HomeMy WebLinkAbout306 W Alpine Ave - PlanCOVER SHEET
PHOTOVOLTAIC ROOF MOUNT SYSTEM
306 W ALPINE AVE, SANTA ANA, CA, 92707 USA
SHEET NAME
SHEET NUMBER
PV-0
PROJECT NAME
EU
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR10/22/2022 INITIAL RELEASE
GOVERNING CODES:
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA RESIDENTIAL CODE (CRC)
2019 CALIFORNIA GREEN CODE (CGC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CA FIRE CODE TITLE 24 SUPPLEMENT
ANY OTHER LOCAL AMENDMENTS
2 VICINITY MAP
SCALE: NTSPV-0
1 AERIAL PHOTO
SCALE: NTSPV-0
GENERAL NOTES
· THE CONTRACTOR/INSTALLER OF THE SOLAR PV SYSTEM OVER EXISTING
ROOF SHALL CONFORM TO OSHA REQUIREMENTS DURING THE
CONSTRUCTION PHASE. JOB SAFETY AND CONSTRUCTION PROCEDURES
ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR/INSTALLER.
· REFER TO ELECTRICAL DRAWING PV-4 FOR PANEL DETAILED
INFORMATION.
· IN CASE OF CONFLICT BETWEEN STRUCTURAL DRAWINGS AND
ELECTRICAL DRAWINGS, THE MOST RIGID REQUIREMENTS SHALL
GOVERN.
· THE CONTRACTOR/INSTALLER SHALL VERIFY ALL EXISTING BUILDING
INFORMATION SHOWN (DIMENSIONS, ROOF TOP PROJECTIONS, ETC.) AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATIONS
OF PV SYSTEM.
· THE CONTRACTOR/INSTALLER SHALL VERIFY AND COORDINATE EXISTING
OPENINGS, ROOF TOP UNITS, VENT PIPES, ETC. SHOWN ON DRAWINGS. IF
THERE IS A DISCREPANCY BETWEEN DRAWINGS, IT IS THE
CONTRACTORS/INSTALLER'S RESPONSIBILITY TO NOTIFY ENGINEER
PRIOR TO PERFORMING THE WORK.
· ALL CONSTRUCTION IS TO BE PERFORMED IN STRICT CONFORMANCE
WITH ALL APPLICABLE TOWN, COUNTY & STATE REGULATIONS AND/OR
ANY OTHER GOVERNING BODIES.
· DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. CONTRACTOR MUST
CONDUCT ROOF SURVEY TO VERIFY DIMENSIONS SHOWN ON PLAN PRIOR
TO INSTALLATION. IF THERE IS A DISCREPANCY IT IS
CONTRACTOR/INSTALLER'S RESPONSIBILITY TO NOTIFY THE ENGINEER
IMMEDIATELY.
· LOCATED IN AREAS NOT REQUIRING PLACEMENT OF GROUND LADDERS
OVER OPENINGS SUCH AS DOORS OR WINDOWS.
· LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN
LOCATIONS WHERE ACCESS POINT DOES NOT CONFLICT WITH
OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES, OR SIGNS.
· DISCONNECT MEANS MUST HAVE DEDICATED CLEAR UNOBSTRUCTED
WORKING SPACE NOT LESS THAN 3' DEEP BY 2.5' WIDE TO NOT LESS
THAN 6.5' ABOVE WALKABLE SURFACES IN FRONT OF DISTRIBUTION
PANEL.
· ALL SOLAR MODULES, EQUIPMENT, AND METALLIC COMPONENTS TO BE
BONDED.
· PV ARRAY NOT TO EXCEED HIGHEST POINT OF THE ROOF.
· RAPID SHUTDOWN IS ACTIVED AT THE INVERTER BY THE AC DISCONNECT.
ELECTRICAL NOTES
· ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR
ITS APPLICATION.
·ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 & 75
DEGREE C WET ENVIRONMENT.
· WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE
ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE
NEAREST RIDGE, HIP, OR VALLEY.
·WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL
EQUIPMENT SHALL COMPLY WITH CEC 110.26.
·DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.
CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS,
FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND
STANDARDS.
·WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT
SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY.
·ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND
READILY VISIBLE.
·MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME
AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION.
·MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER E.G.C.
VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG.
·THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE
INTERCONNECTION METHOD : SUPPLY SIDE BREAKER PER NEC705.12(A)
MSP UPGRADE: YES
EXISTING MSP INFORMATION
(E)100A MAIN SERVICE PANEL WITH (E) 100A MAIN BREAKER
SYSTEM SUMMARY:
(N) 16 - HANWHA Q CELL Q.PEAK DUO BLK ML-G10+ (400W) MODULES
(N) 16 - ENPHASE ENERGY IQ8M-72-2-US MICRO-INVERTERS
(N) JUNCTION BOX
(N) 200A MAIN SERVICE PANEL (MC2040B1200EFC SOLAR READY)
WITH (N) 200A MAIN BREAKER
(N) ENPHASE IQ COMBINER BOX 4
ROOF TYPE: - ROLLED COMP
ROOF FRAME: - 2"X8" RAFTERS @16" O.C.
STORY: - TWO STORY
SNOW LOAD : - 0 PSF
WIND SPEED :- 95 MPH
WIND EXPOSURE:- C
RISK CATEGORY:- II
COORDINATE:- 33.700261, -117.870484
DESIGN CRITERIA:
16 MODULES-ROOF MOUNTED - 6.40 kWDC, 5.766 CEC kWAC
SHEET INDEX
PV-0 COVER SHEET
PV-1 SITE PLAN WITH ROOF PLAN
PV-2 ROOF PLAN WITH MODULES
PV-3 ATTACHMENT DETAILS
PV-4 ELECTRICAL LINE DIAGRAM WITH
CALCULATION
PV-5 WARNING LABELS & PLACARD
PV-6+ EQUIPMENT SPEC SHEETS
11 Nov 2022
EXP : 30 Sep 2023
STRUCTURAL ONLY
Bldg permit #101113164
Elect permit #20178231
Permits issued on 12/20/22
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-4
PROJECT NAME
EU
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30
6
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR10/22/2022 INITIAL RELEASE
ELECTRICAL LINE
DIAGRAM WITH
CALCULATION
ELECTRICAL LINE DIAGRAM WITH CALCULATION
SCALE: NTS1
SOLAR MODULE SPECIFICATIONS
MANUFACTURER / MODEL # VMP IMP VOC ISC
TEMPERATURE
COEFFICIENT
OF Voc
# OF MODULES
HANWHA Q CELL Q.PEAK DUO
BLK ML-G10+ (400W)37.13 10.77 45.30 11.14 -0.27%/°C 16
MODULE DIMENSION 74.0" L x 41.1" W x 1.26" D
AMBIENT TEMPERTURE SPECIFICATIONS
RECORD
LOW TEMP
AMBIENT TEMP
(HIGH TEMP 2%)
CONDUIT
HEIGHT
CONDUCTOR
TEMPERATURE
RATE (ON
ROOF)
CONDUCTOR
TEMPERATURE
RATE (OFF
ROOF)
2°31° 7/8"90°75°
INVERTER SPECIFICATIONS
MANUFACTURER / MODEL # QUANTITY NOMINAL OUTPUT
VOLTAGE
NOMINAL OUTPUT
CURRENT
ENPHASE ENERGY IQ8M-72-2-US 16 240 VAC 1.35A
C
M
G
200A
(N) 200A MAIN SERVICE
PANEL WITH (N) 200A
MAIN BREAKER WITH
200A AUXILIARY
BREAKER
(MC2040B1200EFC
SOLAR READY PANEL).
(N) 200A MAIN
BREAKER 240V/2P
(N) 30A/2P DEDICATED
PV BREAKER
30A
EXISTING
GROUNDING
SYSTEM
SYSTEM SIZE:- 16 X 400W = 6.40 KWDC
16 X 371.5 X .97)/1000 = 5.77 CEC KWAC
TERMINATOR CAP ON LAST CABLE
CONNECTOR AC TRUNK CABLE (TYP)
08 MICRO-INVERTERS IN BRANCH CIRCUIT #2
G
(N) JUNCTION BOX
G
IQ GATEWAY
ENPHASE ENERGY
IQ8M-72-2-US, 240V,
MICRO-INVERTERS
20A
10A/15A
(N) ENPHASE IQ
COMBINER BOX 4
A B
20A
08 MICRO-INVERTERS IN BRANCH CIRCUIT #1
WIRE TAG CONDUIT WIRE
QTY WIRE GAUGE WIRE TYPE TEMP.
RATING
WIRE
AMPACI
TY (A)
TEMP.
DERATE
CONDUIT
FILL DERATE
DERATED
AMPACITY (A)
INVERTER
QTY.
