HomeMy WebLinkAbout20-1149 m '
i a .
n'�ofl o`e City of Zepf1yrhiiiS. PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001149-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 12/15/2020
Permit Type: Electric Service ReplacemenVll
rP,ropertyNumpert y: :� . - .� StleefAdd�ess. 4 ;
32 25 210100 01700 0040 7118 Boxer Round Place
ormFattoAV16" `-f
0�,,,wne��lnfn � �.,.� ,.;>��.P Ielrmitlnformation ,,,,, ��.� ���-�.�Contractnformation�;
Name: MICHELLE&THOMAS HOPPER Permit Type:Electric Service Replacement/M Contractor:TITAN'SOLAR POWER FL
Class of Work:Add/Alter Residential INC
Address: 7118 Boxer Round PI Building Valuation:$0.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$45,000.00
Phone: (813)867-9376 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$45,000.00 .
Total Fees:$397.50 / I
Amount Paid:$397.50
Date Paid:12/15/2020 12:49:42PM
iP,rojectDes$crption _. Aei"Vila"
,
INSTALLATION PV SOLAR ROOF MOUNT
Applicato
Electrical Plan Review Fee $132.50 Electrical Permit Fee $265.00
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.
"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 with your lender or an attorney
before recording your notice of commencement."
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.
CONTRACTOR SIGNATURE PE IT OFFICE
RMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
e13-7so-o020 City of Zephyrhills Permit Application Fax-813-7MOO21
Bu 0 ilding Depart/lent
Date Received '
[[[tttt 262 . 880 9742 '
Phone Contact for Permittin
t [[t�[ z'
Owners Name Tom Hopper- Owner Phone Number (813)867-9376
Owners Address 7118 boxer round pl ze h rhills FL 33540 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7118 boxer round pl zephyrhills FL 33540 LOT#
SUBDIVISION 1 PARCELID# 32-25-21-0100-01700-0040
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR Xe ADDIALT L_� SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM ® OTHER "s0 ar 7 V InSta ation
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK solar PV installation
BUILDING SIZE SO FOOTAGE l�—J HEIGHT
Tt'fi'C:L'iTCt't,'CS'�c'CTCY't"Cxv ravCV3mLT-c'V,x Cc't"'tz'C"c'VC7:"Lt't"tZiC'TLT7:'t'Lt'c m t'S'cT
=BUILDING $ VALUATION OF TOTAL UCTION 5000
=ELECTRICAL $ �U AMP SERVICE PR GRESS ENERGY = W.R.E.C.
=PLUMBING $ 1 ✓4`" —� 1
V�
=MECHANICAL $ VALUATION O INSTALLATiCO
09
=GAS = ROOFING 0 SPECIALTY OTHER (/_ e • _
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 1� ` {
BUILDER COMPANY
SIGNATURE REGISTERED Y CURREN ��(/N
Address License# J
ELECTRICIAN rTe� CID ANY Titan SOIar Power FL /
SIGNATURE ! � --~^ REGI RED I Y/N FEE CURREN I Y./N
Address N US 301 Thonotosassa FL 33592 License# EC13009924
PLUMBER CID MA NY
SIGNATURE REGISTERE YIN FEc EN YIN
Address License#
MECHANICAL COMPANY
SIGNATURE r REGISTERED Y I N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y"/'N FEE CURREN I Y/N
Address - -"" — " "" License#
[tt.tlasatatasaisat Bass aIstilaasstall goal Is Russell fola[aaatasattstoat
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 onsile,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 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 Gnsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&i dumpster.Site Work Permit for all new projects.Ail 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.(A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(far the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter If on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Departa1rit
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 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 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 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 I,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 appricant 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'SlOWNER'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"V"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 1 am the AGENT FOR THE OWNER,1 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,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.
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
WITH YOUR LENDER OR AN ATTORNEY'BF_FOR -RPEQRDING YOUR NOTICE oF,commENcEmENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR_�+
Subscribed and sworn to(or affirmed)before me this MI and sworn to(or affirmedi)qe�coo methis
by by {Lao 1'(tii l t eY
Who islare personally known to me or has/have produced Who Islare personally�i own"to me or haslhave.produced
as identification. � as identification,
e
Notary.POtiilc. NdtaryPu611e
Commission No, ommission•No,
Name of Notary typed,printed or stamped NXnW Notary type ,printed or stamped
.rrrrr, CORI DEE PORASIK i
Notary Public-State of Floridan
Commission # GG 310262
My CgmmisSion Expires
March 11, 2023
r
INSTR#20201 H2328 OR BK 10205 PG 2104 Page 1 of 1
10/29/2020 08:44 AM Rcpt:2220725 Rec:10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller
j5gS7 y��,
Pemvl No. Per.'IO No 32-25-21-0100-01700-0040
NOTICE OF COMMENCEMENT
State or Florida C—tyef Pasco
THE UNDERSIGNED hereby gives nob.that mpmwmenl mR be made to.daln real PropeM.and In ii—dan.rwm Chapter 713.Florida Salutes,
me f.ri eng eamoarKa is pmstlM In tha Noloe of CommeneemeA21-0100-01706-0040
1. Dosmprionot Properly.Pmcellden1rf�IKn No
s,rK,,,ddr_7118 boxer round pl zephyrhills FL 33540
2 GeneloeamrarmefImPro nt solar PV installation
3 O—er Inlormaton of Lessee ndbmiaticn d th1e�esseo.nbadad for the imine e m
Tom Hopper �(j(ta t�Deocc
7118 boxer round P1 7ephyrhflls FLM40 swe
Addreaa Ciy
Interest m Peopent,Owner
Name of Fee Simple Titleholder.
PI ddferenl ham OMrer tided above)
Address City State
4 Cona,.Titan Solar Power FL
17291 nNi Ie 2n1 ThonotoSassa EL 33592 state
Address CM
Contredoer Telephone No. 1855SAYSOLAR
s, sere"
Name
Address Loy Sore
Amrnmloreond S Telephone No.:
6, le dar.
