HomeMy WebLinkAbout1350 S Baker St - PlanPV-1REV: A 09/30/2022
RAMIREZ, ROMULO GARCIA
1350 SOUTH BAKER STREET
SANTA ANA, CA 92707
APN # 01305330 TEL #: (714) 317-0996
CLIENT:
COVER SHEET
CSLB # 619149 CLASS: B, C-10
NAME: GARY GIETZ, JACK MCCLARY
SIGNED: 8/7/22 PHONE 310.904.6139
ENERGY SERVICE PARTNERS
970 W 190TH ST, STE 302
TORRANCE, CA 90502
CONTRACTOR:
VICINITY MAPVICINITY MAP AERIAL MAP
NOTES
SCOPE OF WORK
INSTALLATION OF GRID-TIED SOLAR PHOTOVOLTAIC SYSTEM
19 CSI SOLAR CO. LTD 395 W CSI SOLAR CS3N-395MS[BLK] SOLAR MODULES
1 SOLAREDGE PRISM TECHNOLOGY 3800 W SE3800H-USENERGY HUB (240V) INVERTER
19 SOLAREDGE TECHNOLOGIES 440 W S440 OPTIMIZER
SYSTEM NAMEPLATE POWER 7.505 KW DC
SYSTEM CEC POWER 6.943 KW CEC-AC
CONSTRUCTION TYPE V-B
OCCUPANCY TYPE R-3
SHEET INDEX
1 COVER SHEET
2 SIGNAGE
3 SITE/ROOF PLAN
3.1 STRING MAP
4 STRUCTURAL
5 ELECTRICAL
6 ELECTRICAL
CALCS
· ALL MATERIALS, EQUIPMENT, INSTALLATION AND
WORK SHALL COMPLY WITH THE FOLLOWING
APPLICABLE CODES:
·2019 CBC / 2018 IBC
·2019 CRC / 2018 IRC
·2019 CEC / 2017 NEC
·2019 CMC / 2018 UMC
·2019 CPC / 2018 UPC
·2019 CFC / 2018 IFC
·2019 CA ENERGY CODE
·2019 GREEN CODE
1. ALL WORK TO COMPLY WITH CEC ARTICLE 690
2. UTILITY SHALL BE NOTIFIED BEFORE ACTIVATION
OF PV SYSTEM
3. REMOVAL OF A UTILITY-INTERACTIVE INVERTER
OR OTHER EQUIPMENT SHALL NOT DISCONNECT
THE BUILDING CONNECTION BETWEEN THE
GROUNDING ELECTRODE CONDUCTOR AND THE
PV SOURCE AND/OR OUTPUT CIRCUIT GROUNDED
CONDUCTOR
4. ALL PV SYSTEM COMPONENTS SHALL BE LISTED
BY A RECOGNIZED TESTING AGENCY
5. WIRING MATERIALS SHALL COMPLY WITH MAXIMUM
CONTINUOUS CURRENT OUTPUT AT 25° C; WIRE
SHALL BE WET RATED AT 90°C
6. EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS
ON THE ROOF WILL BE USE-2 OR PV TYPE WIRE.
7. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES
SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN
WET LOCATIONS (CEC 314.15)
8. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL
BE BONDED AND ELECTRICALLY CONTINUOUS
(CEC 250.90, 250.96)
9. FOR UNGROUNDED SYSTEMS, THE PHOTOVOLTAIC
SOURCE AND OUTPUT CIRCUITS SHALL BE
PROVIDED WITH A GROUND-FAULT PROTECTION
DEVICE OR SYSTEM THAT DETECTS A GROUND
FAULT, INDICATES THAT FAULT HAS OCCURED,
AND AUTOMATICALLY DISCONNECTS ALL
CONDUCTORS OR CAUSES THE INVERTER TO
AUTOMATICALLY CEASE SUPPLYING POWER TO
OUTPUT CIRCUITS
10. ANY REQUIRED GROUNDING ELECTRODE
CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR
SPLICES OR JOINTS AT BUSBARS WITHIN LISTED
EQUIPMENT (CEC 250.64C)
11. ALL PV MODULES AND ASSOCIATED EQUIPMENT
SHALL BE PROTECTED FROM ANY PHYSICAL
DAMAGE
12. ALL FIELD-INSTALLED JUNCTION, PULL, AND
OUTLET BOXES SHALL BE LOCATED IN A READILY
ACCESSIBLE LOCATION DIRECTLY OR BY
DISPLACEMENT OF A MODULE SECURED BY
REMOVABLE FASTENERS
13. FOR GROUNDED SYSTEMS, THE INVERTER IS
EQUIPPED WITH GROUND FAULT PROTECTION AND
A GFI FUSE PORT FOR GROUND FAULT INDICATION
14. WHEN BACKFED BREAKER IS THE METHOD OF
UTILITY INTERCONNECTION, THE BREAKERS SHALL
NOT READ "LINE AND LOAD"
15. THE INSTALLED SOLAR SYSTEM HAS A
DISTRIBUTED WEIGHT OF LESS THAN 4 PSF
16. THE CONCENTRATED LOAD FOR EACH VERTICAL
SUPPORT IS LESS THAN 45 LBS
17. AC DISCONNECT IS A "KNIFE BLADE" TYPE
DISCONNECT
18. THE WORKING CLEARANCES AROUND THE
EXISTING ELECTRICAL EQUIPMENT AS WELL AS
THE NEW ELECTRICAL EQUIPMENT WILL BE
MAINTAINED IN ACCORDANCE WITH CEC 110.26
19. THE PHOTOVOLTAIC INVERTER WILL BE LISTED AS
UL 1741 COMPLIANT
20. SMOKE ALARMS AND CARBON MONOXIDE ALARMS
ARE REQUIRED TO BE RETROFITTED ONTO THE
EXISTING DWELLING AS PER THE 2019 CRC.
THESE SMOKE ALARMS ARE REQUIRED TO BE IN
ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND
AT LEAST ONE ON EACH FLOOR OF THE HOUSE.
CARBON MONOXIDE ALARMS ARE REQUIRED TO
BE RETROFITTED OUTSIDE EACH BEDROOM AND
AT LEAST ONE ON EACH FLOOR OF THE HOUSE.
