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OFFICE USE ONLY:
DATE FILED:
REVISION FEE: L S • ISO V
PERMIT # ' O " L0 (0�
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATIO
LOCATION/SITETr I I
.
ADDRESS:
6507 DORIS DRIVE FORT PIERCE
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
REVISED PANEL PLACEMENT FROM SHED TO MAIN HOUSE
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CVC056656
BUSINESS NAME: LSCI INC
QUALIFIERS NAME: RAYMOND MEAD
ADDRESS: 4625 E BAY DR # 305
CITY: CLEARWATER STATE: FL
PHONE (DAYTIME): 561-651-9725
OWNER/BUILDER INFORMATION:
NAME: ARNOLD BONSALL
ADDRESS: 6507 DORIS DR
CITY: FT PIERCE
PHONE (DAYTIME: 772-429-2817
STATE: FL
ARCHITECT/ENGINEER INFORMATION:
NAME: RI. CASTILLO
ADDRESS: 2381 CRESDT RIDGE COURT
CITY: SANFORD
PHONE (DAYTIME): 407-474-9181
SLCCC: 9123109
Revised 06130117
ST. LUCIE CO CERT. #:
ZIP: 33764
FAX: 727-683-9854
PAx:
STATE: FL
FAX:
�` � y`Y LL' [ ` � •�
ZIP: 34951
ZIP: 32771
.PROJECT DESCRIPTION:
1SX290 HANWHA Q.PEAK BLK-G4.1 290 (290W) MODULES
'ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES
SYSTEM SIZE: 5.22 kW DC STC
ARRAY AREA #1: 323.64 SQ FT.
EQUIPMENT SUMMARY
18 HANWHA Q.PEAK BLK-G4.1 290 (290W) MODULES
01 SB 3.8-1SP-US-40 INVERTER
A-00
GOVERNING CODES:
FLORIDA ELECTRIC CODE, 5TH EDITION 2014 EDITION (FEC)
FLORIDA RESIDENTIAL CODE, 5TH EDITION 2014 (FRC)
FLORIDA PLUMBING CODE, 5TH EDITION 2014 (FPC)
FLORIDA BUILDING CODE, 5TH EDITION 2014 EDITION (FBC)
FLORIDA MECHANICAL CODE, 5TH EDITION 2014 (FMC)
ARTICLE 690, NEC 2011 CODE BOOK
NOTE TO INSTALLER:
FIELD ADJUSTMENTS CAN BE MADE TO THE LAYOUT OF THE ARRAY
66'-8" PA50 ROBLES BLVD,
(E) GATE (TYP.)
� f
A R)f
PLOT PLAN WITH ROOF PLAN
SCALE: 1/16" =1'-0"
LID
14"
71'-10"
(V
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N
T—
N
W E
s
(E) MAIN DISTRIBUTION
PANEL
ROOF #1
(18) HANWHA Q.PEAK BLK-G4.1 290
(290W) MODULES
PROJECT SITE
2 HOUSE PHOTO
A 00 SCALE: NTS`►.
REVISION
ei
PROJECT SITE
SHEETINDEX
A-00
PLOT PLAN & VICINITY MAP
A-01
SYMBOLS & SYSTEM DESCRIPTION
S-01
ROOF PLAN & MODULES
S-02
STRUCTURAL ATTACHMENT DETAILS
S-02.1
STRUCTURAL ATTACHMENT DETAILS
E-01
ELECTRICAL LINE DIAGRAM
E-02
WIRING CALCULATIONS
E-03
SYSTEM LABELING
P-01 PV WATTS
DS-01 DATA SHEET
DS-02 DATA SHEET
DS-03 DATA SHEET
ST. LUC;E COUjgTTY BUILDING D-1VISION
REVIEWED FOR COWIr
REVIEar}1gD Sy
DATJE
PLANS ,00 FERI U I ST BE Imo: i O, JOB
OR NO P SPECTION WILL BE Nt4DE.
Coquina Ave
ri
iJn) Citrus Park Blvd
Coquina Ave
r
r
' c
'Robles Blvd
a 6507 Doris Drive
Santa Clare Blvd
a
Citrus Park Blvd
RC ENGINEERING, LLC
COAs28345
2381 CREST RIDGE COURT
SANFORD, FL 32771
TEL 407-074.8161ERMOCRATES E.
CASTILLO -FL PE 52550
EViSIONS..
DE�RIPTION
.-_.DA'4
REV
AS PER INSTALLER
12/0W017
AA
PROJECT DEVELOPER
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PROJECT NAME
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SHEET NAME
PLOT PLAN &
VICINITY MAP
SHEET SIZE
ANSI B
1111 X 17"
3 VICINITY MAP SHEETNUMBER
A-00 SCALE: NTS A-00
Symbols:
Sheet where
Section.... X section is located
x-xx
Detail ID Letter
Elevation ........... X Sheet where
x-xx
section is located
Detail ID Letter
Detail x
"""""""" x-xx Sheet where
section is located
Detail ID Letter
Detail ............... x Area to be enlarged
(Enlarged Plan) x"
Sheet where
section is located
Keyed Notes .......... O Keyed note designation
on applicable sheet
Ground Terminal ..... 0
Grounding Point/rod.... 1w
Solar Panel ......... or 00 odule with Source
Circuit number
Combiner Box .......... CB
DC Disconnect .......... DCD
Main Distribution M D PI
Panel......................
Fuse ......................
Overcurrent Breaker.. —�
Inverter ....................
Transformer .............
F*
Automatic ............... : AT5
Transfer Switch '-----'
Abbreviations:
AC
Alternating Current
APPROX
Approximate
AWG
American Wire Gauge
CB
Combiner Box
DC
Direct Current
DCD
Direct Current Disconnect
DISC
Disconnect
(E)
Existing
EL
Elevation
EQ
Equal
JB
Junction Box
MCB
Main Combiner Box
MFR
Manufacturer
MIN
Minimum
MISC
Miscellaneous
(N)
New
OCPD
OverCurrent Protection Device
POCC
Point Of Common Coupling
PV
Photovoltaic
SF
Squarefoot/feet
STC
Standard Test Conditions
TBD
To Be Determined
TYP
Typical
VIF
Verify In Field
WP
Weather Proof
System Description
This system is a grid -tied, PV system, with PV generation consisting of
18 HANWHA Q.PEAK BLK-G4.1 290 (290M MODULES with a combined STC rated do
output power of 5,220W. The modules are connected into 01 SB 3.8-1SP-US-40
INVERTER. The inverter has electronic maximum power point tracking to maximize
energy captured by the PV modules. The inverter also has an internal ground fault
detection and interruption device that is set to disconnect the array in the event that a
ground fault that exceeds one ampere should occur. The inverter has DC and AC
disconnect integrated system and labels are provided as required by the National
Electric Code
PV Modules
Microinverters—► Junction
Box Point of O
Utility
Connection
Utility Meter
Figure 1: PV System Block Diagram
When the sun is shining, power from the PV array is fed into the inverter, where
it is converted from DC to AC. The inverter output is then used to contribute to the
power requirements of the occupancy. If PV power meets the requirements of the
loads of the occupancy, any remaining PV power is sold back to the utility. When
utility power is available, but PV power is not available, building loads are supplied by
the utility.
