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JOB NUMBER: UTILITY:
RACKING: UTIUTYACCT#:
MODULES: 40 SUNPOWER X20 327
SKYLINE SOLr INVERTER: AC MODULES
�S`.'a+7 FL'�' FtiTteRF„ � }L'is YGL
OWNER:
FERNANDEZ, JOE
147 WHITE OAK RUN
DARTMOUTH MA 02747
5082943002
DESCRIPTION:
FERNANDEZ RESIDENCE
PRODUCTION:
DESIGNED BY: PAGE:
PH Pvb
REV: DATE:
11/8118 PAGE NAME: PROPERTY PLAN
. -ABBREVIATIONS
ELECTRICAL NOTES
'A
AMPERE
1.
WHERE ALL TERMINALS OF THE
j
f AC
ALTERNATING CURRENT
DISCONNECTING MEANS MAY BE
BLDG
BUILDING
ENERGIZED IN THE OPEN POSITION, A
CONC
CONCRETE
SIGN WILL BE PROVIDED WARNING OF
C
COMBINER Box
THE HAZARDS PER ART. 690.17.
D
DISTRIBUTION PANEL
2.
EACH UNGROUNDED CONDUCTOR OF
DC
DIRECT CURRENT
THE MULTIWIRE BRANCH CIRCUIT WILL
EGC
EQUIPMENT GROUNDING CONDUCTOR
BE IDENTIFIED BY PHASE AND SYSTEM
(E)
EXISTING
I
EMT
ELECTRICAL METALLIC TUBING
PER ART. 210.5.
GAL1
GALVANIZED
3.
A NATIONALLY -RECOGNIZED TESTING
GEG
GROUNDING ELECTRODE CONDUCTOR
LABORATORY SHALL LIST ALL
GND
-GROUND
EQUIPMENT IN COMPLIANCE WITH ART.
HDG
HOT DIPPED GALVANIZED
110.3.
I
CURRENT
4.
250V TO
CIRCUITS OVER GROUND SHALL
Imp
CURRENT AT MAX POWER
COMPLY WITH ART. 250.97, 25O.92(B)
INVS
INVERTERS
5.
DC CONDUCTORS EITHER DO NOT ENTER
Isc
SHORT CIRCUIT CURRENT
BUILDING OR ARE RUN IN METALLIC
kvA
KILOVOLT AMPERE
RACEWAYS OR ENCLOSURES TO THE
kW
KILOWATT
LBW
LOAD BEARING WALL
FIRST ACCESSIBLE DC DISCONNECTING
MIN
MINIMUM
MEANS PER ART. 69O.31(E).
(N)
NEW
6.
ALL WIRES SHALL BE PROVIDED WITH
NEC
NATIONAL ELECTRIC CODE
STRAIN RELIEF AT ALL ENTRY INTO
NIC
NOT IN CONTRACT
BOXES AS REQUIRED BY UL LISTING.
NTS
NOT TO SCALE
7. _
MODULE FRAMES SHALL BE GROUNDED
OC
ON CENTER
AT THE UL-LISTED LOCATION PROVIDED
P
PANELBOARD
BY THE MANUFACTURER USING UL
PL
PROPERTY LINES
LISTED GROUNDING HARDWARE.
PV
PHOTOVOLTAIC,
8•
ALL EXPOSED METAL PARTS (MODULE
PVC
POLYVINYL CHLORIDE
S
SUBPANEL
FRAMES, RAIL, BOXES, ETC.) SHALL BE
SCH
SCHEDULE
GROUNDED USING UL LISTED LAY -IN
SS
STAINLESS STEEL
LUGS LISTED FOR THE PURPOSE. POSTS
SSD
SEE STRUCTURAL DIAGRAMS
SHALL BE MADE ELECTRICALLY
STC
STANDARD TESTING CONDITIONS
CONTINUOUS WITH ATTACHED RAIL.
SWH
SOLAR WATER HEATER
9.
MODULE FRAMES, RAIL, AND POSTS
TYP
TYPICAL
SHALL BE BONDED WITH EQUIPMENT
LON
UNLESS OTHERWISE NOTED
GROUND CONDUCTORS AND GROUNDED
UPS
UNINTERRUPTIBLE POWER SUPPLY
AT THE MAIN ELECTRIC PANEL:
v
VOLT
10.
THE DC GROUNDING ELECTRODE
Vmp
VOLTAGE AT MAX POWER
Voc
VOLTAGE AT OPEN CIRCUIT
CONDUCTOR SHALL BE SIZED
W
WATT
ACCORDING TO ART. 25O.166(B) & 690.47.
3R
NEMA 3R, RAIN TIGHT
GENERAL NOTES
1. THIS SYSTEM IS GRID-INTERTIED VIA A UL-LISTED
POWER -CONDITIONING INVERTER.
2. THIS SYSTEM HAS NO BATTERIES, NO UPS.
3. ALL INVERTERS AND ARRAYS ARE NEGATIVELY
GROUNDED,
4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED.
JOB NUMBER: 02747 UTILITY: EVERSOURCE (MA) DWNEI
FERNANDES
RACKING: GROUND MOUNT UTILITYACCT# 147 WHITE OAK RUN
MODULES:(40) SUN POWER SPR—E20-327—D-AC DARTMOUTH, MA 02747
INVERTER:(O1) SOLAREDGE SE10000H—US RGM
VICINITY
10!
DESCRIPTION:
FERNANDES RESIDENCE
13.08 kWDC ROOF SOLAR SYSTEM
PRODUCTION:
22,733 kWH
INDEX
PV1 COVER SHEET
PV2 SITE PLAN
PV3 STRUCTURAL VIEWS
PV4 SINGLE LINE
PV5 LABEL SET
APPLICABLE CODES
2015 INTERNATIONA! BUILDHNG CODE
2015 INTER ,ATIOa,IAL RESID_nNTIAL CODE t'
2015 INTERNIATIONAL FIRE CODE
2017 NA T IONAL ELECTRICAL CODE (NE'�) 'a VITH
EMP IA&S ON ARTICLE 000.