THESE ALARMS MAY BE SOLELY BATTERY
OPERATED IF THE PHOTOVOLTAIC PROJECT DOES
NOT INVOLVE THE REMOVAL OF INTERIOR WALL
AND CEILING FINISHES INSIDE THE HOME;
OTHERWISE, THE ALARMS MUST BE HARD WIRED
AND INTERCONNECTED. (CRC R314, R315)
21. SMOKE AND CARBON MONOXIDE ALARMS ARE
REQUIRED PER CRC SECTIONS R314 AND 315 TO
BE VERIFIED AND INSPECTED BY THE INSPECTOR
IN THE FIELD.
22. WHEN APPLYING THE 120% RULE OF CEC 705.12(B)
, THE SOLAR BREAKER TO BE POSITIONED AT THE
OPPOSITE END OF THE BUS FROM THE MAIN
BREAKER PER 705.12(B)
23. PLUMBING AND MECHANICAL VENTS THROUGH
THE ROOF SHALL NOT BE COVERED BY SOLAR
MODULES - NO BUILDING, PLUMBING, OR
MECHANICAL VENTS TO BE COVERED OR
OBSTRUCTED
Bldg# 101112624
Elec# 20177842
Issued: 11/03/22
1350 S Baker St
11/04/22
Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
CHECKLIST
SOL-01 CBC 2019
Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only
Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and
sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of
minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required.
Project Address:
Contractor Company Name:
Contractor License Number:
YES NO Are the following applicable to the proposed project?
1. Will the PV system layout provide the required three-foot wide clear access pathways
per Section 605.11 of the California Fire Code, and is this shown on the roof plan?
2. Will the PV system be installed on a roof having only one roofing layer with no
overlays?
3. Will the PV array be flush mounted to the existing roof so that the plane of the
modules (panels) are parallel to the plane of the roof?
4. Will the PV system weigh maximum 4 pounds per square feet or less?
5. Will the PV system be installed where the modules do not overhang any roof edges
(such as eaves, gabled ends, ridges and hips)?
6. Will the PV system be installed with a space of 2” minimum to 10” maximum between
the underside of modules and the surface of the roof?
7. Will the PV system be installed without using any ballast system or counter-weight
system?
8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet
and is this maximum horizontal spacing shown on the plans?
9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch
embedment into roof rafters (with pre-drilled holes) and is this minimum embedment
shown on the plans?
10. Are ALL the structural pages of the plans stamped and signed by a California
licensed professional engineer? (including project specific site plan, PV layout,
anchorage spacing, anchorage details and manufacturer’s PV support information.)
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:
Email Address:
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
ESP Contracting
(B/C-10) 619149
x
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Juan M Sanchez
(424) 358 3768
permits@joinesp.com
1350 S Baker Street
11.02.22
1350 S Baker St
11/04/22
1350 S Baker St
11/04/22
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RAIL TO RAIL
BONDING #6 BARE
COPPER WIRE
INV
(IF USED)
MSP
CONTINUOUS
GROUND PER SLD
JBOX
GROUND
BUSHINGS
REQ.
MODULE
RAIL
SOLAR
METER
(IF REQ)
(A)
(1) BOND STRIP GROUNDS RAIL TO
RAIL SPLICES - STAR WASHERS USED
TO BOND RAIL TO BONDING STRIP
(2) SPLICE BAR, SELF-TAP SCREWS
JOIN RAILS. BONDING STRIPS USED
ON RAILS WITH GROUND LUGS.
(1) (2)
(3)
IF SPLICE BAR HAS INTEGRATED
GROUND, BONDING STRIP IS
NOT NECESSARY.
(3) WHERE NEITHER BONDING STRIP, INTEGRATED
GROUNDING SPLICE BAR, OR INTEGRATED
GROUNDING MIDCLAMP ARE USED, UL 2703
APPROVED GROUND LUG WITH #6 BARE COPPER
SHALL BE USED TO GROUND SPLICED RAILS.
USE METHOD (2)
(1)
(C)RAIL SPLICE GROUNDING
(C)
#6 BARE
COPPER
RAIL
1
RAIL
2
EITHER METHOD 1-3 PER MANUFACTURERS INSTALL INSTRUCTIONS
CONDUIT
COMPRESSION
FITTING
LOCK NUT
GROUNDING
BUSHING
WITH LAY-IN LUG
ENCLOSURE
CONTINUOUS
GROUND
STRIP
INSULATION
CONDUIT GROUNDING DETAIL
EQUIPMENT GROUND
BUSHINGS REQ. FOR
SYSTEMS OVER 250V
A GROUNDING MID CLAMP
EACH GROUNDING MID CLAMP PIERCES THROUGH THE
ANODIZED COATINGS OF BOTH THE MODULE FRAME AND
THE MOUNTING RAIL TO FORM SECURE ELECTRICAL BONDS,
WHICH ARE REPEATED THROUGHOUT THE ARRAY AND AT
LEAST TWICE PER PANEL. MODULE SHALL BE GROUNDED
AT LEAST TWICE OVER WITH A MINIMUM OF TWO
MIDCLAMPS.
-EVEREST GROUNDING MID CLAMP WITH SERRATED TEETH
MIDCLAMP TEETH
MODULE PENETRATION MAX. UTILIZATION OF RAIL
WITH 1/4" SPACING
SERRATED T-BOLT BONDS
CLAMP TO RAIL
1350 S Baker St
11/04/22
1350 S Baker St
11/04/22
76 North Meadowbrook Drive
Scott E. Wyssling, PE Alpine, UT 84004
Coleman D. Larsen, SE, PE office (201) 874-3483
Gregory T. Elvestad, PE swyssling@wysslingconsulting.com
September 30, 2022
Energy Service Partners
970 West 190th Street, Ste. 302
Torrance, CA 90502
Re: Engineering Services
Ramirez Residence
1350 South Baker Street, Santa Ana CA
7.505 kW System
To Whom It May Concern:
We have received information regarding solar panel installation on the roof of the above referenced
structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability
to support the additional loads imposed by the proposed solar system .
A. Site Assessment Information
1. Site visit documentation identifying attic information including size and spacing of framing
for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection
details for the solar panels. This information will be utilized for approval and construction
of the proposed system.
B. Description of Structure:
Roof Framing: 2x6 dimensional lumber at 24” on center.
Roof Material: Composite Asphalt Shingles
Roof Slope: 15 degrees
Attic Access: Accessible
Foundation: Permanent
C. Loading Criteria Used
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 PSF
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 psf
• Live Load = 20 psf (reducible) – 0 psf at locations of solar panels
• Ground Snow Load = 0 psf
• Wind Load based on ASCE 7-16
o Ultimate Wind Speed = 95 mph (based on Risk Category II)
o Exposure Category C
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the 2019 California Residential Code, including provisions allowing existing structures to not
require strengthening if the new loads do not exceed existing design loads by 105% for gravity
elements and 110% for seismic elements. This analysis indicates that the existing framing will
support the additional panel loading without damage, if installed correctly.