Nano
Add—, Cey State
Le idees TdePhone No
T. Persons wthln the Store m Flords devgnated by rho oMrer uPm,Mom"'roes or dher doreanWs may be served es P—ded by
Section 71313fIN2x7),Florida Slaaee
Name
Address City slate
Telephone Number d Designated Person:
8 In adddon to t:msed,the"crier deeignetes of—
to n,_e a copy of me Uw Ws Notoe as provided m Seebon 713 t3(1)(b),Flonda Stables
Tdepho Number or Person or Enemy Desgmlcd byomen
g Expeauon data or Notoe of Commenoement(the e)Tbmlon dale may not be before the completion of. Inx:ion end final Payment Ile the
contactor,but w3 be one year from Me date of mWfdag wless a ddlmeal date a 6PPPM1ad):
WARNING TO OVMER.ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713.PART I.sFcnON71313.FLORIDA STATUTES.AND CAN
RESULT N YOUR PAYING TLMCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON 714E JOB BTAJN FINANCING.CONSULT
VJITH YOUR LENDER OR AN ATTORNEY BEFORE FORE OMMBEFORE MEENCINGTWORK OR RECORDING YOUR INSPECTION.IF YOU DNOTI TO CE OF COMMENCEMENT.
Un�r pe d ury.I edare Ihal I haw ratl the for Gh.of mnmte�rcemneM end tlul me fads staled mean am W o to me best
STATE OF FLORIDA
COUNTY OF PASCO
Signature of 0n or Lessee,or Ore7 or lessee's Avmomed
om.r/Onwan,Pannerfbtaa0er
n tah�i
Slgnaloiys Talc m
The foregouq r"Uummr was aGrmMedgad belwe rra dus day of 11CA .2020by��n(1 �•1- �G II/�y
UL✓'C/ ("of authority.a g.ofd.r,b'wia,anal mvyMfad)far
as , (name of Pay yun t Wes oxeemod).
Persoally Knosw[I DR Produ
ced ldentrbraton�n Notary Stip w. C / -
-^_—
TypeofldenbhrabonProduad L//L Name(Print)
nr JOSE DAVID VELEZ
Notary Public-State of Florida
3. Commission#GG 305477
My Commission Expires
wdztanosmoo.caranp"anomyco5304e February 25.2023
PROJECT DESCRIPTION
SYSTEM CAPACITY: 11.56 KW DC/10.0 KW AC
I ! NORTH
PV PANELS:(34)SIL-TITAN 340 NL(60 CELL)BY SILFAB
OPTIMIZERS: (34)P370 BY SOLAR EDGE
INVERTER:(1)SE 10000 H-US BY SOLAR EDGE
1 RACKING SYSTEM:CROSS RAIL 48-XL BY EVEREST
PROJECT INFORMATION
PROJECTLATITUDE 28.260898 MINAMBIENTTEMP L -1-C
PROJECT LONGITUDE -82225801 MAX AMBIENT TEMP 34-C
n9w4
_ I WIND EXPOSURE B
1111' AHJ ZEPHYHLLS MAX WIND SPEED 140 MPH
• 1
LOCATION MAP / WIND ZONES DRAWINGS INDEX
2 C-1 COVER SHEET
N.T.S C-2 SAFETY PLANS
E-I ONE LINE RISER DIAGRAM
E-2 SAFETY LABELS
O S-1 STRUCTURAL PLAN
a S-2 RACKING PLAN
+ m D-1 PV MODULES DATA SHEET
D-2 SMART MONITORING gAlA SHEET
D-3 INVERTER DATA SHEET
i m GENERAL NOTES
PER FL.STATUTE 377.705(REVISED 7/1/2017),I RAFAEL A.GONZALEZ
.l SOTO, P.E.83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
• - . 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
COMPONENTS ARE DESIGNED AND APPROVED USING THE
_.`y' „�, STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
FLORIDA BUILDING CODE.
' „ , , Y
APPLICABLE CODES:2017 FLORIDA BUILDING CODE 6TH,ASCE 7-10
' MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES,
7 -• - m
! NEC 2014 ELECTRICAL CODE
m
ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND
ti 4 -- - - • GABLE RESIDENTIAL ROOFS,CONSIDERING FROM A 7'TO A MAXIMUM
27° (2112 TO A MAXIMUM 6112 PITCH ROOF IN SCHEDULE. ALL
ED
IRRADIANCE MAP RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0"MEAN ROOF HEIGHT.
} ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,
NTS. AND
IS RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
Y n } INSTALLED AND SEALED PER 2017 FLORIDA BUILDING CODE OR
j
- i LOCAL GOVERNING CODE.
s •s _ ? ALL WRING METHODS AND INSTALLATION PRACTICES SHALL
CONFORM TO THE NATIONAL ELECTRICAL CODE(NEC)2014, LOCAL
'c`' STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
e�'� = i7�s' SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
s:'
1 �� _ _ � �, •EXISTING ELECTRICAL METER CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
11 1111 1 \ '-PV DISCO TORQUED PER DEVICE LISTING, OR MANUFACTURERS
_
• ii PV STRING INVERTER#1 Ill! f� �+ RECOMMENDATIONS.NON-CURRENT CARRYING METAL PARTS SHALL
��, /' ALL WORK SHALL COMPLY WITH p BCFAI-I��I�FA,FOR PROPER GROUNDING.
-sU- - �� p, GONZA ,/�� CODES FLORIDA BUILDING CODEI REQUIRED SAFE SIGNS AND LABELS SHALL BE PERMANENTLY
` I11II!1II . � F f'%GENS NATIONAL ELECTRIC CODE,
ATTACHED BY ADHESIVE,OR OTHER MECHANICAL MEANS,LABELS
AND THE CITY OF ZEPHYRHILLS APPLICABLE STATE AND LOCALCODEOS.SEE LABELS AD MARKING
- Q y • No. 83104 PI OR 4AE�6 F PAGE FOR MORE INFORMATION.
y �s_ 7C , RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
_ _ '_•
MANUFACTURERS INSTRUCTION SPEC'S,INCLUDING ALL GROUNDING
- �� = WEER CLIPS,GROUND LUGS,AND RAIL SPLICE KITS FOR ELECTRICAL
A CONTINUITY.