The inverter meets the requirements of IEEE 1547 and UL 1741. This means that
if it detects a loss of utility power, it will automatically disconnect from the utility.
When utility voltage is restored, the inverter automatically reconnects to the utility
grid after verifying utility voltage and frequency stability.
On a day with average Florida sunshine, this system outputs 18.16 kWh per day
on site.
RC ENGINEERING, LLC
COA#28345
2381 CREST RIDGE COURT
SANFORD, FL 32771
TEL 407-4748181ERMOCRATESE.
CASTILLO- FL PE 54500
REVISIONS
DESCRIPTION
DATE
REV
PROJECT D OPER
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SYMBOLS &
SYSTEM
DESCRIPTION
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
A-01
-MODULE TYPE. DIMENSIONS & WEIGHT
NUMBER OF MODULES =18 MODULES
MODULE TYPE = HANWHA Q.PEAK BLK-G4.1 290 (290W) MODULES
MODULE WEIGHT = 41.45 LBS / 18.8 KG.
MODULE DIMENSIONS = 65.7" x 39.4" =17.98 SF
UNIT WEIGHT OF ARRAY = 2.31 PSF
ARRAY & ROOF AREA
CALC'S (ROOF #1)
ARRAY AREA = 323.64 SQ. FT.
ROOF FACE AREA = 915.00 SQ. FT.
323.64 / 915.00 = 35.37% OF ROOF
FACE AREA COVERED BY ARRAY
DESCRIPTION (ROOF #1)
ROOF TYPE - ASPHALT SHINGLE ROOF
ROOF TILT - 22.6°
ROOF AZIMUTH - 91° /
TRUSSES SIZE - 2"X4" @ 24" O.C.
ROOF #1
(18) HANWHA Q.PEAK BLK-G4.1
290 (2904 MODULES
R/
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ARI
1 ROOF PLAN & MODULES
S-01 SCALE: 3/32" =1'-0"
1A/IA1n 7nA1G a irVO N
N GENERAL INSTALLATION PLAN NOTES:
w B 1) DRAWINGS SHOWN MAY NOT REFLECT FIELD CONDITIONS.
CONTRACTOR TO FIELD VERIFY CONDITIONS PRIOR TO
INSTALLATION.
s 2) CONTRACTOR MAY LOCATE PV MODULES TO DIFFERENT
LOCATION THAN SHOWN, BUT SHALL NOT PLACE PV MODULES
IN WIND ZONE 3. UNLESS NOTED OTHERWISE IN NOTE 3 BELOW.
3) ROOF ATTACHMENTS TO SYP TRUSSES SHALL BE INSTALLED
AS SHOWN IN SHEET S-02 AND AS FOLLOWS FOR EACH WIND
ZONE:
WIND ZONE 3 (TYP.)
(E) MAIN DISTRIBUTION PANEL
WIND ZONE 1: 4'-0" O.C.
(E) UTILITY METER
WIND ZONE 2: 4'-0" O.C.
(N) AC DISCONNECT
WIND ZONE 3: 2'-0" O.0
(IF REQUIRED)
SEE SHEET S-02.1 FOR SUPPORTING CALCULATIONS.
(N) PV METER (IF REQUIRED)
4) EXISTING RESIDENTIAL BUILDING IS ASSUMED TO BE
(N) SB 3.8-1SP-US-40 INVERTER
ASPHALT SHINGLE ROOF WITH MEAN ROOF HEIGHT LESS THAN
3/4" PVC CONDUIT RUN
30 FT AND SYP 2X4 WOOD ROOF TRUSSES SPACED 24" O.C.
(N) JUNCTION BOX
EXISTING ROOF SLOPE FOR SOLAR SYSTEM RETROFIT IS
ASSUMED TO BE BETWEEN 7 TO 27 DEGREES. CONTRACTOR TO
FIELD VERIFY AND SHALL REPORT TO THE ENGINEER IF ANY
DISCREPANCIES EXIST BETWEEN PLANS AND IN FIELD 1�0
CONDITIONS. „ .
NOTE TO INSTALLER:
= ti
ROOF #1
FIELD ADJUSTMENTS CAN BE MADE TO
THE LAYOUT OF THE
TILT - 22.6° /
(D I
AZIM.-91°
�
31+9.4"1
(32) PV ROOF ATTACHMENT
U
@ 48" O.C. MAX
(N) UNIRAC RAIL (TYP.)
WIND ZONE 1 (TYP.)
L1
HANWHA Q.PEAK
WIND ZONE 3 (TYP.)
v
BLK-G4.1 290
(290" MODULES
WIND ZONE 2 (TYP.)
WIND ZONE 3 (TYP.)
LEGEND
JB
-JUNCTION BOX
INV
-INVERTER
oc
- INTEGRATED DC DISCONNECT
sLD
- SOLAR LOAD CENTER
PM
-PRODUCTION METER
MDP
- MAIN DISTRIBUTION PANEL
O -VENT, ATTIC FAN (ROOF OBSTRUCTION)
O - PV ROOF ATTACHMENT
-RAFTERS
---- - CONDUIT
CB - COMBINER BOX
RC ENGINEERING, LLC
COA@28m
2381 CREST RIDGE COURT
SANFORD,FL32771
TEL• 407474-9181ERMOCRATES E.
CASTILLO • FL PE M90
REVISIONS
DESCRIPTION
DATE
REV
AS PER INSTALLER
121082017
AA
PROJECT DEVELOPER
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SHEET NAME
ROOF PLAN &
MODULES
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
S-01
GENERAL INSTALLATION NOTES FOR FLORIDA BUILDING CODE COMPLIANCE
1. APPLICABLE CODE: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.
2. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2014 FLORIDA BUILDING CODE (STH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A
SOUTHER YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIENTIAL ROOFS, CONSIDERING FROM A 7° TO A MAXIMUM 27° (2/12 TO A MAXIMUM 6/12
PITCH) ROOF IN SCHEDULE. CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF HEIGHT DOES NOT EXCEED 30'-0".
