HomeMy WebLinkAbout810 N French St - PlanSHEET NAME
SHEET NUMBER
PV-4
PROJECT NAME
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
ELECTRICAL LINE
DIAGRAM WITH
CALCULATION
AMBIENT TEMPERTURE SPECIFICATIONS
RECORD
LOW TEMP
AMBIENT TEMP
(HIGH TEMP 2%)
CONDUCTOR
TEMPERATURE
RATE (ON
ROOF)
CONDUCTOR
TEMPERATURE
RATE (OFF
ROOF)
2°31°90°75°
UTILITY PROVIDER:
MAIN SERVICE VOLTAGE:
MAIN PANEL BRAND:
MAIN SERVICE PANEL:
MAIN CIRCUIT BREAKER RATING:
MAIN SERVICE LOCATION:
SERVICE FEED SOURCE:
SCE
240V
SQUARE D
(E) 225A
(E) 200 A
WEST
SERVICE INFO.
OVER HEAD
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
SOLAR MODULE SPECIFICATIONS
MANUFACTURER / MODEL # VMP IMP VOC ISC
TEMPERATURE
COEFFICIENT
OF Voc
# OF MODULES
REC SOLAR REC405AA PURE
(405W)42.4 9.56 48.9 10.30 -0.24%/°C 11
MODULE DIMENSION 71.7" L x 40" W x 1.2"D
INVERTER SPECIFICATIONS
MANUFACTURER / MODEL # QUANTITY NOMINAL OUTPUT
VOLTAGE
NOMINAL OUTPUT
CURRENT
SOLAREDGE ENERGY HUB
SE3800H-US 01 240 VAC 16.0A
SYSTEM SIZE:- 11 X 405W = 4.455 KWDC
11 X 381W X 0.99 = 4.149 CEC KWAC
NOTE: TANDEM/QUAD EXISTING BREAKERS
TO MAKE ROOM FOR NEW PV BREAKER
ELECTRICAL LINE DIAGRAM WITH CALCULATION
SCALE: NTS1
(N)JUNCTION BOX
#2 #1#11
DC
AC
11 MODULES CONNECTED IN STRING #1
(N) SOLAREDGE ENERGY HUB
SE3800H-US (240V)
OUTPUT: 240 VAC,16.0A
99% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
G
A
B
C
(E) 225A MAIN SERVICE PANEL
WITH (E) 200A MAIN BREAKER
(TOP FED)
L
EXISTING
GROUNDING
SYSTEM
(N) 40A PV
BREAKER
200A
40A
BI-DIRECTIONAL
UTILITY METER
1-PHASE, 3-W,
120V/240V, 60Hz
INTERCONNECTION
120% RULE - CEC 705.12(B)(3)(2)
UTILITY FEED + SOLAR BACKFEED
200A + 40A = 240A
BUSS RATING x 120%
225A x 120% = 270A
SOALREDGE POWER OPTIMIZER S440
RATED DC INPUT POWER - 440 WATTS
MAXIMUM INPUT VOLTAGE - 60 VDC
MPPT RANGE - 8 TO 60 VDC
MAXIMUM INPUT CURRENT - 14.50 ADC
MAXIMUM OUTPUT CURRENT - 15 ADC STRING
LIMITATIONS - 8 TO 25 OPTIMIZERS,
5700 WATTS STC PER STRING MAXIMUM
SOLAREDGE OPTIMIZERS HAVE INTEGRATED
RAPID SHUT DOWN
WIRE TAG CONDUIT WIRE QTY WIRE
GAUGE WIRE TYPE TEMP.
RATING
WIRE
AMPACITY (A)
TEMP.
DERATE
CONDUIT FILL
DERATE
DERATED
AMPACITY
(A)
DESIGN
CURRENT
(A)
GROUND
SIZE
GROUND
WIRE TYPE
A OPEN AIR 2 10 AWG PV-WIRE 90°C 40 0.96 N/A 38.40 15 06 AWG BARE CU
GND
B 3/4" EMT 2 10 AWG THWN-2 90°C 40 0.96 1.0 38.40 15 10 AWG THWN-2
C 3/4" EMT 3 8 AWG THWN-2 75°C 50 0.94 1.0 47.00 16.0 10 AWG THWN-2
810 N French St
08/02/23
POWUR PBC
2683 Via della Valle, Suite 321G
Del Mar, CA 92014
(760) 658-9450
I ______________________, grant permission for the company Powur PBC and their subcontractors to
install solar panels on my residence located at _______________________________.
