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5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
ELCMISC-004
Issue Date: 07f1312022
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
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accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CoNTRACTOA GNATURE PE IT OFFICEU
IT EX RES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALT INSPECTION - 8 HOUR R NOTICE REQUIED ' FOR
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Fee Simple Titleholder Address
1�'* W!
I
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADD/ALT
SIGN DEMOLISH
a
INSTALL
REPAIR
PROPOSED USE
SFR
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
W11-i V &
BUILDING SIZE SQ FOOTAGE HEIGHT
[EPULDING ' IVALUATION OF TOTAL CONSTRUCTION i
WELECTRICAL
=PLUMBING
=MECHANICAL
AMP SERVICE PROGRESS ENERGY []a-' W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED
Address License #
�ELECTRICIAN COMPANY a e C-'-.
F
SIGNATURE ✓ REGISTERED FEE CURREN Y/N
Address
License #
PLUMBER COMPANY
SIGNATURE REGISTERED FEE CURRIN
Address License # I
MECHANICAL COMPANY 1YIN —FE—ECURREN Y/N
SIGNATURE REGISTERED
Address License#
OTHER COMPANY E
SIGNATURE REGISTERED �YIN �IEEIIRR�.Y I N��
Address License #
RESIDENTIAL Attach (2) Plot Plans (2) sets of Building Plans (1) set of Energy Forms; R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 clumpster, Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page;
(1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans,
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required, (AIC upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroof's if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to pearnitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid poor
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agnculture and Consumer Affairs, If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development, Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W"unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate pennit may be required for electrical work, Plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
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SYSTEM SIZE: 13,68 kW DC STC
ARRAY AREA # 1-1 636.57 SQ FT.
ARRAY AREA # 2:96,45 SO FT.
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ULTIMATE VAND SPEED: 140 MPH
NOMINAL WIND SPEED: 109 MPH
WIND EXPOSURE: B
RISK CATEGORY: 11
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SHEETINDEX
A-00
PLOT PLAN & VICINITY MAP
S-01
ROOF PLAN & MODULES
S-02
ATTACHMENT DETAILS
S-03
STRUCTURAL CALCULATIONS
E-01
ELECTRICAL SITE PLAN
E-02
ELECTRICAL LINE DIAGRAM
& WIRING CALCULATIONS
E-03
SYSTEM LABELING
DS-01
MODULE DATA SHEET
DS-02
MICRO INVERTER DATA SHEET
DS-03
COMBINER DATA SHEET
DS-04
RAIL DATA SHEET
DS-05
ATTACHMENT DATA SHEET
DS-06
GROUNDING DATA SHEET
GOVERNING CODES
FLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 (FRC)
FLORIDA PLUMBING CODE, 7TH EDITION 2020 (FPC)
1 PLOT PLAN WITH ROOF PLAN
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A-00 SCALE, V = 20'-0"
ROOF #1
(33) Q,PEAK DUO BLK-GIO+ 360
(36OW) MODULES
REVISIONS
DESCRIPTION DATE I REV
INMAL 07-01-2022 1 01
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925 SUNSHINE LANE
ALTAMONTE SPRINGS FL 32714
JEFF TORRESC-SUNSMARTFNC4NEER114G.COM
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 38 MODULES
MODULE TYPE = Q.PEAK DUO BLK-GlO+ 360 (360W) MODULES
WEIGHT = 43.87 LBS 119.9 KG,
MODULE DIMENSIONS = 67,59" x 41. 1 19.29 SF
UNIT WEIGHT OF ARRAY = 2.21 PSF
TOTAL ARRAY AREA = 73102 SO, FT,
TOTAL ROOF FACE AREA = 2831.73 SQ. FT,
733,02 / 2831.73= 25.88% OF ROOF
FACE AREA COVERED BY ARRAY
18" RIDGE SETBACKS OK PER R324,6.2
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(N) IRONRIDGE XR-100
RAIL (TYP.)
Q.PEAK DUO BLK-GlO+ 360
(360VV) MODULES
GENERAL STRUCTURAL NOTES:
1. APPLICABLE CODE: 2020 FLORIDA RESIDENTIAL CODE (7TH EDITION) &
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.
2. ATTACHMENT STRENGTH OF IRONRIDGE FLASHFOOT 2 ATTACHMENTS
ARE BASED OFF IRONRIDGE'S PULL TEST DATA AND IRONRIDGE
MANUFACTURERS SPECIFICATIONS AND IT IS ASSUMED THE EXISTING
WOOD TRUSSES ARE SOUTHERN YELLOW PINE,
3 SPACING OF THE IRONRIDGE FLASHFOOT 2 ATTACHMENTS SHALL BE AS
FOLLOWS:
NON -EXPOSED MODULES
'WI NU-ZONE1. 2s, 2,,3 = 64' ON CENTER, Z-4"CANTILEVER
EXPOSED MODULES
IMND ZONE 1, 2e, 2r, 3 = 6-0" ON CENTER, 2'4' CANTILEVER
4, IRONRIDGE FLASHFOOT 2 ATTACHMENT SHALL BE INSTALLED PER
MANUFACTURERS INSTRUCTIONS AND CONTRACTOR SHALL FOLLOW
MANUFACTURERS RECOMMENDATIONS TO WEATHER PROOF AND SEAL ALL
ROOF PENETRATIONS.