ASCE 7-05.
t r
aAHJ: TOWN OF DARTIIODTI—i
r y
� 8
UTILITY: EVERSOURCE §:
I
SKYLINE SOLAR
4 CROSSROADS DR. SUITE 116
HAM I LTON, NJ 08691
LICENSES
HIC: 172284
ELEC: 21667—A
CSL: CS-027047
BY: PAGE.
RG
Pvl
DATE:
10/09/2018 PAGE NAME: COVER SHEET
l
1
4 8'
1
JOB NUMBER: UTILITY: OWNER:
FERNANDEZ JOE
RACKING: UTILITY 147 WHITE OAK RUN
MODULES: 40 SUNPOWER X20 327 DARTMOUTH MA 02747
SKYLINE SC)LAR INVERTER: AC MODULES 5082943002
Gce�x��sre E�,*: E...,,G__��v,.r.You
DESCRIPTION:
FERNANDEZ RESIDENCE
PRODUCTION:
I
I
DESIGNED BY: PAGE:
lk
PH
IL N
REV: DATE:
11/8118 PAGE NAME: PROPERTY PLAN
i
Plan View
NOT TO SCALE
�Sheet 1 of 3
Date Revision Drawn By: Review By:
09/04/2018 Original ML JD
Solar Five
Project:
Fernandes Residence
147 White Oak Run
Dartmouth, MA 02747
Basic Wind Speed: 1 9 MPH Max. Leg Axial Bearing: 5,380 lbs.
(Risk Category 1)
Flat Roof Snow Load: 30 PSF Max. Leg Uplift: 2,970 lbs.
Exposure Category: B Max. Lateral Resistance: 2,105 lbs.
Site Contour. <5 Degree Slope Top Rail Max. Loading: 106.8 plf
Helical Pile Depth: 6 " Min Lateral Resistance Plate Size: Not Req'd
All design work has been performed in accordance with the Massachusetts State
Building Code, Ninth Edition, Base Volume (780 CMR) including but not limited to
the 2015 International Building Code as amended by 780 CMR.
Net design pressures were calculated in accordance with ASCE 7-10 section
27.4.3, "Open Buildings with Monoslope, Pitched, or Troughed Roofs". All load
cases were evaluated in determining the limiting design conditions. The data
table above provides the results for the limiting load case. Maximum leg
reaction forces represent the highest load condition seen by any leg in the
structure. All legs in the structure are designed to meet the maximum load
conditions.
5Lx8C Sub—Arrav Design Conditions
1
Front Leg Height: 40)�* Array Tilt Angle: 25 Degrees
Rear Leg Height: 88" Overall Array East-West Dim: 41'_0"
North -South Leg Spacing: 102" Number of Modules/Sub-Array: 40
West Span Leg Spacing: 14'-g" Number of Sub -Arrays: 1
East Span Leg Spacing: 14'-g" Module Columns/Sub-Array: 8
Quantity Center Spans: 0 Number of Module Rows: 5
Center Span Leg Spacing: N/A Module Orientation: Landscape
East do West Overhang: 5'-3" Module Column Spacing }
Overall Beam Length: 40'-0" Module Row Spacing }"
Front Edge Ground Clearance: 30" Module Model: SPR E20-32-77-D-AC
Horizontal Rail Material: 5"x4"xj" I SS Module Size. 41.2' x 61.37
Top Rail Material: SF Rails Individual Module Rating: 327 watt
Qty Rails per Panel: 2 Sub Array Power Rating: 13.08 kw
Top Rail Length: 212" Total Power Rating: 13.08 kw
Top Rail Center Span: 1121¢"
Top Rail Overhangs: 4P4
(1) Additional North Column is to be nstalled per field direction. The
Column is to support equipment mounting needs. It is not required for
North beam support.
Solar Foundations USA,
1142 River Road, New Castle, DE 19720 Ph: (855) 738-7200 Fax: (866) 644-5665
Front Edge
SIDE ELEMICN DETAIL NOT To scATE
Solar SF Rail fastened to Tube steel with
Foundntlons� Galvanized U-bolt or (2) i1x20 Elco Drill Flex
SF Rail Self Tapping Screws or equal. For SF Rail
lengths In excess of 18'-01, use (2) U-bolts
5x4xk HSS Tube Steel, Galvanized
HSS Fastened to Top Cap with W
Galvanized U-Salt
0
e
V Bolt, Typ, 5
p aces
lyi Sch 40
Diagonal Brace,
Galvanized
2k Sch 40 Helical Pile
Extension, Galvanized �o
LOWER CAP DETAIL NIX TO SCALE
Sheet 2 of 3
Date Revision Drawn By: Review
09/04/2018 Original ML JD
West
Rear Le' Height
Front Leg Height
IY: Sch 41ff
Diagonal Brace,
--,❑veratl East—West Dim
°'
st ❑werhang
POST SPACING F r E`VAmTCN DETAIL NOT TO SCAT F
Solar SF Rail fastened to Tube steel with
Foundations _
SF Rail Galvanized U-bolt or (2) j'x20 Elco Dr ,4l Flex
Self Tapping Screws or equal. For SF:- Rail
lengths In excess of 18'-0', use (2) W-bolts
• Bolt, HSS Tube Steel, Galvanized
Typ. 2 SS Fastened to Top Cup with Ye'places alvanized U-Bolt
jr5x4xjV
0
Lateral Resistance
Plate Located Below
Grade, Rear Leg
Locations only
Sizing per Site Design
Data Table
0
2j' Sch 40 Helical Pile, All
Locations, Typ,
Capaclities per Site Design
Data Table
Minimum 66' Depth or Until
Load Bearing Strata
Reached
HELICAL PILE AMID LATERAL
RESISTANCE PLATE DETAIL NoT To SCATF
Solar Five
By: Project:
Fernandes Residence
147 White Oak Run
Dartmouth, MA 02747
' Bolt, Typ. 5
I aces
2P Sch 40 elical P"e
Extension, alvanlzed �a
UPPER CAP DETAIL
NOT TO SC ALF
Solar Foundations USAF
1142 River Road, qew Castle, DE 19720 Ph: (855) 738-7200 Fax: (866) 644-5665
1
orth Columns May Use Threaded
oupling in Place 04� Weld, Coupling
o be located Above the Wind Brace
Lateral Resistance Plate, Top of
Plate installed to just below grade
As Required per Design Table
1/2' Sch 40 Lead Section
Continuous Flight Helix
J1x19' Heticoid Length Typical.