_________________________
Owner Printed Name
_________________________ ______________
Owner Signature Date Signed
810 French St,Santa Ana, CA 92701
Victoria Betancourt
Victoria Betancourt
DocuSign Envelope ID: 1565F23C-E943-4C04-9798-57033E9BC03D
7/20/2023
810 N French St
08/02/23
Certificate Of Completion
Envelope Id: 1565F23CE9434C04979857033E9BC03D Status: Completed
Subject: Complete with DocuSign: SantaAnaCity_HomeownerAuthorizationLetter -Victoria Betancourt (314131).pdf
Source Envelope:
Document Pages: 1 Signatures: 1 Envelope Originator:
Certificate Pages: 1 Initials: 0 Permitting Team
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
2683 Via De La Valle #G321
Del Mar, CA 92014
permitting@powur.com
IP Address: 104.173.34.168
Record Tracking
Status: Original
7/20/2023 1:07:28 PM
Holder: Permitting Team
permitting@powur.com
Location: DocuSign
Signer Events Signature Timestamp
VICTORIA BETANCOURT
vicky.betancourt@coneybeare.com
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 98.186.16.149
Sent: 7/20/2023 1:07:29 PM
Viewed: 7/20/2023 3:05:06 PM
Signed: 7/20/2023 3:05:25 PM
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
Travis Campbell
travis.campbell@powur.com
Security Level: Email, Account Authentication
(None)
Sent: 7/20/2023 1:07:28 PM
Viewed: 7/20/2023 1:07:28 PM
Signed: 7/20/2023 1:07:28 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 7/20/2023 1:07:29 PM
Certified Delivered Security Checked 7/20/2023 3:05:06 PM
Signing Complete Security Checked 7/20/2023 3:05:25 PM
Completed Security Checked 7/20/2023 3:05:25 PM
Payment Events Status Timestamps
810 N French St
08/02/23
COVER SHEET
PHOTOVOLTAIC ROOF MOUNT SYSTEM
810 FRENCH ST, SANTA ANA, CA 92701, USA
SHEET NAME
SHEET NUMBER
PV-0
PROJECT NAME
VI
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
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 DC 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 : BACKFEED BREAKER
ROOF TYPE: - COMP SHINGLE
NUMBER OF LAYERS: - 01
ROOF FRAME: - 2"X4" RAFTERS @ 24" O.C.
STORY: - TWO STORY
SNOW LOAD : - 0 PSF
WIND SPEED :- 110 MPH
WIND EXPOSURE:- C
RISK CATEGORY:- II
COORDINATE:- 33.751860, -117.864837
DESIGN CRITERIA:
11 MODULES-ROOF MOUNTED - 4.455 kWDC, 4.149 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
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA GREEN BUILDING CODE (CGBC)
2022 CALIFORNIA ENERGY CODE (CEC)
2022 CALIFORNIA FIRE CODE TITLE 24 SUPPLEMENT
ANY OTHER LOCAL AMENDMENTS
GOVERNING CODES:
NOTE: INSTALLER TO DETERMINE OPTIMAL
CONDUIT RUN ON SITE. ATTIC RUN IS
OPTIONAL UNLESS REQUIRED BELOW.
ATTIC RUN: OPTIONAL
SYSTEM SUMMARY:
(N)11 - REC SOLAR REC405AA PURE (405W) MODULES
(N)01 - SOLAREDGE ENERGY HUB SE3800H-US INVERTER
(N)11 - SOALREDGE S440 POWER OPTIMIZERS
(N)JUNCTION BOX
(E)225A MAIN SERVICE PANEL WITH (E) 200A MAIN BREAKER
6/30/2024
Stamped 07/18/2023
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.
Bldg# 101115980
Elec# 20180414
Issued 08/01/23
810 N French St
08/02/23
~132.28'
~7
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.
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21
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-
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"
18
'
-
2
"
28'-10"
MS
P
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V
UM
JB
MS
P
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V
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JB
SHEET NAME
SHEET NUMBER
PV-1
PROJECT NAME
VI
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B
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A
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81
0
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SITE PLAN WITH
ROOF PLAN
NOTE:
A. ALL ELECTRICAL EQUIPMENT, INVERTERS/COMBINER,
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.
