HomeMy WebLinkAbout22-5327r-o
ZI of Zephyftfils
5335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
N,,ou', T,, - 7777,4,
ELCMISC-005
Issue Date: 121
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 roinspection.
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.
Mill 111111MIM III 111, 1111 1 1
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
—777 RACTOR $1 affigs
813-780-0020 City of Zephyrhills Permit (Application Fax-813-780-0021
Building Department
Date Received s ; Phone Contact for peemlttln
aaa1 saw_
Owner's dome .� � ��� , �,. _ ,� (Ts Owner Phone Number s ''
� r
Owner's Address t t...5 ¢ 5 4. - C Ak . �' Owner Phone Number ��
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS t h" fr .. ;�. t .,. " .. LOT# E=
SUBDIVISION 41 1
3., "R°.1
PARCEL ID# .
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CCNSTR
ADMALT
=
SIGN DEMOLISH
�
INSTALL �
REPAIR
PROPOSED USE
SFR
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
DESCRIPTION OF WORK
`S
§
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g E
+�"�19...n�
"4 � `
p k
��'"Y. �p:,d P�Sw`'�Y �¢".��'� �i.a���#$���`,
BUILDING SIZE SQ FOOTAGE HEIGHT
BtJELC3iNG � „ a +^��
" VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL S AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS ] FLOOD ZONE AREA =YES NO
BUILDER COMPANY t �; ( �
SIGNATURE REGISTERED Y, N rc euRReN Y i N
Address License # � S t
ELECTRICIAN� COMPANY
SIGNATURE REGISTERED ;;;;
EEE eURREN Y 1 N
Address_._.__. ,,._.. License#......._._...._..�.�....._..._...._.._,_.�
PLUMBER � COMPANY
SIGNATURE 1EGISTEREC YI�I�11111EN Y t N
Address License #
MECHANICAL � � COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y (N� _
Address License #
OTHER COMPANY
SIGNATURE j RECISFEREo Y! N Fr E euRReN Y 1 N
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Flans, (1) set of Energy Forms: R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sto!mawater Plans wf Silt Fence Installed,
Sanitary Facilities A t dumpster; 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, Storrnwater Plans ey Silt Fence installed,
Sanitary Facilities & I 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 A Contractor sign back of application, notarized
It over $2500, a Notice of Commencement Is required. (A/C 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)
Parents if shingles Sewers Service Upgrades A/C Fences (Plot/Survey{Footage)
Driveways -Not ever Counter if on public roadways -needs ROW
26026 Meadow Breeze Lane
Leesburg FL 34748
To whom it may concern,
Kyle Serge is acting as Power of attorney for Florida Eco Electric LLC to pull
and pick up permits.
If you have any questions, don't hesitate to contact us at 352-460-0402
Thanks agal for your time!
A
j 6 Cosme Vega
lle/ctri'cal Contractor EC13011090
Kfelix@floridaecoelectric.com
352-460-0402
813-780-0020 City of Ziephyi 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 dead 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 [sea[ 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 contractorts) 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 properly licensed and is
not entitled to permitting 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 met 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 prior
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
Agriculture 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, WatertWastewater 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 Uhit-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 permit may be required for electrical work, plumbing, signs, wells, posts, 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 perinif 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 cornmenced. 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDAJURAT (F.S. 117,03)
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
Who is/are personally known to me or has/have produced
as identification.
Commission
Name of Notary typed, printed or stamped
um
to me or
as identification,
11-c— —Notary Public
Commission No,_,"_CN
Name . otery bped 4p'.4r w1mbf-ia—
sam
EMILY GAULN
Notary public • State 0'
commission e HIH 146—
Expires Jt-,
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Mo Coiddr,
through Nat are vote
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ADAM ARUCAS
A 36826 PRECITA TERRACE, ZEPHYRHILLS, FL 33542, USA
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36826 PRECITA TERRACE, ZEPHYRHILLS, FL 33542, USA
ONTRACTOR: EC 13011090
FLORIDA ECO ELECTRIC
FLOROA , % 413 E ALFRED CT. TAVARES, FL
32778
ELECTFkl
NO
3140 'IV KEN
'i #106, TAM� FL
CA"33343
91AMALL-
PROJECT INFORMATION
DISTRICTS
EOUNTY'. PASCO COUNTY
JURISDICTION: CITY OF ZEPHYRHILLS
DESIGN SPECS
WIND EXPOSURE: B
WIND SPEED (MPH): 140
SNOW LOAD (PSF)i 0
GOVERNING CODES
BUILDING: FBC 2020/ASCE 7-16
ELECTRICAL; NEC 2017
FIRE: FFPC, 7th ed. (2020)/NFPA, 1 2018 ed.
SYSTEM
SIZE (VWDC)- 9,75
# PANEL& 25
PANEL: CS3U-390
INVERTER(S): PWRCELL 7.6
VOLTAGE (V): 240
S G IT
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No 90605 111 ��D AT EE2
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14,22 1
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SHEET INDEX
COVER
LAYOUT
ATTACHMENT PLAN
ATTACHMENT DETAIL
STRUC DX[ASHEETS
LINE DIAGRAM
LABELS
ELEC DATASHEETS
'ER I DESCRIPTION
INITIAL ri DESIG'
Tol
Sol
spol-spxx
SAO' -SAxx
SD01-SDxx
E01
EL01
EDOI-EDxx
PAPER:
ARCHB
SCALE:
ITS
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IADAM ARUCAS
2_ 4 5 7 8
=INX, -INVERTER/COMBINER
[E] -POWER METER
ED-AC DISCONNECT
=Mp -MAIN PANEUDISC
36826 PRECITA TERRACE, ZEPHYRHILLS, FL 33542, USA
I
41,
CONTRACTOR, EC13011090
FLORIDA ECO ELECTRIC
FLORMA 413 E ALFRED ST TAVARES, FL
ECC 32778
ELECTL�
352-460-0402
19
3'
T
2r, 2e, 3
EXPOSED MODULE BOUNDARY
(0,5H = 10 FROM ROOF EDGE)
I I I I I I I I I
S G 177-,6,
DATE
No 90605 DATE
r1L1 4
STATE OF
3140 W EDY Bu\/
#106, ','3609
CA:33
m
-OTHER
ROOF 1
MEAN HEIGHT20'
MATERIAL: SHINGLE
SHAPE: HIP
ATTACHMENT (50) UNIRAC-FLASHLOC
RAIL: (164') UNIRAC-SIB-LIGHT
MAX POINT DEADLOA): 29 lbs
NIAX ANCHORLCADS -351 lbf
MIN SAFETY FACTOR: 2.28
FRAMING
RAFTERI'TRUSS SIZE: MIN 2X4
RAFTER/TRUSS SPACING: 24" OC
LABIR—Mi5i
MODULES: (25) CS3U-390
ARRAY AREA: 533 SQFT
�YSTIIM SUNIIIARY
GENERAL
1A EXISTING VENTS, SKYLIGHTS OR EXHAUST OUTLETS
SHALL NOT BE COVERED BY THE SOLAR PV SYSTEM,
1,2 MODULES SHALL NOT OVERHANG ANY RIDGE, HIP OR
ROOF EDGE..
