HomeMy WebLinkAbout2029 S Cedar - PlanRO
O
F
T
OP
GR
O
UN
D
LE
V
E
L
-
HO
U
SE EX
T
ER
IOR
20A
N
2 (N) JUNCTION BOX
WITH IRREVERSIBLE
GROUND SPLICE
NOTE: IN BETWEEN EACH ARRAY THE EMT IS USED AS THE
GROUNDING / BONDING, GROUND CLAMPS ARE AT EACH
END OF THE EMT CONDUIT WITH THE WIRE THEN FREE
AIR'D TO THE GROUND CLAMP ON THE RACKING RAIL
(N) 100A PV LOAD
CENTER
112
112 6 5
(N) (12) SOLAREVER SE-166*83-455M-144 (455W) MODULES
WITH (6) AP SYSTEM DS3-L 2 IN 1 MICRO-INVERTER
ATTACHED TO THE BACK OF MODULES.
PV CIRCUIT 2: 6 MODULES/PARALLEL [(3) AP SYSTEM DS3-L 2 IN 1]
PV CIRCUIT 1: 6 MODULES/PARALLEL [(3) AP SYSTEM DS3-L 2 IN 1]
1
1
20A
100A30A
BACKFEED
BREAKER
ALL EXISTING LOADS
RELOCATED FROM MAIN
SERVICE PANEL TO NEW
SUB SERVICE PANEL
(N) 240V/125A
SUB SERVICE PANEL
SINGLE PHASE
M
POINT OF
DELIVERY AND
INTERCONNECTION
100A
N
(E) GROUNDING
ELECTRODE OR
(UFER)
EXISTING
240V/100A
MAIN SERVICE PANEL
SINGLE PHASE
4 3
N
6 5
AC
DISCONNECT
TO BE LOCATED
WITHIN 10' OF
METER
(N) VISIBLE
LOCKABLE
2 POLE 60A
'KNIFE' A/C
DISCONNECT
3 SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
E-1
METER # 222013159246
SYSTEM SUMMARY
BRANCH #1
INVERTERS PER BRANCH 3
MAX AC CURRENT 9.6A
MAX AC OUTPUT POWER 2304W
ARRAY STC POWER 5460W
ARRAY PTC POWER 5096.40W
MAX AC CURRENT 19.20A
MAX AC POWER 4608W
DERATED (CEC) AC POWER
BRANCH #2
3
9.6A
2304W
Inverter Ratings
Inverter Make/Model AP SYSTEM DS3-L
Max DC Volt Rating 60V
Peak Output Power 768W
Max Nominal Voltage 240V
Max AC Current 3.20A
Max OCPD Rating 20A
DESIGN TEMPERATURES
ASHRAE EXTREME LOW 2°C
ASHRAE 2% HIGH 31 °C
PV Module Ratings @ STC
Module Make/Model
SOLAREVER
SE-166*83-455M-144 (455W)
MODULE
Max Power-Point Current (Imp)10.96A
Max Power-Point Voltage (Vmp)41.51 V
Open-Circuit Voltage (Voc)49.35V
Short-Circuit Current (Isc)11.41 A
Max Series Fuse (OCPD)20A
Nominal Maximum Power at STC
(Pmax)455W
Maximum System Voltage 1500V
Voc Temperature Coefficient -0.29%/°C
NOTE:TOTAL AMPERAGE RATING OF
ALL OVERCURRENT DEVICES SUMMED
UP IN THE MAIN PANEL EXCLUDING
MAIN SUPPLY OVERCURRENT DEVICE,
SHALL NOT EXCEED AMPACITY OF BUS
BAR NEC 2017 705.12(D)(2)(3)(c)
Conduit and Conductor Schedule
Tag Description Wire Gauge # of Conductors Conduit Type Conduit Size
1 PV WIRES 10 AWG 2 N/A - Free Air N/A - Free Air
1 Bare Copper Ground (EGC/GEC) 6 AWG 1 N/A - Free Air N/A - Free Air
2 THWN-2 10 AWG 4 EMT 3/4"
2 THWN-2 - Ground 8 AWG 1 EMT 3/4"
3 THWN-2 10 AWG 3 EMT
3 THWN-2 - Ground 8 AWG 1 EMT
SUB SERVICE PANEL
240/120V 1Ø, 3W
MAIN BUSS: 125A
MAX BREAKER SIZE:
(125A X 1.2) - 100A = 50A
4 THWN-2 3 AWG 3 EMT
THWN-2 - Ground 6 AWG 1 EMT 1-1/4"
1-1/4"
4
3/4"
3/4"
4918W
2029 S Cedar
12/07/22
N
1. NOT ALL PLACARDS SHOWN MAY BE REQUIRED BY LOCAL AHJ. CONTRACTOR TO VERIFY PLACARD
REQUIREMENTS WITH LOCAL AHJ BEFORE INSTALLATION.