4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT DRILL AND FILL ALL HOLES.
5. ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS, PADS, ETC OR SIMILAR.
6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS OTHERWISE NOTED.
7. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED.
8. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2014 FLORIDA BUILDING CODE (5TH EDITION) OR LOCAL GOVERNING CODE.
WOOD ---�
SHEATHING
TYP.
e" -16 HEX CAP ST
STL BOLT AND ST
STLSERRATED
FLANGE NUT TYP.
ELI
ALUMINUM L-FOOT V
5116" ST STL LAG
SCREW TYP. REFER
TO SHEET S-03 FOR
THREADED
EMBEDMENT DEPTH
REQUIRED IN WOOD
TRUSS.
END -CLAMP W/J" - 20 HEX CAP ST STL
BOLT AND ST STL SERRATED
FLANGE -NUT TYP. END -CLAMP SIZE
VARIES.
3RD RAIL LOCATION TYP. (IF
REQUIRED - SEE STRUCTURAL
PLAN ON SHEET S-01 �'
ASPHALT SHINGLE
i' ROOFING TYP.
is
i
UNIRAC RAIL
(TYP.)
WOOD ROOF
TRUSS TYP.
CENTER -CLAMP WITH t" - 20 HEX CAP
ST STL BOLT AND (1) ST STL
SERRATED FLANGE NUT TYP.
TYPICAL MODULE ARRAY ISOMETRIC
SCALE: N.T.S
SPACING OF FLANGE CONNECTION SHALL BE FASTENED
TO STRUCTURAL WOOD ROOF SUPPORT TYP. 2 PLCS.
PER SIDE OF MODULE AND BE CONNECTED <25%OF
MODULE LENGTH.
USE ANTI -SEIZE AND TIGHTEN TO
TORQUE PER MANUF. INSTRUCTIONS
60 CELL PHOTOVOLTAIC
MODULE TYP.
ALUMINUM ASPHALT
L-FOOT TYP SHINGLE
EVERY ROOF ROOFING TYP.
PENETRATION
t@-16HEXCAPST
STL BOLT AND ST
STLSERRATED
FLANGE NUT TYP.
UNIRAC RAIL
'
CENTER -CLAMP WITH
20 HEX CAP ST STL BOLT
/ /
WOO
SHEATHING
WOOD ROOF
TRUSS TYP.
AND (1) ST STL SERRATED
FLANGE NUT TYP.
5116" ST STL LAG SCREW.
SEE SCH FOR EMBED.
DEPTH REQ. TYP. EACH
'
L-FOOT
TYPICAL PV SOLAR RAIL MID CONNECTION
DETAIL
_e
END -CLAMP
G1y{TyP.
MODULE 20 HEX C
c 25% 6" TMP T STL BOLL,`
AND ST STL
60 CELL PHOTOVOLTAIC SERRATED'• U)
MODULE TYP. FLANGE -NU 46 Q l
ALUMINUM L-FOOT TY END -CLAMP V
TYP EVERY ROOF1.
PENETRATION SIZE VARIES.♦
-
EX CAP ST STL BOLT
STL BOLT AND ST
STLSERRATED ,�10,
FLANGE -NUT TYP . -_
UNIRAC RAIL
(TYP-)
)
ASPHALT SHINGLE
ROOFINGTYP.
-
WOOD 5116" ST STL LAG
SHEATHING SCREW. SEE SCH
FOR EMBED DEPTH
'
WOOD ROOF REQ. TYP EACH
TRUSS TYP. L-FOOT
-
TYPICAL PV SOLAR RAIL END CONNECTION
DETAIL
TYP.
HANWHA Q.PEAK
BLK-G4.1 280 (290W)
S.Y.P. 2)(4 LOCATE BETWEEN
MODULE TYP.
TRUSSES AND NAIL WITH
2-16D NAIL PATTERN AT EACH
END TO WOOD TRUSS
ia• DIA TEEL --
ALL-THSRo _ --
ROD WI NUT- - -
WASHERS-LOCTITE
ALL NUTS TYP.
_
ALL CONNECTIONS - -
2X PT S.Y.P. WOOD OR V-1—
UNISTRUT COW. ALONG
COLLECTOR
TYP SPANNER CONNECTION DETAILS (IF
REQUIRED)
RC ENGINEERING, LLC
COAi2834S
2381 CREST RIDGE COURT
SANFORD, FL 32771
TEL• 407474.8181ER6=RATES E
CASTILLO-FL PE 52590
REVISIONS
DESCRIPTION
DATE
REV
AS PER INSTALLER
12108=17
Qq
PROJECT DEVELOPER
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SHEET NAME
STRUCTURAL
ATTACHMENT
DETAILS
SHEET SIZE
ANSI B
ll"X 17"
SHEET NUMBER
S-02
M.
Wind Speed Ult (mph)
160
Risk Category
!I
Wind Speed ASD (mph)
130
Exposure Category
Mean Roof Height (ft)
20
Roof Slope (degrees)
Q
Module Area (sq ft)
20
Kzt
1
Height Adjustment Factor, X
1
Roof Zone
Pnet (30)
1
16
-27
2
16
-44.6
3
1 16
-67
P_net=[AK➢_zt P_(net(30))
Roof Zone
Pnet
1
16
-27
2
16
3
16
-6�7
Roof Slope Calculator
Rise _Run_ _ Slope ('
MM 22.6
Maximum Uplift per
*fastener Wind Zone 1
297.0
Per American Wood
Council - NDS Max
Withdraw Load for 5/16"
476
LAG with 2.5"
Embedment
* Roof attachements at 4' O/C w 2 rails
Maximum Uplift per
*fastener Wind Zone 2
245.3
Per American Wood
Council - NDS Max
Withdraw Load for 5/16"
476
LAG with 2.5"
Embedment
*Roof attache ments at N O/C w 2 rails
Maximum Uplift per
*fastener Wind Zone 3
368.5
Per American Wood
Council - NDS Max
Withdraw Load for 5/16"
476
LAG with 2.5"
130
150
115
Notes 159
1: - values are ultimate, desigq_ 3-second .gnsE
wind speeds in miles -per -.hour (m/s)at 33
ft (10q). above ground for Ezposure'C cat
eg 'ry:
2,-:.- Linear- interpolation between ,contours"
is peruitted•." - -
'Islands and,coastal'.areas outside the
last contoarv.shall, use the�last wind: speed
ou contr of .the coastal.area.