5. EXISTING ROOF IS A TYPICAL HIP ROOF FROM 20 DEGREES TO 27
DEGREES WITH A ROOF COVERING OF ASPHALT SHINGLES. MEAN ROOF
HEIGHT = 15 FT OR LESS ABOVE GRADE WHERE MODULES ARE.
6. DESIGN PARAMETERS SHOWN ARE BASED ON ALLOWABLE STRESS
DESIGN (ASD) NOMINAL WIND SPEED PRESSURES PER SECTION 29.4.4 FOR
ROOFTOP SOLAR PANELS PARALLEL TO THE ROOF SURFACE WITH
EXPOSURE "B", RISK CATEGORY It, ENCLOSED BUILDING AND h , 60'-U'
PER ASCE 7-16 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES" AND 2020 F.B.C. (7TH EDITION), EXPOSED AND
NON -EXPOSED MODULES ARE LABELED AS SHOWN.
7, ROOF SURFACE TO UNDERSIDE OF PANEL HEIGHT IS APPROXIMATELY 5
INCHES AND INCREASED UPLIFT ON THE PORTION OF MODULES WITHIN A 10
INCH CLEARANCE OF THE ROOF EDGES HAS BEEN CONSIDERED,
8, "a" DIMENSION AS DEFINED PER ASCE 7-16 SHALL BE 4 FT REGARDLESS
PER THE 2020 FLORIDA RESIDENTIAL CODE (7TH EDITION).
10. SOLAR PANELS AND MOUNTING SYSTEM SHALL BE INSTALLED PER
MANUFACTURERS RECOMMENDATIONS.
11 - MODULES SHALL BE LOCATED AS SHOVM FOR THE WND LOAD
CALCULATIONS ON SHEET S-03 TO BE VALID- ANY RELOCATION OF
MODULES SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR
TO RELOCATION OF MODULES,
12. ALL FIRE SETBACKS SHOWN COMPLY WITH THE REQUIREMENTS OF THE
2020 FLORIDA RESIDENTIAL CODE AND 2020 FLORIDA FIRE PREVENTION
CODE,
I CERTIFY THAT THE
INSTALLATION OF THE
MODULES IS IN COMPLIANCE
WITH FBC: RESIDENTIAL
CHAPTER 3, THE ADDITION
OF THE SOLAR MODULES
AND ALL ACCESSORIES TO
THE EXISTING BUILDING WILL
NOT ADVERSELY AFFECT
THE STRUCTURAL INTEGRITY
OF THE BUILDING AND CAN
SAFELY ACCOMODATE THE
NEW IMPOSED LOADS OF
THE SOLAR SYSTEM.
ROOF #1
(33) Q.PEAK DUO BLK-GlO+ 360
(360W) MODULES
ED -EDGE MODULE
E - EXPOSED MODULE
N - NON -EXPOSED MODULE
- ROOF OBSTRUCTION
- PV ROOF ATTACHMENT
-RAFTERS
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REVISIONS
DESCRIPTIONf DATE REV
INITIAL 07-01-2022 01
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SHEET NAME
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SHEET SIZE
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SHEET NUMBER
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SUNSMART ENGINEERING. LC
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BASE WIND LOAD CALCULATIONCAPACITY
140 MPH Saar Panel Flush Mount Wind Pressure Calculations for
Residential and Low Rise Commercial Buildings � }
if�W achy cif Solar l du W a U.
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Asa wmdSpeed vQMPH) 1084 � a. Z 5
Test Capacity 0f Nodule (PSF) (Portrait) = 3-5
mean rsatt' kt2s at of where mod�e!es are located (ft) = 1 � 0
e��atrce e � tfa� aue� it rep- 0s7 Mi#i[riitim Factoro e`Cy Required 1.5 �
Gre.nd E€evac7.an Factor-X� , Design Capacity of Module (PS) - 55.7
Ott xSE ectxaa yFa tx- . ; Module Located sirs worst case scenano in pressure NSF = 26.