2. ALL PLAQUES AND SIGNAGE REQUIRED BY THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE
3. ALTERNATE POWER SOURCE PLACARD SHALL BE METALLIC OR PLASTIC, ENGRAVED OR MACHINE
PRINTED LETTERS IN A CONTRASTING COLOR TO THE PLAQUE. THIS PLAQUE WILL BE ATTCHED BY POP
RIVETS OR SCREWS OR OTHER APPROVED METHOD.
4. DIRECTORY PLACARD MARKING CONTENT AND FORMAT: RED BACKGROUND, WHITE LETTERING,
MINIMUM 3/8" LETTER HIEGHT, ALL CAPITAL LETTERS, ARIAL OR SIMILAR FONT, NON BOLD, REFLECTIVE
WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT.
PERMANENT SIGNAGE NOTES:
WARNING!
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
POWER SOURCE OUTPUT CONNECTION
LABEL LOCATION:
ADJACENT TO PV BREAKER (IF APPLICABLE).
PER CODE(S): CEC 2019: 705.12(B)(2)(3)(b)
!
DO NOT ADD LOADS
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
WARNING
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2019: 705.12(B)(2)(3)(c),
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN
PV SYSTEM AND REDUCE
SHOCK HAZARD IN THE
ARRAY.
LABEL LOCATION:
ON OR NO MORE THAT 3 M (10 FT) FROM THE SERVICE
DISCONNECTING MEANS TO WHICH THE PV SYSTEMS
ARE CONNECTED.
ELECTRICAL SHOCK HAZARD
WARNING!
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2019: 690.13(B)
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
5$3,' 6+87'2:1 6: ,7&+
)25 62/$5 39 6<67(0
LABEL LOCATION:
UTILITY SERVICE ENTRANCE/METER, INVERTER/DC
DISCONNECT IF REQUIRED BY LOCAL AHJ, OR
OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ.
PER CODE(S): CEC 2019: 690.56(C)(3),
CFC 2019: 1204.5.3
32:(5727+,6%8,/',1*,6
$/626833/,(')5207+(
)2//2:,1*6285&(6:,7+
',6&211(&76$66+2:1
&$8 7,21
(N) SOLAR PANELS AND
MICRO-INVERTERS ON
ROOF
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
19.2 AMPS
240.0 VAC
PHOTOVOLTAIC AC DISCONNECT
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2019: 690.54
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
E-2
WARNING!
THIS EQUIPMENT FED BY MULTIPLE
SOURCES. TOTAL RATING OF ALL
OVERCURRENT DEVICES, EXCLUDING
MAIN SUPPLY OVERCURRENT
DEVICE, SHALL NOT EXCEED
AMPACITY OF BUSBAR.
PV INTERCONNECTION POINT. LOCATION OF
SUB SERVICE PANEL, AC DISCONNECT & PV
LOAD CENTER .
LOCATION OF METER MAIN COMBO
2029 CEDAR ST
2029 S Cedar
12/07/22
NOT FOR PERMITTING USE. FOR INSTALLATION USE ONLY
2 1
4 3
6 5
8 7
10 9
12 11
14 13
16 15
18 17
20 19
22 21
24 23
26 25
28 27
30 29
32 31
34 33
36
35
38
37
40
39
42
41
44
43
7473
7271
7069
6867
6665
6463
6261
6059
5857
5655
5453
5251
5049
4847
4645
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
INSTALL
2029 S Cedar
12/07/22
To whom it may concern,
This letter serves to confirm I have chosen to have my system installed by Solgen
Construction LLC. You have my express permission to move forward with the solar
permit applied for by Solgen Construction LLC for my property at 2029 Cedar St,
Santa Ana, CA 92707.