4. ,Mountainous -terrain, gorges; ocean
pro* onto i•ies, and special wind ;regions
shall -tie ezaoined for. unusual, wind condi
tions.:
5. Wind. speeds coi•respond.to:approxisately
a-7% p'�obatiility of'exceedance'io 50 years
(Annual Exceedance Probability' .O'.00143,
MRI = 700 years).:
170
R%7
Embedment FIGURE 1609A ULTIMATE DESIGN VIAND SPEEDS, VOLT, FOR RISK CATEGORY 11 BUILDINGS AND
*Roof attachements at 2' O/C w 2 rails OTHER STRUCTURES
RC ENGINEERING, LLC
COA 028345
2381 CREST RIDGE COURT
SANFORD, FL 32771
TEL: 407474-9181ERMOCRATES E.
CASTILLO • FL PE 52580
REVISIONS
DESCRIPTION
DATE
REV
AS PER INSTALLER
12/082017
AA
PROJECT DEVELOPER
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SHEET NAME
STRUCTURAL
ATTACHMENT
DETAILS
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
S-02.1
(2) #10 AWG USE-2/PV WIRE + Red
(2) #10 AWG USE-21PV WIRE - Black
EGC #8 BARE CU IN FREE AIR
(N) JUNCTION BOX
600 V, NEMA 3
UL LISTED
I
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L- — — — — — — — — —
(2) #10 AWG THWN-2 + Red
(2) #10 AWG THWN-2 - Black
EGC #8 THWN-2
IN 3/4" PVC CONDUIT RUN
USE METAL RACEWAYS
FOR ANY DC CIRCUITS
ENTERING BUILDING
PRIOR TO INVERTER DC
DISCONNECTING MEANS
PER 690.31
1 ELECTRICAL LINE DIAGRAM
E-01 SCALE: NTS
(N) INVERTER: #1
SB 3.8-1SP-US40
OUTPUT: 240 VAC, 16A
96.5% CEC WEIGHTED EFFICIENCY
NEMA 3R, UL LISTED, INTERNAL GFDI
WITH INTEGRATED DC DISCONNECT
I I
I
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1 I
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SOLAR ARRAY 5.22 KW -DC STC
(18) HANWHA Q.PEAK BLK-G4.1 290 (290W) MODULES TOTAL
(01) STRING OF 09 MODULES CONNECTED TO MPPT#1
(01) STRING OF 09 MODULES CONNECTED TO MPPT #2
PV MODULE
GROUNDING SYSTEM
(N) PV METER
(SMUD/GRIDLEY ONLY)
(IF REQUIRED)
LINE SIDE TAP USING POLARIS TAPS
OR INSULATION PIERCING
(N) AC DISCONNECT:
240V, 60AMP FUSED
NEMA 3R, UL LISTED
WITH 2OAl2P BREAKER
(3) #10 AWG THWN-2
(1) #8 AWG THWN-2 GND
IN 3/4" PVC CONDUIT RUN
TO UTILITY GRID
L1 L2 N♦♦
�O
BI-DIRECTIONAL = ;'
o UTILITY METER 1-PHASE, 240V CJ):
�Q.
L1 L2 NTTT
C�
L1 L2 N (E) MAIN DISTRIBUTION
i
PANEL, 100A RATED, 240V.T'
(E) MAIN LUG ONLY
BREAKER 240V, 10OAl2P
20Al2P
I N
(2) #6 AWG THWN-2 I G
(1) #8 AWG THWN-2 GND — — EXISTING GROUNDING
IN 1" PVC CONDUIT RUN L — — — — — — — ELECTRODE SYSTEM
PROVIDE GROUNDING ELECTRODE
CONDUCTOR FROM THE INVERTER
TO AN EXISTING SERVICE
GROUNDING ELECTRODE PER
690.47(B)
1
RC ENGINEERING, LLC
COA 028345
2381 CREST RIDGE COURT
SANFORD, FL32771
TEL• 407474-9181ERMOCRATES E
CASTILLO• FL PE 52590
REVISIONS
DESCRIPTION
DATE
REV
AS PER INSTALLER
121082017
A
PROJECT DEVELOPER
00
Signature S s
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PROJECT NAME
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SHEET NAME
ELECTRICAL
LINE DIAGRAM
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
E-01
DC CONDUCTOR AMPACITY CALCULATIONS:
ARRAY TO JUNCTION BOX (INV #1):
EXPECTED WIRE TEMP (In Celsius)
33°
TEMP. CORRECTION PER TABLE (310.16)
0.96
NO. OF CURRENT CARRYING CONDUCTORS
4
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)
0.80
CIRCUIT CONDUCTOR SIZE
10 AWG
CIRCUIT CONDUCTOR AMPACITY
I 40A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B)
1.25 X 1.25 X Isc
15.05A
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16
TEMP. CORRECTION PER TABLE (310.16) X
30.72A
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X
CIRCUIT CONDUCTOR AMPACITY
Result should be greater than (15.05A) otherwise less the entry for circuit conductor size
and ampacity
DC CONDUCTOR AMPACITY CALCULATIONS:
FROM JUNCTION BOX TO INVERTER (INV #1);
AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT
PER NEC 310.15(B)(2)(c)
+�,
EXPECTED WIRE TEMP (In Celsius)
33'+2Z = 5T
TEMP. CORRECTION PER TABLE (310.16)
0.76
NO. OF CURRENT CARRYING CONDUCTORS
4
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) _
0.80
CIRCUIT CONDUCTOR SIZE
10 AWG
CIRCUIT CONDUCTOR AMPACITY
40A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B)
1.25 X 1.25 X Isc
15.05A
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16
TEMP. CORRECTION PER TABLE (310.16) X
24.32A
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X
CIRCUIT CONDUCTOR AMPACITY
Result should be greater than (15.05A) otherwise less the entry for circuit conductor size
and ampacity
ELECTRICAL NOTES
1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED
FOR ITS APPLICATION.
2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90
DEGREE C WET ENVIRONMENT.
3.) 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.
4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING
ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26.
5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.
CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS,
SUPPORTS, FITTINGS AND ACESSORIES TO FULFILL APPLICABLE
CODES AND STANDARDS.
6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE
NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY.
7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND
READILY VISIBLE.
8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE
FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION.
9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER
G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY -IN LUG.