1350 S Baker St
11/04/22
Page 2 of 2
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent K2 Systems installation
manual. If during solar panel installation, the roof framing members appear unstable or deflect non-
uniformly, our office should be notified before proceeding with the installation.
2. The maximum allowable withdrawal force for a 5/16” lag screw is 298 lbs per inch of penetration as
identified in the National Design Standards (NDS) of timber construction specifications. Based on
a minimum penetration depth of 2½”, the allowable capacity per connection is greater than the
design withdrawal force (demand). Considering the variable factors for the existing roof framing
and installation tolerances, the connection using one 5/16” diameter lag screw with a minimum of
2½” embedment will be adequate and will include a sufficient factor of safety.
3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of
the roof, the panel supports shall be placed no greater than 48” on center.
4. Panel supports connections shall be staggered to distribute load to adjacent framing members.
Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing
roof system will adequately support the additional loading imposed by the solar system. This evaluation is in
conformance with the 2019 California Residential Code, current industry standards, and is based on information
supplied to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
Very truly yours,
Scott E. Wyssling, PE
California License No. 83664
1350 S Baker St
11/04/22
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
Existing Ramirez Residence
Roof Dead Load 1350 South Baker Street
2 psf Composite Shingle Santa Ana, CA
1 psf 7/16" Plywood Sheathing
1 psf 2x6 @ 24 in. o.c.
0 psf Ceiling, Mechanical, Electrical
2 psf Miscellaneous
7 psf TOTAL
Second Floor Dead Load
0 psf Floor Finishes
0 psf 1 1/8" Subfloor Sheathing
0 psf Joists @ 16' o.c.
0 psf Partitions
0 psf Ceiling, Mechanical, Electrical
0 psf Miscellaneous
0 psf TOTAL
Roof Live Load Floor Live Load
20 psf 0 psf
Roof Snow Load
Ground SnowLoad= 0 psf (to be divided by cosine of roof angle for horizontal projection ASCE 7 Sec. 7.4)
pf = 0.7 Ce Ct I pg = 0 psf Ce = 1, Ct = 1.1 Flat Roof Snow Load (ASCE 7-16 Eq. 7.3-1)
Cs = 1.00 ASCE 7-16 Figure 7.4-1
Additional
Roof Dead Load - New Solar Panels
3 psf
Roof Live Load at Solar Panels
0 psf
Roof Snow Load at Solar Panels
0 psf Sloped Roof Snow Load (ASCE 7-16 Eq. 7.4-1)
Total
Total Existing Roof Load = (DLROOF + Max(LLROOF or S)) AreaROOF
59805 lbs
Total New Roof Load = (DLROOF + DLADD + Max(LLROOF or S)) AreaROOF
52928 lbs
Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load
-11.50%
2018 IEBC Section 807.4 states:
"Existing structural elements supporting any additional gravity loads as a result of the alterations, including the
effects of snow drift , shall comply with the International Building Code. EXCEPTION: 1. Structural elements whose
stress is not increased by more than 5%."
Gravity Loads
Total New Gravity Loads are less than Existing Loads. OK
1350 S Baker St
11/04/22
Wyssling Consulting
76 N. Meadowbrook Drive
Alpine, UT 84004
(201) 874-3483
swyssling@wysslingconsulting.com
V = 95 Basic Wind Speed Ramirez Residence
Exposure C ASCE 7-16, Section 26.7 1350 South Baker Street
Kz = 0.85 Velocity Pressure Coefficient, ASCE 7-16, Figure 26.10-1 Santa Ana, CA
Kzt = 1 Topographic Factor, ASCE 7-16, Section 26.8.2
Kd = 0.85 Directionality Factor, ASCE 7-16, Section 26.6
Ke = 0.988 Ground Elevation Factor, ASCE 7-16, Section 26.9
qh = 16.5 psf qh = 0.00256KzKztKdKeV2 (ASCE 7-16 Eq. 26.10-1)
Roof Angle = 15 deg
Roof Type Gable
sanchor = 48 in Horizontal spacing of roof anchors
Atrib = 12.73 sf Panel Area tributary to each roof anchor
GCp External Pressure Coefficient, ASCE 7-16, Figure 30.3-2
Roof Zone Zone 1 2e 2n 2r 3e 3r
-2.00 -2.00 -2.98 -2.98 -2.98 -3.55
ga = 0.79 Pressure Equalization Factor, ASCE 7-16 Figure 29.4.-8
gE = 1.00 Edge Array Factor, ASCE 29.4.4 edges < 0.5*building height, and panel spacing < 4ft.
pnet = qhGCpgEga = Design Wind Pressure, ASCE 7-16, Equation 29.4-7
Roof Zone 1 2e 2n 2r 3e 3r
-26 psf -26 psf -39 psf -39 psf -39 psf -46 psf Min Pressure = -16 psf
Use 26 psf Use 26 psf Use 39 psf Use 39 psf Use 39 psf Use 46 psf ULTIMATE
x 0.6 = 16 psf 16 psf 23 psf 23 psf 23 psf 28 psf ALLOWABLE
Connection to Existing Roof Framing
F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired
Atrib = 12.7 ft2
DLpanel = 3 psf
Roof Zone 1 2e 2n 2r 3e 3r
Wuplift = 26 psf 26 psf 39 psf 39 psf 39 psf 46 psf
Plag = F.S. x Atrib x (0.6D - 0.6W) = Withdrawl force for each roof anchor
Roof Zone 1 2e 2n 2r 3e 3r
-178.9 lbs -178.9 lbs -275.9 lbs -275.9 lbs -275.9 lbs -332.3 lbs
Connection Capacity
db = 5/16 in Lag Screw diameter
Dpen = 2 1/2 in Lag Screw penetration into existing framing member
No. of Screws 1 Screws per Connection
Species of wood framing
CD = 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2
Ct = 0.7 Temperature Factor, NDS Table 10.3.4
W = 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1
W' = CD x Ct x W = 298 lb/in Adjusted withdrawl value
Pallow = Dpen x W' = 745 lbs
Roof Zone 1 2e 2n 2r 3e 3r
DEMAND = 179 lbs 179 lbs 276 lbs 276 lbs 276 lbs 332 lbs
CAPACITY = 745 lbs 745 lbs 745 lbs 745 lbs 745 lbs 745 lbs
up to72in ok up to72in ok up to72in ok up to72in ok up to72in ok up to72in ok
This analysis calculates the
capacity of the lag screws
only. For capacity of the
complete mounting system,
please see manufacturer's
recommendations.