DESIGN
CURRENT
(A)
GROUND
SIZE
GROUND
WIRE TYPE
A OPEN AIR 2 12 AWG Q-CABLES 90°C 30 0.91 N/A 27.30 08 10.80 06 AWG BARE CU
GND
B 3/4" EMT 4 2 10 AWG 12 AWG THWN-2
NM-B CABLES
WHERE RUN
INDOORS
90°C 40 30 0.91 0.8 29.12 21.84 08 10.80 10 AWG THWN-2
C 3/4" EMT 3 10 AWG THWN 75°C 65 0.88 1.0 57.20 16 21.60 10 AWG THWN
UTILITY PROVIDER:
MAIN SERVICE VOLTAGE:
MAIN PANEL BRAND:
MAIN SERVICE PANEL:
MAIN CIRCUIT BREAKER RATING:
MAIN SERVICE LOCATION:
SERVICE FEED SOURCE:
SCE
240V
N/A
(N) 200 A
(N) 200 A
WEST
SERVICE INFO.
OVERHEAD
BI-DIRECTIONAL
UTILITY METER
1-PHASE, 3-W,
120V/240V, 60Hz
306 W Alpine Ave
12/27/22
December 6, 2022
From: Eugenio Sanchez
306 W Alpine Ave, Santa Ana, CA 92707
(714) 319-0273
eugeniosanchez59@icloud.com
RE: Permit and Installation of residential Rooftop PV Solar
To: City of Sant Ana
Planning and Building
20 Civic Center Plaza
Santa Ana, CA 92701
To whom it may concern,
I Eugenio Sanchez the homeowner authorizes General contractor Powur PBC CSLB License No. 1060243
or any of its sub-contractors to pull permit and install a rooftop PV solar system on my roof.
Thank you!
Eugenio Sanchez
Property Owner – Santa Ana Resident
306 W Alpine Ave, Santa Ana, CA 92707
DocuSign Envelope ID: 8819541F-6289-49D2-9739-2E449C60E622
12/9/2022
306 W Alpine Ave
12/27/22
Expedited Permit Process for PV Systems - Micro-Inverter1
Expedited Permit Process for PV Systems
Micro-Inverter
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 Micro-Inverter to use with the Expedited Per-
mit Process. The Standard String, 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.
306 W Alpine Ave
12/27/22
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)_________________ 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.
306 W Alpine Ave
12/27/22
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Micro-Inverter Site Plan
Sater Electric, LLC.
Eugenio Sanchez
1709 Rimpau Ave Suite 106
Corona, CA 92881 306 W Alpine Ave, Santa Ana, CA 92707
951-533-6944 6.4 kWDC, 5.766 kWAC
306 W Alpine Ave
12/27/22
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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
Sater Electric, LLC.
1709 Rimpau Ave Suite 106
Corona, CA 92881
Eugenio Sanchez
6.4 kWDC, 5.766 kWAC
306 W Alpine Ave, Santa Ana, CA 92707
951-533-6944
306 W Alpine Ave
12/27/22
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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:
SIGNSSEE 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
Sater Electric, LLC.
1709 Rimpau Ave Suite 106
Corona, CA 92881
951-533-6944
Eugenio Sanchez
306 W Alpine Ave, Santa Ana, CA 92707
6.4 kWDC, 5.766 kWAC
306 W Alpine Ave
12/27/22
November 4, 2022
Eugenio Sanchez
306 W Alpine Ave, Santa Ana, CA 92707
(714) 319-0273
eugeniosanchez59@icloud.com
RE: Permit - PV Solar Rooftop Installation
City of Sant Ana
Planning and Building
20 Civic Center Plaza
Santa Ana, CA 92701
To whom it may concern,
Please allow General contractor Powur PBC or any of its sub-contractors to pull permit on my behalf.
Thank you!
Eugenio Sanchez
306 W Alpine Ave, Santa Ana, CA 92707
DocuSign Envelope ID: 8D7BDF77-C4DF-4547-80EE-841A5E5E61CE
11/4/2022
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-6
PROJECT NAME
EU
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-7
PROJECT NAME
EU
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6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
I
L
I
T
Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-8
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
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I
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:
S
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AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-9
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
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L
I
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Y
:
S
C
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AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-10
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
I
L
I
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Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-11
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
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S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
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:
S
C
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AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-12
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
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:
S
C
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AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-13
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
I
L
I
T
Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-14
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
I
L
I
T
Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-15
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
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S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
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I
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Y
:
S
C
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AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-16
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
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A
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:
4
1
0
1
6
1
3
9
UT
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I
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Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-17
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
I
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I
T
Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-18
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
I
L
I
T
Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATEDESCRIPTION
VERSION
UR10/22/2022INITIAL RELEASE
SPEC SHEETS
306 W Alpine Ave
12/27/22
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
306 W Alpine Ave, Santa Ana, CA 92707
Sater Electric, LLC.