Thank you,
Jose Hernandez Martinez
DocuSign Envelope ID: 5AFFEF76-57BB-4DD8-84F3-1ABDDD484625
2029 S Cedar
12/07/22
2029 S Cedar
12/07/22
2029 S Cedar
12/07/22
2029 S Cedar
12/07/22
2029 S Cedar
12/07/22
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
1053344
Solgen Construction, LLC
Cole Farmer
Permits@CoreEnergyGroup.com
559-462-6009
2029 Cedar St, Santa Ana, CA 92707
10/27/2022
2029 S Cedar
12/07/22
10/18/2022
RE: Structural Certification for Installation of Residential Solar
JOSE HERNANDEZ MARTINEZ:2029 CEDAR ST, SANTA ANA, CA 92707
Attn: To Whom It May Concern
Design Criteria
Code 2019 California Building Code (ASCE 7-16)
Risk category II Wind Load (component and Cladding)
Roof Dead Load Dr 10 psf V 110 mph
PV Dead Load DPV 3 psf Exposure C
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
If you have any questions on the above, please do not hesitate to call.
Sincerely,
Eugene Munyanziza, P.E.
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com
Exp: 06/30/2024
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the
PV system to existing roof framing. From the field observation report, the roof is made of Composition shingle
roofing over roof plywood supported by 2X4 Trusses at 24 inches. The slope of the roof was approximated to
be 27 degrees and the allowable maximum rafter span is 6 feet between supports.
After review of the field observation data and based on our structural capacity calculation, the existing roof
framing has been determined to be adequate to support the imposed loads without structural upgrades.
Contractor shall verify that existing framing is consistent with the described above before install. Should they
find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity
calculations were done in accordance with applicable building codes.
projects@evengineersnet.com
http://www.evengineersnet.com
2029 S Cedar
12/07/22
Structural Letter for PV Installation
Date: 10/18/2022
Job Address: 2029 CEDAR ST
SANTA ANA, CA 92707
Job Name: JOSE HERNANDEZ MARTINEZ
Job Number: 221018JHM
Scope of Work
Table of Content
Sheet
1 Cover
2 Attachment Uplift checks
3 Roof Framing Check
4 Seismic Check and Scope of work
Engineering Calculations Summary
Code 2019 California Building Code (ASCE 7-16)
Risk category II
Roof Dead Load Dr 10 psf
PV Dead Load DPV 3 psf
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
Wind Load (component and Cladding)
V 110 mph
Exposure C
References
NDS for Wood Construction
Sincerely,
Eugene Munyanziza, P.E.
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com Exp: 06/30/2024
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the
PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
manufacturer's approved installation specifications.
projects@evengineersnet.com
http://www.evengineersnet.com
2029 S Cedar
12/07/22
Wind Load Cont.
110 mph ASCE 7-16 Figure 26.5-1B
C
1.0 ASCE 7-16 Sec 26.8.2
0.93 ASCE 7-16 Table 26.10-1
0.85 ASCE 7-16 Table 26.6-1
1.00 ASCE 7-16 Table 26.9-1
24.39 psf
27.0 Degrees
1.5 Conservatively assuming all exposed
0.8 conservatively assuming 10 ft2 effective area
Uplift (W)Zone(1) Zone(2r) Zone(2e)Zone(3)
Fig. 30-3-2 GCp=-1.8 -2.2 -2.2 -2.1
Eq. 29.4-7 P=qh(GCp)(γE)(γa)=-52.69 -64.40 -64.40 -61.47
GCp=0.7 Figure 30.3-2
P=qh(GCp)(γE)(γa)=11.46 Equation 29.4-7
Rafter Attachments: 0.6D+0.6W (CD=1.6)
Connection Check
Attachment max. spacing= 6 ft
5/16" Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A - NDS
2.5 in DFL Assumed
Prying Coefficient 1.4
Allowable Capacity= 760 lbs
Zone Trib Width Area (ft) Uplift (lbs) Down (lbs)
Zone(1) 6 16.5 308.4 238.6
Zone(2r) 6 16.5 373.3 238.6