1.3 CONTRACTOR SHALL NOTIFY EMI GINEERIDESIGDER OF
ANY CHANGES.
F
AN ANALYSIS OF THE ROOF CONSTRUCflON AT THE
REFERENCED PROPERTY WAS DONE AND IT HAS BEEN
DETERMINED THAT THE STRUCTURE IS ADEQUATE TO
SUPPORT THE ADDIflONAL_ SOLAR PV LOAD,
BASED ON OUR REVIEW, THE EXISTING MEMBERS COMPLY
WITH FBC 202SIASCE 7-16 DESIGN SPAN RATINGS WITH
SUFFICIENT CAPACITY TO SUPPORT THE NEW LOADS
IMPOSED BY THE PROPOSED SOLAR ARRAY,
THE SPECIFICATIONS SH(jWN IN THIS CONSTRUCTION PLAN
WERE DESIGNED PER FBC 2020iASCE 7-16 FOR A WIND SPEED
OF 140 MPH, EXPOSURE CATEGORY B FOR RISK CATEGORY fl
BUILDING AlffH 0 PSF SNOW LOAD.
[E4
'ER DESCRIPTION Sol
FJ INITIAL DESIGN
PAPER:
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ANCHOPAGE
SUPPORT
ATTACHMENT1
ANCHOR
RAIL
EXPOSED
jjQAf0_17 MMS)
NOM, SPAR 48"
B MAX EARN 48"
ISAX CANTILEVER 14"
UPLIFT iiROW Fur -4126 lot
#APICHORS 14
LOAD/'ANCHOR, Fa -277 Ild
TEST LOAD/ANCHOR -798 ito
SF 2,83
D;ST LOAD, Fed 2.75 psf
PONT LOAD, Fda 29,36 lbs
ROOF POCH, 7-2.'0 deg
PANEL 7NIZI: 02 Deg
MIN=
DOM SPAN 48'
MAX SPAN 48"
C MAX 13ANTiLEVER, 14"
LPLIFT;ROW. Fur -36,36 bf
#A,',i 0 H 0 A 8: 12
LOADIANCHOR, Fa -277 tbf
TEST LOAD/ANCHOR -798 V
SF 2.88
DD3T LOAD Fad 2,75 ps'
POINT LOAD Fda 29.36 lbs
ROOF PITCH 7-20 deg
RANIELTiLTO-2dea
M
a
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ZONE
PPESSURE (PSF)
UPLIFT FORCE (LBIF)
12 PANEL ID
CANTILEVER (IN)
11
ARRAY
MODULE
(25) CS3U-390
TOT A, L AREA,
533,14 SQFT
HARDWARE,
FAIL,
164"UNRAC-SM-LIGHT
ATTACHMENT
(50) UNIRAC-FLASHLOC
ANCHORAGE
RAFTERrTRUSS
SIZE,
MIN,2X4
SPACING
2411 GC
ROOF
MEAN HEIGHr
207
MKFERIAL
SHINGLP
SHAPE
HIP
GEOGRAPHY
E PGSURE CjkT
B
WIN[) SPEED
140 MPH
SNOIN LOAD
0 LSD
Z, h2e Z h2e Z h2e Z h2e Z h2e Z h2e Z h2e
P -28 psf P, -28 pot R -28 psi, P -25 psf P -28 psti P 28 Asf P -23 psf
,up -589 Ito Fop -589 lbf Fu ' D 589 ibf Pop -589 Ild Fun �589 11A Pop -58- lbf Frio -589;bf
GCp, -2.6 GCp -2.6 Gr-P, -2S GCp -2.66 GCp -2,6 GCp -Zly GCp -2,6
P -28 psf P -28 psf P -23 nor P 28 psf P -28 pal P: -23 psf
Fule -589 Ifn Pop, -589 lid Fup, -589 01 Fop -589 lip Frio, -589 Rd Fos -589 Ild
GCp -2.6 GCp: -2,6 GCp: -2E GCp -2.6 GCp -2_6 G-1p -2,6
EA D":; TIACIIIAENT PLAN JaHINGLE ROOF)
36826 PRECITA TERRACE, ZEPHYRHILLS, FL 33542, USA
M
19,151
S
aEAQL0AQCA1_Q
LOADS
Past = 501bs
Auchors = I 21bs
Rail 0.721Aoll
lArre; 1.6ftes/panal
DEADLOAD PER DOW,,, Far
Pj'r = fibe/panel'o,'parrela/row)
+
mks aJafpafke#"#panevar; flisfi
DIST DEADLOAD, Fdd
Fdd lirsf)
DEADLOAD PER ANCHOR, File
Fria = Far/bIarohors/row) (lbol
NCIS SPAN 46"
IMAX SRAN: 64"
MAX CANTILEVER 19'
UPUF 'FIRCOVs. Fur -1224 1AF
#ANCHORS 6
LOADIANICHOR, As -186 Ito
TEST LOAD/ANCHOR -798 OT
SF. 4,28
DIST LOAD, Add C75 psf
POINT LOAD. Fda AX36 lbs
ROOF PlIXil 7-20 deg
RANEL -f JLT 01-2 deg
MENNUMMM
MOM- SPAN 48'
MAX SPAN, 48'
MAX CATNTiLEVER 144
UPLIF'ORON Fu, -4420 lbf
IIANCHORS 12
10AWANCHOR, Fa -351 Is'
TEST LOADIANCHOR, -798 Jef
3F 2,28
DIST LOAD, Pop 2,75 Pat
POINT LOAD. I'da, 29,36 lee
ROOF PITCH, 7-20 deg
PANEL TILT: 02 deg
CONTRACTOR: EC13011090
FLORIDA ECO ELTr__-TR1C_
,A 413 E ALFRED ST. IrAVARES, FL
ECC 32778
ELECTRIC_,',"
N
IF
CRITERW
Panels Daralle! to root %u' race (vathtor 2 dpg)
Also height of papai above roof, h", & h2 OF
Alto pares gap of 0.25"
Min -edge ddeania 2*OZ
1 Jbio panel chord ie-ogth of & 7'
UPLIFT ON ONE PANEL Fop - P'A litft
Per ASCE 2.4, 25�,10.2 & 2SAA
P' Pass = (LiPp = A load area
UPLIFT PER RGRI Fur SUMi ' Fupl0)J-uP(ol) (lbd
Where FupDd:FupdA = loads earn first to last parsa in row
UPLIFT, PER ANCHOR. Fija = Rjo(#,vNCT10RS1R01irS 11bf)
LOAD PER ANCHOR, Pa = 0.6'Fda , Fua (Ibf)
SAFEPt FACTOR. SF --- Ftest/Fa
P -19 Per - 0 -19 psf P -19 psf
Fos: -408 Ibf Fjp 4018 Rd Fup. -408 V,
G0p -1.8 GCp: -IS GCp -1,8
7
8
...... ............ .. .