#976252
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Martin Lustre
951-553-6944
installs@saterelectric.com
11/18/2022
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
UNIRAC
1411 Broadway Blvd, NE
Albuquerque, NM 87102
RE: Solar Array Installation at
To Whom it May Concern,
CODE REFERENCES:
BUILDING CODE:
2018 INTERNATIONAL BUILDING CODE
ASCE 7-16
SCOPE OF WORK:
DESIGN PARAMETERS
RISK CATEGORY :
DESIGN WIND SPEED :mph
WIND EXPOSURE :
GROUND SNOW LOAD :psf
SEISMIC DESIGN CATEGORY :
EXISTING ROOF STRUCTURE
ROOF :
ROOF MATERIAL :
CONNECTION TO ROOF STRUCTURE
MOUNTING CONNECTION : (4) #12 WOOD SCREWS w/ MIN. 2.5" EMBEDMENT INTO (E) DECKING @ MAX.
48" o.c. ALONG RAILS
(2) RAILS PER ROW OF PANELS, EVENLY SPACED. PANEL LENGTH
PERPENDICULAR TO RAIL NOT TO EXCEED 74"
II
95
C
0
*null
2x8 Rafters @ 16" O.C.
Rolled Comp
Eugenio Sanchez
PE
25-10-2022
Roof structural framing plan has been reviewed for additional loading due to installation of the roof mounted
solar PV addition. The structural review that follows, including plans and calculations, only apply to the section of
the roof that is directly supporting the solar PV system and its supporting elements.
25 October 2022
Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review
was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the
roof per layout plan
306 W Alpine Ave, Santa Ana, CA, 92707, USA
2019 CALIFORNIA BUILDING CODE
306 W Alpine Ave
12/27/22
OBSERVED CONDITIONS:
CONCLUSIONS:
LIMITATIONS:
Praneet R Erusu, P.E.
Principal Engineer
Erusu Consultants US Inc.
The observed roof framing is described below. If field conditions differ, the contractor shall notify the engineer
prior to starting construction. The roof framing is supported by 2x8 Rafters @ 16" O.C are spanning between
load bearing walls.
Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel
installation. In the area of the solar array, other live loads will not be present or will be greatly reduced (2019
CBC, Section 1607.13.5). The glass surface of the solar panels allows for a lower slope factor per ASCE 7,
resulting in reduced design snow load on the panels. The gravity loads and the stresses of the structural elements,
in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements
of Section 503.3 of the 2019 CEBC are met and the structure is permitted to remain unaltered.
We conclude that any additional wind loading on the structure related to the addition of the proposed solar array
is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof
against wind (uplift), the governing load case. Regarding seismic loads, we conclude that any additional forces will
be small. Conservatively neglecting the weight of existing wall materials, the installation of the solar panels
represents an increase in the total weight (and resulting seismic load) of 3.0%. Because the increase in lateral
forces is less than 10%, this addition meets the requirements of the exception in Section 503.4 of the 2019 CEBC.
Thus the existing lateral force resisting system is permitted to remain unaltered.
Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work
performed must be in accordance with accepted industry-wide methods and applicable safety standards. Existing
Roof and structural members are assumed to be in good and serviceable condition. The contractor must notify
Erusu Consultants US Inc. should any damage, deterioration or discrepancies between the as-built condition of
the structure and the condition described in this letter be found. The use of solar panel support span tables
provided by others are allowed only where the building type, site conditions, site-specific design parameters, and
solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts,
rails, etc.) and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is
the responsibility of others. Erusu Consultants US Inc. assumes no responsibility for improper installation of the
solar array.