0 ' ` VSTATEOF ((/ �
3D RENDERING ROOF PLAN VIEW / BOS LOCATION ...... M . DESI SBASEDON ESSUREWINDLOA LCULAT D USING
• i��sS , �OR1� ,• ��\\\ REVIEW DATE4 B ,o EQ�ATGo OI6Dt.ALL NO ESSINAFGURES ASCE 7O10 O14C�1
NT.S. N.T.S. ',//TONAL ��� CITY OF ZEPI-IYRHII D 30.4-2(A,B AND
S /67C)
HAVE
FEE
VEBN INCORPORATED. MEAN ROOF
PLAN EXAMINER G MUT BE LD
_
ISSUED FOR PERMIT 10-28-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
REV DESCRIPTION DATE TOM HOPPER
ENGIPARTNERS, LLC Digitallysigne TITAN SOLAR POWER FL COVER SHEET
C.A.32661 =mot�,G cn7q�FZ.,
�wsp-s by Rafael A 12221 N US HIGHWAY 301 PROJECT ADDRESS:T T A N
255 GIRALDA AVE = tq.ax;ca `=GOnZd Gonzalez Soto 7118 BOXER ROUND PL
CORAL GABLES,FL 33134 ;*;(rye; { * THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
sTnTE Date: S 0 L A R P O W E R ENG.RAFAELA.GONZALEZ SOTO,PE C-1
:0 (ORICP.i'- 2020.10.29 DESIGN@ENGIPARTNERS.COM (813)982-9001
„SS/oNA�EH�,,." PARCEL NUMBER: 1S P57472 1 OF 9
•,,,,,,,,,,,,,, 09:16:13-04'0 32-25-21-0100-01700-0040 DATE: SHEETS:
786-393-4740 #EC13008093 10-27-202a
NORTH
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iiTiiiiiiiiiIk
\•.\\
\ EXISTl[•:Y3 EI..ECTRiCAL 1JIE7ER
PV DISCONNECT
PV STRINGINVERTER#1 LOCATION OF NEAREST URGENT CARE FACILITY
\\\��,` NAME:
` \ (li'. CENSF tS'O<i ADDRESS:
PHONE NUMBER:
No. 83104 O
-NOTES:
w.J)c 1j : 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME
ED � O S A 4/ 2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST
SAFETY PLAN ,�� ..•FLORIDP`. �� URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
N.T.S. �� �, a
ISSUED FOR PERMIT 10-28-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
TOM HOPPER
REV DESCRIPTION DATE SAFETY PLAN
ENGIPARTNERS, LLC TITAN SOLAR POWER FL
coxz Digitally signe PROJECT ADDRESS:
C.A.32661 "�;"'�ss a/E�' by Rafael zl A 12221 N US HIGHWAY 301 f[�
255 GIRALDA AVE o�'" - 7118 BOXER ROUND PL
CORAL GABLES,FL 33134 '*: /4 '*a cGOnZale2 SoiO THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: /�-' - c Date: S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE C-2
- DESIGN@ENGIPARTNERS.COM o'F£9aio , 2020.10.29 (813)982-9001 TSP57472 - -
'�`�S/�Nxl fN�.•" PARCEL NUMBER: DATE: SHEETS:
786-393-4740 09:16:22-04'00 #EC13008093 10-27-2020 2 O F 9
32-25-21-0100-01700-0040
WIRE SIZES, QUANTITY&TYPE RACEWAY SIZE,TYPE, LOCATION&INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
125%OF WIRE DE-RATED CALCULATION
CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT MIN VOLTAGE CONDUIT
WIRE TAG QTY.SIZE&TYPE QTY. SIZE&TYPE QTY.SIZE&TYPE SIZE&TYPE LOCATION ABOVE ROOF CURRENT OUTPUT OCPD WIRE AMBIENT #OF FINAL DIST. VOLTAGE DROP% FILL%
CURRRENT RATING TEMP COND. AMPACITY
DC(BEFORE JB) jj#i0 AWG PV WIRE N/A (1)#8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2"TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 1 =30.4 A 10 FT. 350V 0.11% 6.4%
DC(AFTER JB) (6)#10 AWG THWN-2 N/A (1)#8 AWG THWN-2 3/4"EMT CONDUIT ABOVE ROOF 1/2"TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 0.8=24.3 A 20 FT. 350V 0.21% 8.1%
AC(INVERTER TO METER) (2)#6 AWG THWN-2 (1)#6AWG THWN-2 (1)#8 AWG THWN-2 3/4"EMT CONDUIT EXTERIOR WALL "N/A" 42A 52.5A 60A 55A X 0.76 X 1 =41.8 A 5 FT. 240V 0.1% 7.7%
STRING#1 A1.1 12.
A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11 A1.12__ __ __ __ __ __ __ __ __ ___ EXISTING UNDERGROUND
SERVICE
STRING#2 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A2.10 A2.11 240V/120V 200A BUS BAR
ere 3#2/0 THWN-2
+. 5 10 INVERTER TOTAL OUTPUT: 42A
4
2 3 SAFETY.RATING (125°/0): 52.5A
TOTAL PV SYSTEM OCPD: 60A
5 $ 9 )15OA
�j UNFUSED oA GOA MAIN BREAKER RATING: 150A
STRING#3 A3.1 A3.2A3.9 A3.10 A3.11 BUS BAR RATING: 200A
1 NEMA3R = //// 120/D BACKFEED RATING. 90A
+ ,-_1 r 7-- 1 -J L-•-= �--�� 1 R THWN
GROUND
ONE LINE RISER DIAGRAM
N.T.S.