ZONES
VEt.0�',"'YP-,ESSUREO,,=0.0,25P,'Kz'Kz�'Kd'V,e'V'2-26(;b/sqftl
M I ('-stid
nXrher K a V-140
fl I (Ral)
P2 2 lFlat)
PRESSURE COEFFTC IENT GCp
13 3 (Flat)
F,cp Asn,-s per roch& zorre, 30.3-2A-i to 30,31 Asir = 5,33 sad
g, I iGable )
EXPOSURE FACTOR YE,
g2e, 2e (Gable)
AS -- 15 fa�i uplift loads on panels that are exposed and within a plate,
g2n, 2n (Gabble)
1,5Lp frorn thre end of a rwr at air expased cage mine arroy, YE = 1.0
g2r 2r (Gable)
,3 , 3'r (Gable)
apse .rare for uplift loads and far all down Bard loads as iflustriesid in, Fig,
gde 3e 'Goble)
29 4-7, A parrel rs denned as exposed if d! to the roof edge , 0,5h and
hi I (Hip)
one ofthe foilowng applies 1,dl to 1he adjacent array , may. (4rQ, 4 ft
h2r 2r (Hp)
(1.2,n) or 2, tit et file raot aidrerent panel; nias l4h2 4 ft (1,2hi),
h2e: 2e (Hip)
h3 3 (HjE)
PRESSURE EQUALIZATION FAC70R Ys
Y3 is given as 0.7 per SEAOC 5XXoAthhi2 = j' &. parcel gar -- u37"
Z, h2e 2, h2b Z. h2e 2 h2e Z h2e Z h2e
P -28 psf P -28 Ins", P -41 reef A -41 psf P -41 pal P, -28 pib
Pup -5yM lift Pup 689 11 A Fop: -884 lot Fup -884 lbf pup 884 to! Fop. -589 pX
GCp -2D GCp -2,6 GCp: -2.6 GCol, -2S GCp -2C GCp -2E
3 140 W�e')y BLVD 'r
#106, h0* �_-63609
RNMERIMM
NO10, SPAN 43"
MAX SPAN 64'
MAX CAN'TiLEVER, 119"
UPLIFVROP-t Fur -1224 lid
#ANCHORS: 6
LOAD/ANCHOR. ,Pa. -186 ibf
TEST LOADIANCHOP, -798 IV
SF 4.28
DIST LOAD, Fee: 2,75 fast
POINT LOAD Fee, 29,36 She
ROOF PITCH 7-20 deg
PANEL TILT: 0-2 deg
11%X111111111
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No 90605
ASTATE OF Z
/ 0
lel% . P
R I'D
A rl
z III
Z' III
P -19 Sol
A -1 ' 9 as,
A -19 psf
Fuls -408 lbf
Fop -403 lbf
Fup -408 1bf
G(Os-1,8
GCp -1A
GCp -T8
20
21
DATE BY IVET I DESCRIPTM
A .22 RG 00 'INITIAL DESIGN
Em
PAPER,
ARCHB
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0
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0
0
2 3 4
BOLT, 3/8-16" X 1"HEX SS NUT,
3/8-16' FLANGE SS
INJECT SEALANT UNTIL
IT EXITS BOTH VENTS
LAG BOLT
5/16" - 4-1/2" SS
MIN 3" EMBEDMENT
PLAN VIEW PERSPECTIVE VIEW
,031 ANCHOR DETAIL
36826 PRECITA TERRACE, ZEPHYRHILLS, FL 33542, USA
111
5
7771-1��
:IV MODULE
RAIL
LASHLOC
SHINGLE/COMP
MEMBRANE
ROOF DECK
MIN 2"X4'
TRUSS SUPPORT
ENDCLAMP
PV MODULE
RAIL.
II
END CLAMP FRONT
MIDCLAMP
PV MODULE
RAIL
MID CLAMP FRONT
6 7 8 9
GENERAL.
1A DESIGNED PER FBC2020/ASCE7-16 MINIMUM DESIGN LOADS
FOR BUILDING AND OTHER STRUCTURES.
1.2 CONTRACTOR IS RESPONSIBLE FOR INSTALLING PV MODULES,
RACKING & RACKING SUPPORTS IN ACCORDANCE WITH THE
MANUFACTURER INSTALLATION INSTRUCTIONS NOT SHOWN IN THIS
PLAN,
1,3 W1THDRAVJAL VALUES GIVEN PER NDS 2015 BASED ON SG OF 0.5
OR MANUFACTURER SUPPLIED 3RD PARTY UPLIFT TESTING REPORTS
WITH APPLICABLE SAFETY FACTORS.
1A ALL PENETRATIONS SHALL BE FLASHED OR SEALED IN A
MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND
ROOF USING ASTM C920 COMPLAINT SEALANT IN PILOT HOLES AND
AROUND FASTENERS.