to,gthofaeingtesc=arMO&2,eQnehes) - E�.S9 3 REVISIONS
104&q of a sfrgie, sdar mo ie Cmcnes) - 4"1 LTHEREFORE OK
Ce,Aer to Centersp ing. of Roof AftKhment(ff) 6 DESCRIPTION HATE REV
Effective nd Area of a Stngte Modube(sf) .,. a , INITIAL 07-01-2022 01
Effecue Wr,4 Area of a roar connec6an trib€tasy area(}}fi
ASUVPnd vekcl Pressure( sfj
NON -EXPOSED CALCULATION I EXPOSED/EDGE CALCULATION PROJECT NAME
Uplift Pressures on Solar Panels - Hip Roof 20 to 27degrees U lift Pressures can Solar Panels - Hip Root 20 to 27 degrees
P= h* GC Ye Ya Iblftz Per Chapter 2 544 Module RoofCornection P=gL*({ C (Ye)(Ya)(Ib(ft2}PerChapter29.4 1 Module Roof Connection ®�3
GCp and Zone Group 1(WZ1) - 1 z3 1.26 GCp Wind Zane Group 1(WD) = -1.23 1.26to
GCP Wind Zane Grath a (YIZ2e, fir) - t 77 -€. z GCP Mind Zone Group z (WZ2e, VVZ2r) - 1.77� 1.82
GCP Wind Zane Grc+up 3 ( 3) 1 182 GCP Wind Zone Group 3 (WZ3) a 77 182
Effective Wind Area of structural element considered a � �
EifectiveWind Area afStructural element considered (sf) ;. , ..� �' -;, . ,.,:, � . ,.,,,<-.. ,,.,.,.,:-� .., -,,,,: ,,. ,... „- -..,�
Array Edge Factor (use i for sari -exposed panels and t5 forexposed � t Array Edge Factor {use 1 for non -exposed panels and 1.5 for exposed � 1.5 f = il}
panels) panels) 5 ',a Z ®f
Pressure Equalization Factor 0 686 0 or Pressure Equalization Factor 0 686 0 709 W
Wind Zone Group a Worst Case Scenario Pressure (psf) ? T 7 Wind Zone Group 1 Worst Case Scenario Pressure (psf) �� r 4� ( _J
Wind Zone Group 2 Worst Case Scenario Pressure (psf) Wind Zone Group 2 Worst Case Scenario Pressure (psf)
e
Wind Zone Grou p, 3 Worst Case Scenario ,Pressure s r. ,.. , , .., � Wind Zone Group 3 Worst Case Scenario Pressure (psf) 0 0—
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W
NON
CONNECTION i CONNECTION�'
Required LaE Bait Size and Length..to Wood Truss Required Lag Bolt Size and Length to Wood Truss
Per 2 1FS Edition ASD #SIDS for Wood Construction Per2oi8 Edition ASD NDS for Woad Construction SHEET NAME
W' = W*(Cd) (C,,,)*(Ct) W' = W (Cd) (C.)*(Ct) STRUCTURAL
Southem Pine Wood Truss Specific Gravity - G = 0.55 Southern Pine Wood Truss Specific Gravity - G 0,55 CALCULATIONS
Withdraw Value for 51 lLa ' Bolt (lbs/in) and specified Specific Gravity - 307 Withdraw Value for rL La B It Qbs/in) and specified Specific Gravity - 307 SHEET SIZE
Embedment Depth (in) - 2.5 Embedment Depth (in) 2.5 ANSI B
�$ "
Embedment Withdraw DesignValue W Qbs) = 767.5 Embedment Withdraw Design Value -W (Ibs) - 767.5
Load Duration Factor (Cd) for Wind Load (Te@3 L4jn ate Inte mis) - 1.6 Load Duration Factor (Cd) for Wind Lead -Ten Minute Intervals, _ 1<6 SHEET NUMBER
Wet Service Factor (Cr,) in areas < ig moisture captent in-service Weft Service Factor (Cm- in areas < 1Q% moisture content in-service �
- 1 � w 1
conditions (relatively dry attic space) - conditions (relatively dry attic space)
Temperature Factor C in areas with e rn experience sustained ex osured Temperature Factor Ct do areas with experience sustained ex osured '� '��� '� rn 4_
to elevated to erattures 125_°F < T < 15€a °F 0.7 to elevated temperatures 125 *F < T < 15o °F s 7
Adjusted Embedment Withdraw Design Value - W' (lbs) = 859.6 Adjusted Embedment Withdraw Design Value - W' (lbs) 859.6
Lag Screw Center t0 Center Spacing (ft) 6 Lag Screw Center to Center Spacing (ft) - 6 � F ' gam,
Approximate module Length (ft) = 56 25 Approximate Module Length (ft) 5 325
Effective Wind Area of Attachment Spacing = 16.90 Effective Wind Area of Attachment Spacing - 16.90
Worst Case Scenario Wind Pressure (Roof Connection) (psf) = 1&79 Worst Case Scenario hind Pressure (Roof Connection) (psf) - 2 ,19 �7
Tributary Area pullout load onto roof anchor (wind only) (lbs) = 317-504025 Tributary Area pullout load canto roof anchor (wind only) (lbs) - 476-340525 77 �� 11111 I\\\\\
- JEFFREA. TORRES. P.E.