When used in high density soils,
rocky soils or bedrock, pre -drill
the pile location with a 3-1/2'
rock drill or rock auger as needed
Helical Pile Detail NOT To sCAIZ
Sheet 3 of 3
Date Revision Drawn By: Review By:
09/04/2018 Original ML JD
2-1/2' Above Grade Lead Extension
Heights set per design table.
-North Cotu-nns May Use Threaded
Coupling in Place of Weld, Coupling
to be located Above the Wind Brace
—Lateral Resi>tance Plate, Top of
Plate install>d to just below grade
As Required per Design Table
2-1/2' Sch 40 lead Section
Single Flight Helix, 8' Typical,
Increase Size as needed to obtain
Bearing Capacities
Solar Five
Pro-iect:
Fernandes Residence
147 White Oak Run
Dartmouth, MA 02747
Specification Requlreme4s,
The following Material specification requirements pertain to the
fabrication of the Solar Foundations USA ground mount solar
support structure as ndlcated on these drawings,
1, Solar Foundation aluminum rails shall conform to ASTM B221.
2. Structural steel to ing shall be ASTM A500 Grade C,
3. Steel pipe for piles shall conform to ASTM A500 Grade C,
4. Steel pile extension > shalt be ASTM A53 Grade B.
5. Fabricated steel plate for column cap assemblies, bracing
clamps, etc, shall be ASTM A36 or A1011,
6. Steel bolts for cap fasteners shall conform to SAE J429
Grade 5, All other bolts shall conform to SAE J429 Grade 2
or better.
7. Steel U-bolts shall conform to ASTM 1018.
8. USS flat steel washers shall conform to ASTM F844 and nuts
for steel connections shall conform to ASTM A563 Grade A.
9. All field welding sha t conform to AWS D1.1/D1.1M -Structural
Welding Code requirements,
10. All steel shall be h t-dip galvanized per ASTM A123 or A153
after all fabrication has been completed,
Installation Requirements,
1, The minimum average
installation torque required to obtain the
required Indicated capacities
and the minimum Installation depth
shown on the plans
shall be satisfied prior to termination of
the Installation. The
installation torque shall be an average
of the Installation
torques Indicated during the last 1 foot
of installation,
2. The torsional stre
gth rating of the torque anchor shall not
be exceeded during
the installation, If the torsional
strength limit of tie
anchor has been reached, but the
anchor has not reached
the target depth, perform the
following
2.1. If the torsiona
strength limit is achieved prior to
reaching the target
depth, the installation may be
acceptable If reviewed
and approved by the engineer
and/or owner.
2.2. The Installer may
remove the torque anchor and Install a
new one with smaller
diameter helical plate.
2.3. If using a continuous
flight pile, pre -drip the' pile location
with a 3-1/2' r1ock
auger or rock drill as needed.
3. If the target depth
Is achieved, but the torsional
requirement has not
been met the installer may do one of
the following
3.1. Install the torque
anchor deeper to obtain the required
capacity
3.2. Remove the torque
anchor and Install a new one with a
Larger diameter
helical plate or one with multiple helical
plates.
3.3. Reduce the load
capacity on the Individual torque anchor
by providing a
ditional torque anchors at a reduced
spacing.
Solar Foundations USA,
1142 River Road, New Castle, DE 19720 Ph: (855) 738-7200 Fax: (866) 644-566
Fernandes Residence
41'/"
5'-9"
102"
UJI A
483/,,
V
5Lx8C'sub-array
41'-0%"
South Edge
Diagonal
44'-0%"
ABBREVIATIONS
ELECTRICAL NOTES
A
AMPERE
1.;
WHERE ALL TERMINALS OF THE
AC '
ALTERNATING CURRENT
DISCONNECTING MEANS MAY BE
BLDG
BUILDING
ENERGIZED IN THE OPEN POSITION, A
CONC
CONCRETE
SIGN WILL BE PROVIDED WARNING OF
C
COMBINER BOX
THE HAZARDS PER ART. 690.17.
D
DISTRIBUTION PANEL
2
EACH UNGROUNDED CONDUCTOR OF
DC
DIRECT CURRENT
THE MULTIWIRE BRANCH CIRCUIT WILL
EGC
EQUIPMENT GROUNDING CONDUCTOR
BE IDENTIFIED BY PHASE AND SYSTEM
(E)
EXISTING
EMT
ELECTRICAL METALLIC TUBING
PER ART. 210.5.
GALV
GALVANIZED
3.
A NATIONALLY -RECOGNIZED TESTING
GEC
GROUNDING ELECTRODE CONDUCTOR
LABORATORY SHALL LIST ALL
GND
GROUND
EQUIPMENT IN COMPLIANCE WITH ART.
HDG
HOT DIPPED GALVANIZED
110.3.
1
CURRENT
4.
CIRCUITS OVER 250V TO GROUND SHALL
Imp
CURRENT AT MAX POWER
COMPLY WITH ART. 250.97, 250.92(B)
INVS
INVERTERS
5.
DC CONDUCTORS EITHER DO NOT ENTER
Isc
SHORT CIRCUIT CURRENT
BUILDING OR ARE RUN IN METALLIC
kVA
KILOVOLT AMPERE
RACEWAYS OR ENCLOSURES TO THE
kw
KILOWATT
FIRST ACCESSIBLE DC DISCONNECTING
LBW
LOAD BEARING WALL
MIN
MINIMUM
MEANS PER ART. 690.31(E).