25 Oct 2022
EXP : 30 Sep 2023
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
Address :
Site Plan:
Eugenio Sanchez
PE
25-10-2022
306 W Alpine Ave, Santa Ana, CA, 92707, USA
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
Roof Dead Load
Roof Slope =:
Angle =
Roof Live Load
Roof Live Load = psf (Refer ASCE 7-16, Table 4.3-1)
Roof Live Load with PV Array = psf 2019 CBC, Section 1607.13.5
(Ceiling load and MEP is assumed to be not supported by rafter)
20
0
PV Array 3 1.00
2.2 1.00
MEP & Misc.1.5
Rolled Comp 4 1.00
0.6 12
3
Material
Material Weight
(psf)
2.20
1.50
12.31
1/2" Plywood 1.1 1.00
Framing 3 1.00
3.00
1/2" Gypsum Ceiling
Eugenio Sanchez
PE
25-10-2022
DL =
Increase due to
Roof Slope
Plan Projected Materal
Weight (psf)
4.00
1.10
3.00
0.50Insulation0.5 1.00
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
Eugenio Sanchez
PE
25-10-2022
Summary of Gravity Loads
Dead Load, D =psf
Roof Live Load, Lr =psf
Gravity Load Comparision
(D + Lr)/Cd =psf
(Cd = 0.9 for D, 1.15 for S, 1.25 for Lr)
Max Loading =psf
Proposed to Current Loading Ratio =O.K.
Gravity Loading with PV Array is not stressing the current framing system by more that 5% of the original
configuration. Per Section 503.3 of 2019 California Existing Building Code the sturcure is allowed to remain
unaltered for gravity loading
29.68 17.02
57% < 105%
29.68 17.02
20.00 0.00
Existing With PV Array
Existing With PV Array
12.31 15.32
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
Wind Load Calculation
Wind Loads - ASCE 7-16 Chapter 26 & 29
Width of the Building, B = ft (Approximate)
V = mph
Exposure =
Average height of building, z = ft - avg (Approximate)
ft (Refer ASCE 7-16, Table 26.10-1)
α = Zg = ft (Refer ASCE 7-16, Table 26.11-1)
Kh & Kz = 2.01(z/Zg)^(2/α) =
Kzt =(Refer ASCE 7-16, Equation 26.8-1)
Kd =(Refer ASCE 7-16, Table 26.6.1)
Ke =(Refer ASCE 7-16, Table 26.9-1)
qh ='.00256 KzKztKdKeV² =psf (Refer ASCE 7-16, Section 26.10-1)
Building Classification =
Solar Panel
Components and Cladding p C&C = qh(GCp)(ϒe)(ϒa) ASCE 7-16 Chaper 29.4.4
Module Length = in
Module Width = in
Area of Module = ft2
Roof Pitch =:
Slope = degrees
Gable Roof =
ϒe=
ϒa=(Refer ASCE 7-16, Figure 29.4-8)
12
3
21.1
74
θ ≤ 7°
1.5
zmin = 15
9.5
1
69.63
1
0.85
95
C
30
0.98
Eugenio Sanchez
PE
25-10-2022
900
19.29
0.6
41.1
Enclosed
0.8
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
Eugenio Sanchez
PE
25-10-2022
Zone 1 Uplift
External Wind pressure coefficient GCp =
External Wind pressure, qGCp = psf
Zone 2 Uplift
External Wind pressure coefficient GCp =
External Wind pressure, qGCp = psf
Panel Slope = degrees
For Zone 2 (Uplift due to overturning)
Wind Force in Horizontal Direction = psf
Wind Force in Vertical Direction = psf
Average height of panel = inch
Moment due to horizontal load = psf-ft
Distance bettwen the supports = ft
Uplift due to Lateral Load = psf
Uplift due to Verical Load = psf
Total Uplift= psf
All Zone Downward
External Wind pressure coefficient GCp =
External Wind pressure, qGCp = psf
Maximum Uplift Wind Pressure, p = psf
Minimum Downward Wind Pressure ,p = psf
0.3
6.9
-50.15
11.50
-8.47
4.00
-50.15
-52.27
-8.84
-2.12
10.0
-50.93
-1.6
-37.037
-52.27
16.0
-2.2
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
Seismic Ground Motion Values
Eugenio Sanchez
PE
25-10-2022
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
Seismic Design Force
Seismic Loads - ASCE 7-16 Chapter 13
Seismic Force
Component Amplification Factor, ap= (Refer ASCE 7-16, Table 13.6 -1)
Overstrength Factor, Ωo =(Refer ASCE 7-16, Table 13.6 -1)
