where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1)
=2.00
qz = 0.00256 Kz Kzt Kd V2 I (lb/ft2)
Kz = 2.01 (z/zg)2/
where z =15.00 ft
zg =900 ft
=9.5
Kz =0.85
Kzt = (1+K1K2K3)2
=1.0
Kd =0.9
Threfore, qz =22.8 psf
Threfore, p =38.8 psf
Wind Force W =58 lbs at 5.5 ft height
53
1.3 Anchor Bolt Design
Supercharger_Post_V4 2024 IBC
Wind=385 SDC= E
EQ*Ω*Ip AB=446 Ω= 2.5
Ip AB= 1.00
Load combination used for the design:
0.3 DL + 1.0 EQ
(0.9-0.2SDS) if EQ Governs
1 V =446 lbs 1 V x 0.3=134 lbs (orthogonal direction)
Hc =6.4 ft. COG =2.8 ft.
Dc =0.4 ft.Wc =1.7 ft.
Wp =0.3 DL
=59 lbs
MOT =V x COG MOT =V x COG
=1,264 lb-ft =379 lb-ft
MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc
=12 lb-ft =50 lb-ft
M =MOT - MR M =MOT - MR
=1,253 lb-ft =330 lb-ft
Anchor Bolts for Supercharger_Post_V4
Bolt Number =4
T (Tension on Bolt) = (M / Dc) / 2 bolts T (Tension on Bolt) = (M / Wc) / 2 bolts
=1,591 lbs. =98 lbs.
V (Shear on Bolt) = V / 4 bolts V (Shear on Bolt) = V / 4 bolts
=111 lbs. =33 lbs.
V
Wp
Hc
T
Dc
54
Supercharger_Post_V3 2024 IBC
Wind=246 SDC= E
EQ*Ω*Ip AB=315 Ω= 2.5
Ip AB= 1.00
Load combination used for the design:
0.3 DL + 1.0 EQ
(0.9-0.2SDS) if EQ Governs
1 V =315 lbs 1 V x 0.3=95 lbs (orthogonal direction)
Hc =5.5 ft. COG =2.8 ft.
Dc =0.4 ft.Wc =1.7 ft.
Wp =0.3 DL
=42 lbs
MOT =V x COG MOT =V x COG
=872 lb-ft =261 lb-ft
MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc
=8 lb-ft =35 lb-ft
M =MOT - MR M =MOT - MR
=863 lb-ft =226 lb-ft
Anchor Bolts for Supercharger_Post_V3
Bolt Number =4
T (Tension on Bolt) = (M / Dc) / 2 bolts T (Tension on Bolt) = (M / Wc) / 2 bolts
=1,096 lbs. =68 lbs.
V (Shear on Bolt) = V / 4 bolts V (Shear on Bolt) = V / 4 bolts
=79 lbs. =24 lbs.
V
Wp
Hc
T
Dc
55
www.hilti.com
Hilti PROFIS Engineering 3.0.80
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Charging Post Anchorage - CIP-One
Page:
Specifier:
E-Mail:
Date:
1
Yoo Jin Kim
yokim@tesla.com
9/26/2022
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (3 1/4 ) hnom3
Item number: 2210261 KB-TZ2 1/2x4 1/2 SS304
Effective embedment depth: hef,act = 3.250 in., hnom = 3.750 in.
Material: AISI 304
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 = 0.250 in.
Anchor plateR : lx x ly x t = 7.000 in. x 23.000 in. x 0.250 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 18.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, ft.lb]
56
www.hilti.com
Hilti PROFIS Engineering 3.0.80
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Charging Post Anchorage - CIP-One
Page:
Specifier:
E-Mail:
Date:
2
Yoo Jin Kim
yokim@tesla.com
9/26/2022
1.1 Design results
Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 0; Vx = 601; Vy = -180;
Mx = 399.000; My = 1,679.000; Mz = 0.000;
no 60
57
www.hilti.com
Hilti PROFIS Engineering 3.0.80
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Charging Post Anchorage - CIP-One
Page:
Specifier:
E-Mail:
Date:
3
Yoo Jin Kim
yokim@tesla.com
9/26/2022
2 Proof I Utilization (Governing Cases)
Design values [lb]Utilization
Loading Proof Load Capacity bN / bV [%]Status
Tension Concrete Breakout Failure 3,811 6,352 60 / -OK
Shear Concrete edge failure in direction y-627 3,095 - / 21 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.600 0.203 5/3 50 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
58
www.hilti.com
Hilti PROFIS Engineering 3.0.80
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Charging Post Anchorage - CIP-One
Page:
Specifier:
E-Mail:
Date:
4
Yoo Jin Kim
yokim@tesla.com
9/26/2022
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.