4 FL PE 4E6879
Tr€buary Area pullout load (dead load consideration - ASD design) = 302.296275 Tribuary Area pullout load (dead load. consideration - ASD design) - 461.13277 SUNSMART ENGINEERING, LLC
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JEFFREY A. TORRES, P-E
FL FE 980379
ENGINEERING, ENGINEERG, LLC
FL COA #35170
au 925 SUNSHINE LANE
ALTAMONTE SPRINGS. FL 32714
JEFF.TORRES@SUNSMARTENGINEERING,COM
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(N) ENPHASE IQ7PLUS-72-2-US (3) #6 AWG THWN-2 200A RATED, 240V o
(3) ENPHASE Q-CABLE, 1212 TYPE TC ER MICRO INVERTERS (1) #10 AWG THWN-2 GND -
(1) #6 AWG BARE CU - EGO 3/4" CONDUIT
FREE -AIR _ 4 REVISIONS
DESCRIPTION CRATE REV
_ �� -- EXISTING GROUNDING INITIAL 07-01-2022 01
!_ ELECTRODE SYSTEM
I P (N} JUNCTION BOX: " u _ _ _ _ _ .._. �. __. __ ___ ROJECT NAME
600V, NEMA 3R,
3 #6 AWG TH WN-2
UL LISTER _. _1 _ ( (N) AC DISCONNECT:
(1) #10 AWG THWN-2 GND
zoa zP 314" CONDUIT 240V, 60AMP
NEMA 3R, UL LISTED 4
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SOLAR ARRAY 13,68 kW -DC STC (1) #10 AWG THWN-2 - EGC (N) 125A ENPHASE IQ COMBINER 4
(38) Q.PEAK DUO BLK-G10+ 360 (360) MODULES 3/4" CONDUIT (X-IQ-AM1-240-4) [WITH UPTO (4) 2-POLE ELECTRICAL LINE > w
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(02) BRANCHES OF 13 MODULES BREAKERS AND ENVOY `-) N
(01) BRANCH OF 12 MODULES COMMUNICATION GATEWAY] E-02 SCALE: NT5
SOLAR MODULE SPECIFICATIONS FCC CONDUCTOR AMPACITYCALCULATIONS: AC CONDUCTOR AMPACITY CALCULATIONS -
MANUFACTURER I MODEL # C.PEAK DUO BLK-G10+ 360 (360" ARRAS( TO JUNCTION OX FROM PV COMBINER PANEL TO ACDS & MAIN
MODULES ---°-
VMP 34.31V EXPECTED WIRE TEMP (In Celsius) n12
EXPECTED WIRE TEMP' (in Celsius) 344 SHEET NAME
IMP 10A9A' TEMP. CORRECTION PER TABLE (310.15)(8)(2)(a) TEMP. CORRECTION[ PEP, TABLE {310.15)(B)(2)(a) 0.96 ELEGTf�4CAL
VOC 41.18V # OF CURRENT CARRYING CONDUCTORS 3 LINE DIAGRAM cue
ISC 14.i74A # OF CURRENT CARRYING CONDUCTORS # OF C.C. CONDUCTORS CORRECTION PER NEC 310.15(B)(3)(a) 1.00 WIRING
( CALCULATIONS
3
MODULE DIMENSION 67.59"L x 41A"W x 1,25"D (In Inch) # OF C.C. CONDUCTORS CORRECTION PER NEC 310.15(B)(3)(a) CIRCUIT COND CONDUCTOR SIZE 6 AWG
CIRCUIT CONDUCTOR AMPACITY 75A
INVERTER SPECIFICATIONS [CIRCUIT CONDUCTOR SIZE REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A) & (8) SHEET SIZE
CIRCUIT CONDUCTOR AMPAC€TY S0A 5T48A
MANUFACTURER / MODEL # ENPHASE IWPLUS-72-2-US MICR04NVERTERS REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A) & (B) 1.25 x MAX. AC OUTPUT x TOTAL # OF MICROINVERTERS ,d4 !
MPPT VOLTAGE RANGE 27-45V #
1,25 x MAX AC OUTPUT x MAX # OF MICROINVERTERSICIRCUIi` 19.66A. DERATED CIRCUIT CONDUCTOR AMPACITY 7Z00A �gB1
MAXIMUM INPUT VOLTAGE 60V DERATED CIRCUIT CONDUCTOR AMPACITY 28.80A Result should be greater than (57.48A)
MAXIMUM UNIT PER BRANCH 13
Result should be greater than (19.66A)
�r CONDUCTOR
t^c�s CALCULATIONS:
# -E-#t��gc SHEET NUMBER
MAXIMUM OUTPUT CURRENT 1.21A A . ioi.ai*�4steiL<.TOR AMPACITY CAL U 6 iiJNS:
CECAAEtGHTEDEFFICIENCY 97- FROM JUNCTION BOX TO PV COMBINER PANEL 1
AMBIENT TEMPERATURE SPECS *�
EXPECTEC3 WIRE TEMP (An Celsius) 34' �i n`�dtur-
RECOIRD LOW TEMP 1a TEMP. CORRECTION PER TABLE {310.15)(B}{2)(a} 0.96 N�
AMBIENT TEMP (HIGH TEMP 2°!) 34° # OF CURRENT CARRYING CONDUCTORS 6
# OF C C. CONDUCTORS CORRECTION PER NEC 310.15(B)(3)(a) 0.80 'o
CONDUIT MINIMUM HEIGHT FROM ROOF 0.51'?� 379
CIRCUIT CONDUCTOR SIZE 10 AWG $ Q 4a
CONDUCTOR TEMPERATURE RATING W° CIRCUIT CONDUCTOR AMPACITY 40A
6
RE£I#7IRED CIRCUIT C(iN6t7CTOR AMPACITY PER NEC 890.8{A) & (B) � � �� €
MODULE TEMPERATURE COEFFICIENT OF V0c-0.271%PC 19.66A 7 ' x
�s ��°w+ � NOTES
�o 1.25 x MAX AC OUTPUT x N7R.X # OF MICROIAIVERTERSfCIRCUI7 ^'" s sf � (�-�^ �
ELECTRICAL NO 8 ES DERATED CIRCUIT CONDUCTOR AMPACITY 30.72A �
I:) ALL EQUIPMENT SHALL BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. Result should be greater than (19.66A)
2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90-C WET ENVIRONMENT.` m
3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS g�
CLOSE AS POSSIBLE O THE NEAREST RIDGE, HIP, OR VALLEY.
4.) WORKING CLEARANCES AROUND ALL NEW' AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY VATH NEC 110.26. s t �
5.) DRAWANGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEM, CONTRACTOR SHALL FURNISH ALL NECESSARY F CAI' R ES E
OUTLETS, SUPPORTS, FITTINGS . AND ACCESSORIES TO MEET APPLICABLE CODES AND STANDARDS. WIRINGCALCULATION JE �aRFL EE��E7�I;.G. LLc
6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE n Ft uattss1Ta
THEM ACCORDINGLY. y'�� (y SCALE; � , 9255V SHINE LANE
E-02 kLTAMON E SPRINGS, FL 32714
7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND ACCESSIBLE. JFFF,TORRE @SUNSfAARTENGINEERING.Com
8.) INSTALL MODULE AND RACKING GROUNDING HARDWARE PER MANUFACTURER'S INSTRUCTION.