`�,A��lilrrr►r,,,�
LEGEND: ____
4
2#10 PV WIRE
(34)SIL-TITAN 340 NL(60 CELL)BY SILFAB 2 1 #8 BARE WIRE GROUND NSF
REFER TO D1 SHEET 3 NEMA3R JUNCTION BOX , tgO. 834 O-
- - 3/4"EMT CONDUIT : O
6#10 THWN 2 2#6 L1,L2 THWN-2 1 #8 TWHN-2 GROUND *I(
4 1 #8 THWN 2 GROUND 5SE10000H-US BY SOLAREDGE-REFER TO D-3 SHEET 6 1 #6 THWN-2 NEUTRAL 3/4"EMT CONDUIT �� • ' d' /I/J
3/4"EMT CONDUIT Sr •
ArEe O (V`
7 PV SYSTEM DISCONNECT 8 1 #6 THWN-2 NEUTRAL 2#6 L1,L2 THWN-2 3/4"EMT CONDUIT 9 PV INTERCONNECTION POINT �l�tP ���IDA .• ' ���
♦ S ••• ����
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10
UTILITY ELECTRICAL SERVICE ♦♦Z` a I�NG\``
ISSUED FOR PERMIT 10-28-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL TOM HOPPER
Digitally signe PROJECT ADDRESS: ONE LINE RISER DIAGRAM
C.A.32661 LDAA "°o-G"'A<F•., 12221 N US HIGHWAY 301 ` • ` ,
255 GIRALDA AVE *•S;E"se. A= by Rafdel A •lhl„_ !N, 7118 BOXER ROUND PL
:. ,�:g;Gonzalez Soto
CORAL GABLES,FL 33134 `*?%r -.Na: THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
�•srrrei�F Date: S 0 L A R P 0 W E R
ENG.RAFAEL A.GONZALEZ SOTO,PE E-
1
DESIGN@ENGIPARTNERS.COM ,9�,`.;zonig<�'��;'2020.10.29 (813)982-9001 - TSP57472
Fs�;";"EN��,.•` rPXRCEL NUMBER
aoa+ „ DATE: SHEETS: 3 OF 9
786-393-4740 „� 09:16:31-04'0 #EC1300 32-25-21-0100-01700-0040 8093 10-27-2°20
INVERTER#1
WARNING
LABEL LOCATION:
: WARNING DUAL POWERSOURCE POINT OF
PHOTOVOLTAIC SYSMC1C)T IS BACKFE J
INTERCONNECTION
ELECTRICAL SHOCK HAZARD -> 15 AMPS LABEL LOCATION: �- PER CODE: NEC 690.64
DO NOT TOUCH TERMINALS LABEL LOCATION: INVERTER NEC 705.12(D)(4)
TERMINALS ON BOTH LINE AND AC DISCONNECT, , , 500 VOLTS .
POINT OF INTERCONNECTION - -• t PER CODE: NEC 690,52
LOAD SIDES MAY BE ENERGIZED PER CODE: NEC 690.17(E) s 480 VDC ,. LABEL LOCATION:
IN THE OPEN POSITION , ° + 42AMPs IN RT CONWARNING POINT OF
--� INTERCONNECTION
RELOCATE THIS OVERCURRENT DEVICE PER CODE: NEC 690.64
NEC 705.12(D)(4)
• • • LABEL LOCATION: L CAUTION MAINS SERVICE PANEL
ING • -• LABEL LOCATION:
42A AC DISCONNECT
• a, e 240V PER CODE: NEC 690.54 [__PHOTOVOLTAIC SYSTEM CIRCUIT IS BAGKFED PER CODE: NEC 705.10
NEC 690.45(B)(5)
ELECTRICAL SHOCK HAZARD
LABEL LOCATION:
IF A GROUND FAULT IS INDICATED INVERTER
LABEL LOCATION:
NORMALLY GROUNDED CONDUCTORS PER CODE: NEC 690.05(C) POINT OF
MAY BE UNGROUNDED AND ENERGIZED '
INTERCONNECTION
PER CODE:
LABEL LOCATION:
NEC 690.33(E)(2)
AC DISCONNECT
■ POINT OF INTERCONNECTION LABEL LOCATION:
PER CODE: NEC 690.58(C) DC DISCONNECT
PER CODE:NEC 690.14(C)(2),
LABEL LOCATION: i NEC 690.53
TURN OFF PHOTVOLTAIC AC DISCONNECT, MAIN PANEL
PER CODE: NEC 110.27(C)
AC DISCONNECT PRIOR TO OSHA 1910.145( (7)
WORKING INSIDE PANEL CAUTION: SOLAR ELECTRIC
SYSTEM CONNECTED
LABEL LOCATION: LABEL LOCATION:POINT OF INTERCONNECTION
/ '� AC DISCONNECT PER CODE: NEC 690.15, NEC 690.13(B)
1"'� NING
PER CODE: NEC 690.54
ELECTRICAL SHOCK HAZARD LABEL LOCATION:
DC DISCONNECT, INVERTER �iti►r II rrr��,
THE DC CONDUCTORS OF THIS PER CODE: NEC 690.35(F) >'►�b�� �� 4,
PHOTOVOLTAIC SYSTEM ARE UNGROUNDED � ;•°�,�el�r� , �•, �����
AND MAY BE ENERGIZED
I® ID A ' " Ho. 831O4
PV SAFETY LABELS DATA ' '� ' • �co��oP ' � �
N.TS. LABEL LOCATION:
MAIN SERVICES DISCONNECT, DC CONDUIT
PER CODE: NEC 690.31 (E)(3)
ISSUED FOR PERMIT 10-28-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOCO CUSTOMER: SHEET NAME:
REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL TOM HOPPER
Digitally signe PROJECT ADDRESS: SAFETY LABELS
C.A.32661 -,,p"P.aaxzaFl., 12221 N US HIGHWAY 301 T T A N
:.JcexsF..,00_byRafaelA
255 GIRALDA AVE -T aaEna -GonZaIeZ SDtO 7118 BOXER ROUND PL
CORAL GABLES,FL 33134 *=�cri.�,y.,,,�lS(r°*? THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: LENGINEER OF RECORD: SHEET TITLE:
— - :�s=•;°.&l _Date: S 0 L A R P O W E R E-2
RAFAEL A.GONZALEZ SOTO,PEDESIGN@ENGIPARTNERS.COM .po'`�oa�o!:����2020.10.29 (813)982-9001 TSP57472 PARCEL NUMBER: SHEETS:
09:16:40-04'0786-393-4740 #EC1300809332-25-21-0100-01700-0040 20204 OF 9
ULTIMATE WIND SPEED 140 mph
NOMINAL WIND SPEED 137 mph
RISK CATEGORY II
EXPOSURE CATEGORY B
ROOF SLOPE 25
13 ROOF TYPE HIPPED
' 16 I PRESSURE ZONE: 1&2
MEAN ROOF HEIGHT: 17.4
i 3 PERIMETER WIDTH: 4.4
NORTH 4'-4,- 0.85
KZT 1
KZ 0.85
VELOCITY PRESSURE(q)=0.00256*K K V
N VELOCITY PRESSURE(ASD) 17.17
EXTERNAL PRESSURE COEFFICIENT Z1 0.5 -0.9
EXTERNAL PRESSURE COEFFICIENT Z2 0.5 -1.7
EXTERNAL PRESSURE COEFFICIENT Z3 0.5 -2.6
INTERNAL PRESSURE COEFFICIENT 0.18
ZONES PRESSURES MAX. MAX.