1,5 THE SUPPORTING ROOF STRUCTURE SHALL BE CONVENTIONAL
WOOD FRAMED CONSTRUCTION WITH PRE-ENGINEERED TRUSSES
OR ROOF FRAMING MEMBERS AT A SPACING OF 24 IN MAXIMUM ON
CENTER,
1,6 EXISTING STRUCTURE IS ASSUMED TO BE IN COMPLIANCE WITH
APPLICABLE BUILDING CODES AT THE TIME OF CONSTRUCTION.
1,7 CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONDITION
CHANGES,
g�NQTES_
I--*— SEE INSTALL MANUAL
I
UNIRAC SOLARMOUNT LIGHT RAIL AND CLAMPS CS3U-390
& QLAMPa DETAIL �%WE DETAILS
CONTRACTOR1 EC13011090 No 90605 DATE BY VER
Z — N — FLORIDA EC O ELECTRIC 1.14.22 RC 70IITIALDESIGN
413 E ALFRED ST TAVARES, FL
STATE OF
32778 3140 W E BLVD
ELECTR'tr,/' 0
09
352-460-0402 33 ......
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ADAM ARUCAS I COOT ACTOR: C 1301100
F FLRIDAECC ELECTRIC
36826 PRECITA TERRACE, ZEPHYRHILL S, FL 33542, USA
.............
FLOROA 413 E ALFRED ST TAVARES. FL
EM" 32778
ELECTRIC'
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PRE -INSTALL
ST,'-,,,P 1; SECOME
fLA,�SH
STEP 2,' SEAL
No 90605 DATE
gi
GSTA 0 R ID
......... N
W
00 1 INITIAL. DESIGN
MNMNMM�
M
11
11
N
N
E
85
5MLT
SMLT
SMLT
SMLT
%ALT
SMLT
SMLT
SMLT
SMLT
Sm
Sm
Man
SMHD
90
SMLT
SMLT
SPALT
51012-1
SPALT
SAALT
SMLT
SMLT
SMJ
sm
Sm
Sm
SMHD
95
SMLT
SMLT
SMLT
SMLT
SMU
SMLT
SMLT
SloiJ
STALT
SM
SM
sm
SMHO
100
SPALT
SMLT
SPALT
SPALT
SPALT
SAALT
SMLT
SMLT
SMJ
SM
Sm
RG
SMHD
105
SMLT
SMU
SMLT
SMLT
STALT
SMLT
STALT
SW
SAALT'
SM
sm
sm
STWHO
110
SMLT
SMLT
SMLT
SisiLT
SMLT
SMLT
SMLT
STALT
SMLT
SPA
sm
SM
STAND
115
SPALT
SMLT
SMLT
SMLI
SMLT
SMLT
SMLT
SMJ
SMLT
sm
Sm
Sm
SMHD
1,2e 8 120
SMV
SMLT
SMLT
SMLT
SMLT
SAALT
SMJLT
SMLT
SMLT
SM
Sm
sm
SMHD
125
SAALT
SMLT
SMLT
SPALT
SIVILT
SMU
SMLT
SMLT
sm
Sm
sm
Sm,
SMHD
130
SMLT
SMLT
SPALT
SP14LT
SMLT
SMLT
SAALT
SPALT
S "A
SM
W
Sm
SMHD
140
SMLT
STALT
SHALT
SPILT
SMLT
SMLT
SMLT
SM
Sm
SIM
5141
Sm
SMHD
1510
SMLT
SMLT
SPILT
SMLT
STALT
SMLT
SMLT
Sm
Sivi
Sm
Sm
Sm
SVIHD
160
SMLT
SHALT
SMU
SAALT
SWT
Sli
Sm
Sm
Sof
sm
SM"D
WHD
SNIHD
170
SMLT
SMLT
SHALT
Shill-T
SMLT
Sm
SPA
SAAl
SM
SMHD
WHO
SMHD
WHO,
180
SHALT
SN4LT
SRAJ
SAALT
SMLT
SM
sm
SM
SIA
Well)
WHO
WHO
SSAHD
85
.SPALT
SALT
SAALT
SMLT
SAALT
SAALT
SMLT
SHALT
SPALT
Sm
sm
Slid
SRAHD
90
SMLT
SMU
SMJ
SWILT
SPALT
SMLT
SAALT
SPILT
SIIALT
Sm
did
Sm
SMHD
95
SMLT
SMLT'
SMLT
SPALT
SPALT'
Sl`ALT
SPALT
SPALT
SAALT
SM
sm
$let
SMHD
100
SALT
SMLT
SPALT
SIMLT
SPALT
SMLT
SMLT
SPALT
SMU
Sm
Sm
Sm
SNIND
105
SPALT
SPALT
SMLT
SPALT
SMLT
SHALT
SAALT
SMUT
SMLT
SM
Sea
AM
SMHD
110
5MLT'
SMLT
Gal
SMLT
SMLT
SMLT
SMLT
SMLT
Sm
Sm
sm
Sm
SMHD
115
SMLT
SMLT
SMLT
STALT
SPALT
giAur
SMLT
SPALT
Sm
sm
sm
sm
SMHD
0 2n,2r,3e 8 120
SMLT
SPALT
SPALT
SMLT
SHALT
SMLT
SMLT
SMLT
Sm
Sao
Sm
sm
SMHD
125
SPALT
SMU
SMLT
SM0
SMLT
SMLT
SPAT.','
Slid
sm
Sm
Sm
sm
5A4HD
130
SPALT
SPALT
SPILT
SPALT
RALT
SMLT
SMLT
SPA
sm
SM
Sm
SIMHD
SMHD
140
SPALT
SMLT
WIT
SPALT
SMLT
Shil
Sol
Sm
Sm
sm
SMHD
SMHD
SAAHD
150
SMLT
5S4LT
SPALT
SPALT
SPALT
sm
Sm
SPA
SM
STAND
SPARD
ShAHD
SMHD
160
SWT
SHALT
5MLT
SAALT
SML7
Spal
Sm
sm,
SRI
AddRadl*
AddRaV
Addfudl*
AMIRAP
170
SMLT
SMU
SMLT
SPALT
Sm
sm
Sm
SM
Add Rail*
Add Ralf*
AddRaH*
Add Rait*
AddR&i;*
ISO
SWILT
SPIRT'
SWILT
SMLT
SM,
Add Raul*
Addilail*
Add Rats*'
Add Raft*
Add Rail*
Ado{ Rail*
AddRaff*
Add Rail"
95
SAALT
SMLT
SMLT
SWILT
SMLT
SAALT
SMLT
SPILT
SMLT
sm
Sm
sm
SlMHD
90
SWT
SMLT
SMLT
5100
SPILT
SPALT
SMLT
SMLT
SHALT
SIM
Red
Sm
SMHD
95
SMLT
SPALT
SPALT
SMUT
SPALT
SMLT
SALT
SMLT
SMLT
Sm
IRS
SM
WHO
100
SMLT
SPALT
SPRIT
SMLT
SHALT
SMLT
SMLT
SIOLT
Smi:r
sm
Sm
Sm
SMHD
105
STALT
SIALT
SMLT
SWU
SMLT
SMLT
STALT
SMILT
Sm
sm
Sm
Sm
SMHD.