Douglas Fir-Larch
Wind Uplift
Rooftop Solar Panels Parallel to Roof Surface
ASCE 7-16, Section 29.4.4
1350 S Baker St
11/04/22
Expedited Permit Process for PV Systems1
Expedited Permit Process for PV Systems
Standard String System
The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro-
cess provides a means to differentiate systems that can be permitted quickly and easily
due to their similarity with the majority of small-scale PV systems. Those systems with
unique characteristics may be handled with small additions to this Expedited Permit
Process or may require much more information, depending on the uniqueness of the
installation.
The following pages contain forms for the Standard String System to use with the Expe-
dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms
are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic-
tions that have adopted the Expedited Permit Process for PV Systems, these forms can
be filled out electronically and submitted in either printed form and via email. An elec-
tronic format is used so that the supplied information is standardized and legible for the
local jurisdiction.
1350 S Baker St
11/04/22
Expedited Permit Process for PV Systems2
Expedited Permit Process for Small-Scale PV Systems
Standard String System
The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations
are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential
systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been
suggested to provide as a path to permit approval.
Required Information for Permit:
1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it
should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings
with a 3’ perimeter space at ridge and sides may not need separate fire service review.
2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects,
required signs, and ac connection to building (see supplied standard electrical diagram).
3. Specification sheets and installation manuals (if available) for all manufactured components including, but not
limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system.
Step 1: Structural Review of PV Array Mounting System
Is the array to be mounted on a defined, permitted roof structure? l Yes l No
If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1.
Roof Information:
1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________
____________________________________________________________________________________________________
If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…).
2. Does the roof have a single roof covering? l Yes l No
If No, submit completed worksheet for roof structure WKS1.
3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________
Mounting System Information:
1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap
beneath the module frames? l Yes l No
If No, provide details of structural attachment certified by a design professional.
2. For manufactured mounting systems, fill out information on the mounting system below:
a. Mounting System Manufacturer ___________Product Name and Model#________________________________
b. Total Weight of PV Modules and Rails ___________lbs
c. Total Number of Attachment Points____________
d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1)
e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for
maximum spacing allowed based on maximum design wind speed)
f. Total Surface Area of PV Modules (square feet)_________________ ft 2
g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2
If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1.
Step 2: Electrical Review of PV System (Calculations for Electrical Diagram)
In order for a PV system to be considered for an expedited permit process, the following must apply:
1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems.
2. The PV array is composed of 4 series strings or less per inverter.
3. The total inverter capacity has a continuous ac power output 13,440 Watts or less
4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)).
5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV
system. Interactive PDF diagrams are available at www.solarabcs.org/permitting.
Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant
understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively
communicate, provide an alternative diagram with appropriate detail.
1350 S Baker St
11/04/22
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Standard String System Site Plan
Energy Service Partners
970 W 190th Street GARCIA RAMIREZ RECIDENCE
Torrance, CA 90502
1350 SOUTH BAKER STREETSANTA ANA, CA 92707
permits@joinesp.com
6.943 KW CEC-AC
1350 S Baker St
11/04/22
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Standard String System Electrical Diagram
Energy Service Partners
970 W 190th Street GARCIA RAMIREZ RECIDENCE
Torrance, CA 90502
1350 SOUTH BAKER STREETSANTA ANA, CA 92707
permits@joinesp.com
6.943 KW CEC-AC
1350 S Baker St
11/04/22
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Notes for Standard String System Electrical Diagram
Contractor Name,
Address and Phone:
_________________
_________________
_________________
_________________
Notes for One-Line Standard Electrical
Diagram for Single-Phase PV Systems
Site Name: __________________________
Site Address: ________________________
System AC Size: ______________________
SIZE FSCM NO DWG NO REV
SCALE NTS Date: SHEET
Drawn By:
Checked By:
MAX POWER-POINT CURRENT (IMP)
MAX POWER-POINT VOLTAGE (VMP)
OPEN-CIRCUIT VOLTAGE (VOC)
SHORT-CIRCUIT CURRENT (ISC)
MAX SERIES FUSE (OCPD)
MAXIMUM POWER (PMAX)
MAX VOLTAGE (TYP 600VDC)
VOC TEMP COEFF (mV/oC or %/oC )
IF COEFF SUPPLIED, CIRCLE UNITS
A
V
V
A
A
W
V
MODULE MAKE
MODULE MODEL
PV MODULE RATINGS @ STC (Guide Section 5)
MAX DC VOLT RATING
MAX POWER @ 40oC
NOMINAL AC VOLTAGE
MAX AC CURRENT
MAX OCPD RATING
V
W
V
A
A
INVERTER MAKE
INVERTER MODEL
INVERTER RATINGS (Guide Section 4)
1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE
REQUIREMENT? YES NO N/A
2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE
REQUIREMENT? YES NO N/A
3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX
CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT
4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER
OCPD AMPERE RATING. (See Guide Section 9)
5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTAL
SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)?
YES NO
NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9):
1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN
EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO
INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC
2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST
MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO
INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC
2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED
47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9
CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT
LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF
47oC OR LESS (ALL OF UNITED STATES),
a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES
WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER
FUSE.
b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES
WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER
FUSE.
NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D):
OCPD = OVERCURRENT PROTECTION DEVICE
NATIONAL ELECTRICAL CODE ® REFERENCES
SHOWN AS (NEC XXX.XX)
NOTES FOR ALL DRAWINGS:
SIGNSSEE GUIDE SECTION 7
SIGN FOR DC DISCONNECT
SIGN FOR INVERTER OCPD AND
AC DISCONNECT (IF USED)
RATED MPP CURRENT
RATED MPP VOLTAGE
MAX SYSTEM VOLTAGE
MAX CIRCUIT CURRENT
A
V
V
A
PHOTOVOLTAIC POWER SOURCE
WARNING: ELECTRICAL SHOCK
HAZARDLINE AND LOAD MAY BE
ENERGIZED IN OPEN POSITION
AC OUTPUT CURRENT
NOMINAL AC VOLTAGE
A
V
SOLAR PV SYSTEM
AC POINT OF CONNECTION
THIS PANEL FED BY MULTIPLE
SOURCES (UTILITY AND SOLAR)
Energy Service Partners
970 W 190th Street GARCIA RAMIREZ RECIDENCE
Torrance, CA 90502
1350 SOUTH BAKER STREETSANTA ANA, CA 92707
permits@joinesp.com
6.943 KW CEC-AC
1350 S Baker St
11/04/22
SOLAREDGE
S440 OPTIMIZER
J-BOX
NEMA3R
A B
+-
DC
DC
+-
DC
DC
INTEGRATED
DC DISCONNECT & AFCI
AC
DC
SOLAREDGE PRISM TECHNOLOGY
SE3800H-USENERGY HUB (240V)
INVERTER
STRING 1:
(9) CSI SOLAR CO. LTD
(CSI SOLAR CS3N-395MS[BLK]) 395 WATT
SOLAR MODULES PAIRED WITH
(9) S440 OPTIMIZERS IN
(1) SERIES STRING
STRING 2:
(10) CSI SOLAR CO. LTD
(CSI SOLAR CS3N-395MS[BLK]) 395 WATT
SOLAR MODULES PAIRED WITH
(10) S440 OPTIMIZERS IN
(1) SERIES STRING
SOLAREDGE
S440 OPTIMIZER
(N) LOCKABLE
BLADE TYPE
NON-FUSIBLE
AC DISCONNECT
NEMA 3R
C
EXISTING 100A
MAIN BREAKER
(CENTER FED)
EXISTING 100A
MAIN PANEL
20A PV BREAKER
INSTALLED AT OPPOSITE END OF
BUSBAR FROM MAIN BREAKER
20A-2P
100A
M
(E)GROUND
120/240 VAC
SINGLE PHASE SERVICE
(OVERHEAD)
30A-2P
120/240VAC
PV-5REV: A 09/30/2022
RAMIREZ, ROMULO GARCIA
1350 SOUTH BAKER STREET
SANTA ANA, CA 92707
APN # 01305330 TEL #: (714) 317-0996
CLIENT:
ELECTRICAL
CSLB # 619149 CLASS: B, C-10
NAME: GARY GIETZ, JACK MCCLARY
SIGNED: 8/7/22 PHONE 310.904.6139
ENERGY SERVICE PARTNERS
970 W 190TH ST, STE 302
TORRANCE, CA 90502
CONTRACTOR:
ELECTRICAL
∆
TAG CONDUCTOR CONDUCTOR
SIZE
NUMBER OF
CONDUCTORS
CONDUIT/CABLE
TYPE CONDUIT SIZE
A PV-WIRE 10 AWG 4
FREE AIR N/A
EGC/GEC: BARE COPPER 6 AWG 1
B THHN/THWN-2 10 AWG 4
EMT 3/4"
EGC/GEC: THHN/THWN-2 8 AWG 1
C LINE:THHN/THWN-2 10 AWG 2
EMT 3/4"NEUTRAL: THHN/THWN-2 10 AWG 1
EGC/GEC: THHN/THWN-2 8 AWG 1
EVEREST INTEGRATED GROUNDING & LAY-IN LUGS ARE UL2703 LISTEDGROUNDING DETAIL
scale: NTS
RAILS MODULES
EVEREST RAIL
PV MODULE FRAME
EVEREST GROUNDING PIERCES
THROUGH ANODIZED COATINGS
OF MODULE FRAMES AND RAILS
EVEREST UNIVERSAL
FASTENING OBJECT
LAY-IN LUG TERMINAL
AL/CU DUAL RATED
(TIN PLATED CU)
SS SET SCREW INCLUDED
EVEREST RAIL
#10-24 SS LOCK NUT
6 AWG BARE CU WIRE
TE#10-24 X 3/4" SS HCS BOLT
#10 SS EXTERNAL TOOTH
LOCK (STAR) WASHER
SOLAREDGE NOTES:
1. STRING OPERATING VOLTAGE IS CONTROLLED BY INVERTER AND MAINTAINED AT NOMINAL 380 VDC.
2. STRING VOLTAGE IS LIMITED BY INVERTER TO A MAXIMUM OF 480VDC
3. SOLAREDGE DC/DC OPTIMIZERS ARE ALL RUN IN SERIES PER STRING (FIXED SOURCE CIRCUIT VOLTAGE - DC/DC CONVERTERS)
4. STRING CURRENT IS CONTROLLED BY OPTIMIZERS AND IS LIMITED TO 15ADC MAX (PER STRING).
5. INTEGRATED SOLAREDGE DC SWITCH DISCONNECTS BOTH POSITIVE AND NEGATIVE CONDUCTORS AS REQUIRED.
6. SOLAREDGE INVERTERS ARE ALL RAPID SHUTDOWN READY PER CEC 690.12
7. SOLAREDGE INVERTER IS SMART INVERTER COMPLIANT PER CALIFORNIA RULE 21.
8. SOLAREDGE INVERTERS ARE UL1699B CERTIFIED, PROVIDING CEC 2019 690.11 COMPLIANCE
SYSTEM NOTES:
1. PV SYSTEM IS UNGROUNDED
2. MODULES ARE BONDED TO RAIL USING EVEREST GROUNDING.
3. RAILS ARE BONDED USING UL 2703 RATED LAY-IN LUGS
4. BARE COPPER IS TRANSITIONED TO THHN/THWN-2 VIA IRREVERSIBLE CRIMP; GEC TO
BE CONTINUOUS PER CEC 250.64(C)
ALL TERMINALS
ARE 75° CELSIUS
RATED
SOLAR PV CIRCUIT BREAKER
MAIN SERVICE BUS RATING
PER CEC 705.12(B)(2)(3)(d)
100A x 120% = 120A
TOTAL BUS LOAD = (16A x 1.25) + 100A
TOTAL SYSTEM
TOTAL NUMBER OF MODULES 19
TOTAL NUMBER OF OPTIMIZERS 19
1350 S Baker St
11/04/22
PV-6REV: A 09/30/2022
RAMIREZ, ROMULO GARCIA
1350 SOUTH BAKER STREET
SANTA ANA, CA 92707
APN # 01305330 TEL #: (714) 317-0996
CLIENT:
CALCS
CSLB # 619149 CLASS: B, C-10
NAME: GARY GIETZ, JACK MCCLARY
SIGNED: 8/7/22 PHONE 310.904.6139
ENERGY SERVICE PARTNERS
970 W 190TH ST, STE 302
TORRANCE, CA 90502
CONTRACTOR:
ELECTRICAL CALCULATIONS
INVERTER CHARACTERISTICS - SOLAREDGE
SE3800H-USENERGY HUB
MAX OUTPUT POWER 3800 W
SYSTEM OPERATING VOLTAGE 380 V
MAX CONTINOUS OUTPUT CURRENT 16 A
MAX INPUT VOLTAGE 480 V
SYSTEM SHORT CIRCUIT CURRENT 30 A
CEC MAX EFFICIENCY 99 %
DC DISCONNECT VALUES
RATED MAX POWER-POINT CURRENT (IMP) 19.75 A
RATED MAX POWER-POINT VOLTAGE (VMP)380 V
MAX SYSTEM VOLTAGE (VOC)480.00 V
MAX SHORT CIRCUIT CURRENT (ISC)30 A
SYSTEM CHARACTERISTICS CALCULATIONS
VMP Inverter Fixed String Voltage 380 V 380 V
VOC Max Inverter System Voltage 480 V 480 V
IMP (DC System Size)/ VMP 7505 W / 380 V 19.75 A
ISC (Optimizer Max Output Current) x (# Strings)15 A x 2 30 A
AC WIRE SIZING CALCULATIONS
AFTER INVERTER Wire = 10 AWG, 40 A @ 90⁰C
MAX AC OUTPUT CURRENT (Max Inverter Output) x (Continuous Load)[690.8(B)(1)]16 A X 1.25 20.00 A
TOTAL AMPACITY (High Temp)[Table 310(B)(2)(A) x (Conductor Ampacity)[Table
310.15(B)(16)] x (Conduit Fill)[Table 310.15(B)(3)(a)]0.82 X 40 A X 1 32.80 A
20.00 A ---> 32.80 A Therefore 10 AWG OK
MAX AC OUTPUT CURRENT (Max Inverter Output) x (Continuous Load)[690.8(B)(1)]16 A X 1.25 20.00 A
20.00 ---> 20 A Overcurrent Protection
TEMPERATURE ADDERS
CONDUIT TO BE INSTALLED
MIN. OF 7 8" ABOVE ROOF
HIGH TEMPERATURE 47 °C
LOW TEMPERATURE -2 °C
TEMP ADDER FOR ROOF RUN 0 °C
TEMP ADDER FOR ATTIC RUN 7 °C
DC WIRE SIZING CALCULATIONS
AT ARRAY Max Optimizer Current = 15 A, Wire = 10 AWG, 40 A @ 90⁰C
125% MAX CURRENT (Max Optimizer Current) x (Continuous Load)[690.8(A)]15 A X 1.25 18.75 A Per 690.8(B)(1) 40 A > 18.75 A
DERATED AMPACITY (High Temp)[Table 310(B)(2)(A) x (Conductor Ampacity)[Table
310.15(B)(16)] x (Conduit Fill)[Table 310.15(B)(3)(a)]0.82 X 40 A X 1 32.80 A Per. 690.8(B)(2) 32.80 A > 18.75 A
10 AWG PV WIRE OK
DC WIRE SIZING CALCULATIONS
AT JBOX Max Optimizer Current = 15 A, Wire = 10 AWG, 40 A @ 90⁰C
125% MAX CURRENT (Max Optimizer Current) x (Continuous Load)[690.8(A)]15 A X 1.25 18.75 A Per 690.8(B)(1) 40 A > 18.75 A
DERATED AMPACITY (High Temp)[Table 310(B)(2)(A) x (Conductor Ampacity)[Table
310.15(B)(16)] x (Conduit Fill)[Table 310.15(B)(3)(a)]0.82 X 40 A X 0.80 26.24 A Per. 690.8(B)(2) 26.24 A > 18.75 A
10 AWG PV WIRE OK
MODULE CHARACTERISTICS - CSI SOLAR CS3N-395MS [BLK]
MAX POWER (PMAX) @ STC 395 W
OPEN CIRCUIT VOLTAGE (VOC)44.3 V
SHORT CIRCUIT CURRENT (ISC)11.44 A
MAX POWER VOLTAGE (VMP)37 V
MAX POWER CURRENT (IMP)10.68 A
SERIES FUSE RATING 20 A
OPTIMIZER CHARACTERISTICS - S440
RATED INPUT DC POWER 440 W
MAX INPUT VOLTAGE 60 V
MAX INPUT CURRENT 14.5 A
MAX OUTPUT VOLTAGE 60 V
MAX OUTPUT CURRENT 15 A
SAFETY OUTPUT VOLTAGE/OPTIMIZER 1 V
MIN/MAX STRING LENGTH 8 / 25
MAX POWER PER STRING [HD-WAVE] 5700 W
1350 S Baker St
11/04/22
October 3, 2022
To Whom it May Concern,
I, Romulo Garcia Ramirez, homeowner of1350 South Baker Street, Santa Ana, California
92707, authorize Energy Service Partners DBA ESP Contracting to install solar panels and pull
the necessary permits needed to complete my solar project.
Sincerely,
Romulo Garcia Ramirez
(714) 317-0996
1350 South Baker Street,
Santa Ana, California 92707
Doc ID: c1e4284dd93d9926a5393cbb9575a98f7950ed06
1350 S Baker St
11/04/22
Audit Trail
Title
File Name
Document ID
Audit Trail Date Format
Status
Permit Authorization
Ramirez Customer Authorization.pdf
c1e4284dd93d9926a5393cbb9575a98f7950ed06
MM / DD / YYYY
Signed
10 / 03 / 2022
21:18:31 UTC
Sent for signature to Romulo Garcia Ramirez
(romulogarcia522@gmail.com) from contract@joinesp.com
IP: 172.58.22.237
10 / 26 / 2022
23:54:01 UTC
Viewed by Romulo Garcia Ramirez (romulogarcia522@gmail.com)
IP: 172.58.19.131
10 / 26 / 2022
23:55:01 UTC
Signed by Romulo Garcia Ramirez (romulogarcia522@gmail.com)
IP: 172.58.19.131
The document has been completed.10 / 26 / 2022
23:55:01 UTC
1350 S Baker St
11/04/22
PV-2REV: A 09/30/2022
RAMIREZ, ROMULO GARCIA
1350 SOUTH BAKER STREET
SANTA ANA, CA 92707
APN # 01305330 TEL #: (714) 317-0996
CLIENT:
SIGNAGE
CSLB # 619149 CLASS: B, C-10
NAME: GARY GIETZ, JACK MCCLARY
SIGNED: 8/7/22 PHONE 310.904.6139
ENERGY SERVICE PARTNERS
970 W 190TH ST, STE 302
TORRANCE, CA 90502
CONTRACTOR:
WEATHER RESISTANT PLASTIC PLACARD
PLACEMENT: MAIN PANEL (COVER)
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS AS SHOWN
CAUTION:
SIGNAGE
LABEL LOCATION:
INVERTER, JUNCTION BOXES (ROOF), AC DISCONNECT
(PER CODE: CEC690.13 & CEC 690.13)
WARNING
POWER SOURCE OUTPUT CONNECTION DO
NOT RELOCATE THIS OVERCURRENT DEVICE
CAUTION: SOLAR ELECTRIC
SYSTEM CONNECTED
CAUTION: SOLAR CIRCUIT
WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
!
WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
DC VOLTAGE IS ALWAYS PRESENT
WHEN SOLAR MODULES ARE
EXPOSED TO SUNLIGHT
WARNING: PHOTOVOLTAIC
POWER SOURCE
WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
! !
AC SYSTEM DISCONNECT
FOR UTILITY OPERATION
LABEL LOCATION:
UTILITY DISCONNECT
LABEL LOCATION:
POINT OF INTERCONNECTION
(PER CODE: CEC 705.12(B)(3-4))
LABEL LOCATION:
MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC/AC CONDUIT, RACEWAYS,
ENCLOSURES, AND CABLE ASSEMBLIES AT LEAST EVERY 1O FT, AT TURNS AND
ABOVE/BELOW PENETRATIONS AND ALL COMBINER/JUCTION BOXES.
LABEL LOCATION:
PER CEC 705.12(B)(2)(3)(B)
[OR (C) IF PANELBOARD IS RATED NOT LESS THAN SUM OF AMPERE
RATINGS OF ALL OVERCURRENT DEVICES SUPPLYING IT]
LABEL LOCATION:
WEATHER RESISTANT MATERIAL, DURABLE ADHESIVE, UL969 AS STANDARD TO
WEATHER RATING (UL LISTING OF MARKINGS NOT REQUIRED), MIN 3 8" LETTER HEIGHT
ARIAL OR SIMILAR FONT NON-BOLD, PLACED WITHIN THE MAIN SERVICE DISCONNECT,
PLACED ON THE OUTSIDE OF THE COVER WHEN DISCONNECT IS OPERABLE WITH
SERVICE PANEL CLOSED. (PER CODE: CEC690.15, 690.13(B))
LABEL LOCATION:
DC DISCONNECT, INVERTER
(PER CODE: CEC 690.13(B))
[To be used when inverter is ungrounded]
LABEL LOCATION:
AC DISCONNECT, POINT OF
INTERCONNECTION
(PER CODE: CEC 690.53)
PHOTOVOLTAIC SYSTEM
EQUIPPED WITH RAPID SHUTDOWN
LABEL LOCATION:
WEATHER RESISTANT MATERIAL, DURABLE PLAQUE, UL969 AS STANDARD TO WEATHER RATING (UL
LISTING OF MARKINGS NOT REQUIRED), MIN 3 8" LETTER HEIGHT ARIAL OR SIMILAR FONT NON-BOLD,
PLACED WITHIN THE MAIN SERVICE DISCONNECT, PLACED ON THE OUTSIDE OF THE COVER WHEN
DISCONNECT IS OPERABLE WITH SERVICE PANEL CLOSED. (PER CODE: CEC690.12, 690.56(C))
INVERTER
LABEL LOCATION:
DC DISCONNECT, INVERTER
(PER CODE: CEC690.53)
LABEL LOCATION:
RAPID SHUTDOWN OR ON INVERTER IF RSD IS
INTEGRATED
CEC 690.56(C)(3)
RAPID SHUTDOWN SWITCH FOR
SOLAR PV SYSTEM
1350 SOUTH BAKER STREET
SANTA ANA, CA 92707
LABEL LOCATION:
AC DISCONNECT, INVERTER, POINT OF INTERCONNECTION
(PER CODE: CEC 690.54)
MAXIMUM SYSTEM VOLTAGE (VOC)
MAXIMUM CIRCUIT CURRENT (ISC)
MAX RATED OUTPUT CURRENT OF
THE CHARGE CONTROLLER OR
DC-TO-DC CONVERTER
480
30
15
SIGNAGE REQUIREMENTS:
· RED BACKGROUND
· WHITE LETTERING
· MINIMUM 3/8" LETTER HEIGHT
· ALL CAPITAL LETTERS
· ARIAL OR SIMILAR FONT, NON-BOLD
· REFLECTIVE WEATHER RESISTANT
MATERIAL SUITABLE FOR THE
ENVIRONMENT (DURABLE ADHESIVE
MATERIALS MUST MEET THIS
REQUIREMENT)
ADHESIVE FASTENED SIGNS:
· THE LABEL SHALL BE SUITABLE FOR
THE ENVIRONMENT WHERE IT IS
INSTALLED.
· WHERE REQUIRED ELSEWHERE IN
THIS CODE, ALL FIELD APPLIED
LABELS, WARNINGS, AND MARKINGS
SHOULD COMPLY WITH ANSI Z535.4
[CEC 110.21(B) FIELD MARKING].
· ADHESIVE FASTENED SIGNS MAY BE
ACCEPTABLE IF PROPERLY
ADHERED. VINYL SIGNS SHALL BE
WEATHER RESISTANT
PHOTOVOLTAIC SYSTEM AC DISCONNECT
RATED AC OPERATING CURRENT 16 AMPS
AC NOMINAL OPERATING VOLTAGE 240 VOLTS
!