Zone(2e) 6 16.5 373.3 238.6
Zone(3) 6 16.5 357.0 238.6
Conservative Max= 373.3 < 760
CONNECTION IS OK
Risk Category =
KZ =
Kd =
Ke =
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
II
V=
Exposure =
1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift
governs
γE=
γa=
KZt =
qh= 0.00256KzKztKdKeV2=
Pitch =
Lag Screw Penetration
projects@evengineersnet.com
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2029 S Cedar
12/07/22
Vertical Load Resisting System Design
Roof Framing Trusses
Snow Load Fully Exposed
pg= 0 psf Ct = 1.1
Ce = 0.9 Is = 1.0
pf = 0 psf
pfmin. = 0.0 psf
ps = 0 psf Conservatively (Cs=1) 0 plf
Max Length, L = 6.0 ft (Rafter maximum Allowable Horizontal Span)
Tributary Width, WT = 24 in
Dr = 10 psf 20 plf
PvDL = 3 psf 18 plf
Load Case: DL+0.75(0.6W+S)
0.75(Pnet+Ps)+ Ppvcos(θ)+PDL= 48 plf
Mdown= 145 lb-ft
Mallowable = Sx x Fb' (wind)= 456 lb-ft > 145 lb-ft OK
Load Case: DL+S
Ps+ Ppvcos(θ)+PDL= 38 plf
Mdown= 114 lb-ft
Mallowable = Sx x Fb' (wind)= 456 lb-ft > 114 lb-ft OK
Load Case: DL+0.6W
Pnet+ Ppvcos(θ)+PDL= 51.8 plf
Max Moment, Mu= 155 lb-ft
Mallowable = Sx x Fb' (wind)= 634 lb-ft > 155 lb-ft OK
Pv max Shear= 238.6 lbs
Shear, Vu=wL/2+Pv Point Load = 353 lbs
Max Shear, Vu=wL/2+Pv Point Load = 353 lb
Member Capacity
DF-L No.2
2X4 CL CF Ci Cr KF φ λ
Fb = 900 psi 1.0 1.5 1.0 1.15 2.54 0.85 0.8 1553 psi
Fv = 180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi
E = 1600000 psi N/A N/A 1.0 N/A N/A N/A N/A 1600000 psi
Emin = 580000 psi N/A N/A 1.0 N/A 1.76 0.85 N/A 580000 psi
Depth, d = 3.5 in
Width, b = 1.5 in
Cross-Sectonal Area, A = 5.25 in2
Moment of Inertia, Ixx = 5.35938 in4
Section Modulus, Sxx = 3.0625 in
Allowable Moment, M all = Fb'Sxx = 396.2 lb-ft DCR=Mu/Mall = 0.32 < 1 Satisfactory
Allowable Shear, Vall = 2/3Fv'A = 630.0 lb DCR=Vu/Vall = 0.56 < 1 Satisfactory
Design Value Adjusted Value
projects@evengineersnet.com
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2029 S Cedar
12/07/22
Siesmic Loads Check
Roof Dead Load 10 psf
% or Roof with Pv 15%
Dpv and Racking 3 psf
Average Total Dead Load 10.5 psf
Increase in Dead Load 1.8%OK
Limits of Scope of Work and Liability
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -
JOSE HERNANDEZ MARTINEZ. The analysis was according to applicable building codes, professional engineering and
design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for
the proposed solar panel installation referenced in the stamped plan set and were made according to generally
recognized structural analysis standards and procedures.
projects@evengineersnet.com
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2029 S Cedar
12/07/22
3'
3'
N
1'-6"
SCALE: 3/32" = 1'-0"
PV SYSTEM SITE PLAN
PV SYSTEM SIZE:
5.46 kW DC
LOCATION OF METER MAIN COMBO
LEGEND
M
CONSTRUCTION NOTES
M
PV INTERCONNECTION POINT. LOCATION OF
SUB SERVICE PANEL, AC DISCONNECT & PV
LOAD CENTER MOUNTED ON EXTERIOR WALL
OF A SINGLE FAMILY RESIDENCE.
NEW SOLAR PANELS
DRIVEWAY
(12) SOLAREVER SE-166*83-455M-144 (455W) WITH
(6) AP SYSTEM DS3-L MICRO-INVERTERS
MOUNTED TO THE BACK OF MODULES MOUNTED
ON COMP SHINGLE ROOF
2029 CEDAR ST
ROOF OBSTRUCTIONS
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
PV-1
(E) SERVICE DROP
Roof Azimuth: 180°
Roof Tilt: 27°
Roof Section 1
ACD AC DISCONNECT
LC PV LOAD CENTER
1. SOLAR PHOTOVOLTAIC SYSTEM TO BE INSTALLED ON
RESIDENTIAL STRUCTURE.
2. THIS PROJECT HAS BEEN DESIGNED IN COMPLIANCE
WITH THE CBC SECTION 1609 TO WITHSTAND A BASIC
WIND SPEED OF 110 MPH (3 SECOND GUST), WIND
EXPOSURE C.
3. THE ROOF MEMBERS ARE 2 "X 4" TRUSSES AT 24" ON
CENTER. CONNECTION TO STRUCTURE SHALL NOT BE
WITHIN 11" OF NAILING PLATES.
4. THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT
OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING
ROOF VENTS.
5. ALL CONDUCTORS AND CONDUITS MOUNTED ON ROOF
SHALL BE MINIMUM 7/8" ABOVE ROOF SURFACE
(INCLUDING CABLES UNDERNEATH MODULES AND
RACKING).
6. ROOF ACCESS POINTS SHALL BE PROVIDED PER THE
FOLLOWING (CRC R324.7.1, CBC 3111.2.1)
6.1. LOCATED IN AREAS NOT REQUIRING PLACEMENT
OF GROUND LADDERS OVER OPENINGS SUCH AS
DOORS OR WINDOWS.
6.2. LOCATED AT STRONG POINTS OF CONSTRUCTION IN
LOCATIONS WHERE ACCESS POINT DOES NOT
CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH
AS: TREES, WIRES, OR SIGNS.
7. SETBACKS AT RIDGES CAN BE REDUCED TO 18 INCHES
IN COMPLIANCE WITH 2019 CFC/2018 IFC 1204.2.1.2
TOTAL PLAN VIEW AREA = 1834 SQFT TOTAL PV
AREA = 12(82.44 IN)(40.86 IN)/(144 IN^2) = 280.71 SQFT
(280.71 SQFT/ 1834 SQFT)100 = 15.31 % TOTAL PV
AREA POPULATES 15.31 % OF TOTAL PLAN VIEW
AREA AND IS WITHIN THE 33% REQUIREMENT.
LC
LOCATION OF "RAPID SHUTDOWN"
AC DISCONNECT NEC 690.12
METER MAIN COMBO
CAL-FIRE ROOF LADDER
ACCESS POINT
SS
P
SSP SUB SERVICE PANEL
PROPERTY LINEPROPERTY LINE
PR
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CAL-FIRE ROOF LADDER
ACCESS POINT
(E) STRUCTURE ON
PROPERTY
AC
D
Structural
Only
BLDG# 101112853 ISS. 12/07/2022
ELEC# 20178018 ISS. 12/07/2022
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.
2029 S Cedar
12/07/22
6' 6' 6' 6'
N
SCALE: 3/16" = 1'-0"
PV SYSTEM MOUNTING DETAILS
EXISTING COMP SHINGLE
ROOF
EVEREST SPLICE FOOT XL FOR
COMP SHINGLE @ 72" O.C. MAX
PROPOSED EVEREST
CROSSRAIL RACKING
PROPOSED SOLAREVER SE-166*83-455M-144 (455W)
PV SOLAR MODULES
EXISTING 2 "X 4" ROOF
TRUSSES @ 24"O.C.
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
PV-2
Roof Azimuth: 180°
Roof Tilt: 27°
Roof Section 1
Structural
Only
2029 S Cedar
12/07/22
RO
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SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
1. ROOF MATERIAL: COMP SHINGLE
2. ROOF STRUCTURE: TRUSSES
3. ATTACHMENT TYPE: EVEREST SPLICE FOOT XL
4. MODULE MANUFACTURER: SOLAREVER
5. MODULE MODEL: SE-166*83-455M-144 (455W)
6. MODULE LENGTH: 82.44''
7. MODULE WIDTH: 40.86"
8. MODULE WEIGHT: 51.8 LBS.
9. SEE SHEET S-1 FOR DIMENSION(S)
10. MIN. FIRE OFFSET: 18"
11. TRUSSES SPACING: 24" O.C.
12. TRUSSES SIZE: 2 "X 4" NOMINAL
13. LAG BOLT DIAMETER: 5/16 IN.
14. LAG BOLT EMBEDMENT: 2.5 IN.
15. TOTAL # OF ATTACHMENTS: 24
16. TOTAL AREA: 280.71 SQ. FT.
17. TOTAL WEIGHT: 621.60 LBS.
18. WEIGHT PER ATTACHMENT: 25.90 LBS.
19. DISTRIBUTED LOAD: 2.21 PSF
20. MAX. HORIZONTAL STANDOFF: 72 IN.
21. MAX. VERTICAL STANDOFF:
LANDSCAPE: 26 IN., PORTRAIT: 39 IN.