AC CONDUCTOR AMPACITY CALCULATIONS:
No. OF INVERTER
1
EXPECTED WIRE TEMP (In Celsius)
33'
TEMP. CORRECTION PER TABLE (310.16)
0.96
NO. OF CURRENT CARRYING CONDUCTORS
3
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)
1
#1 CIRCUIT CONDUCTOR SIZE
10 AWG
CIRCUIT CONDUCTOR AMPACITY
40A
INVERTER OUTPUT CONDUCTORS (INV #1)
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B)
1.25 X MAX INVERTER OUTPUT CURRENT
20.00A
DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16
TEMP. CORRECTION PER TABLE (310.16) X
38.40A
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X
CIRCUIT CONDUCTOR AMPACITY
Result should be greater than (20.00A) otherwise less the entry for circuit conductor size
and ampacity
DC PHOTOVOLTAIC POWER SOURCE TO BE INSTALLED
AT INVERTER #1 PER NEC 690.53 & 690.54
OPERATING CURRENT
11.34A
OPERATING VOLTAGE
287.64V
SHORT CIRCUIT CURRENT
9.63A
MAXIMUM SYSTEM VOLTAGE
398.56V
SOLAR MODULE SPECIFICATIONS
MANUFACTURER
HANWHA
MODEL #
Q.PEAK BLK-G4.1 290
PMAX
29OW
VMP
31.96V
IMP
9.07A
VOC
39.19V
ISC
9.63A
MODULE DIMENSION
65.7"L x 39.4"W x 1.26"D (In Inch)
INVERTER #1 SPECIFICATIONS
MANUFACTURER
SUNNY BOY INVERTER
MODEL #
SB 3.8-1SP-US-40
NOMINAL AC POWER
3.8 KW
NOMINAL OUTPUT VOLTAGE
240V
NOMINAL OUTPUT CURRENT
16A
PERCENT OF
VALUES
NUMBER OF CURRENT
CARRYING CONDUCTORS IN
EMT
0.80
4-6
0.70
7-9
0.60
10-20
RC ENGINEERING, LLC
COA 028345
2381 CREST RIDGE COURT
SANFORD, FL 32771
TEL• 407-07d9181ERN10CRATES E.
CAS11LLO - FL PE 52590
REVISIONS
DESCRIPTION
DATE
REV
PROJECT DEVELOPER
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WIRING
CALCULATIONS
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
E-02
ELECTRIC SHOCK HAZARD
IF A GROUND FAULT IS INDICATED
NORMALLY GROUNDED CONDUCTORS
MAY BE UNGROUNDED AND ENERGIZED
LABEL LOCATION:
DC DISCONNECT, INVERTER
(PER CODE: NEC 690.35(F))
(To be used when inverter is ungrounded]
ELECTRIC SHOCK HAZARD
THE DC CONDUCTORS OF THIS
PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
AND MAY BE ENERGIZED
LABEL LOCATION:
DC DISCONNECT, INVERTER
(PER CODE: NEC 690.35(F))
]To be used when inverter is ungrounded]
ELECTRIC SHOCK HAZARD
DO NOT TOUCH TERMINALS
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:
AC DISCONNECT, POINT OF INTERCONNECTION
(PER CODE: NEC 690.17(E))
ELECTRIC SHOCK HAZARD
DO NOT TOUCH TERMINALS
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
LABEL LOCATION:
AC DISCONNECT, POINT OF INTERCONNECTION
PER CODE: NEC 690.17(E), CB
LABEL LOCATION:
INVERTER, JUNCTION BOXES (ROOF), AC DISCONNECT
(PER CODE: NEC690.13.G.3 & NEC 690.13.G.4)
LABEL LOCATION:
CONDUIT, COMBINER BOX
(PER CODE: NEC690.31(G)(3)(4) & NEC 690.13(G)(4)
ADHESIVE FASTENED SIGNS:
• THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT
WHERE IT IS INSTALLED.
• WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD
APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD
COMPLY WITH ANSI Z535A [NEC 110.21(B) FIELD MARKING].
• ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF
PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER
RESISTANT [IFC 605.11.1.31
LABEL LOCATION:
AC DISCONNECT, POINT OF INTERCONNECTION
(PER CODE: NEC690.54)
LABEL LOCATION:
POINT OF INTERCONNECTION
(PER CODE: NEC 705.12(D)(7))
,Not required if panelboard is rated not less than sum of ampere ratings
of all overcurrent devices supplying it]
LABEL LOCATION:
EXPOSED RACEWAYS, CABLE TRAYS, AND OTHER WIRING METHODS. COVERS OR ENCLOSURES
OF PULL BOXES AND JUNCTION BOXES. CONDUIT BODIES IN WHICH ANY OF THE AVAILABLE
CONDUIT OPENINGS ARE UNUSED. (PER CODE: NEC 690.31)
LABEL LOCATION:
DISCONNECT, POINT OF INTERCONNECTION
(PER CODE: NEC690.13(B))
LABEL LOCATION:
POINT OF INTERCONNECTION
(PER CODE: CEC 705.12(D)(4))
LABEL LOCATION:
POINT OF INTERCONNECTION
(PER CODE: CEC690.15, 690.13(B))
311
NOTICE
THIS BUILDING CONTAINS
DUAL POWER SOURCES.
THE SECOND SOURCE IS A i1)
PHOTOVOLTAIC SYSTEM.
DISCONNECTS FOR THIS
SYSTEM ARE LOCATED IN
MAIN DISTRIBUTION PANEL
LABEL TO BE PLACED AT METER
CAUTION:
POWER TO THIS BUILDING IS ALSO SUPPLIED
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED AS SHOWN
Al.® METER AND MAIN
DISTRIBUTION PANEL
AC DISCONNECT
PV METER
INVERTER
p<
MARKING CONTENT AND FORMAT
• RED BACKGROUND
• WHITE LETTERING
• MINIMUM 3/8" LETTER HEIGHT
• ALL CAPITAL LETTERS
• ARIAL OR SIMILAR FONT, NON -BOLD
• REFLECTIVE WEATHER RESISTANT
MATERIAL SUITABLE FOR THE
ENVIRONMENT (DURABLE ADHESIVE
MATERIALS MUST MEET THIS
REQUIREMENT)
RC ENGINEERING, LLC
COA#28345
2381 CREST RIDGE COURT
SANFORD, FL32771
TEL 47-474.9191ERMOCRATES E
CASTILL O - FL PE 52590
REVISIONS
DESCRIPTION
DATE
REV
PROJECT DEVELOPER
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SHEET NUMBER
E-03
08/12/2017 PV Watts Calculator
asNREL
RESULTS 6,630 kWhjYear*
Caution: Photnvdtalc syia— DoPompnce
pnM�Usorn owaw by Pvwatte^ nwea
rAa^y Iwereat —Pidls an d
system output may range tram 6.264 to 6,948kM r year near this location. '
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Solar Radiation
AC Energy
Energy Value
PJWattSL" Inputs- Fa erompk, PV mod°f.
w;Ih Lauer Pedorrrenre4 me roc
dJfinent¢[ed within PJlvaps� hom c
( kWh l m2l day)
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O-Paoies Prueda nnre wisp td PV
January
3.33
417
-- '
43
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February
3.89
444
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March
4.77
589
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April
5.45
645
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irdmmatan, please refer to this NREL repaF ,
May
5.72
702
73
The Enm Report.