(PSF) SPAN(FT) CANTILEVER(IN)
1 -18.54 6' 24"
2 -32.28 4' 16"
3 -47.73 N/A NIA
"p TOTAL ROOF AREA 2706 s .-ft
m TOTAL MODULES: 34
TOTAL PHOTOVOLTAIC AREA: 622.36 s-ft
.< WIND LOAD(PSF): 32.28
TOTAL WIND LOAD(LBS): 20 089.65
TOTAL ROOF MOUNTS: 68
m TENSION FORCE PER MOUNT(LBS): 295.44
O :
D BS OBS-
LEGEND & SYMBOLS
Z •q [ i, � . , OBS ROOF OBSTRUCTIONS
ARRAY#
rA ` A3.11 xxx MODULE#
H . __. I _ : r . STRING#
m
m I I II, PV MODULES
Y
=t ROOF MOUNTS & RAIL
TRUSSES OR RAFTERS
-- i 1 N ROOFSL OPE
a a [ a
A7.1 r 3 OBS- . Y : d A1.12
UL 1703 CERTIFIED
1 MAX.PV MODULE SURFACE LOAD:83.5 psf
i APPLIED WIND LOAD:32.28 psf
...- --- \_WOOD
NOTES:
SOLAR MODULE -INSTALL MIN CLAMPS BATWSEN
PV STRING INVERTERROOF MOUNTS -THE RAIL EXTENDSA MINIMUM QQF " SIL-TITAN 80g" MODULES AND ENDS CLAMPS AT THE
ARRAY A TRUSSES/RAFTERS TYP.SEE 2 1 'FROM THE EDGE OF THE mb1�LE #�'! 340 NL I END OF EACH ROW OF MODULES.
PV DISCONNECT LOCATION-INSTALLER LOCATED TRUSST -CENTER - - ` 1// (60 CELL) I
OF ROOF -TYP. G Z4 // E -ALUMINUM RAILS SHOULD ALWAYS BE
TILT-25° MUST VERIFY IN FIELD �� p.••....... 4•� /i
EXISTING ELECTRIC METER � � i SUPPORTED BY MORE THAN ONE
AZIMUTH=180°(S) �CEN$ ��
Q. �, F '.•S I FOOTING ON BOTH SIDES OF THE
�( Q
SPLICE.
No. 83104 Q
* _______________________ ( iô'
STATE
STRUCTURAL ROOF PLAN & PV MODULES LAYOUT o � 'f 7 SOLAR MODULE
N.T.S. �i�S •••....•-• C9 �� ��//) N.T.S.'
//'S`®iYA_•��`\ ISYSTEMCAPALTR.11.98KWDC110.0KWAC
ISSUED FOR PERMIT 10-28-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: ''flit I SHEET NAME:
TOM HOPPER
REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL
•°'"coniA" Digitally signed PROJECTADDRESS: STRUCTURAL PLAN
C.A.32661 Si 7 .; by Rafael A 12221 N US HIGHWAY 301 T I T A N
255 GIRALDA AVE Soto' s 'Gonzalez 7118 BOXER ROUND PL
CORAL GABLES,FL 33134 *::.�:!�s5G.fii`�k'= THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:Date: S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE Sq-1
DESIGN@ENGIPARTNERS.COM 2020.10.29 (813)982-9001 — TSP57472
"'•.,SSoxn�EN PARCEL NUMBER: DATE: SHEETS:
09:16:53-04'00'
786-393-4740 #EC13008093 32-25-21-0100-01700-0040 10-27-2020 5 OF 9
CrossRall End Clamp L-Foot CrossRail Mid Clamp • 7
CrossRail4 XL ---- ------- — — --- tPatch
1 , r�. 'I
All Season Asphal
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Mechanical Properties irta seP n
t..fem4 i. J3 3 -me
t4no'w R•sesa^.•q*yd' :-:.. A C L a}_ t.
YMd3,agtR ✓••• w_' \/mot, �; H,.Fi':x+^'4 Gaw,Paream NPa°vu.xs tin->•r va a.Lm b,n w�..: vM.