(N)
NEW
6.
ALL WIRES SHALL BE PROVIDED WITH
NEC
NATIONAL ELECTRIC CODE
STRAIN RELIEF AT ALL ENTRY INTO
NIC
NOT IN CONTRACT
BOXES AS REQUIRED BY UL LISTING.
NTS
NOT TO SCALE
7,
MODULE FRAMES SHALL BE GROUNDED
OC
ON CENTER
AT THE UL-LISTED LOCATION PROVIDED
P
PANEL BOARD
BY THE MANUFACTURER USING UL
PL
PROPERTY LINES
LISTED GROUNDING HARDWARE..
PV
PHOTOVOLTAIC
$•
ALL EXPOSED METAL PARTS (MODULE
PVC
POLYVINYL CHLORIDE
FRAMES, RAIL, BOXES, ETC.) SHALL BE
S
SUBPANEL
SCH
SCHEDULE
GROUNDED USING UL LISTED LAY -IN
SS
STAINLESS STEEL
LUGS LISTED FOR THE PURPOSE. POSTS
SSD
SEE STRUCTURAL DIAGRAMS
SHALL BE MADE ELECTRICALLY
STC
STANDARD TESTING CONDITIONS
CONTINUOUS WITH ATTACHED RAIL.
SWH
SOLAR WATER HEATER
9.
MODULE FRAMES, RAIL, AND POSTS
TYP
TYPICAL
SHALL BE BONDED WITH EQUIPMENT
LION
UNLESS OTHERWISE NOTED
GROUND CONDUCTORS AND GROUNDED
UPS
UNINTERRUPTIBLE POWER SUPPLY
AT THE MAIN ELECTRIC PANEL
V
VOLT
10.
THE DC GROUNDING ELECTRODE
Vmp
VOLTAGE AT MAX POWER
Voc
VOLTAGE AT OPEN CIRCUIT
CONDUCTOR SHALL BE SIZED
W
WATT
ACCORDING TO ART. 250.166(B) & 690.47.
3R
NEMA 3R, RAIN TIGHT
GENERAL NOTES
1
2.
3.
4.
( ) DFERNANDES
g K: JOB NUMBER: 02747 UTILITY: EVERSOURCE MA
RACKING: GROUND MOUNT UTILITY 147 WHITE OAK RUN
MODULES:(40) SUN POWER SPR-E20-327-D-AC DARTMOUTH, MA 02747
-SKYLINE SOIARINVERTER:(01) SOLAREDGE SE1000OH-US RGM
THIS SYSTEM IS GRID-INTERTIED VIA A UL-LISTED
POWER -CONDITIONING INVERTER.
THIS SYSTEM HAS NO BATTERIES, NO UPS.
ALL INVERTERS AND ARRAYS ARE NEGATIVELY
GROUNDED.
SOLAR MOUNTING FRAMES ARE TO BE GROUNDED.
PV1
COVER SHEET
SITE PLAN
PV2
PV3
STRUCTURAL VIEWS
PV4
SINGLE LINE -
PV5
LABEL SET
APPLICABLE CODES
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL RESIDENTIAL CODE
2015 INTERNATIONAL RESIDENTIAL CODE
2015 INTERNATIONAL FIRE CODE
2017 NATIONAL ELECTRICAL CODE (NEC) VNITH
EMPHASIS ON ARTICLE 690.
ASCE 7-05.
�.
YkJwil
'I AHJ: TOWN OF DARTMOUTH
Nijw
UTILITY:`EVERSOURCE (MA)
SKYLINE SOLAR
4 CROSSROADS DR. SUITE 11E1
HAMILTON, NJ 08691
LICENSES
HIC: 172284
ELEC: 21667-A
CSL: CS-027047
DESCRIPTION: DESIGNED Y:
FERNANDES RESIDENCE RG
13.08 kWDC ROOF SOLAR SYSTEM
PRODUCTION:
REV: DATE:
22,733 kWH 10/09/2018
PAGE: p v i
PAGE NAME: COVER SHEET '
POOL
-200 TREK
® THROUGH DIRT
FOH
DRIVEWAY
oy
JOB NUMBER: 02747 UTILITY: EVERSOURCE (MA) OWNER
FERNANDES
RACKING: GROUND MOUNT UTILITY ACCT #:
147 WHITE OAK RUN
MODULES:(40) SUN POWER SPR-E20-327-D-AC DARTMOUTH, MA 02747
INVERTER:(01) SOLAREDGE SE1000OH-US RGM
4ei1 r:.3z C#$F,?�,r q :nav E?k2c' SBS
IN
INVERTER
A AC DISCONNECT
p DC DISCONNECT
Aslj MAIN SERVICE PANEL
B DC JUNCTION BOX
N MONITORING UNIT
D DISTRIBUTION PANEL
L LOAD CENTER
STANDOFF LOCATIONS,
CONDUIT
FENCE
GATE
DESCRIPTION: DESIGNED BY: PAGE:
FERNANDES RESIDENCE RG
13.08 kWDC ROOF SOLAR SYSTEM
PRODUCTION: F-`v2
REV: DATE:
22,733 kWH 10/09/2018-.PAGENAME: SITEPLAN
4
1
LEGEND
ROOF
--- RAFTERS
RAIL
O MOUNT
OBSTRUCTION
N
W E
S 7
SUB -ARRAY DESIGN
FRONT LEG HEIGHT
40 1/2"
REAR LEG HEIGHT
gg"
NORTH -SOUTH LEG SPACING
102"
WEST SPAN LEG SPACING
14'-9"
EAST SPAN LEG SPACING
14'-9"
EAST & WEST OVERHANG
5'-9"
OVERALL BEAM LENGTH
40'
FRONT EDGE GROUND CLEARANCE
30"
HORIZONTAL RAIL MATERIAL
5"x4"x$" HSS
ARRAY TILT ANGLE
250
TOP RAIL MATERIAL
SF RAILS
QTY. RAILS PER PANEL
2
TOP RAIL LENGTH
212"
TOP RAIL CENTER SPAN
1121....