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
LEGEND
JUNCTION BOXJB
MSP MAIN SERVICE PANEL
GATE
FENCE
PROPERTY LINE
TREES
SOLAREDGE ENERGY HUB
SE3800H-US INVERTERINV
UTILITY METERUM
VENT, ATTIC FAN (ROOF OBSTRUCTION)
CHIMNEY
SITE PLAN WITH ROOF PLAN1 SCALE: 3/32" = 1'-0"
EXISTING
DRIVEWAY
FR
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TWO- STORY
HOUSE
ROOF ACCESS POINT
ROOF ACCESS POINT
STRUCTURAL NOTES :
1.THESE PLANS ARE STAMPED FOR STRUCTURAL CODE COMPLIANCE OF THE
ROOF FRAMING SUPPORTING THE PROPOSED PV INSTALLATION ONLY.
2.THESE PLANS ARE NOT STAMPED FOR WATER LEAKAGE.
3.PV MODULES, RACKING, AND ATTACHMENT COMPONENTS MUST FOLLOW
MANUFACTURER GUIDELINES AND REQUIREMENTS.
4.PLEASE SEE THE ACCOMPANYING STRUCTURAL CALCULATIONS REPORT
FOR ADDITIONAL INFORMATION.
5.PRIOR TO COMMENCEMENT OF WORK, THE SOLAR INSTALLER SHALL VERIFY
THE ROOF FRAMING INFO BEFORE INSTALLATION AND NOTIFY THE E.O.R. IF
THERE IS ANY INCONSISTENCY BETWEEN SITE VERIFICATION AND FOLLOWING:
2x4 RAFTERS @ 24" OC SPACING WITH MAX UNSUPPORTED SPAN EQUAL OR
LESS THAN 10 FT.
Stamped 07/18/2023
6/30/2024
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-10
PROJECT NAME
VI
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B
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81
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-11
PROJECT NAME
VI
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B
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81
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-12
PROJECT NAME
VI
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B
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81
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A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-13
PROJECT NAME
VI
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B
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81
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A
SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-14
PROJECT NAME
VI
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B
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A
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81
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
810 N French St
08/02/23
1'-6" 5'-9"
2'-4"
5'
-
4
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14
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-
8
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MS
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2'-4"5'-9"
1'-6"
1'-7"
6'-0"5'-0"
JB
SHEET NAME
SHEET NUMBER
PV-2
PROJECT NAME
VI
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B
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81
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
ROOF PLAN WITH
MODULES
ROOF PLAN WITH MODULES
SCALE: 1/8" = 1'-0"1
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 11 MODULES
MODULE TYPE = REC SOLAR REC405AA PURE (405W)
MODULE WEIGHT = 45 LBS / 20.5 KG.
MODULE DIMENSIONS = 71.7"X 40" = 19.92 SF
UNIT WEIGHT OF ARRAY = 2.26 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
DISTRIBUTED DEAD LOAD = 2.86 PSF
AVERAGE ROOF POINT DEAD LOAD = 16.08 LBS
TOTAL SYSTEM WEIGHT: 627.24 LBS
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 %
219.08 3558.44 6.16%
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN (7/8" ABOVE ROOF)
ARRAY AREA & ROOF AREA CALC'S
ROOF # OF
MODULES
ARRAY
AREA
(Sq. Ft.)
ROOF
AREA
(Sq. Ft.)
ROOF
AREA
COVERED BY
ARRAY (%)
#1 05 99.58 303.84 32.77
#2 02 39.83 113.22 35.18
#3 02 39.83 113.22 35.18
#4 02 39.83 226.14 17.61
ROOF DESCRIPTION
ROOF TYPE COMP SHINGLE ROOF
ROOF ROOF
TILT AZIMUTH RAFTERS
SIZE
RAFTERS
SPACING
#1 37°270° 2"X4" 24" O.C.
#2 32°90° 2"X4" 24" O.C.
#3 32°270° 2"X4" 24" O.C.
#4 32°0° 2"X4" 24" O.C.
LEGEND
VENT, ATTIC FAN (ROOFOBSTRUCTION)
CHIMNEY
ROOF ATTACHMENT UNIRAC FLASHLOC DUO
@ 48" O.C.