110
SAALT
SMLT
SMLT
SMLT
SMLT
SMLT
WLT
SPALT
Sim
sm
sm
Sm
SMHD
115
SWT
STALT
SMLT
SPALT
SMLT
SMLT
SMLT
Sm
Sm
sm
sm
sm
SMHD
3r a 120
SPALT
SMLT
SMLT
SMLT
SMLT
SPALT
SM13
SM
SM
SM
Sm
SMHD
SMHD
125
SPILT
SMLT
SMLT
SMLT
SMLT
SMLT
Sm
Sm
Sm
SPA
SMH{)
SMHD
Will)
130
SPALT
STALT
SMJ
SMLT
SS11LT
sm
SPA
sm
SPA
sm
SMHD
SMHD
SMHD
140
SPALT
SIVIT
SMLT
SMLT
SMLT
Sm
did
SPA
Sm
SMHD
Ski
SMHD
SMHD
150
SMLT
SMLT
SAALT
SMLT
Sm
Sm
Sm
Sm
SM
Addikail*
AddRaff'
Addidul'
Addiliall'
160
SMIJ
SILT
SMLT
SMLT
Sm
sm
SM
AddRag*
AddRaill
Add Hail*
Addftil*
AddRall
Aidsi
170
54ALT
5mcr
WIT
SPILT
SM
Additall'
Add Rail'
AddRad*
AddRag'
AddW*
Add Haft*
AndildiP
Add Rails
180
WILT
SAALT
SHALT
SM
AddRafi*
Addlinot'
AddPaV
AddRaill
Add RaP
Add Rai*
Add flmi-
Aid Raft*;
Add llafl-
Note: Rail spent are based or, ASCE 7-16, Building
Risk Cotwtar{ H, Roof Slope
of 9,46'us 18,43', Mean Roof Haight of 30 it, Seismic
Coefficient
Se = LSPro series mid
and end clacciss,
modules mounted parallel to roof surface with ularsitum, dimension
of 67 in, and
2 rails per row of
modules sunning
perpendicular
to tire roof slope attacried to L-feet
mounted on the up -
slope side of the rail. The installation of SolarMount
products is subject to the
requirements
in the Swartaloura
installation Guide.
oicate;' litease contact Urnrac commercial services
at coif merciatservtces@unirac.com
for design assistance,
36826 PRECITA TERRACE, ZEPHYRHILLS, FL 33542, USA
CONTRACTOR, EC13011090
FLORIDA ECO ELECTM
90
SPALT
SPILT
SMLT
SMLT
SPALT
SPALT
SMLT
SMU
SMLT SM sm, sm SMHD
95
SMLT
Sg4LT
SALT
SMLT
SMLT
SAALT
SMLT
SMLT
SMLT sm Sm, SRT SMHD
100
SMLT
SMLT
SMLT
SMLT
SIMLT
SALT
SMLT
SPALT
SMLT SM, sm Sm SMHD
105
SMLT
SMLT
5MLT
SMLT
SMLT
SWT
SMLT
SMLT
SM sm. SPA 5 M SMHD
110
SMLT
SMLT
SMLT
SMLT
SMLT
SMLT
SMLT
SMLT
sm sm sm SM STAND
115
SMLT
SMLT
SMLT
SMLT
SMLT
SALT
MALT
sm
sm sm SIR sm SkAHD
1,2e 8 120
SMLT
SMLT
SMLT
SMLT
9,41.71
SMLT
SMLT
sm
sm Slid sm sm SMHD
125
Sh,10
SMU
SMLT
SMLT
SIMLT
SMV
Still T
sm
5114 sm, sm sm SIOHD
130
SMLT
SMLT
SWILT
SMLT
SPILT
SPALT
SPA
sm
SIM sm SMHD Shill-ld SPOHD
140
SMLT
SMLT
SMLT
SMLT
SAALT
sm
sm
sm
SIM Solfili) SMHD STAND SMHD
150
SMLT
SMLT
SMLT
SMLT
SMU
sm
SIM
SM
Sea SAAHO SMHD SMHD 504HD
160
SPALT
SMLT
SMLT
SMLT
SMLT
sm
sm
sm
SWD SMHD SMHD SpAHD SM14D
170
SMU
SPILT
SPILT
SMV
sm
SM
Addflaff*
Add Rai;'
Addliatill Addiovl* Add?aV Add RAP Addwl
180
SMLT
SHALT
SMLT
SMLT
SM
Add Rail'
Add Rail*
Add Rail*
Add Rail* Add Rail' Add flaill Add RaP Add Rail*
95
SMLT
SMLT T
SMLT
SMLT
SMLT
SMLT
SMLT
dVd.T
SMLT sm sm sm, SMHD
90
SPALT
SMLT
SMLT
SMLT
SMLT
SMUT
SPILT
SMLT
sm sm sm sm SMHD
95
SMLT
I r111 LT
SMLT
SMLT
SMLT
SMLT
SMLT
SPALT
sm Sol sm sm, SMHD
100
WIT
SMLT
SMU
SMLT
SMLT
SPOILT
SMtT
SIM
SfA sm sm sm SMHD
105
SPALT
SMLT
SMLT
SPALT
SaALT
SMLT
SMLT
sm
sm sm sm WHO SMHD
110
SMLT
SPILT
SMV
SMLT
SAALT
SMLT
sm
sm
sm S f,11 SMHD SMHD SPAHR,
115
SPALT
WIT
SMLT
AWT
SMLT
sm
sm
sm
sm sm SMHD SMfif) SMHD
0 2n,Zr,3e 8 120
SMLT
SMLT
SMLT
SMLT
SPALT
sm
sm
sm
sm SMHD SMHD SM14D 511.11-11)
125
SMIJ
SMLT
SMLT
SMLT
SPALT
sm
sm
sm
sm Stahl) SMHD SSRHD SMHD
130
SMLT
SMOLT
SPILT T
5100
SPALT
SM
sm
sm
SM Add Rail* Add Rail*:. Add Rail* Add RaP
140
SMLT
SHALT
SIALI
SMLT
sm
Sm.,
SM
Add Rail'
Add Ra,'i* Add RaV Add flioll Add Rail' Add Poll*
150
SPALT
SPALT
SMLT
SMLT
SM
Addilaill
AddRaV
Addftil*