TOP RAIL OVERHANG
49 4'"i
OVERALL ARRAY EAST -WEST DIM
41'
2' 16„ I 1
r '_6^
FRONT VIES REAR VIEW .,
SCAL :.ITS SCALE: NITS
i
E VIEW
cc)-§jp SCALE: T V
JOB NUMBER: 02747 UTILITY: EVERSOURCE (MA) OWNER: DESCRIPTION: DESIGNED BY: PAGE:
FERNANDES FERNANDES RESIDENCE
RG
RACKING: GROUND MOUNT UTILITY ACCT #: 147 WHITE OAK RUN
13.08 kWDC ROOF SOLAR SYSTEM
MODULES:(40) SUN POWER SPR-E20-327-D-AC DARTMOUTH, MA 02747 PRODUCTION:v 3
SKYLINE
i? REV: DATE:
�r INVERTER:(01) SOLAREDGE SE1000OH-US RGM 22 733 kWH �oiosizois PAGENAME: STRUCTURAL VIEWS
PANEL BRAND: SQUARED
METER NUMBER: 37 111 519
SERVICE ENTRANCE: UNDERGROUND
GROUNDING METHOD: UNDERGROUND STRAP Largest String: 1-4p SP Rating (A):
2oc,
r0odule SEC Pacing (4 ): 3.27 FA-ain Bre2kerRatin (A): 200'
Inverter Nor . DC In p ut 24OV (V): 24O Inverter Max. Out p ut (A): 42.0
Inom (A)= 19.iD8 M21xAlliowabfe Backfeed (A)= 40
Operating Voltage (Vdc)= 24G Min Breaker Rating (A)= �O
120/240V
SINGLE PHASE Max Power Point Current (A) 32.70 Max -Systern Voltage (Vdc)= 4�0
UTILITY SERVICE
Max S ste m Cu iTe n t (A) = 45
TIE IN: CINESIQETAP
METER
37 111 519 AWG#6, THWN-2 AWG#6, THWN-2 AWG#10, THWN-2
AWG#6, THWN-2, EGC/GEC AWG#6, THWN-2, EGC/GEC
AWG#10, THWN-2, EGC/G
CONDUIT, 1" EMT CONDUIT, 1" EMT
CONDUIT, 3/4" EMT
200A SQUARE D MSP (01) SOLAREDGE SE10000H-US RGPA
-INVERTER WITH-
- INTEGRATED DC DISCONNECTS
- REVENUE GRADE DATA, ANSI C12.1
60A
---------------------
---------------------
-----------
200A LINE LOAD LINE LOAD
t AC DC
(� OUTPUT
I�
tI
I
I�
t�
_I
(E) 'LOADS
QTY
1
BRAND
ILSCO
PART#
Z
O
INSULATION
a
PIERCING
CONNECTOR
U
U
w
❑
QTY
1
BRAND
PART #
Z
O
GROUND ROD
F
a
U
U
W
QTY
1
BRAND
SQUARE D
PART#
D222NRB
Z
O
FUSIBLEAC
DISCO-60A
a~
U
w
QTY
2
BRAND
PART#
Z
O
FUSES-60A
a
U
U
W
❑
QTY
1
BRAND
SQUARE D
PART#
DU222RB
Z
O
AC DISCO
NON -FUSIBLE
IL
LOCKABLE
60A
w
❑
JOB NUMBER: 02747 UTILITY: EVERSOURCE MA OWNER
( ) FERNANDES
RACKING: GROUND MOUNT UTILIWACCT#: 147 WHITE OAK RUN
SKYLINE
SUN POWER SPR-E20-327-D-AC DARTMOUTH, MA 02747
S INE SOLAR
Clm) r � INVERTER:(01) SOLAREDGE SE1000OH-US RGM
QTY
1
BRAND
SOLAREDGE
PART#
SE10000H-US RGM
Z
O
INVERTER
a
U
U
W
BREA*ER
-EZB-
FUSE
SWITCH
a
EARTIjH GROUND "
---
GEC
------
EGC
AWG#10, PV WIRE
AWG#10, EGC
CONDUIT, 3/4" EMT
--.-�..�_---� / / 1STRINGOF14ONARRAY1
I / / 1 STRING OF 13 ON ARRAYI
t-- -----.-_-..� / / 1 STRING OF 13 ON ARRAYI
QTY
1
BRAND
SOLADECK
PART #
Z
O
JUNCTION
OX
a
U
U
w
0
QTY
40
BRAND
SUN POWER
PART#
SPR-E20-327-D-AC
Z
O
PV MODULE - 327W
n~.
30MM
U
W
DESCRIPTION: DESIGNED Y: PAGE:
FERNANDES RESIDENCE RG It
13.08 kWDC ROOF SOLAR SYSTEM
PRODUCTION: -
v 4
REV: DATE:
22,733 kWH 10/09/2018 PAGE NAME: SINGLE LINE
NEC 690.5(c) NEC 690.31 (E) 3 & 4; 2012 IFC 605.11
PLACE THIS LABEL ON INVERTER(S) OR NEAR PLACE ON ALL JUNCTION BOXES, EXPOSED
GROUND -FAULT INDICATOR (ON INVERTER(S) U.O.N.) RACEWAYS EVERY 10' AND 1' FROM BENDS
ELECTRICAL SHOCK HAZARD
IF A GROUND FAULT IS INDICATED,
NORMALLY GROUNDED CONDUCTORS MAY
BE UNGROUNDED AND ENERGIZED
NOTE:
BACKGROUND AND ETTERING COLORS FOR SIGNAGE/LAE3ELS
SHALL COMPLY WIT (IN ORDER OF PRIORITY) AHJ & FIRE
DEPARTMENT AMENDMENTS, STATE CODE, AND ANSI
GUIDELINES. THIS PAGE IS INTENDED OR SIGNAGE/LABEL
VERBIAGE ONLY.