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Section Properties i— P
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Technical data
_— Technical data Technical data ..> ,.,_..:
wa--
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.+• ..:_a-m..;:r ".A:". :.-a: �„ rwvwgq
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• :r.:9n;cl �/F,s.p, ZS n9•IfuAnYK c., L v f - asn-ir,n1
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.,.. .+. x , ., ..... �., ..-z..�.,.. �• G..d.vcibecn.P�wO.��ssa99T.mPe.Fbnd°35e)s-stns
....._ ._.. ...-._._—.__..—._--...._.....___a-_. Pnwr:te,i 309-atol
w.m.9+9reupxryxem vn -- w..Y.x..:.,, r. a .-, ! ..<..-_.R,• �,..®r.,.--,.-e+,w L e„
SPAN TABLE FOR RT MINI ANCHORAGE SYSTEM
CROSSRAIL END CLAMP Om6 1 96 96 96 96 96 96 89 78 l(1 1,
C 75o 2P 1 46 96 96 96 96 96 93 82 73 \\ G ,t� 11/,
LAG BOLT >< 2 96 95 87 74 63 55 48 L. 38 `\ A 0 NZ• [� �'
�1`' DENS C`�S -
oc 2 96 9; 96 96 86 75 66 1s 52 < -.- • 6
FLASHING aces 1 96 96 96 96 96 90 78 68 60 ! • O
0 Z 93 04 77 6a 55 47 43 % 32 '
N'(HPEXIST.2X WD. Is 7m27 1 96 96 96 96 96 93 82 72 64 � No• 83104 • _
tYa a 2 92 84 77 65 56 4• 42 37 33��N6 TRUSSESOR 1 96 96 96 96 go 1 5RAFTERS 7�nnllATTACHMENTDIAGRAM2ROWS 61�Owv ° ' r am6 96 96 96 96 s6 96 9s s6 sr lW�2°p Lii
3 96 96 OF1 96 96 96 96 96 96 96 96 96 % • TAT .'• B CD s 295 96 96 95 96 94 Fla 72 wLi !(+ '•.•FLORV0 ` s� • •PLACE B0LT1/4"SS18-8BOLT ��1 ATC.L.OF D9 % gs % 96 96 96 96 89 �jf114"SS SERRATED FLANGE NUTP EO. EO. N TRUSS RLAG BOLT PULL OUT CALCULATIONS � '�� IiiV' tnnn Spruce,Pine, Per inch Thread Depth 2661bs
SECTION "A-A" SS Lag Bolt 5/16"x4" Min.Thread Depth 03"
N.T.S. 266 lbs.x 3 in=798 lbs.EVEREST CROSS RAIL(48-XL VERSEALANT Allowable Pull Out Strength per Lag Bolt 798 lbs(� FLUSH MOUNT SYSTEM SPAN TABLE(inches) Max.Pull Out Strength Required per Lag Bolt 295.44
Vl J 60 CELLS PORTRAIT OR LANDSCAPE Lag Bolt Pull Out Strength Safety Factor 2-7DEngineeredtoASTM01761:w. P� �,.,..>,•,.,, -L-FOOT -- simwsnts ___DI_resionsim__(mm)-___--__--" 'ro ) 1.Determine localion for the Mount on roof n in tical roof lumber ASD withdrawal]capacities IbsRTaMlNBK ROOF WIND GROUND SNOW:0 psf La Screw Installation Guidelines Uni-Rac Specs.Laa�pull-outSLOPE SPEED ZONE1 ZONE2 ZONE3 y
w: drilling through the center of truss from bottom with
(degs) (mph) Inches inches Inches 5/32"d llbt. STAINLESS STEEL Lag screw specifications
' , 1stlation 2X4 RAFTERS 24' O.C. 110 96 89 ,°°' undedayment.Moundng holes should becentered 5w,",°Ibm m Specific /6"shagRT MINI9 9 �.9 115 96 86 74 onthetrusses.
wi�.A"" " " �A ' 120 96 84 70 3.Drill15164pilothole. gravity per inch thread depth
SEE DATA SHEET ABOVEr3' `' .b 4.Apply sealant to bottom of MountP ASPHALT z a ro:a _ �Q �0__ 5.Place Mount over roof undedaymentwith holes Douglas Fir,Larch 050 2e6SHINGLES a�9� w off 7°-27° 140 91 73 60 inroofFlWble Rasmng /- '�: 6.Apply sealantto bttm ofMount apply sealant Douglas Fir,South 046 235
.v..n,l n,°,:,r x.nnr: �'' %`>^ T51] 68 5 to lag screws and fasten Mount securely to
EØ
5/16"SS LAG BOLT Qi` / R trusses. Engelman Spruce,Lodgepole Pine 0.46 235
�! Deck installation 160 93 64 53 ddtil sealantto to assembl to be (MSR1650f&hi herE MOUNTTO EXISTING5/16"SS FENDER WASHER _ p y g )
DERLAYMENT WITH RO170 80 50 49 sure all pe¢ ' � 180 75 57 48 ASCE)4a Vebrt Precwre Hem Fr Redwood(closegrain) 043 212 AND MEMBRANE =999 9 G,Ka°=mmr.a..nren ,ncx w9:.rprool a
re. Hem,Fir(North) 0.46 235 �Y
�� �� / _'___ nsce r.,o.<,«�nr 0erelu. meen,aN nf,9n,lmn Southern Pine 0.55 307 -C-r3
%1 w<,.a Lm°•"re.om"re cxmci.r
/.. Notes:(1)Thread must be embedded in the side grain of a Tmsses or other structural � , ,„° ��
<' } member integral with the building structure. p,,;b��1 no.rove r-,9,reP.mr.me b.."9.nan..,° Spruce,Pine,Fir 0.42 205
(2) Lag Bolts must be located in the middle third of the structural member. ,,.ra P•
n"•mil (3) These values are not valid forwet services.
ran9�-,m7a �ba�., cr.v.o=a n=`snPsa9: Spruce.Pine,Fir
SHINGLE ROOF MOUNT DETAIL & DATA (4) This table does not include shear capac ties.If necessary,contact a local engineer to �9. (E of 2 million psi and higher spec ry lag bolt size with regard to shear forces. " , , n°"" ""°"° "°^ K " " grades of MSR and MEL) 0.50 266
(5) Install lag bolls with head ad washer Flush to surface(no gap).Do nor over-torque.
N ,S, (6) Withdrawal design values for lag screw connections shall be multiplied by applicable oa Sources.'American Wood Council,NDS 2005,Table 11.2A,11.3A.