59
www.hilti.com
Hilti PROFIS Engineering 3.0.80
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Charging Post Anchorage - CIP-One
Page:
Specifier:
E-Mail:
Date:
1
Yoo Jin Kim
yokim@tesla.com
9/26/2022
Specifier's comments:
1 Input data
Anchor type and diameter: HIT-HY 200 V3 + HAS-R 304/316 SS 1/2
Item number: 2045003 HAS-R 316 SS 1/2"x6 1/2" (element) / 2334276
HIT-HY 200-R V3 (adhesive)
Effective embedment depth: hef,act = 4.000 in. (hef,limit = - in.)
Material: ASTM F 593
Evaluation Service Report: ESR-4868
Issued I Valid: 11/1/2021 | 11/1/2022
Proof: Design Method ACI 318-14 / Chem
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in.
Anchor plateR : lx x ly x t = 7.000 in. x 23.000 in. x 0.250 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 18.000 in., Temp. short/long: 32/32 °F
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, ft.lb]
60
www.hilti.com
Hilti PROFIS Engineering 3.0.80
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Charging Post Anchorage - CIP-One
Page:
Specifier:
E-Mail:
Date:
2
Yoo Jin Kim
yokim@tesla.com
9/26/2022
1.1 Design results
Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 0; Vx = 601; Vy = -180;
Mx = 399.000; My = 1,679.000; Mz = 0.000;
Nsus = 0; Mx,sus = 0.000; My,sus = 0.000;
no 54
61
www.hilti.com
Hilti PROFIS Engineering 3.0.80
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Charging Post Anchorage - CIP-One
Page:
Specifier:
E-Mail:
Date:
3
Yoo Jin Kim
yokim@tesla.com
9/26/2022
2 Proof I Utilization (Governing Cases)
Design values [lb]Utilization
Loading Proof Load Capacity bN / bV [%]Status
Tension Bond Strength 3,767 7,041 54 / -OK
Shear Concrete edge failure in direction y-627 3,226 - / 20 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.535 0.194 5/3 42 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
62
www.hilti.com
Hilti PROFIS Engineering 3.0.80
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Tesla
1216 Stealth St, Livermore, CA 94551
|
Charging Post Anchorage - CIP-One
Page:
Specifier:
E-Mail:
Date:
4
Yoo Jin Kim
yokim@tesla.com
9/26/2022
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.
63
2. Equipment Concrete Pad Design (2024 IBC)
Foundation for Two Charging Posts
Material Properties:
fc' =2.5 ksi (= Concrete Compressive Stress)
c =150 pcf (= Concrete Unit Weight)
Concrete Pad Dimension:
B =2.0 ft
L =9.0 ft
t = 1.50 ft 18"pad
s =0.0 ft, Eccentricity
A = 18.0 ft2
Wc = 4,050 lbs
Stability Check :(in Short Direction)
Equipment Weight, We =396 lbs 0.7EQ = 415 lbs COG = 4.3
Total Vertical Load, Q = 4,446 lbs 0.6WL = 462 lbs
MR =0.6Wc x (B/2) + 0.6We x (B/2-s)MOT =0.6 x V x COG
=2.7 kips-ft =2.6 kips-ft
FS =MR/ MOT
=1.01 > 1.0 (O.K)
Bearing Pressure Check:
qallow =1,500 psf
e =MOT / Q =0.6 ft > B/6
qmax =2Q/3L(B/2-e)qmin =Q/A (1-6e/B)
=812 psf =0 psf
qmax =812 psf < 1,500 psf (O.K)
Sliding Check :
Vmax=462 lbs f =0.35
Vresisting=0.6Q x f
=934 lbs >462 lbs (O.K)
As min. Check :min =0.0018 (for fy = 60 ksi)
try #5 @ 16 inch O.C. T&B
As,req =0.52 in < As =0.62 in (O.K)
L
B
t
64