Component Importance Factor, Ip=
SDS =
Average roof height of structure,h = ft
z/h = z/h should not exceed 1
Frame Weight Wp = psf
Seismic Design Force on Solar framing structure
Max Fp =1.6 x SDS x Ip X Wp = psf
Min Fp =0.3 x SDS x Ip X Wp = psf
Seismic Design Load Fp = psf
Vertical Seismic Design Load Fp = psf0.61
2.45
4.90
0.92
3.00
F P = ((0.4 x ap x SDS x Wp)/ (Rp / Ip)) x
((1+2(z/h)) =2.45 psf
30
1
Height in structure at point of
attachement, z =
30 ft
1.00
1.50
1.02
1.00
Seismic Coefficients for Mechanical
and Electrical components =
Component Response Modification
Factor, Rp=
1.50
Eugenio Sanchez
PE
25-10-2022
12 Other mechanical or electrical components.
(Refer ASCE 7-16, Table 13.6 -1)
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
Eugenio Sanchez
PE
25-10-2022
Check for Increase in overall seismic loads
Array Area = ft2
Number of Arrays =
Total Array Area = ft2
Array Load = psf
Number of Existing Arrays =
Exisitng Area = ft2
Total Array Wt. = lb
Total Roof Area = ft2
DL of Roof = psf
Total Wt of Roof = lb
Increase in Seismic Wt = <
12.31
33593
3.0% 10%
Conservativelsy the Wt. of the Walls tributary to the roof is not included. Seismic weight increase is less
thaan 10% and no seismic retrofit or evaluation of existing lateral system is required per Section 503.4 of
2019 CEBC.
21.1
16
337.93
2728.2
3.00
1013.8
0
0.00
306 W Alpine Ave
12/27/22
Project :
Project Number:
By :
Date :
Wood Screw Connection Check (ASD)
Maximum Uplift load (Wind) , p = psf
Maximum shear load (Seismic) ,Vs = psf
Maximum shear load (Wind) ,Vw = psf
Tributary Width = in (Max Spacing of fastners along Rails)
Tributary Length = in (Half Panel Length)
Tributary Area = ft2
Wood Scew Number =
Cd =(Refer NDS Table 2.3.2)
Embedment = in
Grade of Wood = #2 ( or better)
G =
Uplift Capacity = lb/in (Refer NDS Table 12.2B)
Shear Capacity = lbs (Refer NDS Table 12K)
Number of Screws in Tension =
Prying Coefficient =
Capacity of Fasteners = lb
Demand (Uplift )
Demand (Shear)
Combined Shear And Tension
+ = < 1
Eugenio Sanchez
PE
25-10-2022
-52.27
2.5
8.8
48
37
12.3
#12
1.6
2.5 (Measured from top of the roof/deck membrane to tapered tip of wood
screw)
DF
0.5
154
110
4
1.4
1760
Zone Pressure ASD (0.6W)(psf) Tributary Area (ft2) Uplift (lb) Capacity (lb) DCR
Zone 2 -31.4 12.3 386.8 1760 0.22
DCR
1.7 12.3 21.2 176 0.12
Load ASD (0.7E)(psf) Tributary Area (ft2) Shear (lb) Capacity (lb)
65.4 176 0.37
Load ASD (0.6W)(psf) Tributary Area (ft2) Shear (lb) Capacity (lb) DCR
0.37 0.22 0.59
5.3 12.3
306 W Alpine Ave
12/27/22
Certificate Of Completion
Envelope Id: 8819541F628949D297392E449C60E622 Status: Completed
Subject: Complete with DocuSign: City of Santa Ana - Permit letter - Eugenio Sanchez 11 9 2022.pdf
Source Envelope:
Document Pages: 1 Signatures: 1 Envelope Originator:
Certificate Pages: 1 Initials: 0 Thomas Semark
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
tom@sunlove.us
IP Address: 104.34.5.38
Record Tracking
Status: Original
12/9/2022 9:05:41 AM
Holder: Thomas Semark
tom@sunlove.us
Location: DocuSign
Signer Events Signature Timestamp
Eugenio Sanchez
eugeniosanchez59@icloud.com
Security Level: Email, Account Authentication
(None)
Signature Adoption: Drawn on Device
Using IP Address: 76.175.213.161
Signed using mobile
Sent: 12/9/2022 9:06:17 AM
Viewed: 12/9/2022 9:08:34 AM
Signed: 12/9/2022 9:09:17 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 12/9/2022 9:06:17 AM
Certified Delivered Security Checked 12/9/2022 9:08:34 AM
Signing Complete Security Checked 12/9/2022 9:09:17 AM
Completed Security Checked 12/9/2022 9:09:17 AM
Payment Events Status Timestamps
306 W Alpine Ave
12/27/22
306 W Alpine Ave
12/27/22
MS
P
CB
UM
~9
9
.
4
5
'
~74.62'
~7
9
.