June
5.45
636
66 !
OWN— IT. Pwiele Mndel ('htpdec')
July
5.66
680
71
is pro,n by the NaUmal R—Are
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opmarcd by ttw_ mce for Suszu:ade
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5.37
647
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Enengy, CAltianre') for the U.S.
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September
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4.88
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4.60
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$ 688
new venlons d the MadeL
'
You AGREE TO INDEMNIFY
OOMJ REI/ALLIANC, AND ITS AFFILIATES,
— —^
OFFICERS • AGENTS, AND E"IPLDYEES
AGAINST MN CLAIM OR DEFWID,
Location andStationIdentification
,
INCLUDING REASOPWDLE ATTORNEYS'.
—
PEES, RELATED TO USE, RELIANCE,
THE
OR ADOPTION OF THE MODEL FOR ANY
Q Re uested Location
6507 DORIS DR, FORT PIERCE, FL 34951
PURPOSE WHATSOEVER. THE MODEL IS
PROVIDED BY IDDE NRE/ALLIANCE AS 17
Weather Data Source
(TMY2) WEST PALM BEACH, FL 63 mi
AND ANY IXRt6S OR IMPLIED
,
V/ARRMmES, INCLUDING BUT NOT
LIMITED TO THE IMPLIED WARRA"ES OF
Latitude
26.68° N
MERCTANTABILITY AND FITNESS FOR A
PARTICDIAR PURPOSE ARE EXPRESSLY
DISCLAIMED. IN NO EVEtdT SHALL
Longitude
g
60.1° W
DOE/NRWAUAANCE DE LIABLE FOR ANY.—
INDIRECT OR CONSEQUENTIAL
PV System Specifications Residential
(Residential)
DAMM,t,
DAMAGES DR ANY DAMAGES WluTsoEVER,
Y P
INCLUDING BUT NOT LIMITED TO CLAIMS
ASSOCIATED WIT n IKE LOSS OF DATA OR
DC System Size
PROFITS, WHICH MAY RESULT FROM ANY
Y
5.22 kW '
ACTION In CONTRAL7. NEGLIGENCE OR
OTHER TORTIOUS CLAIM THAT ARISES OUT
OF OR IN CONNECTION WITH THE USE OR
" Module Type
Standard
PERFORMANCE OF THE MODEL
'
Array Type
Fixed (roof mount)
The —9y output fmg9 is based on
an°Iysis of 30 Ynas of l:stodml —it-
Wt. for w1by . and is FmHUNd to P—ide
'
t Array Tilt
22.6°
m iidxdtim of me possm int&anmtal
YanaWny In 9—atim far a F&ed (open
Array Azimuth
y
91° '
,Trek) PV system at this I—m .
System Losses
14%
Inverter Efficiency
96%
DC to AC Size Ratio
1.1
Economics------------------------
Average Cost of Electricity Purchased
-
from Utility
0.10 $lkWh
Performance Metrics
Capacity Factor
14.5% ---_ - _ _-----'-_^—_- _---
http://pvwatts.nrel.gov/pvwatts. php
1/1
4
RC ENGINEERING, LLC
COA#28345
2381 CREST RIDGE COURT
SANFORD, FL 32771
TEL• 407-474.9181ERNICCRATES E
CASTILLO - FL PE M90
REVISIONS
DESCRIPTION
DATE
REV
PROJECT DEVELOPER
19.
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PV WATTS
SHEET SIZE
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11"X 17"
SHEET NUMBER
P-01
powered by
e
With its top performance and completely black design the new
Q.PEAK BLK-134.1 is the ideal solution for all residential rooftop applications
thanks to its innovative cell technology Q.MTUM. The world -record cell
design was developed to achieve the best performance under real condi-
tions - even with low radiation intensity and on clear, hot summer days.
®LOW ELECTRICITY GENERATION COSTS
'` Higher yield per surface area and lower BOS costs thanks to
higher power classes and an efficiency rate of up to 18.3%.
,j INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent low -light
and temperature behavior.
ENDURING HIGH PERFORMANCE
nLong-term yield security with Anti-PID Technology',
Hot -Spot -Protect and Traceable Quality Tra.QTm.
EXTREME WEATHER RATING
High-tech aluminum alloy frame, certified for high snow
(540OPa) and wind loads (4000Pa) regarding IEC.
MAXIMUM COST REDUCTIONS
Up to 10% lower logistics costs due to higher module
capacity per box.
A RELIABLE INVESTMENT
Inclusive 12-year product warranty and 25-year
linear performance guarantee2.
THE IDEAL SOLUTION FOR:
Rooftop arrayson
residential buildings
Engineered in Germany
'EUPO RESEARCH
raadlnEs
r
Quuu •sated
0.40032587
Phn tnn
awls
seat nodd&2014
sda moeole 2a14
4➢t�9�s
APT test conditions: Cells at -1500V
against grounded, with conductive me-
tal foil covered module surface, 25•C,
168h
' See data sheet on rear for further
information.
OCELLS
SPECIFICATIONMECHANICAL
Format
65.7 in x 39.4in x 1.26in (including frame)
•e
(1670mm x 1000mm x 32mm)
Weight
41.45lbs(18.8kg)
s••�eq,m.aaw.�
From Cover
0.13 in (32mm) thermally pre -stressed glass with anti -reflection technology
Back Cover
Composite film
frame
Black anodized aluminum
+ I Q,,, +
®••I
Cell
6 x 10 monocrystalline Q.ANTUM solar cells
Junctionbox
2.60-3.031n x4.37.3.54in x 0.59-0.75in (66.77mm x 111-90mm x
15-19mm), Protection class IP67, with bypass diodes
+ •,a.,,-�.„ '•'��a`
Cable
4mm2 Solar cable;(+)a39.37in(1000mm), W a39.37in(1000mm)
Connector
Multi -Contact MC4 or MC4 intennateable, IP68
POWER CLASS
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5 W
Power at MPP' P_ IW]
Short Cftcuft Current` I,c (A]
Open Circuit Voltage- V. M
� Currant at MPP• I- fAl
Voltage at MPP• _ V_ IV]
Efficiency' 0 (%]
MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NBC'
290 1 295 300
290
295
300
9.63
9.70
9.77
39.19
39.48
39.76
9.07
9.17
9.26
31.96
32.19
32.41
2t17.4
t 17.7
z 18.0
PawetatMPP'
P.,
1W)
214.4
E Shalt Circuit Current*
Open Circuit voltage.