JUNCTION BOXJB
MSP MAIN SERVICE PANEL
UNIRAC SM LIGHT RAIL
SOALREDGE S440 POWER OPTIMIZERS
SOLAREDGE ENERGY HUB
SE3800H-US INVERTERINV
UTILITY METERUM
FIRE PATHWAY
RO
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#
1
18" FIRE PATH
W
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18" FIR
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PATH
W
A
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36" FIRE PATH
W
A
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36" FIRE P
ATH
W
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18
"
F
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36"
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A
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BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
RAIL 10 UNIRAC SM LIGHT RAIL 168" MILL
SPLICE 0 BND SPLICE BAR PRO SERIES MILL
MID CLAMP 4 UNIVERSAL AF SERIES MID CLAMP
END CLAMP 36 UNIVERSAL AF SERIES END CLAMP
ATTACHMENT 39 UNIRAC FLASHLOC DUO
DECKING SCREW 234 #12-14 X 2.50 SCREW HDW SS SD
(6 PER FLASHLOC DUO)
GROUNDING LUG 9 GROUND LUG
RETAINING CLIP 11 MLPE MOUNT ASSY
RO
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#
2
RO
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#
3
ROOF #4
36
"
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PAT
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Stamped 07/18/2023
6/30/2024
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-3
PROJECT NAME
VI
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B
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
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
(N) PV MODULES
UNIRAC FLASHLOC DUO BASE MILL
(6)12-14 SCREW,(1/4" DIAMETER) HWH, SS,
SELF-DR
W/ #12 EPDM WASHER
(E)COMP SHINGLE ROOF / DECK MEMBRANE
2" MIN.
EMBEDMENT
~4
"
MID CLAMP
~4
"
BND T-BOLT & NUT 3/8X1 SS
UNIRAC SM LIGHT RAIL
2"X4" RAFTERS @ 24" O.C.
SS SERRATED FLANGE NUT
(N) PV MODULE
ENLARGED VIEW
(E) COMP SHINGLE ROOF
1.2
"
1.
2
"
SKIP SHEATHING
Stamped 07/18/2023
6/30/2024
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-5
PROJECT NAME
VI
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B
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A
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
WARNING LABELS &
PLACARD
WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
LABEL LOCATION:
CONDUIT, COMBINER BOX
(PER CODE: CEC690.31(D)(2)
PHOTOVOLTAIC POWER SOURCE
LABEL LOCATION:
POINT OF INTERCONNECTION
PRODUCTION METER
CEC 705.12(B)(3)(3) & CEC 690.59)
NOTES AND SPECIFICATIONS:
·SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE 2022 ARTICLE
110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR
IF REQUESTED BY THE LOCAL AHJ.
·SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
WORDS, COLORS AND SYMBOLS.
·LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE HAND WRITTEN.
·LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED.
·SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED.
·DO NOT COVER EXISTING MANUFACTURER LABELS.
ELECTRICAL SHOCK HAZARD
WARNING
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): CEC 2022: CEC 706.15
(C)(4) & CEC 690.13(B)
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
16.0 AMPS
240 VAC
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2022: 690.54
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 1 M (3 FT) FROM THE SERVICE DISCONNECTING
MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED.
PER CODE(S): 2022 CEC 690.56(C) 2022 CFC 1205.4.1
!
4"
3"
PHOTOVOLTAIC AC DISCONNECT WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
DC VOLTAGE IS ALWAYS PRESENT
WHEN SOLAR MODULES ARE
EXPOSED TO SUNLIGHT
LABEL LOCATION:
DC DISCONNECT, POINT OF INTERCONNECTION
(PER CODE: CEC 690.13(B))
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT
LABEL LOCATION:
MAIN SERVICE DISCONNECT / UTILITY METER
(PER CODE: CEC 690.13(B))
! !
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 2022: 690.56(C)(2)
RAPID SHUTDOWN FOR
SOLAR PV SYSTEM WARNING
THE DISCONNECTION OF THE
GROUNDED CONDUCTOR(S)
MAY RESULT IN OVERVOLTAGE
ON THE EQUIPMENT
!
LABEL LOCATION:
INVERTER
PER CODE: CEC 690.31(E)
CAUTION !