1
6
'
22
'
-
9
"
18
'
-
9
"
3'-6"
12'-10"
JB
~42.86'
~36.01
'
JB
MSPCB
UM
SITE PLAN WITH ROOF PLAN
SHEET NAME
SHEET NUMBER
PV-1
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
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,
SA
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9
2
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:
4
1
0
1
6
1
3
9
UT
I
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:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR10/22/2022 INITIAL RELEASE
SITE PLAN WITH
ROOF PLAN
1 SCALE: 3/32" = 1'-0"
· PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL
NOT BE COVERED, MOVED, RE-ROUTED OR RE-LOCATED.
NOTE:
A. ALL ELECTRICAL EQUIPMENT, INVERTERS,
DISCONNECTS, MAIN SERVICE PANELS, ETC. SHALL
NOT BE INSTALLED WITHIN 3’ OF THE GAS METERS’
SUPPLY OR DEMAND PIPING.
ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE
THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS
OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN
LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD
OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS.
LEGEND
UTILITY METER
JUNCTION BOX
UM
JB
MSP MAIN SERVICE PANEL
ENPHASE IQ COMBINER 4CB
POOL
FENCE
CONDUIT
PROPERTY LINE
TREES
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
W ALPINE AVE
EX
I
S
T
I
N
G
DR
I
V
E
W
A
Y
TWO- STORY
HOUSE
POOL
11 Nov 2022
EXP : 30 Sep 2023
STRUCTURAL ONLY
306 W Alpine Ave
12/27/22
MS
P
CB
UM
4'-2"20'-9"4'-4"
8'
-
6
"
JB
1
'
-
7
"
1
'
-
7
"
3'
-
0
"
SHEET NAME
SHEET NUMBER
PV-2
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
I
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I
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Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR10/22/2022 INITIAL RELEASE
ROOF PLAN WITH
MODULES
ROOF PLAN WITH MODULES
SCALE: 1/8" = 1'-0"1
74.0"
41
.
1
"
PHOTOVOLTAIC MODULES
HANWHA Q CELL Q.PEAK
DUO BLK ML-G10+ (400W)
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 16 MODULES
MODULE TYPE = HANWHA Q CELL Q.PEAK DUO BLK ML-G10+ (400W) MODULES
MODULE WEIGHT = 48.5 LBS / 22.0 KG.
MODULE DIMENSIONS = 74.0"X 41.1 " = 21.12 SF
UNIT WEIGHT OF ARRAY = 2.30 PSF
· PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL
NOT BE COVERED, MOVED, RE-ROUTED OR RE-LOCATED.
NOTE: ACTUAL ROOF CONDITIONS AND RAFTERS (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
LEGEND
VENT, ATTIC FAN (ROOF
OBSTRUCTION)
CHIMNEY
UNIRAC FLASHLOC RM
WITH TILT LEG
ATTACHMENT @ 48" O.C.
UNIRAC SM LIGHT RAIL
RAFTERS
MICRO-INVERTER
UTILITY METER
JUNCTION BOX
UM
JB
MSP MAIN SERVICE PANEL
ENPHASE IQ COMBINER 4CB
ROOF DESCRIPTION
ROOF TYPE ROLLED COMP ROOF
ROOF # OF
MODULES
ROOF
TILT
MODULE
TILT AZIMUTH RAFTERS
SIZE
RAFTERS
SPACING
#1 16 3°10°180°2"X8" 16" O.C.
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
RAIL 08 UNIRAC SM LIGHT RAIL 168" MILL
SPLICE 04 BND SPLICE BAR PRO SERIES MILL
MID CLAMP 26 UNIVERSAL AF SERIES MID CLAMP
END CLAMP 12 UNIVERSAL AF SERIES END CLAMP
ATTACHMENT 32 FLASHLOC RM WITH TILT LEG
ATTACHMENTS
GROUNDING LUG 03 GROUND LUG
ARRAY AREA & ROOF AREA CALC'S
AREA OF NEW ARRAY
(Sq. Ft.)
AREA OF ROOF(PLAN
VIEW)
(Sq. Ft.)
TOTAL ROOF AREA
COVERED BY ARRAY %
337.93 2728.18 12.39%
12% ROOF AREA (ARRAY <33% OF ROOF AREA)
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
W ALPINE AVE
FRONT YARD
ROOF #1
REAR YARD
36" FIRE PATHWAY
36" FIRE PATHWAY
36
"
F
I
R
E
P
A
T
H
W
A
Y
36
"
F
I
R
E
P
A
T
H
W
A
Y
36
"
F
I
R
E
P
A
T
H
W
A
Y
ARRAY AREA & ROOF AREA CALC'S
ROOF # OF
MODULES
ARRAY
AREA
(Sq. Ft.)