LABEL LOCATION:
AC DISCONNECT(S)
PER NEC 690.54
LABEL LOCATION:
RAPID SHUTDOWN INITIATION DEVICI
PER NEC 690.56(C)(3)
POWER SOURCE OUTPUT CONNECnON
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
LABEL LOCATION:
PER NEC 705,12(B)(2)(3)(b)
LABEL LOCATION:
PER NEC 690.56(C)(1)(a)
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SUNSMARTENGINEERING LLC
FL COA 51700
9 5 SUNSHINE LANE
ALTAMONTE SPRINGS. FL 32714
JEFF.TCIRRESgSUNStAARTENGINEERit4G,COW,
8 R Ei A K t N 0 T H E 2 0 % E F F I C I EEN C Y 8 A R R I E R
ISLANTUM DUO Z Tachpoloqy%ailh zero gap cell layout
boosts module efficiency up to 20,9%
THE ?V1.05IT THOROUGH TESTRYG PROGRAMME IN THE INDUrSTRY
Q CELLS is the firs, solar module manufacturer to pass the most comprehen-
sive quality programme in the industry: The new "Quality Controlled Icts" of the
independent certification institute TOO Rheinland.
HNNCAINTIVE ALL-WEEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent
low -fight and temperature behaviour.
E 1JR040 HIGH PERFORMANCE
Long-term yield security with Anti LID Technology, Anti PID
Technology', Hot -Spot Protect and Traceable Quality Tra.QT11.
EX TREME WEATHER RATING
High-tech aluminiurn alloy frame, certified for
high snow (540OPa) and wind loads (400OPa),
A RELIABLE INVESTPAENT
Inclusive 25-year product warranty and 25-year
linear par or mance warranty2
-AP-, 2015,merhodA(
Bet- shaver on tear rcr!w-_! i,ovmfe mr
THE IDEAL SOLUTION FOR:
RlovtDt, arrays or
noidentei bUd,ngs
MECHANICAL SPECIFICATION
1717rom x 1OA5mm x 32mm imesuding fame)
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9 qkq
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3.2rlim thermally pre stressed galsswritl r
anti -reflection tech ocgy
composrte film
Black ano6sed alumsniurrr
6 . 20 mono so'lutaillfre Q ANI USA sole, half clots
53-101mm x 32-60mm x 15-18 mm
Protection class IP67, wltn bypass dfodea
4rnnA Solar cable; (+) �1150rnm, I-) c1150m,
Streibli MC4, iP68
ELECTRICAL CHARACTERISTICS
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All daa vothm rrosouemew. oser84 -
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with thexiarranty terms AT the
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respective country.
Typical moduo reeforntrerre, under low irredunce con6sons In
comparison to STC conditions (25°C, 1000trfilm
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PROPERTIES FOR SYSTENA DESIGN
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fAl 20 45'4� C/TYPE2 2
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P 40°C - -85'C P,�s,,Pul� tPal 3600/2660 -r
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QUALIFICATIONS AND CERTIFICA ES
1EC 6_1 21- , xvt` C 61730 2 0 v,
1h,1 dr. lv rAx�
DR4380 a
QCP111 C,11`�eo
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JEFF.TORRESQSUr,ISMARTENGtNP-ERiNG.COM
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To learn more about Enphase offerings, visit enphase.com
The high-powered smart grid -ready
EJiPhcR3"KJ-" 7 Plfic, and Enphase �Q 7; AYCero"
dramatically simplify the installation process while
achieving the highest system efficiency.
Part of the Enphase IQ System, the IQ 7 and
IQ 7+ Microinverters integrate with the Enphase
IQ Envoy", Enphase IQ Battery", and the Enphase
Enlighten" monitoring and analysis software.
IQ Series Microinverters extend the reliability
standards set forth by previous generations and
undergo over a million hours of power -on testing,
enabling Enphase to provide an industry -leading
warranty of up to 25 years.
Lightweight and simple
Faster installation with improved, lighiertvus�wi.re cabling
Built-in rapid shutdown compliant (NEC 2014 8 2017)
Productive and Reliable
Optimized for high powered 60-cell/120 half -cell and 72-
cell/144 half -cell* modules
More then a million hours of testing
Class 11 double insulated enclosure
UL listed
complies with advanced gild support, voltage and
frequency ride -through reqUicernents
Remotely updates to respond to changing
grid requirements
Configurable for varying grid profiles
Meets CA Rule, 2? (UL 1741 - SA)
, The 10 /+ Micro israqr,€fed lo suppoit 721,leli/144,h,4,�f-celr modules
n--ENPHASE
Enphase IQ 7 and IQ 7+ Microinverters
Module comitafibility
60-cell/120 half -cell PV modules
60-cell/120 half,cell and 72-
only
cell/144 half -cell PC modules
Maximum input DC voltage
48V
60 A
Peak power tracking voltage
27V 37V
27 V - 45 V
Operating range
16 V - 48 A
16 V 160 V
Min/f/ow start voltage
22V/49V
22 V / 60 V
Max DC short circuit current (module isc)
15 A
15A
Overvoliage class DC port
11
I.