22. STANDOFF STAGGERING: YES
23. RAIL MANUFACTURER AND MODEL
(OR EQUIV.):EVEREST CROSSRAIL
24. RAIL WEIGHT: 0.436 PLF.
25. MAX. TRUSSES SPAN: 12 FT.
26. MODULE CLEARANCE: 3 IN. MIN., 6 IN. MAX.
PV-3
Structural
Only
2029 S Cedar
12/07/22
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
S-1
2029 S Cedar
12/07/22
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
S-2
2029 S Cedar
12/07/22
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
S-3
2029 S Cedar
12/07/22
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
S-4
2029 S Cedar
12/07/22
SHEET #
T-1
T-2
PV-1
PV-2
PV-3
E-1
E-2
S-1
S-2
S-3
S-4
SHEET NAME
COVER SHEET
PLAN NOTES
SITE PLAN LAYOUT
ATTACHMENT DETAILS
MOUNTING DETAILS
ELECTRICAL DIAGRAM
WARNING LABELS
SPEC SHEET
SPEC SHEET
SPEC SHEET
SPEC SHEET
PROJECT INFORMATION
PROPERTY OWNER
NAME: JOSE HERNANDEZ MARTINEZ
PHONE:-
CONTRACTOR
NAME:SOLGEN CONSTRUCTION
PHONE:(559) 442-9887
DESIGN SPECIFICATIONS
OCCUPANCY: R-3
CONSTRUCTION TYPE: SINGLE FAMILY RESIDENCE
ZONING: RESIDENTIAL
GROUND SNOW LOAD: 0 PSF
WIND EXPOSURE: C
WIND SPEED: 110 MPH
APPLICABLE CODES & STANDARDS
2019 CALIFORNIA RESIDENTIAL CODE (CRC)
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ENERGY CODE (ENERGY)
2019 CALIFORNIA GREEN BUILDING CODE (CALGREEN)
2017 NATIONAL ELECTRICAL CODE (NEC)
2019 CALIFORNIA FIRE CODE (CFC)
COORDINATES:
33.721487, -117.858455
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
T-1
AERIAL VIEW
TYPE OF
INTERCONNECTION: BACKFEED BREAKER IN THE SSP
SCOPE OF WORK
SYSTEM SIZE: STC: 12 X 455W = 5.460kW
PTC: 12 X 424.7W = 5.096kW
(12) SOLAREVER SE-166*83-455M-144 (455W) MODULES
(6) AP SYSTEM DS3-L MICROINVERTERS
(1)100A PV LOAD CENTER
(1) 125A SUB SERVICE PANEL
(1) 60A KNIFE AC DISCONNECT
MSP UPGRADE: NO
MAIN BREAKER DERATE: NO
RACKING & MOUNTING
PV ATTACHMENT TYPE: EVEREST SPLICE FOOT XL FOR COMP SHINGLE ROOF
RACKING TYPE: EVEREST CROSSRAIL- ROOF
MOUNT RACKING HARDWARE
MARTINEZ RESIDENCE
NEW PHOTOVOLTAIC SYSTEM
PROJECT - 5.460 kW DC /
4.608 kW AC
Structural
Only
2029 S Cedar
12/07/22
1.1. PROJECT NOTES:
1.2. THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE NATIONAL
ELECTRICAL CODE (NEC) ARTICLE 690, ALL MANUFACTURERS’S LISTING AND
INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED
BY THE AUTHORITY HAVING JURISDICTION’S (AHJ) APPLICABLE CODES.
1.3. THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND
PV SYSTEM INSPECTED PRIOR TO PARALLEL OPERATION
1.4. GROUND FAULT DETECTION AND INTERRUPTION (GFDI) DEVICE IS
INTEGRATED WITH THE MICROINVERTER IN ACCORDANCE WITH NEC
690.5(A)
1.5. ALL PV SYSTEM COMPONENTS; MODULES, UTILITY-INTERACTIVE
INVERTERS, AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND
LISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY NEC 690.4
& NEC 690.60: PV MODULES: UL1703, IEC61730, AND IEC61215, AND NFPA 70
CLASS C FIRE INVERTERS: UL 1741 CERTIFIED, IEEE 1547, 929, 519
COMBINER BOX(ES): UL 1703 OR UL 1741 ACCESSORY
1.6. MAX DC VOLTAGE CALCULATED USING MANUFACTURER PROVIDED TEMP
COEFFICIENT FOR VOC. IF UNAVAILABLE, MAX DC VOLTAGE CALCULATED
ACCORDING TO NEC 690.7.