ROOF
AREA
(Sq. Ft.)
ROOF
AREA
COVERED BY
ARRAY (%)
#1 16 337.93 969.17 34.87
11 Nov 2022
EXP : 30 Sep 2023
STRUCTURAL ONLY
NOTE:CONTRACTOR TO VERIFY
EXISTING FRAMING AND
STRUCTURAL LETTER NOTIFY
EOR INCASE OF DISCRIPENCIES
306 W Alpine Ave
12/27/22
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
30
6
W
A
L
P
I
N
E
A
V
E
(N) 200A MAIN SERVICE PANEL
WITH (N) 200A MAIN BREAKER
(E) UTILITY METER
(N) ENPHASE IQ COMBINER BOX 4
(N) PV MODULES
CAUTION !
SHEET NAME
SHEET NUMBER
PV-5
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
I
L
I
T
Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR10/22/2022 INITIAL RELEASE
WARNING LABELS &
PLACARD
WARNING
DUAL POWER SOURCES
SECOND SOURCE IS
PHOTOVOLTAIC SYSTEM
WARNING
POWER SOURCE OUTPUT
CONNECTION - DO NOT RELOCATE
THIS OVERCURRENT DEVICE.
REQ'D BY & 705.12 (B)(3)
APPLY TO:
MAIN SERVICE PANEL
LOAD CENTER
COMBINER BOX
INVERTER
AT POINT OF INTERCONNECTION
OVERCURRENT DEVICE
REQ'D BY CEC 705.12 (B)(2)(3)(B)
LABEL LOCATION:
CONDUIT, RACEWAYS, AND J-BOXES
(LABELED EVERY 10')
(PER CODE: CEC690.31(G)(3)
WARNING: PHOTOVOLTAIC
POWER SOURCE
RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
LABEL LOCATION:
RAPID SHUTDOWN
(PER CODE: CEC 690.56(C)(3)
CAUTION
PHOTOVALTAIC SYSTEM
CIRCUIT IS BACKFED
LABEL LOCATION:
AT MAIN SERVICE PANE, PULL BOXES
[CEC 705.12(B)(3)]AT RAPID SHUTDOWN SYSTEM
[CEC 690.56(C)(1)(A)]
LABEL LOCATION
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.
306 W Alpine Ave
12/27/22
SHEET NAME
SHEET NUMBER
PV-3
PROJECT NAME
EU
G
E
N
I
O
S
A
N
C
H
E
Z
30
6
W
A
L
P
I
N
E
A
V
E
,
SA
N
T
A
A
N
A
,
C
A
,
9
2
7
0
7
U
S
A
AP
N
:
4
1
0
1
6
1
3
9
UT
I
L
I
T
Y
:
S
C
E
AH
J
:
S
A
N
T
A
A
N
A
C
I
T
Y
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR10/22/2022 INITIAL RELEASE
ATTACHMENT
DETAIL
ATTACHMENT DETAIL
SCALE: NTS1
ATTACHMENT DETAIL (ENLARGED VIEW)
SCALE: NTS2
NOTE: ACTUAL ROOF CONDITIONS AND RAFTERS (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
1'-7"
GROUNDING
END/MID CLAMP
(N) PV MODULE
L-FOOT
UNIRAC SM LIGHT RAIL
GROUNDING
END/MID CLAMP
(N) PV MODULE
L-FOOT
UNIRAC SM LIGHT RAIL
L-FOOT
LEG STRUT
LEG STRUT NUT
3/8" BOLT
LEG TUBE
(N) PV MODULE
SEE ENLARGED VIEW 1
UNIRAC FLASHLOC RM WITH
TILT LEG ATTACHMENT SEE
ATTACHED SPEC SHEET
FOR DETAIL
UNIRAC FLASHLOC RM WITH TILT LEG
WITH TILT LEG ATTACHMENT SEE
ATTACHED SPEC SHEET FOR DETAIL
(E) ROLLED COMP
(N) PV MODULE
SEE ENLARGED VIEW 2
10
°
~5
"
~1
'
-
6
"
11 Nov 2022
EXP : 30 Sep 2023
STRUCTURAL ONLY
(4) #12 WOOD SCREW WITH
2.5" EMBEDMENT DEPTH (4) #12 WOOD SCREW WITH
2.5" EMBEDMENT DEPTH
306 W Alpine Ave
12/27/22
306 W Alpine Ave
12/27/22