OUTSIDE LABELING OF SYSTEM COMPONENTS AND METERS IS
TO BE DONE IN A WAY SUITABLE FOR THE ENVIRONMENT Mi
WHICH THE EQUIPM =NT IS INSTALLED. NO STICKERS ARE
PERMITTED.
NEC 690.17(E) NEC 690.35 (F)
PLACE THIS LABEL ON ALL DISCONNECTING PLACE THIS LABEL AT EACH JUNCTION BOX, COMBINER BOX,
MEANS WHERE ENERGIZED IN AN OPEN POSITION DISCONNECT AND DEVICE WHERE ENERGIZED, UNGROUNDED
AND PENETRATIONS, ADJACENT TO THE
MAIN SERVICE DISCONNECT
CIRCUITS MAY BE EXPOSED DURING SERVICE:
WA Ali
OIL
ARNINu'o
NEC 690.56(c)
N I N PLACE ON RAPID SHUTDOWN DISCONNECT WHEN RAPID
ELECTRICAL SHOCK HAZARD SHUTDOWN IS INSTALLED
DO NOT TOUCH TERMINALS ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM E
SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED QUIPPED
POSITION AND MAY BE ENERGIZED WITH RAPID SHUTDOWN
NEC 705.12(D)(2)(b) NEC 705.12(D)(3)
PLACE THIS LABEL AT P.O.C. TO SERVICE PLACE LABEL ON ALL EQUIPMENT CONTAINING
DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL (AND OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER
SUBPANEL IF APPLICABLE)) TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE
SOURCES
JOB NUMBER: 02747 UTILITY: EVERSOURCE (MA) OWNER: DESCRIPTION: DESIGN DBY: PAGE:
EVERSOURCE FERNANDES
RACKING: GROUND MOUNT UTILITYACCT#: FERNANDES RESIDENCE R(;
147 WHITE OAK RUN 13.08 kWDC ROOF SOLAR SYSTEM
Y PRODUCTION:
_MODULES:(40) SUN POWER SPR-E20-327-D-AC DARTMOUTH, MA 02747 Fj
S V5
INVERTER:(01) SOLAREDGE SE1000OH-US RGM REV: DATE.
22,733 kWH 10/09/2018 PAGE NAME: LABEL SETS
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Module Add For Forth America
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P300 / P320 / P3701
P400 / P405
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higher -power
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modules} modules) modules)
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INPUT
—
Rated Input DC Power'' 300 320
.........................................
370 400 405 W
Absolute Maximum Input Voltage
AB.
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(c at lowest temperature) ............................................. i...........,.......
60 � 80 12S Vdc
..............
f rT Operat ng Range 8 - 48
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... ..I.. ....
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8 - 60 8 80 s e 12.5 1054 Vdc
...,.....,.. r.
6`;x mum Short 9rcuit Current (€sc) 10.......... (.....................1?.....
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_AREDGE INVERTER)
x ^gum Output Curre^t
10 Adc
Maximum Output Voltage 60
-------.._
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OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDG
INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power
Cc^:miter
1 Vdc
STANDARD COMPLIANCE
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INSTALLATION SPECIFICATIONS
Maximum Allowed System Voltage .......,
_...............................:..................................................c` ... .
lOGQ Vdr
..............................
Compatible inverters ; All SclarEdge Singie
Phase and Three Phase inverters
Dirensions(WxLxH) �,,....,.,, 128x152x27.5/5x5.97x1.0,
128x152x35/ ' 128xl52x50J i
i mm f in
i.<....................
5 x 5.97 x 1.37 5 x 5,97 x 1:96
Weia^t (including cables) 630 / 1.4
.....,......................
750 / 1.7 845 / 1.9 gr f !b
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Al,
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C ^c.rt Wire Type / Connector ; Double Insulated; MC4 Compatible
MC4 / Double Insulated; MC4 Compatible
.......................A
phenol AH4 i
Ca:put Wire Length � 0.9S / 3.0
......_...................................... .
.................:.,...,.,,.,,,.,,,,,.,..,.
1.2 J 3.9 m / ft
Opera..ng Temperature Ran e 40 -
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Pr te: lion Rating I IF
........................
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la .............................. .........
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PV SYSTEM DESIGN USING w SINGLE PHASE
A SOLAREDGE INVERTER;zlf31 HD -WAVE SINGLE PHASE
THREE PHASE 20$V THREE PHASE 4$0V
Minimum String Length
(Power Optimizer s} 8
1 10 � 18
_. ,:,um String Length 25
I 25 50
(Power Optimizers) ........ ............................................i...................,....,....,....,....,......:...,,,
5700 6t700 with
%Iix mum Power per 5 rfr, 5250
.:.-.,.,,.,....
`
i 6000 12750 I W
SE7600H-US) .........,,
i ., �„
Parallel Strings of Different Lengths s
.
or Oren, ations..................................................................
Yes
........ ,..,,.,.
Poi d tailed string .sizing information re �; to: hGp:J%wbvtvsolaredg^.:am/sites/denuli);iies,'stnn�s,nrg ra.pdf.
_
- ,, is not a9owed to mix P405 with P-WjP370/P4C0/P^,0alP7W, hr one string.