MULTIPLE SOURCES OF POWER
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
810 FRENCH ST
THIS EQUIPMENT FED BY
MULTIPLE SOURCES:
TOTAL RATING OF ALL OVERCURRENT
DEVICES EXCLUDING MAIN POWER
SUPPLY SHALL NOT EXCEED
AMPACITY OF BUSBAR
WARNING
LABEL LOCATION:
POINTS OF CONNECTION/BREAKER
CODE: CEC 705.12(b)(3)(2)
WARNING
POWER SOURCE OUTPUT
CONNECTION
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
!
LABEL LOCATION:
SERVICE PANEL IF SUM OF BREAKERS EXCEEDS
PANEL RATING
CEC 705.12 (b)(3)(2)
!
LABEL LOCATION:
MSP (PER CODE: CEC 705.12(B)(3) & CEC 690.59
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
!
RATED MAXIMUM POWER- .
POINT CURRENT (Imp) .
RATED MAXIMUM POWER-.
POINT VOLTAGE (Vmp) .
MAXIMUM SYSTEM .
VOLTAGE (VOC) .
MAXIMUM CIRCUIT .
CURRENT (Isc) .
A
V
V
A
11.72
380
480
15
LABEL LOCATION:
DC DISCONNECT, INVERTER#
(PER CODE: CEC 690.53)
(N)PV ARRAY
(E)MAIN SERVICE PANEL
WITH (E) MAIN BREAKER
(E)UTILITY METER
(N)INVERTER
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-6
PROJECT NAME
VI
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T
O
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IA
B
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A
N
C
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81
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-7
PROJECT NAME
VI
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IA
B
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A
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81
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-8
PROJECT NAME
VI
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B
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A
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
810 N French St
08/02/23
SHEET NAME
SHEET NUMBER
PV-9
PROJECT NAME
VI
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B
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A
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SHEET SIZE
ANSI B
11" X 17"
DEL MAR, CA 92014, USA
REVDATE DESCRIPTION
VERSION
UR04/06/2023 INITIAL RELEASE
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
SPEC SHEETS
810 N French St
08/02/23
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 module s 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
810 French St
Santa Ana, CA 92701
TRAVIS CAMPBELL
permitting@powur.com
7/21/23
POWUR PBC
1060243
866 467 6987
810 N French St
08/02/23
Expedited Permit Process for PV Systems1
Expedited Permit Process for PV Systems
Standard String System
The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro-
cess provides a means to differentiate systems that can be permitted quickly and easily
due to their similarity with the majority of small-scale PV systems. Those systems with
unique characteristics may be handled with small additions to this Expedited Permit
Process or may require much more information, depending on the uniqueness of the
installation.
The following pages contain forms for the Standard String System to use with the Expe-
dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms
are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic-
tions that have adopted the Expedited Permit Process for PV Systems, these forms can
be filled out electronically and submitted in either printed form and via email. An elec-
tronic format is used so that the supplied information is standardized and legible for the
local jurisdiction.
810 N French St
08/02/23
Expedited Permit Process for PV Systems2
Expedited Permit Process for Small-Scale PV Systems
Standard String System
The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations
are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential
systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been
suggested to provide as a path to permit approval.
Required Information for Permit:
1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it
should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings
with a 3’ perimeter space at ridge and sides may not need separate fire service review.
2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects,
required signs, and ac connection to building (see supplied standard electrical diagram).
3. Specification sheets and installation manuals (if available) for all manufactured components including, but not
limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system.
Step 1: Structural Review of PV Array Mounting System
Is the array to be mounted on a defined, permitted roof structure? l Yes l No
If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1.
Roof Information:
1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________
____________________________________________________________________________________________________
If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…).
2. Does the roof have a single roof covering? l Yes l No
If No, submit completed worksheet for roof structure WKS1.
3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________
Mounting System Information:
1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap
beneath the module frames? l Yes l No
If No, provide details of structural attachment certified by a design professional.
2. For manufactured mounting systems, fill out information on the mounting system below:
a. Mounting System Manufacturer ___________Product Name and Model#________________________________
b. Total Weight of PV Modules and Rails ___________lbs
c. Total Number of Attachment Points____________
d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1)
e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for
maximum spacing allowed based on maximum design wind speed)
f. Total Surface Area of PV Modules (square feet)_________________ ft 2
g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2
If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1.
Step 2: Electrical Review of PV System (Calculations for Electrical Diagram)
In order for a PV system to be considered for an expedited permit process, the following must apply:
1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems.