DC port backfeed current
0 A
0 A
PC array configuration
1 a 1 ungrounded array" No additional
DC side protection required,
AC aide protection requires fnax 20A
per branch circuit
OUTPUT DATA (AC)
IQ 7 Microinverter
IQ 7+ Microinverter
Peak Output Power
250 VA
295 VA
Maximum contritimus output power
240 VA
290 VA
Nominal (L-i_) voltage/rangal
240V/ 208V/
240V/ 208V/
211-264V 183-229 V
211-264 V 183-229 V
MaArriumcontinuous output current
ILO A (240 V) 1,15 A (208 V)
1,21 A (240 V) 1,39 A (208 V)
Nominal frequency
60 Hz
60 He
Extended frequency range
47. 68 Hz
47 - 68 Hz
AC short circuit fault current over 3 cycies
5,8 Arms
5,6 Afms
Maximum Units per 20 A (L-L) branch circuit'
16 (240 VAC) 13 (208 VAC}
13 (240VAC1 11 (208 VAC)
overvoltage class AC port
lit
M
AC port backfeed current
18 rnior
18 rnA
Power factor setting
1.0
1,0
Power factor (adjustable)
0.85 loading --- 0_805 legging
0.85 reading,.. 0,85 lagging
EFFICIENCY
@240 V @208 V
@240 V @208 V
_97:_51• 97,3%
CEC weighted efficiency
97.0% 97.0%
97,0% 97,0%
MECHANICAL DATA,
;eve, isoi isrsge'catute rsn'le
Relative humidity range
4% to 100% (condensing)
I
Connector type
MC4 (or somphenvu H4 UTX with addittorial Q-DCC-5 adapter)
Dirnerisions (WO/0)
212 min x 175 mm x 30,2 rum (enthout
bracket}
Weight
1.08 kg C2,38 Ited
Cooling
Natural convection - No fans
Approved for wet forcations
Yes
Pollution degree
PD3
Enclosure
Class ir double- insufarted, corrosion, resistant
polymeric emolissure
Environmental category / UV expvcaffe rating
NEMA Type 6 / outdoor
FEATURES
Monitoring
hien Manager and MyEnlightennionitoring options,
options require installation of an. Enphase IQ Envoy.
Compliarice CA Rule 21 (UL 1741 -SAI
UL 62109-1, 01_1741/IEEE1547, FCC Part 15 Ciass B, ICES 0003 Class B,
CAN/CSA-C22.2 NO, 1071 01
This product is UL Listpd as PV Rapid Shrit Down Equipment and conforarswith NEC 2014, NEC
2017, and NEC 2020 section 69012 and C22-1-2015 Rule 64-218 Rapid Shu-ptown of PV Systems,
for AG and D11 conductors, when invoriled according manufacture' 'a instructions.
1 No enforced DC/AC ratio See :her moiniWi a calcuctio I a�
2 Nonmnal volowe range can be cKlended beyond nurnjnaifpalurrell by the utjNy
Limits may /ary Referlo ioca; rioruirerneis to def-le the numbarof rmcminverters se, branch in your area
To learn more about Enphase offerings, visit enphase.cona ENPHASE
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SHEET SIZE
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SHEET NUMBER
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X-1Q-AM1-240-4C
Nft.W X-?GI-AMI-240-4
LISTED
To learn more about Enphase offerings, visit en-ptuisecaIrn
T h e E ri, wa s ie,l Q ,,,.,-.,lute 4 4 with F n phase
IQ Gateway and Integrated LTF M I cell
modem (included only with IQ Combiner 4C,)
con sol Jdates ii-vlerconnection equipr-rient
into a single enclosufle and streamfines 1()
r-nicroinverters and storage installations by
providing a consistent, pre -wired solution for
residential applications. it offers up to four
2-pole input circuits and Falon BP series
busbar assembly.
Smart
Includes IQ Gateway for corrununication and control.
Includes Enphase Mobile Cornnect cellullar modem
(CELLMODEM Ml 06-SP-05), Included only with IQ
Combiner 4C
includes solar shield to match Enpruese IQ Battery
aesthetics and deflect heat
Flexible networking supports Wi-Fi,
Ethernet, or cellular
Optional AC receptacle available for PLC bridge
Provides production metering and consumption
ritionipefing
Centered rnounling brackets support single
stud mounnnQ
Supports boncern, back and side conduit entry
Up to four 2-pole branch circuits for 240 VAC
plug in breakers (not included)
80A total PC or storage branch circuits
Durable NRI'l,certified InEydrdtype 3R enclosure
Five-year limited warranty
Toro years labor leimbursercent program coverage
included ficr bot"n the IQ Combiner SKU's
UL listed
" ENPIHASE
w
Enphase IQ Combiner 4/4C
MODEL NUMBER
IQ Combiner 4C (X iQ AM 1 240 4 C) iQ Coubiner 4C with Enithase IQ Gaterear printed 6rcurt board for inleynced revenue grade PV oroduct Honinereving
(ANSI C12,20 +11 0 5%) and consumption monrinning (r/ 2,5%,,, Includes Enishrose, Mobile Connect re,8,ow modern
(CELLMODF _,M MI -GE, SP O5L a plug -and -Play indurorlai grade cell modern for aycrems up to 60
Aaildsre 41 the US, Canada, Mexico, PIderto Rico, and the US \i`cdin Islands ,odriere brore is adequate Cellular Service in
the instaliabor, area,) included a silver solar shield in fnatch the IQ tookey and is Sysoon Ciennofler and to deflect hear.