adjustment factors if necessary.See table 10.3.1 in the American Wood Council NDS am°fm.coo nru•na 10"n,mr.,n.n.a m
nn
for Wood ConstConstruction. °i°"° °"" ' "`.,o*enme°m. <v.16`
ISSUED FOR PERMIT 10-28-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
TOM HOPPER
REV DESCRIPTION DATE ENGIPARTNERS, LLC ,,,,,,,, TITAN SOLAR POWER FL RACKING PLAN,
•^"'aoxzq°j'•. Digitally signed PROJECT ADDRESS:
C.A.32661 =°<yH:EE-�f``� by Rafael A 12221 N US HIGHWAY 301 T A N
nsF s-" 7118 BOXER ROUND PL
255 GIRALDA AVE '¢2f corer !=+=Gonzalez Soto
CORAL GABLES,FL 33134 '-0; xrr. T i*_ THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
rd9 =Date: S-2
o' E 2020.10.29 S 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE
DESIGN@ENGIPARTNERS.COM '',,2ssoiNc,,�,,• (813)982-9001 PARCEL NUMBER: — TSP57472
09:17:01-0400' 9
32-25-21-0100-01700-0040 DATE: SHEETS: 6` OF .7
786-393-4740 #EC13008D93 1x27-2020
Maxinruowe'voltae(Vpmax) V 33J 30.4 _
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f:' Maximums tam vul�e(VL�C) V 1000
LSOAR Penes fuse I a_ti_n — A _2_0
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ISSUED FOR PERMIT 10-28-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL TOM HOPPER
Digitally sign PROJECT ADDRESS, PV MODULES DATASHEET
E ET
C.A.32661 ''°..P,�iik—..S by Rafael A 12221 N US HIGHWAY 301 ��� T T A N 7118 BoxER ROUND PL
255 GI RALDA AVE 2'r` �ac"'F' ' ■`�rl
w.aarw `=-Gonzalez Soto
CORAL GABLES,FL 33134 _ -�,, THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:' " stumt /Date: S O L A R P O w E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-1
DESIGN@ENGIPARTNERS-COM =, onrg°: W 2020,10.29 (813)982-9001 TSP57472
£eye,. PARCEL NUMBER: DATE: SHEETS:
786-393-4740 n
09:17:12-04' #EC13008093
00' 322521010001709004a 004a 10-27-2020 7 OF 9
I Power Optimizer
-a For North America
Power Optirnizer P320 / P34 c[/ P370 / P400 / P401 / P405 / P485 / P505
O
For North America •• "'
P320 / P340 P370 P400 / P401 / P405 / P485 / P505 _ •� • • - - ••
m INPUT
- Rated Input DC PowerR 320 340 370 400 405 485 505 W
Absolute Maximum In put'as tape 60 80 60 925•
{ux at lowest tern perature) rl $3a! vtic
__ MPPTOperatingRange 8-d8 1[ Q -50 12.5-105. 115.83 Vic
Maximum Short Circuit current 11 10.1 11.75 11 ter. Adc
{Ise}
Maximum DC Input Current 1375 12-5 1465 125 175 Adc
" ______ Maximum EfijceOcy 99.5 •
Weighted Ff0pency 988. 985 90
Overvolta0e Category 'R
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 15 Adc
Maximum Output Voltage 60 85 4tic
F'I, OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Satery Output Voltage per Power 1.3 0.1 Vdc
Optimizer
STANDARD COMPLIANCE
- N EMC FCC Part15 Class.B,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1.(dass II safet}5 511741
Material UL94'V-0,Ur Resistant
111 ROH5 Y35
INSTALLATION SPECIFICATIONS
Maximum Allowed System
VOltaice 1000. Vdc
Compatible inverters. All SolarEdge Single Phase and Three Phase.nverters
5 129x153x.29.5
DlmensionslWxLxH). 129x15327.5/5.165t1 Y. x 129x153:<33. t29x159xL95/5?x53 x19 129x162x59/ mm.
- /5-1 Y.6a i3 !S.Yx6x1.15 5-1x6Ax2.3 /in
Weieht(including cables) 650/64 750/1-/ 655/1.5 845/1O 1064/25 pr/lb
Input Connector MC4P! Single or dual1AM MC4?t
MC4r
Input Wire Length 016/052 m ft
Output.Wire Type/Connector Double Insulated/HC-
Output Wire Length 09/295 1.2./3.9 m/I t
PV power optimization at the module-level Operating Temperature Rangeh 40185 t/ F
Proiei[ion Rating IP68/PlEMA6P
Relative Humidity 0-100 46
j Specifically designed to work with SolarEdge I Fast installation with a single bolt (I)Rated FOW&Of I)e Ml X STC Will nor exceed the optil-RA;ed Inpin DC PoiMndrdeslathup,n<ss6powerdeanrearealiowed
(2)NEC 2017 reputes max input voltage be not more than 805
inverters (3)rum other mmecrer types please contact SolarEdge
I N (4).Fa dual.versianfee parallel connecter,o/two modules use P485-4NMDMRKi.Inthe rase.afar,add eum6er rut PV rrerdules in care string,installing one P485 dual versus power optimizer connected
ext generation maintenance with mo dule- tda!e Pvrtrodwe.When connernng a single nvx{uleseeltheunseed inputco•,neCtasarh the supplied pair or seats
Up to 25%more energy level monitoring 5)Fo amxcn ernpe sure abeee a0E C/+to^5'Fpeser deiaung is spied.Rcfe tc Povm Op rezm Tempe an re D?-Clang Tedmlcal No afer mo ede alts
/ Superior efficiency(99.5%) 1 Meets N EC requirements for arc fault I I I I111
protection(AFCD and Photovoltaic Rapid . • �:' . :� ��� AGO ,�/�
Mitigates all types of module mismatch losses, Shutdown System (PVR5$) Minimum String Length 8 Psao.r3�e. . 10 18 � Q �Z ,a>
from •• GSf�P301 .•'q �
from manufacturing tolerance to partial Poweroptlinizers} E
P405,P485,P505 b 8 14' 4Q '••• 1.IC NS ��
shading I Module-level voltage shutdown for installer Maximumstrirg Length(PowerOptimizers) 25 25 548 '. N
and firefighter safety 5100(6000 wish � 7� o• 83- �-
I Flexible system design for maximum space Maximur Power per String SE7600-US-SE11400- 5250 500918 12750(u! 4u 0 ;US) � 4 o
utilization PL _
aalletStnng cfDfrerrnflengthscrOrantanons Yes of
>5) deta:Ied sring vg infermanon refer to hrt¢,1/www solarndpe cunr rtes/defer jr/Riesl Ing_sizing_napdf — O •'•I � (\'�/,
if)Itsrot allowed to and°40/P485/PSOS wth P3"0/P340/P370/P4OJ/P401 in lane string $ � , �`)
snag
(8}A ag with more than 36 opamizers does not.meet NEC rapid shutdown regarrenentss safety vdtege will be alone the 305'requirement i eA •
(3•Fa 2(85 grid rt,s all w+ed so roster l up m 6,501W per sore when the m,srre Jtn power difference between each orinq Is 1.000W f.`'9� • •' !�
7
l ` (10)For 277/42W grid it is allowed to install 48t0:5.56155 per string When the 7anmum rower drference berneeen each wing is 40DDW �'V� ` F I DA• •
solacedge.corn
soar ?t t� offi
CSWarfdgelogles_td serwed.elJLAAEJ6e,the 5MarEdge logo,DLre08Y/ DGE are«adema:F or reg ste tltred r!a oT 5a;arEdye Tr7 holagres.: Crr5 RQHS ' ' 'S AI other taderrarks merit onedhemrn are tradarrarks o1 tl'c'r respect ve evmers Date:W/20R],NG'/ENG NN.1,Suyect[o charge w thou riel ten 1 1 1 I 1 I 1 1 1,
Irnertek
ISSUED FOR PERMIT 10-28-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL TOM HOPPER SMART MONITORING DATASHEET
E ET
" GNIq Digitally signed PROJECT ADDRESS:
C.A.32661 •F"..,�--�Fz by Rafael A 12221 N US HIGHWAY 301 (& TITAN
255 GIRALDA AVE _ oo= 7118 BOXER ROUND PL
CORAL GABLES,FL 33134 ;:7,I-"='; Gonzalez Soto THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
✓- fr p'tff & -Date: S 0 L A R P 0 W E R ENG.F;AFAEL A.GONZALEZ 5070,PE D-2
TSP57472 r�
DESIGN@ENGIPARTNERS.COM =o•'"`Sontoh" : 2020.10.29 (813)982-9001 DATE: SHEETS: 8 OF 9
Sg..oNH�t�G PARCEL NUMBER:
786-393-4740 ,,, 09:17:23-04'00' 32-25-21-0100-01700-0040
#EC13008093 11.120.