1.7. ALL INVERTERS, PHOTOVOLTAIC MODULES, PHOTOVOLTAIC PANELS, AND
SOURCE CIRCUIT COMBINERS INTENDED FOR USE IN A PHOTOVOLTAIC
POWER SYSTEM WILL BE IDENTIFIED AND LISTED FOR THE APPLICATION
PER 690.4 (D). SHALL BE INSTALLED ACCORDING TO ANY INSTRUCTIONS
FROM LISTING OR LABELING [NEC 110.3].
1.8. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING
CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL
PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE NEC
AND AHJ.
1.9. SCOPE OF WORK:
1.10. PRIME CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND
SPECIFICATIONS OF THE GRID-TIED PHOTOVOLTAIC SYSTEM RETROFIT.
PRIME CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTING EXISTING
ONSITE REQUIREMENTS TO DESIGN, SPECIFY, AND INSTALL THE
EXTERIOR ROOF-MOUNTED PORTION OF THE PHOTOVOLTAIC SYSTEMS
DETAILED IN THIS DOCUMENT.
1.11. WORK INCLUDES:
1.12. PV ROOF ATTACHMENTS - EVEREST SPLICE FOOT XL FOR COMP SHINGLE
1.13. PV RACKING SYSTEM INSTALLATION - EVEREST CROSSRAIL ROOF MOUNT
RACKING HARDWARE
1.14. PV MODULE AND INVERTER INSTALLATION - SOLAREVER SE-166*83-455M-144
(455W) MODULES / AP SYSTEM DS3-L MICROINVERTERS
1.15. PV EQUIPMENT GROUNDING
1.16. PV SYSTEM WIRING TO A ROOF-MOUNTED JUNCTION BOX
1.17. PV LOAD CENTERS (IF INCLUDED)
1.18. PV METERING/MONITORING (IF INCLUDED)
1.19. PV DISCONNECTS
1.20. PV GROUNDING ELECTRODE & BONDING TO (E) GEC
1.21. PV FINAL COMMISSIONING
1.22. (E) ELECTRICAL EQUIPMENT RETROFIT FOR PV
1.23. SIGNAGE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE
1.24. SITE NOTES:
1.25. A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA
REGULATIONS.
1.26. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS
SYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE
BATTERIES.
1.27. THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING,
MECHANICAL, OR BUILDING ROOF VENTS.
1.28. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND
PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION
NEC 110.26.
1.29. ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN
ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S
INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT
THE BUILDING OR STRUCTURE.
1.30. EQUIPMENT LOCATIONS:
1.31. ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY NEC
110.26.
1.32. WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR
EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C)
AND NEC TABLES 310.15 (B)(2)(A) AND 310.15 (B)(3)(C)
1.33. JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES
ACCORDING TO NEC 690.34.
1.34. ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE
INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT.
1.35. ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED
PERSONNEL ACCORDING TO NEC APPLICABLE CODES.
1.36. ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR
OUTDOOR USAGE WHEN APPROPRIATE.
1.37. STRUCTURAL NOTES:
1.38. RACKING SYSTEM
1.39. PV ARRAY WILL BE INSTALLED ACCORDING TO CODE-COMPLIANT
INSTALLATION MANUAL. TOP CLAMPS REQUIRE A DESIGNATED SPACE
BETWEEN MODULES, AND RAILS MUST ALSO EXTEND
1.40. A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAY/SUBARRAY,
ACCORDING TO RAIL MANUFACTURER’S INSTRUCTIONS.
1.41. JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS'
SPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED
SEALED PER LOCAL REQUIREMENTS.
1.42. ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND
SEALED WITH APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED
CONTRACTOR.
1.43. ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN
THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER.
1.44. WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE
STAGGERED AMONGST THE ROOF FRAMING MEMBERS.
1.45. WIRING & CONDUIT NOTES:
1.46. ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR
PURPOSE. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM
CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING.
1.47. CONDUCTORS SIZED ACCORDING TO NEC 690.8, NEC 690.7.
1.48. VOLTAGE DROP LIMITED TO 1.5%.
1.49. DC WIRING LIMITED TO MODULE FOOTPRINT. MICROINVERTER WIRING
SYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY WITH
SUITABLE WIRING CLIPS.
1.50. AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: PHASE A OR L1-
BLACK PHASE B OR L2- RED, OR OTHER CONVENTION IF THREE PHASE
PHASE C OR L3- BLUE, YELLOW, ORANGE**, OR OTHER CONVENTION
NEUTRAL- WHITE OR GREY IN 4-WIRE DELTA CONNECTED SYSTEMS THE
PHASE WITH HIGHER VOLTAGE TO BE MARKED ORANGE [NEC 110.15
1.51. GROUNDING NOTES:
1.52. GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR
PURPOSE, AND GROUNDING DEVISES EXPOSED TO THE ELEMENTS SHALL
BE RATED FOR SUCH USE.