V,c
M
36.65
Current at MPP•
I-
[A)
7.1E
Voltage at MPP•
V_
IV]
30.1E
11000W/m2, 25-C, spectrum AM 1.5G
'Measurement loleranas STC -3%;
NOC 15%
1800W/m7, NOCT, spectrum AM 1.5G
Q CELLS PERFORMANCE WARRANTY
At least 98%of nominal power during first year.
Thereafter max. 0.6% degradation per year.
---------------- At least92.6% of nominal paver up to 10 years.
z 4 At least 83.6% of nominal power up to 25 years.
---------------
€a r+t ff� All data within measurement tolerances.
a Full warranties in accordance with the warranty
terms of the Q CELLS sales ownisation of your
F respective country.
.r
218.1 221.8
7.82 7.88
36.92 37.19
7.20 7.27
30.30 30.49
`typical values, actual values may differ
PERFORMANCE AT LOW IRRADIANCE
__�-----r---- r-----------
I I ;
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m I I I
I i r I
I I I
W I I I I I
I I I I
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IRRADIANCE nvrm•I
Typical module performance under tow irradiance conditions in
comparison to STC conditions (256C, 1000W/m7).
TEMPERATURE COEFFICIENTS
Temperature Coefficient of I. a
[%/K] +0.04
Temperature Coefficient of Vic (i
[%/K] -0.28
Temperature Coefficient of P_ V
[%/K] -0.39
Normal Operating Cell Temperature NOCT
["F] 113 f 5.4 (45 m3'C)
• • FORSYSTEM
PROPERTIESDESIGN
Maximum System Voltage V_ IV]
1000 (IEC) ! 1000 (UL)
Safely Class
II
Maximum $atlas Fuse Rating [A OC1
20
Fire Rating
C (IEC) / TYPE 1 (UL)
Design load, push (ULY I St tq
75 (3600 Pa)
Permitted module temperature
-40•F up to +185'F
on continuous duty
(-40'C up to +85'C)
Design load, pull (ULY [Ibs/fPl
55.6 (2666Pa)
'see installation manual
UL 1703; VDE QualityTested; CE-mmpliant;
Number of Modules per Pallet
32
IEC 61215 (Ed.2); IEC 61730 (Ed.l) application class A
Namher M Pallas per 53' Container
30
♦ ♦ SP®
Number of Pallets per 40' Container
26
DVE (♦ C Cvu Lis
Pallet Dimensions (L x W x N
68.7 in x 45.3 in x 46.1 in
z>.,<•
(1745mm x 1150mm x 1170mm)
Pallet Weight
1435lbs (651 kg)
NOTE: Installation instructions must be followed. See the installation and operating manual or
contact our technical service department for further
information on approved installation and use
of this product
Hanwha Q CELLS America Inc.
3DO Spectrum Center Drive, Suite 1250, Irvine, CA 92618,
USA I TEL+1 949 748 59 961 EMAIL Inquiryous.q-cells.com I WEB vnvw.gtells.us
e�s
RC ENGINEERING, LLC
COA tf 28345
2381 CREST RIDGE COURT
SANFORD, FL 32771
TEL: 407474-9181ERMOCRATFS E.
CASTILLO- FL PE 52590
REVISIONS
DESCRIPTION
DATE
REV
PROJECT DEVELOPER
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DATA SHEET
SHEET SIZE
ANSI B
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SHEET NUMBER
DS-01
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Value -Added Improvements
• Superior integration with SMA's
MLPE Power+ Solution
• World's first Secure Power Supply`
now offers up to 2,000 W
• Full grid management capabilities
ensure a utility -compliant solution
for any market
Reduced Labor
• New Installation Assistant with
direct access via smartphone
minimizes time in the field
• Integrated disconnect simplifies
equipment stocking and speeds
installation
Unmatched Flexibility
• SMA's proprietary OptiTracr`4
Global Peak technology mitigates
shade with ease
• Multiple independent MPPTs
accommodate hundreds of
stringing possibilities
SMA
Trouble -Free Servicing
• Two-part enclosure concept
allows for simple, expedited
servicing
• Enhanced AFCI technology reduces
false tripping while improving
sensitivity in real arc
SUNNY BOY
3.0-US / 3.8-US / 5.0-US / 6.0-US / 7.0-US / 7.7-US
Reduce costs across your entire residential business model
The residential PV market is changing rapidly. Your bottom line matters more than ever -so we've designed a superior
residential solution to help you decrease costs at every stage of your business operations. The Sunny Boy 3.0-US/3.8-
US/5.0-US/6.0-US/7.0-US/7.7-US join the SMA lineup of field -proven solar technology backed by the world's #1
service team, along with a wealth of improvements. Simple design, improved stocking and ordering, value -driven sales
support and streamlined installation are just some of the ways that SMA helps your business operate more efficiently.