I Single Phase Inverter
With H D-Wave Technology for North America
Single Phase Inverter SE3000H-US / 5E3800H-US SE5000H-US SE6000H-US
C SE760OH-US / SE10000H-US SE11400H-US
with HD-Wave Technology
for North America 0 _W „: • • • : •
SE3000H-US / SE3800H-US / SE5000H-US/ SE6000H-US/ OUTPUT
SE7600H-US/ SE10000H US / SE11400H-US ftatedACPowerOutpuf 3000 3800 La206V 5000 5000@208V 7600 10000 3 1000@208V VA
3�po @ zoav Spoo @ zoev l0000 zoev
3800 @ 240V 1 6000 @ 240V I 11400 @ 240V
Maximum AC PowerOufput 3000 5000 7600 10000 i VA
3300 @ 208V 5000 @ 208V I 10000 @208V
AC Output Voltage:Min.:Nom.-Max. ,� ,� I ✓ Uac
.Q .AC Output Voltage Min.-Nom.-Max _ _ _(183-208-229) ( .✓ Vac
AC Frequency(Nominaf) 59.3-60-60.501 Hz
Maximum Continuous Output 1Z5: 16 21 25 32 3 42 i 47.5 A
Current @240V
Maximum Continuous Output _ 16 - I 24 - - l 48.5 A
Current @208V
rJ a Power Factor 1,Adjustable-0.85 to 0.85.
,a ® GFDi Threshold 1 A
{ Utility Monitoring Islanding Protection,
Ye-
country Configurable Thresholds '
INPUT
solar solar'
® Maximum DC Power @240V 4650 5900. 7750 9300 11800 15500 17650 W
., -.M1
Maximum DC Power @208V 5100. 7750 15500 W
.1 - . Transformer-less.Ungrounded Yes
Maximum Input Voltage 480 Vdc.
Nominal DC Input Joltage 380 400 Vdc
a e I
Maximum Input Current @240V1�1 8:5- 10.5 U'.5 16.5 20 I ?7 i 30.5 Adc
Maximum Input current @208W> - 9 - 13.5 - - I 27 Adc
Max.Input Short Circuit Current 45 Adc
p p • Reverse-Polarity Protection Yes
1W - — . W Ground-Fault Isolation Detection 6oOkoSensitivity
Maximum Inverter Efficiency. .99 99.2 %
99@240V
CEC Weighted Efficiency 99 98.5 @ 208V
lighttiree Power Consumption <2.5: W
Optimized installation with HD-Wave technology ct For other regional settings please contact Solar Edge pppot
n A higher current scarce may be used the inverter+mll Emit its input current to the values stated
I Specifically designed to work with power optimizers I UL1 741 SA certified,for CPUC Rule 21 grid compliance
1 Record-breaking 99%weighted efficiency I Small,lightweight,and easy to install both outdoors
or indoors
I Quick and easy inverter commissioning directly
from a smartphone using the SolarEdge SetApp guilt in module level monitoring II I r''
,,
Fixed voltage inverter for longer strings I Optional:Faster installations with built-in consumption �� . .ON2q( /���
metering (1%accuracy)and production revenue grade •' 1.ICEN N •.
Integrated arc fault protection and rapid metering(0.5%accuracy,ANSI C12.20)
shutdown for NEC 2014 and 2017,per article No. 8310 O� i
690.11 and 690.12 •
g Solar, r l �' <oTEo
solared e.com ` 's ' •� R�DP
ISSUED FOR PERMIT 10-28-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
TOM REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL
Digitally signed PROJECT ADDRESS: HOPPER INVERTER DATASHEET
CA.32661 ", u<<''•' Rafael A 12221 N US HIGHWAY 301 TI I
b y •llh''�
255 GIRALDA AV Gonzalez Soto 7118 BOXER ROUND PL
CORAL GABLES,FL 33134 `+-h- rw:-�1,d*'_ THONOTASASSA,FL 33592 •
ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
3"t- rttr 'Date: S 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-3
DESIGN@ENGIPARTNERS.COM -p°:'•`v"r°•''a"�_ 2020.10.29 (813)982-9001 - TSP57472 -
"'.,Esl�„�_e9�;,." PARCEL NUMBER: DATE: SHEETS: 9 Oe 9
•",,,,,,,,,,,,,, 09:17:35-0400' f
786-393-4740 #EC13008093 32-25-21-0100-01700-0040 10-27-2020