2. The PV array is composed of 4 series strings or less per inverter.
3. The total inverter capacity has a continuous ac power output 13,440 Watts or less
4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)).
5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV
system. Interactive PDF diagrams are available at www.solarabcs.org/permitting.
Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant
understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively
communicate, provide an alternative diagram with appropriate detail.
810 N French St
08/02/23
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Standard String System Site Plan
810 N French St
08/02/23
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Standard String System Electrical Diagram
810 N French St
08/02/23
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Notes for Standard String System Electrical Diagram
Contractor Name,
Address and Phone:
_________________
_________________
_________________
_________________
Notes for One-Line Standard Electrical
Diagram for Single-Phase PV Systems
Site Name: __________________________
Site Address: ________________________
System AC Size: ______________________
SIZE FSCM NO DWG NO REV
SCALE NTS Date: SHEET
Drawn By:
Checked By:
MAX POWER-POINT CURRENT (IMP)
MAX POWER-POINT VOLTAGE (VMP)
OPEN-CIRCUIT VOLTAGE (VOC)
SHORT-CIRCUIT CURRENT (ISC)
MAX SERIES FUSE (OCPD)
MAXIMUM POWER (PMAX)
MAX VOLTAGE (TYP 600VDC)
VOC TEMP COEFF (mV/oC or %/oC )
IF COEFF SUPPLIED, CIRCLE UNITS
A
V
V
A
A
W
V
MODULE MAKE
MODULE MODEL
PV MODULE RATINGS @ STC (Guide Section 5)
MAX DC VOLT RATING
MAX POWER @ 40oC
NOMINAL AC VOLTAGE
MAX AC CURRENT
MAX OCPD RATING
V
W
V
A
A
INVERTER MAKE
INVERTER MODEL
INVERTER RATINGS (Guide Section 4)
1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE
REQUIREMENT? YES NO N/A
2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE
REQUIREMENT? YES NO N/A
3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX
CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT
4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER
OCPD AMPERE RATING. (See Guide Section 9)
5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTAL
SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)?
YES NO
NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9):
1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN
EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO
INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC
2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST
MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO
INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC
2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED
47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9
CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT
LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF
47oC OR LESS (ALL OF UNITED STATES),
a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES
WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER
FUSE.
b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES
WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER
FUSE.
NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D):
OCPD = OVERCURRENT PROTECTION DEVICE
NATIONAL ELECTRICAL CODE® REFERENCES
SHOWN AS (NEC XXX.XX)
NOTES FOR ALL DRAWINGS:
SIGNSSEE GUIDE SECTION 7
SIGN FOR DC DISCONNECT
SIGN FOR INVERTER OCPD AND
AC DISCONNECT (IF USED)
RATED MPP CURRENT
RATED MPP VOLTAGE
MAX SYSTEM VOLTAGE
MAX CIRCUIT CURRENT
A
V
V
A
PHOTOVOLTAIC POWER SOURCE
WARNING: ELECTRICAL SHOCK
HAZARDLINE AND LOAD MAY BE
ENERGIZED IN OPEN POSITION
AC OUTPUT CURRENT
NOMINAL AC VOLTAGE
A
V
SOLAR PV SYSTEM
AC POINT OF CONNECTION
THIS PANEL FED BY MULTIPLE
SOURCES (UTILITY AND SOLAR)
810 N French St
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Signed on:07/18/2023
07/18/2023
Powur PBC
2683 Via De La Valle #321G,Del Mar,CA, 92014
Structural Certification for Installation of Residential SolarSubject:
Job:Victoria Betancourt
, , , Project Address:810 French Street Santa Ana CA 92701
To Whom It May ConcernAttn.:
Observation of the condition of the existing framing system was performed by an audit
team of Powur PBC.
After review of the field observation data, structural capacity calculations were performed
in accordance with applicable building codes to determine adequacy of the existing roof
framing supporting the proposed panel layout. Please see full Structural Calculations
report for details regarding calculations performed and limits of scope of work and
liability. The design criteria and structural adequacy are summarized below:
Design Criteria
Code: 2022 CBC,IEBC 2021,ASCE 7-16
mphUlt Wind Speed:110.0
psfGround Snow:0.0
psfMin Snow Roof:0.0
Current Renewables Engineering Inc.