LABEL LOCATION:
SERVICE DISCONNECTING MEANS
(PER CODE: CEC 690.56(C)(1)(A))
SOLAR PV SYSTEM
EQUIPPED WITH RAPID
SHUTDOWN
TURN RAPID
SHUTDOWN
SWITCH TO THE
"OFF" POSITION
TO
SHUTDOWN PV
SYSTEM AND
REDUCE
SHOCK HAZARD
IN THE ARRAY
SOLAR
ELECTRIC
PV PANELSINVERTER
(DC DISCONNECT)
AC DISCONNECT
SOLAR ARRAY
MAIN PANEL
1350 S Baker St
11/04/22
18'-9"
74'-7"
PV-3REV: A
RAMIREZ, ROMULO GARCIA
1350 SOUTH BAKER STREET
SANTA ANA, CA 92707
APN # 01305330 TEL #: (714) 317-0996
CLIENT:
SITE PLAN
CSLB # 619149 CLASS: B, C-10
NAME: GARY GIETZ, JACK MCCLARY
SIGNED: 8/7/22 PHONE 310.904.6139
ENERGY SERVICE PARTNERS
970 W 190TH ST, STE 302
TORRANCE, CA 90502
CONTRACTOR:
ROOF
PITCH
(DEG)
AZIMUTH
(DEG)
PV AREA
(SQ. FT)
NO. OF
MODS
ARRAY 1 15⁰ 180⁰418 19
CONDUIT NOTES
CONDUIT TO BE RUN ON CONDUIT BLOCKS MIN. 1" ABOVE ROOF SURFACE AND
UNDER EAVES; AND CLOSE TO RIDGELINES, LABELED AT MAX. 10' INTERVALS.
CONDUIT TO BE PAINTED TO MATCH EXTERIOR/EXISTING BACKGROUND COLOR OF
ITS LOCATION
SITE PLAN
scale: 1/16" = 1'-0"
CLIENT:
INVERTER
AC DISCONNECT
MAIN SERVICE
PANEL
EQUIPMENT DETAIL
SCALE: NTS
MODULE CSI SOLAR CS3N-395MS [BLK]
MODULE DIMENSIONS 76.4" X 41.3" X 1.38"
MODULE WEIGHT 49.60 LBS
TOTAL ARRAY AREA 418 SQ. FT.
TOTAL ROOF AREA 3078 SQ. FT
ROOF TYPE 1 LAYER COMP SHINGLE
NO. OF STORIES 1
ROOF COVERAGE 13.6 %
SPRINKLER SYSTEM
INSTALLED (CFC
903.3.1.3)
NO
09/30/2022
NOTE:
· WIRES UNDER PV SHALL NOT HANG
OR TOUCH THE ROOF PER CEC 110.12
(E) RESIDENCE (N) ARRAY 1
S
B
A
K
E
R
S
T
DRIVEWAY
(E) FENCE + GATE
PROPERTY LINE
(E) STRUCTURE
(E) PATIO COVER
(E) CHIMNEY
(N) J BOX
(N) AC DISCONNECT
(N) CONDUIT RUN
(E) MAIN PANEL AND
SERVICE ENTRANCE
(N) INVERTER FIRE PATHWAY
3'
3'
18''
18''
18''
5'-7"
67'-8"32'-5"
31'-8"
ALL ELECTRICAL EQUIPMENT ARE LOCATED
UNDER THE PATIO STRUCTURE COVER
1350 S Baker St
11/04/22
PV-3.1REV: A 09/30/2022
RAMIREZ, ROMULO GARCIA
1350 SOUTH BAKER STREET
SANTA ANA, CA 92707
APN # 01305330 TEL #: (714) 317-0996
CLIENT:
STRING MAP
CSLB # 619149 CLASS: B, C-10
NAME: GARY GIETZ, JACK MCCLARY
SIGNED: 8/7/22 PHONE 310.904.6139
ENERGY SERVICE PARTNERS
970 W 190TH ST, STE 302
TORRANCE, CA 90502
CONTRACTOR:
STRING MAP
scale: 3/16" = 1'-0"
STRING MAP
INVERTER
SE3800H-USENERGY HUB
1 - STRING 1
2 - STRING 2
1 1 1 1 1 1 1 1 1
2 2 2 2 2 2 2 2 2 2
1350 S Baker St
11/04/22
PV-4REV: A 09/30/2022
RAMIREZ, ROMULO GARCIA
1350 SOUTH BAKER STREET
SANTA ANA, CA 92707
APN # 01305330 TEL #: (714) 317-0996
CLIENT:
ROOF PLAN
CSLB # 619149 CLASS: B, C-10
NAME: GARY GIETZ, JACK MCCLARY
SIGNED: 8/7/22 PHONE 310.904.6139
ENERGY SERVICE PARTNERS
970 W 190TH ST, STE 302
TORRANCE, CA 90502
CONTRACTOR:
ROOF PLAN
scale: 1/4" = 1'-0"
ROOF FRAMING SECTION
scale: NTS
MODULE CSI SOLAR CS3N-395MS [BLK]
MODULE DIMENSIONS 76.4" X 41.3" X 1.38"
MODULE WEIGHT 49.60 LBS
TOTAL ARRAY AREA 418 SQ. FT.
TOTAL ROOF AREA 3078 SQ. FT.
ROOF TYPE 1 LAYER COMP SHINGLE
MAX DISTRIBUTED LOAD 3 PSF
SNOW LOAD 0 PSF
WIND SPEED 95 MPH, 3 SEC GUST
WIND EXPOSURE C
ROOF
PITCH
(DEG)
AZIMUTH
(DEG)
PV AREA
(SQ. FT)
NO. OF
MODS ROOF TYPE ROOF ATTACHMENT ROOF
HEIGHT EXPOSURE MATERIAL CONSTRUCTION RAFTER
SIZE
RAFTER
SPAN
RAIL ATTACHMENT
SPACING
MAX
CANTILEVER
LENGTH
ARRAY 1 15⁰ 180⁰ 418 19 1 LAYER COMP SHINGLE K2 FLASH COMP KIT 1 - STORY ATTIC WOOD RAFTER 2X6 14' - 0"48" OC 1' - 4"
BILL OF MATERIAL
OBJECTS COUNT
END CLAMPS 08
MID CLAMPS 34
RAILS (166")10
RAIL SPLICES 08
FOOTINGS 38
#ROWS OF MODULES 02
MODULES 19
MODULE CLAMP
ATTACHMENT
MODULE
EVEREST
CROSSRAIL 44-x
K2 FLASH
COMP KIT
5/16" X 3-1/2"
SS LAG SCREW
MINIMUM 2-1/2" EMBEDMENTSTRUCTURAL ATTACHMENT
@ MAX 48" OC
ALUMINUM
L-FOOT
5"
TYPICAL ELEVATION DETAIL
scale: NTS
(N) ARRAY 1
K2 FLASH
COMP KIT
CROSSRAIL
44-X
MODULE
STRUCTURAL
ATTACHMENT
2X6 RAFTER @ 24"OC
1'-9" EAVE OVERHANG
1350 S Baker St
11/04/22