AddRaS* Add Rail' Add Rail* Add Rag* Add Rail*
160
SMLT
SMU
SALT
SSA
Add Rail'
Additall*
AddRaP
Add Rain*
AddRah` Add RaP AddRaill Addftii* AddRaP
170
SMLT
SPALT
SRA
SM
Add Rail*
AddRail'
AddRaS*
Add Rai{*
Acid Pail* Add fisal' Add Rail' AddRaP Add RaP
180
SMLT
SMU
SM
Add Rail*
Add Rail-
Add Rail'
Add Rail'
—do Rail*
Add RaP Add Rag' Add Rail" Add Raff" Add Rail'
95
SHALT
SMLT
SMLT
SAALT
SWT
SPALT
SWILT
SMLT
sm sm SIM sm SMHD
90
SHALT
SMLT
SfOLT
SAALT
WIT
SMLT
SMLT
SMLT
sm sm sm sm SMHD
95
SPALT
SHUT
SPOIJ
SMLT
SPALT
SMLT
SMELT
sm
She Sol SPA SMHD Shdil)
100
SPALT
SMLT
SM11
SMLT
SMLT
SMLT
sm
Ski
sm sm, SMHD SMHD SMHD
105
SMLT
SMLT
SMV
SMU
SPALT
sm
SM
sm
sm sm SMHD SMHD SKAHD
110
SMLT
SMLT
SPELT
SM0
SMUT
set
sm
sm
sm SMHD SMHD RAHD SMHD
115
SMLT
SPILT
SMLT
SPALT
SALT
sm
SM..sm
sm SMHD SMHD SMHD SMHD
3r a 120
SMLT
SPALT
SPALT
SMUT
SHALT
SSA
sm
sm
SM Add Rail* Add RaP Add RaR* Add Rail*
125
SPALT
SMLT
SHALT
SPALT
sm
sm
SM
sm
Add lorA* Add Rail' Add Rail' Add Rail* Add Raft.*:
130
SMLT
SHALT
SPALT
SaALT
SM
SM
SPA
Arlin Rail*
Add midl* Add Rail* Add Rail* Add Poll' Add RatV
140
SPALT
SPILT
Saocr
sm
SM
Paid Rail*
Add Rail'
Add RaP
Add RaP Add fuel" Add Paif* Add Rail* Add Rail.
150
SMV
SPALT
SPA
SM
Add RaP
Add Fail'
Add Rail*
Add Rail*
Add Rwfl* Add RaP Add Rail' Add Rail' Add Rail.
160
SPALT
StIALT
sm
SM
Add RaP
Add Rag'
Add Rail*
Add fogi*
Add Rail' Add Rail* Add Rail' Add Rail* Add PaA*
170
SILT'
SMLT*
SM*
Add Raill
Add Rail*
Add Rail-
AddRaii-
AddRaill
Acid Rai!* Add hail* Add Rail' AddRag* Add Titan*
180
S?`ALT*
SW
Ado Rail*
Addling'
Add flail"
Addlififill
Add Rail-
AddRaR*
AddRaP AddRad' AddRaHl Addfhal* Addiliell
Almou Rail scene are based on ASCE 7-16, Building Risk
Category ll,
Rod Sines of 9.46to
18-Vi fV4dJR"ytnjSht of 30 ft, Seismic Coefficient Re = 15,irro series mid and end clamps,
modules mounted parallel to roof surface
with up -slope comension of67 in,
and 2 railt%Arlow
o=-14qerpendk_uNr
to
the roof slope attached to L-feet mounted on the so -
slope side of the rail. The metaliation of Sroarlwount
products is subject
to
the rec;14?
l,
t
taosAr
culde,
Notin* Please Unirac
%ffiffi
contact cianimerdaiservices
N,
FL 413 E ALFRED ST"DWARES, FL
32778
EL CT
No 90605 DATE BY VEFRI, 00
101MM2
ffi
3140 W KE PG
ffi
Qz.
STATE OF
B
#106, TA
3334�
70
A
C,
I AL DESIGN
SPAN TAB LE-N on -Exposed
sm
-------------------------------- ------------------------------------------------------------------------------------------------------------
SPAN TABLE -Exposed
--------------------------------------------------------------------------------------------------------------------- -----------------------
a If , a,", IV A 11— s' - k%,
1111111110
m
GENERAL
1.1. CONTRACTOR IS RESPONSIBLE FOR COMPUYINGVATH FBC 2020/ASCE 7-16 AND NEC 2017
REQUIREMENTS AND EQUIPMENT INSTALLATION WSTRUCTIONS NOT SH01004 IN THIS PLAN,
1,2. CONDUCTOR TYPES SHALL MEET THE REQUIREMENTS SET FOURTH IN NEC 310,10 BASED
ON INSTALLATION LOCATION.
A 13, DIRECT -CUR RENT PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS INSIDE A BUILDING
SHALL BE CONTAINED IN METAL RACEWAYS 690.31 (G).
1A. ALL EQUIPMENTSHALL BE LISTED PER NEC 690.4(B),
1,5. CONDUCTOR S0NG IS BASED ON RACESVOYS NO" EXPOSED TO MIRECT SUNLIGHT, 10% OF
CIRCUIT LENGTH CAN BE EXPOSED DMECT SUNLIGHT UP TO 10FT, NEC 310,15(A)(2).