Professional Engineer
info@currentrenewableseng.com
810 N French St
08/02/23
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Summaries:
: roofing supported by @ in. OC spacing. The roof is slopedRoof 1 Shingle 2x4 Rafter 24
at approximately degrees and has a max beam span of ft between supports.37 10.0
Roof is adequate to support the imposed loads. Therefore, no structural upgrades are
required.
: roofing supported by @ in. OC spacing. The roof is slopedRoof 2 Shingle 2x4 Rafter 24
at approximately degrees and has a max beam span of ft between supports. 32 9.0 Roof
is adequate to support the imposed loads. Therefore, no structural upgrades are
required.
810 N French St
08/02/23
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Signed on:07/18/2023
07/18/2023
Powur PBC
2683 Via De La Valle #321G,Del Mar,CA,92014
To Whom It May ConcernAttn.:
Job:Victoria Betancourt
, , , Project Address:810 French Street Santa Ana CA 92701
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. I
Allcertify that the roof structure has sufficient structural capacity for the applied PV loads.
mounting equipment shall be designed and installed per manufacturer's approved
installation specifications.
Design Criteria
Code: 2022 CBC,IEBC 2021,ASCE 7-16
20 psfLive Load:
mphUlt Wind Speed:110.0
Exposure Cat:C
psfGround Snow:0.0
N/AMin Snow Roof:
Current Renewables Engineering Inc.
Professional Engineer
info@currentrenewableseng.com
810 N French St
08/02/23
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Roof Properties:
Roof 1 Roof 2
Roof Type:Shingle Shingle
Roof Pitch (deg):37 32
Mean Roof Height (ft):23.00 23.00
Attachment Trib Width (ft):3.25 1.65
Attachment Spacing (ft):4.00 4.00
Framing Type:Rafter Rafter
Framing Size:2x4 2x4
Framing OC Spacing (in):24.00 24.00
Section Thickness, b (in):1.50 1.50
Section Depth, d (in):3.50 3.50
Section Modulus, Sx (in ):3 3.062 3.062
Moment of Inertia, Ix (in ):4 5.359 5.359
Unsupported Span (ft):10.00 9.00
Upper Chord Length (ft):15.00 9.00
Deflection Limit D+L (in):3.000 1.800
Deflection Limit S or W (in):2.000 1.200
Framing Upgrade:No No
Sister Size:N/A N/A
Wood Species:DF DF
Wood Fb (psi):900.00 900.00
Wood Fv (psi):180.00 180.00
Wood E (psi):1,600,000.00 1,600,000.00
C (Wind):D 1.60 1.60
C (Snow):D 1.15 1.15
C :LS 1.00 1.00
C = C = C = C :M t L i 1.00 1.00
C :F 1.50 1.50
C :fu 1.00 1.00
C :r 1.15 1.15
F'b Wind (psi):2,484.00 2,484.00
F'b Snow (psi):1,785.37 1,785.37
F'v Wind (psi):288.00 288.00
F'v Snow (psi):207.00 207.00
Moment Allowable Wind (lb-ft):633.94 633.94
Moment Allowable Snow (lb-ft):455.64 455.64
V Allowable Wind (lbs):1,008.00 1,008.00
V Allowable Snow (lbs):724.50 724.50
E' (psi): 1,600,000 1,600,000
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Load Calculations:
Dead Load Calculations:
Roof 1 Roof 2
Panel Dead Load (psf):3.00 3.00
Roofing Weight (psf):3.00 3.00
Decking Weight (psf):2.00 2.00
Framing Weight (psf):0.60 0.60
Misc. Additional Weight (psf):1.00 1.00
Existing Dead Load (psf):6.60 6.60
Total Dead Load (psf):9.60 9.60
Wind Load Calculations:
Roof 1 Roof 2
Ultimate Wind Speed (mph):110.00 110.00
Directionality Factor, kd:0.85 0.85
Topographic Factor, kzt:1.00 1.00
Velocity Press Exp Factor, kz:0.93 0.93
Velocity Pressure, qz (psf):24.34 24.34
External Pressure Up, GCp :1 -1.50 -1.50
External Pressure Up, GCp :2 -1.77 -1.77
External Pressure Up, GCp :3 -2.19 -2.19
External Pressure Down, GCp:0.78 0.78