t
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'
Top Rail Overhang
Overall East-West Di
II
I
West Overhang- W@st Spa enter Spa
ast Spn--East Overhang
- Top Raft Cen er Span
Top Rail overhang Array
t Angie
Rear Le Hei ht
g
e
Front Edge Ground Clearance
Front Leg height
_
orth-South
Leg Spacing
POST SPACING ELEVATION DETAIL
NOT TO SCALE
SIDE ELEMION DETAIL
Wr TO SCALE
Sotar
Foundations
SF Rai
SF Rail fastened to Tube steel with
Galvanized U-bolt or (2) kx20 Etco Drill Flex
Sotnr
Foundations
SF Rail fastened to Tube steel with
Galvanized U-bott or (2) }'x20 Elco Drill Flex
_
Self Tapping Screws or equal. For Rail
lengths In excess of 18'-0', use c2) U-bolts
SF Raft�
Self Tapping Screws or equal. For SF Rail'
Iengths In excess of 18'-0', use (2) U-bolts
il/4 Sch ''� BOIL,
5x4x&' HSS Tube Steel, Galvanized
5x4xk HSS Tube Steel, Galvanized
T
Diagonal Brace, Typ. 2
Galvanized places
HSS Fastened to Top Cap with Y'
Galvanized U-Bolt
e
HSS Fastened to Top Cap with Y2'
o
Galvanized U-Bolt
e
Lateral Resistance
Bolt,
s
e
Plate Located Below
aces
1<6• Bolt, Typ. 5
Grade, Rear Leg
places
Locations only
iY4' Sch 40
Diagonal Brace, -/�
Sizing per Site Design
Galvanized
Data Table
a
2k Sch 40 Helical
Extension, Galvartzed
Plle
1v
2k Sch 40 Helical Pile
Extension, Galvanized -moo
-
Ii
'i
2j' Sch 40 Helical Pile, All
UPPER CAP DETAIL
NOT To SCALE
locations, Typ.
Capaciities per Site Design
Data Table
Minimum 66' Depth or Until
Load Bearing Strata
Reached
HELICAL PILE AND LATERAL
IJOHM CAP DETAIL
NOr To SCALE
RESISTANCE PLATE DETAIL NOT TO SCALE
Sheet 2
of 3
Skyline Solar
Solar Foundations
USA
By:
Review By:
Date
Revision
Drawn
Protect:
05111/2018
Original
ML
JD
stle, DE 19720 Pi,: (355) 738-7200 Fax: (866) 644-5665
Gregoire Residence
1142 Fiver Foad. Ne v C
459 Michael Sears Road
Belchertown, MA 01007
Specification Requirements:
The following material specification
requirements pertain to the
fabrication of the Solar Foundations
USA ground mount solar
support structure as indicated
on these drawings.
North Columns May Use Threaded
2-1/2' Above Urade Lead Extension
1. Solar Foundation aluminum
ralls shalt conform to ASTM E221.
Coupling, in Place of 'Weld, Coupling
set per design table.
2, Structural steel tubing shalt
be ASTM A500 Grade C.
60 to be located Above the Wind Brace
�/—Heights
3. Steel pipe for piles shall
onform to ASTM A500 Grade C.
4, Steel pile extensions shall
be ASTM A53 Grade B.
5. Fabricated steel plate for
column cap assemblies, bracing
clamps, etc. shall be ASTM
A36 or A1011.
6. Steel bolts for cap faste
ers shalt conform to SAE J429
Lateral Resistance Plate, Top of
"
Grade 5. Alt other bolts
shall conform to SAE J429 Grade 2
Plate installed to Just below grade
or better.
As Required per Design Table
North Columns May Use Threaded
7. Steel U-bolts shall conform
to ASTM 1018,
Coupling in Place of Weld, Coupling
8, USS flat steel washers shalt
conform to ASTM F844 and nuts
60 to be located Above the Wind Brace
for steel connections shalt
conform to ASTM A563 Grade A.
.._
9. All field welding shall conform
to AWS Dla/DlAM -Structural
Welding Code requirements.
q•
10. All steel shall be hot -dip
galvanized per ASTM A123 or A153
after at[ fabrication has
een completed.
Lateral Resistance Plate, Top of
Installation Requirements
Plate installed to just below grade
As Required per Design Table
3
1. The minimum average installation
torque required to obtain the
required indicated capaciti_s
and the minimum Installation depth
v
shown on the plans shall
e satisf led prior to termination of
the installation. The installation
torque shall be an average
of the Installation torques
Indicated during the last 1 foot
of installation,
2. The torsional strength rating
of the torque anchor shalt not
be exceeded during the installation.
If the torsional
—2-1/2' Sch 40 Lead Section
�2-1/2'
strength limit of the anchor
has been reached, but the
Sch 40 Lead Section
anchor has not reached the
target depth, perform the
following
`
2.1. If the torsional strength
limit is achieved prior to
reaching the target depth,
the installation may be
Continuous Flight Helix _
acceptable If reviewed
and approved by the engineer
�'x19' Helicoid Length Typical.
Single Flight Helix, 8' Typical.
and/or owner.
2.2. The installer may remove
the torque anchor and install a
Increase Size as needed to obtain
new one with smaller diameter
helical plate.
When used in high density soils,
Bearing Capacities
2.3. If using a continuous
flight pile, pre -drill the pile location
rocky soils or bedrock, pre -drill
with a 3-1/2' rock auger
or rock drill as needed,
y
thepile location. with n 3-1/2' ���"y ��° ,'
rock drill or rock auger as needed
3. If the target depth is achieved,
but the torsional
ti
requirement has not been
met the installer may do one of
the following.
3.1. Install the torque anchor
deeper to obtain the required
capacity
3.2. Remove the torque anchor
and install a new one with a
Helical Pile Detail ' NOr TO SCME
larger diameter helical
plate or one with multiple helical
plates,
3.3. Reduce the toad capacity
on the individual torque anchor
by providing additional
torque anchors at a reduced
spacing.
Sheet 3 of 3
Skyline Solar
SO1a1y11
s
111datiOnUSA,
By:
Review By:
Date
RevisionDrawn
Protect•
05(11(2018
Original
ML
7D
Greg0ire Residence
1142 River Road, New Castle,
DE 19720 Ph: (855) 738-7200 Pax: (866) 644 5665
459 Michael Seams Road
Belchertown MA 01007
i
AUTHORIZATION TO MARKte ftek
ntertek
Total Quality. Assured. Total Qu lity. Assured.
AUTH(
TION TO MARK
- ._-
This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) This authorizes the application of the Certification Mark(s) shown below to the mode s described in the Product(s)
€Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Gov red section when made in accordance with the conditions set forth in the Certi ication Agreement and Listing
Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing =' rt- This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing
If Report.