SYSTEM SPECIFIC
2,1, THE OUTPUT VOLTAGE OF THE POWER OPTIWERS ARE REGULATED BY THE INVERTER VT
380V AND ARE NOT IMPACTED BY THE NUMBER OF MODULES IN THE STRING, THE -CONTINUOUS
CURRENT OF A SINGLE STRING IS EQUAL TO THE MAXWUM OUTPUT CURRENT OF THE OPTIMIZER
OF 8A MULTIPLIED BY THE NUMBER OF OPTIMIZERS,
2.2, THE INVERTER IS EQUIPPEDVATH A RAPID SHUTDOVAN FEATURE WHICH CONFORMS TO
NEC 690.12THROUGH USE OF SNAP ITS DEVICES,
2-1 THE INVERTER IS NON-ISCILATED AND UNGROUNDED. NEITHER THE NEGATIVE NOR
POSITIVE CONDUCTOR iS GROUNDED AND HAS A COMMON AD AND DC EQUIPMENT GROUNDING
TERIAWAL THEREFORE NO DC GEC IS REQUIRED,
2.4, INTEGRATED DC DISCONNECT 3S PRO'VIDEDVRITH INVERTER,
2,5. UTILITY CONNECTION IS MADE ON LOAD SIDE OF SEWCE DISCONNECT IN ACCORDANCE
V0TH 705,12(8)(2)(3)(B) A 705,12(B)(2)(1)(B) (FEEDERS),
2.6, DC GROUND FAULT DETECTOR IS INVERTER INTEGRATED.
[270FBili�IZy INGS
5311—�-6-66LE RAf�Niss
GROUNDING
3A. ALL EQUiPM ENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF NEC
ARTICLES 250 & 690, INVERTER 1: PWRCELL 7.6
3.2, PV MODULES SHALL BE GROUNDED TO MOUNTING RAILS USING MODULE LUGS OR RACKING
INTEGRATED GROUNDING CLAMPS AS ALLOWED BY LOCAL JURISDICTION, EQUIPMENT STING A� 12 MODS
C GROUNDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE VATH NEC 250,120(C), opONS: 8: 13 MODS
33, EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORD TO NEC ARTICLE # MODULES "SITC 5RE llCIGAIE 11-P
"Z
60-0,45- AND BE A MINIMUM OF #10 AWG APHEN NOT EXPOSED TO DAMAGE, AND #6 AVA3 SHALL BE — POWER IBIS) 4 SIZING (A) —
USED Ed EN EXPOSED TO DAMAGE. 25 _J_12-8 25 136
11
L1 1 GENERAL NOTES
ij
1 7- TYPICAL SOURCE CIRCUIT
1 01 1-- 1 1 1 --
L---j
D8 -EECTRICAL Ll�E DIAGRAM
36826 PRECITIA TERRACE, ZEPHYRHILL S, FL 33542, USA
F-41—STRING OPTIONS
L--Li
PV UNK
— 06 NIC4 BRANCH
CONNECTOR
A
06 MODS
T R AN'S I T 1.0 N
Box
06 Nioris
07 MODS
mommmmulam
EGC BOND PON F
AT ROOF ARRAY
RACKING SYSTEM..
RE NOTE 32
EC 13011090
FLORIDA ECO ELECTRIC
413 E ALFRED CT, TAVARES, FL
32778
352-460-0402
INVERTER RATIN
memo=
INVERTER.. AAAVE I GENFRAC
lNVFffFER,'.M0D
_p'lipcell 18
1----TK 18 3VIHI
�VV
17 Vo'-' AGE �360-41L liNPOTIOUTPUT VOLTAGE 360-420 V
0 'p ItROUNDTRIP EFFICIENCY 196,5
'EaFt---
6 11 BATTERY RATINGS
R,4TEGRA TED CIRCUIT --A BREAKFRS
FS
FOA
3OArz x4
a,
3140 W KEWN'� BLVD
F L3
F,
#106,7 FL 3609
6 7 8 9
FEE;
--'-E0N0IJCT0R TEMP AMPACMY FGc
ADJUSTMEN I
WIRE RUN SIZE
V.P �p joHMS/KFT) LIEN #CONDUCTORS TFACTOR CONOWT TYPE RATING (C) (A) SIZE
777—Tc —
�Laox 10 le"o 1.24 ?-11 2 NA NONE PV VORE ##111 75 35 NA
B JSOX TO
PVC/P C/EMT
LINVERILR !8L, IL2L 24 �6 0.30 ?±HHILNEIT ` �RAJ-2_ #10 75_ 25 #17i
C. BATT TO
!NY—ERTFR i32 - 00 e G,77? '98 3 1 -00 PVC-jRAC/EMT T i-
HH,14/TlRR,4 -E 7� 50 4k10
D BKUP TO
MV 240 40 0,778 39 3 1,00 PVC/FMC/EMT�'�"IH'1,1,,r-,,iH',""Nll,-2 #8 75 !X) #10
FE
1L 1 N-2 #8 75 24� 2 1, CPIs jo PVC/FMC./ENIT 50 It,
CONDUCTOR SCHEDULE & VOLTAGE CALLS
j
PHASE L0, -KABLE FUSED AC',
DISCONNE(�'iT, MIN 40A, 240V
'All 40A, F US ES
EXIST, ING 200A 1 ' 2P/240V
NITR-MAIN PANEL
W/ 200A MOD
MIN #12,10 OU W/ #6 EGC
CXSO120RA3
TRANSFER SIPOTCH
LOAD-SIDEJAP
E:uP(A - ARIS �AP OR,
AI
RE 1407E#2.5
MINI12/0 CUR/I #6 EGC
EXISTING 1201240V
DISTRIBUTION
PANEL ',Afl 200A MCB
EXISTING
=GENl'R,ACC GROUNDING
ELECTROD )E
% S Gl'r)-e,
No 90605 DATE BY ER, DESCRIPTION
1.14.22 RC 60 INITIAL DESIGN
STATE OF
m
1 1 2 3 4 5 6 7 8 9
A ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND LOAD
SIDES MAY BE ENERGIZED IN THE
OPEN POSITION
NEC 690,13(B)
LOCATION(S) : 3, 4
0
N
NFPA 1 11, 122,13. NEC 690,31 (G)(3)
LOCATION(S): 1, 2
IN
E EIMIOM
NEC 690.54
LOCATION(S): 5
m
L01 LABELS
NFPA 1 11.12.2AA
LOCATION(S):4,5
f- ---,I
WMAXIMUM VOLTAGE 420 v
MAXIMUM CIRCUIT CURRENT -16 A
MAX RATED OUTPUT CURRENT OF 8
CHARGE CONTROLLER OR DC -DC A
ibtm
NEC 690,53
LOCATION(S): 3 (INV 1)
36826 PRECITA TERRACE, ZEPHYRHILLS, FL 33542, USA
ill
FLORIDA ECO ELECTRIC
352-460-0402
SYSTEM SERVICED BY:
NFPA. 1 11,122,1,5, NEC 690,56(8); 705A0
LOCATION(S)i 5
NFR4% 1 11,122AA,6, NEC 690,56(C)(3)
LOCATIION(S): 4
TURN RAPID
SHUTDOWN
SWITCH TOTHE
"OFF" POSITION TO
SHUT DOWN PSI
SYSTEM
AND REDUCE
SHOCK HAZARD IN
THE ARRAY
NFPA 1 11,122AAAA, NEC 69(i.56(C)(1)
LOCATION(S): 5
CONTRACTOR: EC 13011090
FLORIDA ECO ELECTRIC
FLORMA 413 E AL RED ST TAVARES, FL
ECC- 32778
ELECTR'tr,'
cfjl4a,Nz,' Oise "e-ttR
�AAof NU
GEGENERAL
1.1 LABEL MKFERIALS SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE
ENVIRONMENT, NEC 110,21(B)(3).