1.53. PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO NEC 690.43 AND
MINIMUM NEC TABLE 250.122.
1.54. METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES
CONSIDERED GROUNDED IN ACCORD WITH 250.134 AND 250.136(A).
1.55. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO
NEC 690.45 AND MICROINVERTER MANUFACTORERS’ INSTRUCTIONS.
1.56. EACH MODULE WILL BE GROUNDED USING WEEB GROUNDING CLIPS AS
SHOWN IN MANUFACTURER DOCUMENTATION AND APPROVED BY THE
AHJ. IF WEEBS ARE NOT USED, MODULE GROUNDING LUGS MUST BE
INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THE
MANUFACTURERS' INSTALLATION REQUIREMENTS.
1.57. THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH
THAT THE REMOVAL OF A MODULE DOES NOT INTERRUPT A GROUNDING
CONDUCTOR TO ANOTHER MODULE.
1.58. GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE
COLORED GREEN OR MARKED GREEN IF #4 AWG OR LARGER [NEC 250.119]
1.59. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND
NEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR
INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING
TO NEC 250, NEC 690.47 AND AHJ.
1.60. GROUND-FAULT DETECTION SHALL COMPLY WITH NEC 690.5 IN GENERAL
AND NEC 690.5 (A)(1) SPECIFICALLY.
1.61. DISCONNECTION AND OVER-CURRENT PROTECTION NOTES:
1.62. DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE
SWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE
CONNECTED TO THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THE
UPPER TERMINALS).
1.63. DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE
LOCKABLE, AND BE A VISIBLE-BREAK SWITCH
1.64. RAPID SHUTDOWN OF ENERGIZED CONDUCTORS BEYOND 10 FT OF PV
ARRAY OR 5 FT INSIDE A BUILDING WITHIN 10 SECONDS. CONTROLLED
CONDUCTORS ≤30V AND ≤240VA [NEC 690.12]. LOCATION OF LABEL
ACCORDING TO AHJ
1.65. ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8,
690.9, AND 240.
1.66. MICROINVERTER BRANCHES CONNECTED TO A SINGLE BREAKER OR
GROUPED FUSES IN ACCORDANCE WITH NEC 110.3(B).
1.67. IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT CIRCUIT
PROTECTION ACCORDING TO NEC 690.11 AND UL1699B.
1.68. INTERCONNECTION NOTES:
1.69. LOAD-SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH [NEC
690.64 (B)]
1.70. THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS INPUT MAY
NOT EXCEED 120% OF BUSBAR RATING [NEC 705.12(D)(2)(3)].
1.71. WHEN SUM OF THE PV SOURCES EQUALS >100% OF BUSBAR RATING, PV
DEDICATED BACKFFED BREAKERS MUST BE LOCATED OPPOSITE END OF
THE BUS FROM THE UTILITY SOURCE OCPD [NEC 705.12(D)(2)(3)].
1.72. AT MULTIPLE PV OUTPUT COMBINER PANEL, TOTAL RATING OF ALL
OVERCURRENT DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR.
HOWEVER, THE COMBINED OVERCURRENT DEVICE MAY BE EXCLUDED
ACCORDING TO NEC 705.12 (D)(2)(3)(C).
1.73. FEEDER TAP INTERCONECTION (LOAD SIDE) ACCORDING TO NEC 705.12
(D)(2)(1)
1.74. SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO NEC 705.12 (A) WITH
SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH NEC 230.42
1.75. BACKFEEDING BREAKER FOR UTILITY-INTERACTIVE INVERTER OUTPUT IS
EXEMPT FROM ADDITIONAL FASTENING [NEC 705.12 (D)(5)].
SHEET
CONTRACTOR
SOLGEN CONSTRUCTION LLC.
MARTINEZ
RESIDENCE
License#: C-10 1053344
ADDRESS: 2072 N MAIN ST
FL 2, LOGAN
UT 84341-1993
CSLB#: 1053344
DESIGNER: ORG
CORE ENERGY GROUP.
2029 CEDAR ST,
SANTA ANA,
CA 92707
APN: 01411247
DATE:10/18/2022
T-2
2029 S Cedar
12/07/22