ACCESSORIESAND REPLACEMENT PARTS (not included, order separately)
Cocult Breakers
Suppons Faton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 cocurt bireners
BRK-10A-2-240V
Cio,uit breaKer, ? pole, 1w, Eaton BR210
BRK115A-2-240V
Cricuit breaker, 2 pole, 15A, Eaton BR215
BRK-2oA-?P-240`y
Circurt lafeaker, 2 ,role, 20A, fonor. BR220
BRK-15A-2P-240V 8
Circuit breaker, 2 Pale, 15A, Eaton BR2115B with hold down kit support
BRK-20A-2P 240V-6
Circurr breaker, 2 pole, 20A, Ealon BR2208,mth hold down kit support
EPIC-01
Power line carrier (ocoranuihapbor, bridge torip, quantity, one pan
XA-SO' -ARSHiELD-ES
Replacement solar shield for IQ Coarbiner 4/4C
XA-PLUG-120 3
Accessary receptacle for Power Line Carrier In IQ comforter 414C (reduced or, EFULC 0 1)
XA-ENV-PCBA 3
Repoicernent IQ Gateavay printpul circuit board (PCs) to,- Combnne 4/4C
X-f0-NA-HD-12Es
Hold down kit for Ealon, circurr breaker sith screws,
ELECTRICAL SPECIFICATIONS
S S ys a or volt age
120,'240 VAC, 60 Ila
Eaton BR series bulbar rating
125A
Max. continuous curornt;ating
65A
star. confirruccer correct ioning (rarest boor Pp/docnigth
64A
Max, fuse/rurcurt rinuart routput)
90 A
Nino- total branch circun, breaker rafing (inpull, BOA of thwnbuted generation / 95Awilh JQ Gatevoy, breaker included
produflItlon, nacering CT 200 A solid core pre- Installed and :fired to Q Gateway
Consurnputin monitcring CT (CT 200-SPUT) A reHf of 200A spur core crrueru transforn-lers
MECHANICAL DATA
Wright I , 1 5 w; (l 6,5 lbro
CotAing Naturai concoction, plus hear shield
Enctosure an,horatiental rating Outdoor NRTI�cerhfieg, NEMA type 3R, poprearbonate construction
Wi,e Sizes 2C A to Ed A breaker inputs 14 In 4 AWC coppet runduccxs
601 A breaker branch iniep 4 to 110 won copper conduclors
Marc lug combined output: 10 to 2/0 AVIG copper Conductors
Neutral and rrrcirrd; 14 to 1/0 copper conductors
Arovay, follow local code requIrernerrer for conductor airing
Altitude Is, 20o}0 matters (6,560 feet)
INTERNET CONNECTION OPTIONS
CeNular
CE"LMODEM M1 06 SP-05, CELLMODEM-101 06 AT-05 (AG based L TE ron term e rnodcao Note fha,, an Enrocise
Mobile connect co.1furar nordern is required for all Err em bleinroaliatiorts
Ethe-riet,
Oroksroo, 802.3, CatSE to,, Cat 6) UTP Ethernet cable (not irarfuded)
COMPLIANCE
o`
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compliance, 10 Corcliener
UL 1741, CAN/CSAC22,2 No, 10TI, 47CFR, Part 15,rdarx,BIC
ES CES003
Production noevrnng, ANSI C12.20 accuracy class 0.5 (PV production)
ConsumplJon rroorering: accuracy close 2,5
Cominiance, IQ torte cry
UL 60601 1/CAN-_SA 22 2 Nia 61010 1
EN PHASE
To learn more about Enphase offerings,
visit eaphosexom
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DESCRIPTION DATE REV
INITIAL 07-01-2022 1 01
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#35170 L11
UP "5 Ff11A 01W
925 SUNSHINE LANE
ALTAMONTE SPRINGS, FL 32714
JEFF.TORRES@SUNSMARTENGINEERING.CQM
W5.10"I 1401M IRONRIDGE 0511-5-11M
n y 'EkA i h-, Not Always Sun�,
Over their lifetime, solar panels experience countless
extreme weather events. Not just the worst storms in years,
but the worst storms in 40 years. High winds capable of
ripping panels from a roof, and snowfalls weighing
enough to buckle a panel frame.
Sloped roofs generate both vertical and lateral
forces on mounting rails which can cause them
to bend and twist. The curved shape of XR Rails
is specially designed to increase strength in both
directions while resisting the twisting. This unique
feature ensures greater security during extreme
weather and a longer system lifetime.
Compatible with Flat & Pitched Roofs
its re
1,11110-111 XR Ra a
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0 01 I
m WWWWROD frnRidge ffrs
orange toift eleg
compatible with
OW,1111 MORTNE FlashFoot and
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aura geof
optionsforflat
It"
ORI, 011 other pitched roof
MS
151'001-1901 �1 1§ roof mounting
MON attachments,
applications,
lli �R
�Iy XRail Family
Corrosion -Resistant Materials
All XR Rails are made of 6000-series
aluminum alloy, then protected with an
anodized finish, Anodizing prevents surface
and structural corrosion, while also providing
a more attractive appearance, W
XR 10 is a sleek, low -profile mounting
rail, designed for regions with light or
no snow. It achieves spans up to 6 feet,
while remaining light and economical.
