HomeMy WebLinkAbout2301 W San Lorenzo Ave - PlanSolar Module Details
Module Type Hanwha
Module Quantity 16
Module Model Number 400 watt
Design Criteria
Code: 2022 California Building Code ASCE 7-16
Live Load (psf)20
Ult Wind Speed (mph)110
Exposure Cat C
Ground Snow (psf)20
Structure Geometry
Eave Height, he (ft)15 to 20ft
Pitch of main roof (deg)23
Building Length, L (ft)100
Building Width, B (ft)60
Roof Area (Module Area) ft2 6000.00
Standoff(i.e., Roof Mount) Spacing Feet 6`
Roof Properties
Roof Geometry type Mono Slope Roof
Roof Type Single Span Rafter
Roof Pitch (deg)23
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io
2301 W San
Lorenzo Ave06/26/23
Roofing Type Comp Shingles
Sheathing Type 1/2" OSB Board
Wood species No. 2, Douglas Fir-Larch
Wood Fb (psf)900
Wood Fv (psf)180
Wood E (psf)1600000
Purlin C/C Spacing (in)12
Rafter C/C. Spacing (in.)24
Purlin
Section Thickness, b (in.)2
Section Depth, d (in.)4
Rafter
Section Thickness, b (in.)2
Section Depth, d (in.)6
Maximum Rafter Span (ft)11
Factors
Cd(wind)1.60
Cd(Snow)1.60
CLS 1.15
CM 1
Ct 1
CL 0.75
CF 1.5
Cfu 1
Cv 1
Cr 1
M allowable_wind 1020.94
M allowable_snow 733.80
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91 502 | (747)333-5991 | new@engineerinc.io
2301 W San
Lorenzo Ave06/26/23
Dead Load(psf)
Comp Shingles 3.00 psf
1/2" OSB Board 2.00 psf
Insulation 2.00 psf
Total Roof 1DL 7 psf
No. 2, Douglas Fir-Larch 31.00 lb/ft3
Solar Panel DL 3.00 psf
Roof 1
Roof_Dist_DL 7.00 psf
M_Roof_Dist_DL 10224.80
Def_Roof_Dist_DL 3.87
PV_uni_Dist_DL 3.00 psf
M_PV_uni_Dist_DL 39.02
Def_PV_uni_Dist_DL 0.01
Total_Uni_DL 11.00 psf
M_Total_DL 10263.82
Def_Total_DL 3.89
Snow Load(psf)
Ground Snow Load, pg 20
Importance Factor, Ic 1
Thermal Factor, Ct 1
Exposure Factor, Ce 1
Flat roof snow, pF 20
Slope Factor, Cs 1
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91 502 | (747)333-5991 | new@engineerinc.io
2301 W San
Lorenzo Ave06/26/23
Sloped Row Snow, ps 20
Uni_Dist_S 20.00
M_uni_Dist_s 302.50
Def_uni_Dist_S 0.11
Wind Load
Ultimate Wind Speed 110
Directionality Factor,kd 0.85
Topographic factor 1.00
Velocity pressure exposure factor,kz 0.88
Ground Elevation Factor,ke 0.65
Side Wall Width 60
Median Roof Height 65.14
Velocity pressure,qz 23.17
External Pressure Up,GCp_1 -0.342
External Pressure Up,GCp_2 -0.6
External Pressure Up,GCp_3 -1.02
External Pressure Down,GCp 0.1604
Design Pressure Up,p_1 -6.62
Design Pressure Up,p_2 -11.62
Design Pressure Up,p_3 -19.76
Design Pressure Up,p 3.11
Uni_Dist_W_up -19.76
M_uni_Dist_W_up -298.87
Def_uni_Dist_W_up -0.11
Uni_Dist_W_down 3.11
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io
2301 W San
Lorenzo Ave06/26/23
M_uni_Dist_W_down 47.04
Def_uni_Dist_W_down 0.02
Lag Screw Uplift Check (ASD)
5/16" Lag Screw Withdrawl value 205.00 lb/in
Lag Screw Penetration 2.50 in
Roof1 0.6D+0.6W(up z1)4457.76 > 512.5
Roof1 0.6D+0.6W(up z2)4454.76 > 512.5
Framing Check (ASD):
Roof1 uni 1.0D+0.6W 10292.04 > 1020.94
Lag Screw Penetration 10511.86 > 1020.94
Roof1 0.6D+0.6W(up z1)10566.32 > 733.80
Roof1 0.6D+0.6W(up z2)5978.97 > 1020.94
Seismic Check:
Wood 5.00 psf
2x4 Studs @ 16"2.00 psf
Gypsum 3.00 psf
Misc(insulatioon,etc)2.00 psf
Total wall DL 12.00 psf
Total Wall Area (Approx)2940.00 ft2
Total Wall W 35280 lbs
Total Roof DL 7.50 psf
Total Roof Area (Approx)1564.22 ft2
Total Roof W 11731.65 lbs
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io
2301 W San
Lorenzo Ave06/26/23
OK
PV Panel W 3.00 psf
Area of panel 320.00 ft2
Total Roof W 586.58 lbs
% increase=(Wadditional)/Wexisting 1.34%
The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further
seismic analysis is required.