This document is the property of Intertek Testing Services and is not transferable. The certification`mark(s) may be This document is the property of Intertek Testing Services and is not transferable. Th- certification mark(s) may be
applied only at the location of the Party Authorized To Apply Mark. applied only at the location of the Party Authorized To Apply Mark.
Applicant: SolarEdge Technologies Ltd Manufacturer. Jabil Circuit (Guangzhou) LTD Apple ant: • SolarEdge Technologies Ltd Manufacturer: Celestica Romania
Address: 1 HaMada Street Address: DEV EAST DISTRICT, 128 JUN Address: 1 HaMada Street Address: 88 Sosea ja Borsului, Bors, Bihor county,
Herzeliya 4673335 CHENG RD, GUANGZHOU, Herzeliya 4673335 417075
GUANGDONG 510530
Country: Israel Country: China Coun�ry: is
Country: Romania
Contact: Mr. Oren Bachar or Contact: Elaine Ouyang Contact: Mr. Oren Bachar or Contact: Renata Bodan
Mr. Meir Adest Mr. Meir Adest
Phone: +972 9 957 6620 #293 or Phone: 020-2805-40251 Phon�: +972 9 957 6620 #293 or Phone: +40-359 03-661
+972 9 957 6620 #131 135-7023-5852 +972 9 957 6620 #131
FAX: 972 9 957 6591 FAX: NIA FAX: 972 9 957 6591 FAX: NIA
Email: oren.b@solaredge.com Email: Elaine.ouyang@jabil.com Email: oren.b@solaredge.com Email: rbodan@(:elesfica.com
meir.a@solaredge.com meir.a@solaredge.com
Party Authorized To Apply Mark: Same as Manufacturer w Party Authorized To Apply Mark: Same as Manufacturer
Report Issuing Office: Cortland NY 13045 Repo Issuing Office: Cortland NY 13045 i
Control Number: 4004590 Authorized by: �� N, # Control Number: 4004590 Authorized by:
UIIa-Pia Johansson=Nilsson Ulla-Pia Jo anssomNi sson
for Dean Davidson, Certification Manager for Dean Davidson Certification Manager
C US C US
Intertek _:Intertek
This document supersedes all previous Authorizations to Mark for the noted Report Number.
P p p This document supersedes all previous Authorizations to Mark for the noted Report Number.
This Authorization to Mark is for the exclusive use of intertek's Client and Is provided pursuant to the Certification agreement between Intertek and its CliertL intertek's responsibility and 5ab3ty are 7lo , 1p ltxk s far the exclusive use of IntarfekY Client and ided
Nnuted to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client In accordance with the agreement for any loss, expense ordamage occasioned prov" pursuant to the Can to then agreement accordance
between Intertek and i CSent any loss, expense
od andge coc are
by the use of this Authorization to Made. Only the CHentis authorized to permit copying or distribution of this Authorization to Mark and then onty 3n its entirety. the of lntertek's Certification n+artc6 5m t eg:-S ard ccfddorts cPiheagmament. I". assumes hst' Tty to anyparty, other than to the COenlm accordance with the agre tint for any loss, expense or damage occasioned
rest~cted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the bltertek namefor the sale or advertisement of the tested materal, product or service mtV byte orezof 'vis nd esa'm to Mark agreenly s ntant in thiaulths¢edtri permitocopying nyfurther use
of the
Antertok nacreator for
and ;or adveen yvnl entirety. Use of lntedak's product or service
is
ras.'CaC b Le �5ms !a of out in the agreement and in this Auttmr¢ation to Mark. Any Iunher use of the Intertek name for the sa _ or advertise lent of the tested material, product or service must
first be approved in writing by Intertek. Initial factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certifcation mark of accordance with the Irsx ac 7mec mrrbV!yf Intertek. Initial Factory Assessments and Follow up services are for the purpose of assuring appropriate usage of the.eniicatcri mark in aceordancewith the
agreement they are not for the purposes of production quality control and do not relieve the Client of their obligations -n this respect - -
_ fey errs not for tine purposes of production quality control and der not re!'eve the Client of their obligations in this respect.
Intertek Testing Services NA Inc. Intertek Testing Services NA Inc.
545 East Algonquin Road, Arlington Heights, IL 60005 545 Fast Algonquin Road, Arlington Heights, IL 60005
Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672
Standard(s):
Inverters, Converters, Controllers And Interconnection System Equipment For Use With Distributed
Energy Resources [UL`1741:2010 Ed.2(Supplement SA)+R:07Sep2016]
General Use Power Supplies (R2011) [CSA C22.2#107.1:2001 Ed.3].
UL SUBJECT`1699B Issued: 2013/01/14 Ed: 2 Outline of Investigation for Photovoltaic (PV) DC ARC -
Fault Circuit Protection
Product:
Grid support Utility Interactive Inverter - Non Isolated Photovoltaic Inverter with MPPT function and Rapid
shut down Function.
Brand Name: SolarEdge
Models:
SE3400H-US, SE3800N-US, SE5000H US, SE6000H-US and SE7600H-US.
ATM for Report 102144760CRT-001e Page 1 of 2
ATM Issued: 26-Jun-2017
ED 16.3.15 (20-Apr-17) Mandatory
Standard(s):
Inverters, Converters, Controllers And Interconnection System Equipmen
For Use With Distributed
Energy Resources [UL 1741:2010 Ed.2(Supplement SA)+R;07Sep2016]
General Use Power Supplies (R2011) [CSA C22.2#107.1:2001 Ed.3].
UL SUBJECT 1699B Issued: 2013/01/14 Ed: 2 Outline of Investigation for
Photovoltaic (PV) DC ARC -
Fault Circuit Protection
Product:
Grid support Utility Interactive Inverter - Non Isolated Photovoltaic Inverter
with MPPT function and Rapid
shut down Function.
Brand
Name: SolarEdge
Models: SE3000H-US, SE3800H-US, SE5000H-US, SE6000H-US and SE7600H-
S.
ATM fo Report 102144760CRT-001 e
(
Page 2 of 2
1
j
ATM Issued`.
ED 16.3.15 (20-Apr-17) Mandatary