6'spanning capability
Moderate toad capability
Clear & black anodized finish
Internal splices available
Rail Selection
XR1OO
XR100 is the ultimate residential
mounting raiL it supports a range of
wind and snow conditions, while also
maximizing spans up to 10 feet,
10'spanning capability
Heavy load capability
Clear & black anodized finish
Internal splices available
EIRM"
awaims
XR1000 is a heavyweight among
solar mounting rails. It's built to handle
extreme climates and spans up to 12
feet for commercial applications.
12'spanning capability
Extreme load capability
Clear anodized finish
Internal splices available
The table below was prepared in compliance with applicable engineering codes and Standards.* Values are
based on the following Criteria- ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof
I g I I
99DOWNIAMEM
SHEET NAME
RAIL
DATA SHEET
SHEET SIZE
ANSI B
_11"X17"
SHEET NUMBER
DS-04
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inere-rMeA///
79
UJ
40
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OWN[
110
3[1F:0'1'ft
SUNSMART ENGINEERiNG LLC
FLCOA#,5170
92 _(J SHME LANE
5 '
FL
FFF TAMONTE SPRIN jS, 32714
J ji EFF.TOR'RESQSUNSM.A.RTE,NGINEERING.C'DM
<„IRONRIDGE
Fonovardf
e set out to design a flashing that checked all
the boxes: fully waterproof, fast and easy to install
correctly, economical, and strong enough to handle
every environmental condition. FlashVue does it all.
The 360° capable GripCap (2.74"
tall) and GripCap+ (3,74' tall) can be
placed in any orientation, and provide
"friction-fit'for easy installs. posh snu
into the viewport, without worrying it e
roll away or rotate while driving the la
1.,
Im-
11110%101100�
FlashVue TM
01 Three -Tier Water seal, Reirrsagfned
FiashVue's seat architecture utilizes three layers
of protection. The viewport is elevated 0.39', and
provides a "friction -fit" far the GripCap. The GripCap
fully covers the viewport while a sealing washer
adds another layer of protection. And an EPDM
washer and lag bolt "seat the deal" in the stack.
ns
ns
Large Viewport in Flashing
The large viewport makes it easy to
align the flashing with the pilot hole, and
r
drive the lag centered into the rafter. The
elevated rim not only provides a sturdy
dock for the GripCap or GripCap+, but
increases water -shedding capabilities.
qw-
SolveO f UnduWions
Attachment Loading
FlashVue has been tested and rated to support 1161 (Ibs) of uplift and 353 (Ibs) of lateral load.
Structural Certification
G emu;
Designed and certified for compliance with the International Building Code & ASCEISEI-7.
Water Seal Ratings
fussed both the UL 441 Section 27 "Rain Test" and TAS 100-35 "Wind Driven Rain Test' by Intertek,
a11 UL 2703 Listed System
Conforms to UL 27{}3 mechanical and bonding requirements. See Flush fount Manual for more info.
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REVISIONS
DESCRIPTION _ DATE I REV
INITIAL 07-41-2022 1 01
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SHEET NAME
ATTACHMENT
DATA SHEET
SHEET SIZE
�
AN B
9 1 n X 7"
SHEET NUMBER
LW�1144414fN sal
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Of EERING, LLC
FLCOA#35170
925 SUNSHINE LANE
JL
A110_E SPRINGS, FL 32714
RftES@S NS AART NGINEEMNG,COAA
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Gro-tm,,--,ding for Every Applicaltio,
the UFO family —Flush Mount, Tilt Mount and Ground
Mount —are fully listed to the UL 2703 standard.
module and the rail, resulting in many parallel grounding
paths throughout the system. This leads to safer and more
reliable installations.
Stopper Sleeve
The Stopper Sleeve snaps
am�=
Each Bonded Splice uses
self drilling screws to form
a secure connection. No
bonding strap needed.
A single Grounding Lug
connects an entire row
of PV modules to the
grounding conductor.
9 IDIOM 0 M
�
Universal Fastening Object (UFO)
The UFO securely bonds solar modules to XR
Rails, It comes assembled and lubricated, and
can fit a Wide range of module heights.
vy
0 Olt
�71 -
The bonding bolt attaches
and bonds the L-foot to the
rail. It is installed with the
same socket as the rest of the
system,
10100,10041M
aggaim
um��.
UFO ( Stopper Sleeve * Grounding Lug =1 Bonded Splice --L Ground Wire
V Approved Enphase microinverters can provide equipment grounding of tronRidge systems, eliminating the need for
grounding lugs and field installed equipment ground conductors (EGC). A minimum of two microinverters mounted to the
same rail and connected to the same Engage cable is required. Refer to installation manuals for additional details.
Ma"I M.
UL 2703 is the standard for
evaluating solar mounting
2, ystern . It en ures these devices
mechanical connections over
an extended period of time in
extreme outdoor environments.
REVISIONS
DESCRIPTION DATE REV
INITIAL 07-012022 01
SHEET NAME
GROUNDING
DATA SHEET
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
DS-06
ATn,°'"3
NSkims
�J 79)
40
0�
LL
f ///14,,RIKMN'G, LLC
'1151,11NELANE
ym A-AMO"SNTF SPRINGS, FL 32714
V . 'ORRES@SUtISMAFTFNGINFERING.CWt