Design Pressure Up, p (psf):1 -25.17 -25.17
Design Pressure Up, p (psf):2 -29.70 -29.70
Design Pressure Up, p (psf):3 -36.76 -36.76
Design Pressure Down, p (psf):16.00 16.00
Snow Load Calculations:
Roof 1 Roof 2
Ground Snow Load, pg (psf):0.00 0.00
Min Flat Snow, pf_min (psf):0.00 0.00
Min Sloped Snow, ps_min (psf):0.00 0.00
Snow Importance Factor, Ic:1.00 1.00
Exposure Factor, Ce:0.90 0.90
Thermal Factor, Ct:1.10 1.10
Flat Roof Snow, pf (psf):0.00 0.00
Slope Factor, Cs:1.00 1.00
Sloped Roof Snow, ps (psf):0.00 0.00
810 N French St
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Hardware Checks:
Attachment Check:
Roof 1 Roof 2
Attachment Type:Deck Mount Deck Mount
Allowable Up Force (lbs):210.00 210.00
Allowable Down Force (lbs):210.00 210.00
Allowable Side Force (lbs):115.00 115.00
Applied Uplift Force (lbs):-151.12 -76.14
Uplift DCR:0.720 0.363
Applied Down Force (lbs):128.29 66.11
Down DCR:0.611 0.315
Applied Lateral Force (lbs):23.47 10.49
Lateral DCR:0.204 0.091
810 N French St
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Roof Framing Checks:
Force Checks
LC1: D+S
Roof 1 Roof 2
Applied Moment (lb-ft):192.8 207.1
Applied Shear (lbs):143.6 78.8
Allowable Moment (lb-ft):455.6 455.6
Allowable Shear (lbs):724.5 724.5
Moment DCR:0.423 0.455
Shear DCR:0.198 0.109
LC2: D+0.6W
Roof 1 Roof 2
Applied Moment (lb-ft):530.2 574.2
Applied Shear (lbs):413.7 213.1
Allowable Moment (lb-ft):633.9 633.9
Allowable Shear (lbs):1,008.0 1,008.0
Moment DCR:0.836 0.906
Shear DCR:0.410 0.211
LC3: D+0.75(S+0.6W)
Roof 1 Roof 2
Applied Moment (lb-ft):445.8 482.4
Applied Shear (lbs):346.2 179.5
Allowable Moment (lb-ft):633.9 633.9
Allowable Shear (lbs):1,008.0 1,008.0
Moment DCR:0.703 0.761
Shear DCR:0.343 0.178
LC4: 0.6D+0.6W
Roof 1 Roof 2
Applied Moment (lb-ft):453.0 491.4
Applied Shear (lbs):356.3 181.5
Allowable Moment (lb-ft):633.9 633.9
Allowable Shear (lbs):1,008.0 1,008.0
Moment DCR:0.715 0.775
Shear DCR:0.353 0.180
810 N French St
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Deflection Checks (Service Level):
LC1: D+L
Roof 1 Roof 2
Deflection (in.):1.167 1.374
Deflection Limit (in.):3.000 1.800
Deflection DCR:0.389 0.763
LC2: S
Roof 1 Roof 2
Deflection (in.):0.000 0.000
Deflection Limit (in.):2.000 1.200
Deflection DCR:0.000 0.000
LC3: W (Down)
Roof 1 Roof 2
Deflection (in.):0.377 0.427
Deflection Limit (in.):2.000 1.200
Deflection DCR:0.188 0.356
LC4: W (Up)
Roof 1 Roof 2
Deflection (in.):0.593 0.671
Deflection Limit (in.):2.000 1.200
Deflection DCR:0.297 0.560
810 N French St
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Seismic Check:
Existing Weight:
Wall Weight (psf):17.00
Tributary Wall Area (ft ): 2 2,910.00
Total Wall Weight (lbs):49,470.00
Roof Weight (psf):6.60
Roof Area (ft ):2 2,346.00
Total Roof Weight (lbs):15,487.27
Total Existing Weight (lbs):64,957.27
Additional PV Weight:
PV Panel Weight (lbs):64.35
Number of Panels:11
Total Additional PV Weight (lbs):707.85
Weight Increase:
(Existing W + Additional W) ÷ (Existing W) = 101.09%
The increase in weight as a result of the solar system is less than 10% of the existing
structure. Therefore, no further seismic analysis is required.
810 N French St
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1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
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 the
engineering consulting firm 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.
810 N French St
08/02/23