1.2 EXACT MATERIALS USED ARE SUBJECT TO THE REQUIREMENTS OF THE AUTHORITY
HAVING JURISDICTION,
13 LABELS SHALL BE A MINIMUM LETTER HEIGHT OF 3/8" AND PERMANENTLY AFFIXED,
1A LAJEE REFLECTIVE AND MEET THE REQUIREMENTS OF NFPA 1-11.12,2.1,1,2
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No 90605 DATE
3140 W K D
#106, T IAA
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Nominal Max, Power (Prnax)
380 W 385 YV 390 W 395 w 400 W
Cell Type
Morso-crystalline
Opt. Operating Voltage (Vmp)
40.0 V 40.2 V 40.4 V 40.6 V 40,8 V
Cell Arrangement
144 [2 X (12 X 6) ]
Opt. Operating Current (Imp)
9.50 A 9,58 V 9,66 A 9,73 A 9.81 A.
X992 X35 mrn
Dimensions2000
Open Circuit Voltage (Voc)
47.8 V 48.0 V 48.2 V 48,A V 48.6 V
(78.7 X39A X1,38 in)
Short Circuit Current (Isc)
isUl A 10.09 A 10.17 A10.25 A 1033 A
weight
22.5 kg (49.6 lbs)
Module Efficiency
19.2% 19.4% 19,7% 19.9 r 20.2%
Front Center
3.2 trim tempered glass
Operating Temperature
-40°C - +85°C
Anodized aluminicim alloy,
Frame
Max, System Voltage
1500V (IEC/UL) or 1000V (IEC/UL)
crossbar enhanced
TYPE 1 (UL 1703)
!-Box
iP68, 3 bypass diodes
Module Fire Performance
or Class C (iEC 61730)
Cable
4 mm' (IEC), 12 AWG (UL)
Max, Series Fuse Rating
30 A
Cable Lerta'tIa
Portrait: 400 Mrn (153 in) {+} t 280 Tarr. (11,0
Application Classification
Class A
(including Connector)
In) (-),, landscape:1250 rn (49.2 in);
eap-frog cornt@on: 1670 rmm (65.7 in)*
Power Tolerance
0 - 10 V
Connector
T4 series or H4 UTX or MC4-EV02
- Under Standard Teat Cond¢tons {STCl
of uradsance of rS o ; hn2, oteatf urt ,AM 15 and Ceti
Per Pallet
30 pieces
tempera[;;re o€ 25`C.
Per Container (40' HQ)
660 pieces
* Rx detAed 1" o,matrorx, picase
creract your la ai Canadian Solar saps and l achneal
r-epreaentwh, s .
Norninal Max. Power (Pmax) 283 IN 287 W 290 kV 294 Vd 298 Vd
Opt, Operating Voltage (Vmp) 37.2 V 37.A V 37.6 V 37.8 V 38.0 V
Opt. Operating Current (Imp) 7,60 A 7.66 A 7.72 A 7.78 A 7,84 A
Open Circuit Voltage (Vcr) 44,8 V 45.0 V 45.2 V 45A V 45,6 V
Temperature Coefficient (P ax) 0,36 % f °C
Short Circuit Current (Isc) 8,08 A 8.14 A 8,20 A 3.27 A 833 A
Temperature Coefficient (Voc) -0,29 % 1 IC
* Under €=iorrrirsz3 Nlotiu3e 4peruCvsg 7"orfas�era?s_y-e !fi#fi36%}. �rxaCfsarxre of 8E7�'3ftrrr�, `,Pr,�..'Crurss
AM '15, ambient temperature 201C, vaind speed t rats.
Temperature Coefficient (Isc) {. 05 % 1 °c
I
Nominal Module Operating Temperature 42 t 31C
E
* The scerix`icatwc , and key features corta4ied it U'rrs datasheez may de- lace sfighdy Prom
our actual pmdticts dace En the orl sgrr %q trrn.. vatk n ad product enhamer-t. Canacl`=-
Solar Inc, reeer"res the right to snake nscsssary adjustments to the infoa`mtkin dewribec, he -
rain rat arty time `d?ii}?"out confer natcE, i {East va Yindll y adWSaed that PV Modules sho#:d be
handleri And #nstai#ed by qualified people who curve prp$aavoral skAs and please case+`uily
read she salary rd imarAsin,x, se t- Cr-s ne o e using o.ur As modoies.
545 Speedvale Avenue West, Guelph, Ontario N1IC 1f6, Canada, arow.canadiansoiar.com, support@canadiansolar.com
May, 2020. A.; r ghts rsse oem PV Modulo PrOdUCt oatas!.»ez V5.59 _€N
ADAM ARUCAS
CONTRACTOR: E 13011090
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FLORIDA ECO ELECTRIC
36826 PRECITArTERRACE, ZEPHYRHILLS, FL 33542,
USA � ,.�� 413 E ALFRED ST TAVARES, FL
ECC 32773
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PROJECT ID: 111422-FEE-ARUCAS
2-460-0402
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