Limits of Scope of Work and Liability
Existing structure is assumed to have been designed and constructed following appropriate codes at
time of erection, and assumed to have appropriate permits. The calculations produced are only for the
roof framing supporting the proposed PV installation referenced in the stamped planset and were
completed according to generally recognized structural analysis standards and procedures, professional
engineering and design experience, opinions and judgements. Existing deficiencies which are unknown
or were not observable during time of inspection are not included in this scope of work. All PV modules,
racking, and mounting equipment shall be designed and installed per manufacturer's approved
installation specifications. The Engineer of Record and Engineerinc assume no responsibility for misuse
or improper installation. This analysis is not stamped for water leakage. Framing was determined based
on information in provided plans and/or photos, along with engineering judgement. Prior to
commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the
stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any
discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing
that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the
Engineer of Record of any concerns prior to starting construction. Prior to the commencement of work,
the contractor shall verify the existing roof and framing conditions. Notify Engineerinc and the engineer of
record of any Discrepancies prior to starting construction. Prior to the commencement of work, the
contractor shall inspect framing for any damage such as water damage, cracked framing, etc. and notify
the E.O.R. if any issues are found.These plans/calculations are stamped for structural code compliance
of the roof framing supporting the proposed PV installation reference only. These plans/calculations are
not stamped for water leakage. PV modules, racking, and attachment components must follow
manufacturer guidelines and requirements.
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91 502 | (747)333-5991 | new@engineerinc.io
2301 W San
Lorenzo Ave06/26/23
Date: 05/05/2023
Job Number: 13933
Prepared for : Eco Force Electric Inc., 17415 Villa Corta St, La Puente, CA 91744
Project.: Claudia Lara , 2301 W San Lorenzo Ave, Santa Ana, CA, 92704
The following calculations are for the structural engineering design of the photovoltaic panels and are
valid only for the structural info referenced in the stamped plan set. The verification of such info is the
responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for
the applied PV loads. All PV mounting equipment shall be designed and installed per manufacturer's
approved installation specifications.
Engineerinc.io
303 N Glenoaks Blvd Suite 200
Burbank, CA 91502
(747) 333 - 5991
new@engineerinc.io
303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io
2301 W San
Lorenzo Ave06/26/23
Structural Engineering Letter
Date: 05/05/2023
Project Name: Claudia Lara
Project Address: 2301 W San Lorenzo Ave, Santa Ana, CA, 92704
Contractor : Eco Force Electric Inc.
Contractor Address : 17415 Villa Corta St, La Puente, CA 91744
Attn : To Whom It May Concern
A Field observation of the condition of the existing framing system was performed by an audit team from
Eco Force Electric Inc.. From the Field observation of the property, the existing roof structure observed
as follows:
Existing roof is supported by 2 x 6 @ 24" rafters at the solar array. The rafters are sloped at
approximately 23 degree and have maximum projected horizontal span of 11 feet in between
load bearing supports.
Design Criteria
Applicable codes: 2022 California Building Code ASCE
7-16
Ground Snow Load: 20 psf
Roof Dead Load: 20 psf
Wind speed: 110 mph
Risk Category: II
I certify that the capacity of the structural roof framing that directly supports the additional gravity loading
due to the solar panel supports and modules had been reviewed and determined to meet or exceed the
requirements in accordance with the Design Criteria.
If you have any questions or concerns please contact us,
Engineerinc.io,
303 N Glenoaks Blvd Suite 200
Burbank, CA 91502
(747) 333 - 5991
new@engineerinc.io
Digitally
signed by
Manouchehr
Hakhamanesh
i
Date:
2023.05.05
08:26:21
-07'00'
2301 W San
Lorenzo Ave06/26/23
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Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ E 20878 09/30/2024
2301 W San
Lorenzo Ave06/26/23
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professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ 88083 03/31/2024
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Digitally signed
by Manouchehr
Hakhamaneshi
Date: 2023.06.14
08:30:06 -07'00'
2301 W San
Lorenzo Ave06/26/23
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were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ 88083 03/31/2024
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Digitally signed
by Manouchehr
Hakhamaneshi
Date: 2023.06.14
08:29:53 -07'00'
2301 W San
Lorenzo Ave06/26/23
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were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ 88083 03/31/2024
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
2301 W San
Lorenzo Ave06/26/23
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were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ 88083 03/31/2024
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
2301 W San
Lorenzo Ave06/26/23
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were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ 88083 03/31/2024
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Digitally
signed by
Manouchehr
Hakhamanesh
i
Date:
2023.06.14
08:29:31
-07'00'
2301 W San
Lorenzo Ave06/26/23
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Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ E 20878 09/30/2024
2301 W San
Lorenzo Ave06/26/23
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303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Professional Certification. I hereby certify that these documents
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professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ E 20878 09/30/2024
3. ALL ELECTRICAL EQUIPMENT SHALL BE UL LISTED OR
LABORATORY OR APPROVED BY THE DEPARTMENT.
1. ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE NEW
AND LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED
ELECTRICAL TESTING LABORATORY ACCREDITED BY THE UNITED
STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.
2. ALL WORK SHALL COMPLY WITH THE STATE OF CALIFORNIA,
AND ALL SANTA ANA APPLICABLE CODES AND REGULATIONS.
4. ALL EQUIPMENT SHALL BE GROUNDED PER
NATIONAL ELECTRICAL CODE.
ELECTRICAL PE NOTES:
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Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ 88083 03/31/2024
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
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Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ E 20878 09/30/2024
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303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ E 20878 09/30/2024
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Lorenzo Ave06/26/23
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Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ E 20878 09/30/2024
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Lorenzo Ave06/26/23
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Professional Certification. I hereby certify that these documents
were prepared or approved by me, and that I am a duly licensed
professional engineer under the laws of the State of California.
License No. ____________, Expiration Date: _______________ 88083 03/31/2024
Engineerinc.io,
303 N Glenoaks Blvd
Burbank, CA 91502
(747) 333-5991
Bldg# 101115434
Issued 06/26/23
Elec# 20179892
Issued 06/23/23
The scope of the plans is for the installation of the solar photovoltaic system
only and the approval is subject to compliance with all applicable city and
state codes and regulations regarding construction. The approval of the
plans does not constitute any certification of the accuracy, completeness, or
building permit status of the existing buildings and structures as shown.
2301 W San Lorenzo
Ave06/26/23
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 manufacturers 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
2301 W San
Lorenzo Ave06/26/23
Expedited Permit Process for PV Systems Micro-Inverter2
Expedited Permit Process for Small-Scale PV Systems
Micro-Inverter
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)_________________ ft2
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.
2301 W San
Lorenzo Ave06/26/23
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Micro-Inverter Site Plan
2301 W San
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Micro-Inverter Electrical Diagram
Contractor Name,
Address and Phone:
One-Line Standard Electrical Diagram
for Micro-Inverter PV Systems
Site Name:
Site Address:
System AC Size:
SIZE FSCM NO DWG NO REV
E1.1a
SCALE NTS Date: SHEET
Drawn By:
Checked By:
DESCRIPTION OR CONDUCTOR TYPE
USE-2 or PV WIRE
GEC EGC X ALL THAT APPLY
EXTERIOR CABLE LISTED W/ INV.
THWN-2 or XHHW-2 or RHW-2
GEC EGC X ALL THAT APPLY
NO DC GEC IF 690.35 SYSTEM
THWN-2 or XHHW-2 or RHW-2
GEC EGC X ALL THAT APPLY
TAG
1
2
3
4
5
CONDUIT AND CONDUCTOR SCHEDULE
COND.
GAUGE
MFG
MFG
NUMBER OF
CONDUCTORS
MFG Cable
MFG Cable
CONDUIT
TYPE
N/A
N/A
N/A
SAME
SAME
CONDUIT
SIZE
N/A
N/A
N/A
SAME
SAME
DESCRIPTION
PV DC or AC MODULE
DC/AC INVERTER (MICRO)
J-BOX (IF USED)
PV ARRAY
AC COMB. PANEL (IF USED)
GEN METER (IF USED)
AC DISCONNECT (IF USED)
SERVICE PANEL
TAG
1
2
3
4
5
6
7
8
PART NUMBER NOTES
FOR UNUSED MODULES
PUT "N/A” in BLANK ABOVE
1
1
3
2
3
EQUIPMENT SCHEDULE
2
_____
MICRO-INVERTERS
IN BRANCH-
CIRCUIT
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
J-BOX
4
AC DISCO
M
BUILDING
GROUNDING
ELECTRODE
G
M
UTILITY
SERVICE
MAIN SERVICE PANEL
MAIN
OCPD
INVERTER
OCPD
6
7
8
5
4
5
G
SEE GUIDE APPENDIX D FOR
INFORMATION ON MODULE AND
ARRAY GROUNDING
AC COMBINER
PANEL
G
____
MICRO-INVERTERS
IN BRANCH-
CIRCUIT
2301 W San
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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
E1.2a
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
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
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 OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO-
INVERTER CIRCUIT. 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.) 2009 ASHRAE FUNDAMENTALS 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, 90 oC 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 E):
OCPD = OVERCURRENT PROTECTION DEVICE
NATIONAL ELECTRICAL CODE®REFERENCES
SHOWN AS (NEC XXX.XX)
NOTES FOR ALL DRAWINGS:
SIGNS–SEE GUIDE SECTION 7
SIGN FOR DC DISCONNECT
SIGN FOR INVERTER OCPD AND AC
DISCONNECT (IF USED)
No sign necessary since 690.51
marking on PV module covers
needed information
AC OUTPUT CURRENT
NOMINAL AC VOLTAGE
SOLAR PV SYSTEM
AC POINT OF CONNECTION
THIS PANEL FED BY MULTIPLE
SOURCES (UTILITY AND SOLAR)
Notes for Micro-Inverter Electrical Diagram
2301 W San
Lorenzo Ave06/26/23