And, Sunny Boy's superior integration with the innovative Power+ Solution means installers have even more flexibility in
addressing their toughest challenges. www.SMA-America.com
Technical data
Sunny Boy 3.0-US
208 v
240 V
Input (DC)
Max. usable DC power
3100 W
31 DO W
Max. DC voltage
Rated MPP voltage range
155 -480
V
MPPT operating voltage range
Min: DC voltage / start voltage
Max. operating input current per MPPT
Max. short circuit current per MPPT -
Number of MPPT tracker / string per MPPT tracker
Output (AC)
AC nominal power
3000 W
3000 W
Max. AC apparent power
3000 VA
3000 VA
Nominal voltage / adjustable
208 V / •
240 V / •
AC voltage range
183 - 229 V
211 - 264V
AC grid frequency
Max. output current
14.5 A
12.5 A
Power factor (cos rp)
Output phases / line connections
Harmonic
Efficiency
Max. efficiency
97.2 %
97.6 %
CEC efficiency
96 %
96.5 %
Protection devices
Sunny Boy 5.0-US
208 V
240 V
5150 W
5150 W
220 - 480 V
3/1
5000 W
5000 W
5000 VA
5000 VA
208V/•
24OV/•
183 - 229 V
211 - 264 V
24.0 A
24.0 A
97.2 %
97.5 %
96.5 %
97 %
DC disconnect device
•
DC reverse polarity protection
Ground fault monitoring / Grid monitoring
•
AC short circuit. protection
•
A rpole sensitive residual current monitoring unit (RCMU)
•
Arc fault circuit interrupter [AFCI)
. ' •
Protection class / overvoitage category
General data
Dimensions (W / H / D) in mm (in)
535 x 730 x 198 (21.1 x 28.5 x 7.8)
Packaging dimensions (W / H / D) in mm (in)
600 x 800 x 300 (23.6 x 31.5 x 11.8)
Weight / packaging weight
_
26 kg'(57lb) / 30'k9 (66 lb)
Operating temperature range
- 25 •C .. +60•C
Noise emission (typical)
39 dB(A)
Internal power consumption at night
<.5 W
Topology -
Transformerless
Cooling concept -
Convection
Features
Ethernet ports
2 • -
Secure Power Supply
- • •
Display (2 x 16 characters)
• ,
WIAN
•
Sensor module / External WIAN antenna
O / O
Warranty. 10 / 15 / 20 years
•/O/O
Certificates and approvals
UL 1741, UL 1998, UL 1699B, IEEE 1547, FCC Part 15 (Gass A & B), CAN/CSA V22.2 167.1-1
• Standard features 0 Optional features - Not available
Data at nominal condiBons NOTE: US inverters ship with gray lids. • Not functional with Power+ Solution
Type designation-
SB3.0-1SP-US-40 S83.8.1SP-US-40 S85.0-1SP-US40
Accessories
MD.SEmodule EXTAN US40 om•n+a _ „ SMA RooBop
MD.SEtJL5d0 EXTANT-US-0O � � Communimtion IGI
p I ROOFCOMMKR-PWS
--- ...........................................................
Efficiency curve SUNNY BOY 6.0-1SP-US-40 i--- .... ............
•-•,
i
96r
.......94
9286-•- %IV•-480VI K..M
0.0 0.2 0.4 0.6 0.8 1.0ow Output power/ Rated per
RC ENGINEERING, LLC
COA#28345
2381 CREST RIDGE COURT
SANFORD, FL32771
TEL: 407-474-9181ERMOCRATES E.
CASTILLO- FL PE 52590
REVISIONS
DESCRIPTION
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SHEET SIZE
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SHEET NUMBER
DS-02
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."UNIRAC
NILT GSOUF (GAl F: �YV
SolarMount Technical Datasheet
Pub 100602-ltd V1.0 June 2010
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Clip.................................................................................................1
MidClamp....................................................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot...........................................................................................................................3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware
BE
SolarMount Bottom Up Module Clip
Part No. 321001, 321002
1.24
Y
.10
►x
Dimensions specified in inches unless noted
• Bottom Up Clip material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear Anodized
• Bottom Up Clip weight: -0.031 Ibs (14g)
• Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
UNIRAC documents
• Assemble with one'/4"-20 ASTM F593 bolt, one'/4"-20 ASTM F594
serrated flange nut, and one'/," flat washer
• Use anti -seize and tighten to 10 ft-Ibs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
• Module edge must be fully supported by the beam
* NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
Applied Load
Direction
Average
Ultimate
Ibs (N)
Allowable
Load
Ibs (N)
Safety
Factor,
FS
Design
Load
Ibs (N)
Resistance
Factor,
4)
Tension, Y+
1566 (6967)
686 (3052)
2.28
1038 (4615)
0.662
Transverse, X±
1128 (5019)
329 (1463)
3.43
497 (2213)
0.441
Sliding, Z±
66 (292)
1 27 (119)
1 2.44
41 (181)1
0.619
SolarMount Mid Clamp
Part No. 320008, 320009, 320019, 320020, 320021,
320084, 320085, 320086, 320087, 320120, 320122
Mid
Clams
1.00 DISTANCE
BETWEEN MODULES I
I
Y -
1
L-► X
Dimensions specified in inches unless noted
SolarMount End Clamp
Part No. 320002, 320003, 320004, 320005, 320006,
320012, 320013, 320014, 320015, 320016, 320017,
320079, 320080, 320081, 320082, 320083, 320117,
320118, 320123, 320124, 320173, 320185, 320220,
320233, 320234, 320331 _
Serrated,
Flange Nut
Y
1
-► X
r
Ls _
MINIMU-MI
,¢IDMr
VARIES �
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MODULE 1
I
TM CKNESS
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Dimensions specie
n In es un ess no ed
a
:"UNIRAC
1'71T.I GROUP C&MPANY
• Mid clamp material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear or Dark Anodized
• Mid clamp weight: 0.050 Ibs (23g)
• Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
mid clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble mid clamp with one Unirac'/4"-20 T-bolt and one'/4"-20
ASTM F594 serrated flange nut
• Use anti -seize and tighten to 10 ft-Ibs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
Applied Load
Direction
Average
Ultimate
Ibs (N)
Allowable
Load
Ibs (N)
Safety
Factor,
FS
Design
Load
Ibs (N)
Resistance
Factor,
m
Tension, Y+
2020 (8987)
891 (3963)
2.27
1348 (5994)
0.667
Transverse, Z±
520 (2313)
229 (1017)
2.27
346(1539),
0.665
Sliding, X±
1194 (5312)
1 490 (2179)
1 2.44
741(3295)1
0.620
Clamp
• End clamp material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear or Dark Anodized
• End clamp weight: varies based on height: -0.058 Ibs (26g)
• Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
end clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble with one Unirac %%20 T-bolt and one'/4"-20 ASTM F594
serrated flange nut
• Use anti -seize and tighten to 10 ft-Ibs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
• Modules must be installed at least 1.5 in from either end of a beam
Applied Load
Direction
Average
Ultimate
Ibs (N)
Allowable
Load
Ibs (N)
Safety
Factor,
FS
Design
Loads
Ibs (N)
Resistance
Factor,
m
Tension, Y+
1321 (5876)
529 (2352)
2.50
800 (3557)
0.605
Transverse, Z±
1 63 (279)
14 (61)
4.58
21 (92)
0.330
Sliding, X±
1 142 (630)
1 52 (231)
r 2.72
79(349)1
0.555
RC ENGINEERING, LLC
COAK28345
2381 CREST RIDGE COURT
SANFORD. FL $2771
TFU 407.47"181ERMOCRATES E.
CASTILLO• FL PE 52590
REVISIONS
DESCRIPTION
DATE
REV
PROJECT DEVELOPER
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SHEET NAME
DATA SHEET
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
DS-03