HomeMy WebLinkAbout20-1216 City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001216-2020
.; Phone: (813)780-0020
Issue Date: 01/26/2021
Fax: (813)780-0021
6 i
Permit Type: Electric Service ReplacemenVMisc
Prop�eirty Number Street Address
25 26 21 0100 00000 0640 2972 Moulden Hollow Drive
Owner Information Permit Information Contractor Information
Name: JERRY BROWN Permit Type:Electric Service Replacement/M Contractor:TITAN SOLAR POWER FL
Class of Work:Add/Alter Residential INC
Address: 2972 Moulden Hollow Dr Building Valuation:$0.00
ZEPHYRHILLS,FL 33540 Electrical Valuation:$48,000.00
Phone: Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$48,000.00 /
Total Fees: 0
Amount Paid:d:$4$420.00
Date Paid:1/26/2021 10:23:51AM
Project Description
INSTALLATION PV SOLAR ROOF MOUNT
Application1 We
Electrical Plan Review Fee $140.00 Electrical Permit Fee $280.00
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.
A1Q9L*y
CONTRACTOR SIGNATURE _ - PE IT OFFICE
PER EXPIRES IN 6 MONTHS W_1THOUA�ROVED INSPECTION
-- -- "---- CALL FOR INSPECTION - 8-HOUR_NOTICE-REQUIRED --
PROTECT CARD FROM WEATHER
813-700-0020 City of Zephyrhills Perrrfit Application Fax-813a80-0O21
Building Department p r�
Dale Received _ Phone Contact for PermitOng ( 2628809742 '
aaItaate saa _ .
Owner's Name Jerry Brown Owner Phone Number 1 (352)807-2534
Owners Address 2972 Moulden_Hollow Dr Zephyrhills FL 33540 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 2972 Moulden Hollow Dr Zephyrhills FL 33540 LOT# l�
SUBDIVISION PARCEL ID# 25-26-21-0100-00000-0640
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR = - COMM XQ OTHER I soar PV installation
TYPE OF CONSTRUCTION Q BLOCK = FRAME Q STEEL Q
DESCRIPTION OF WORK Solar PV installation
BUILDING SIZE SO FOOTAGE�. HEIGHT
'C`c4-Y"CM�C.'Cc"Yt-C'(lZ'Z•Cii-cCi-c rl[>C Z-L�Ca:'Sf.-c-6'.�C"ri 4 L-ci'ICL CCI C-1
BUILDING $ VALUATION OF TOTAL CONSTRUCTION 48000
X=ELECTRICAL $ 48000 AMP SERVICE = PROGRESS ENERGY XD W.R.E.C. /
=PLUMBINGIlk
= Zj
(/(1U
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 'tLl
=GAS = ROOFING Q SPECIALTY = OTHER
VV
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO v
BUILDER COMPANY
SIGNATURE l REGISTERED Y/N -FEE CURREN YIN.
Address License#
ELECTR CIAN - COMPANY Titan Solar Power FL
2 51GHATl1R f" REGISTERED Y/N FEE CURREN Y)N
Address 2221 N US 301 Thonotosassa FL 33592 License# EC13009924
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN LY/N
Address License#
MECHANICAL COMPANY
ISIGNATURE - - REGISTERED I YIN FEE CURREN I Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y-/.N FEE CURREN I Y./.N_
Address License#
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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 wl Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivlslonsAarge 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,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Perrmit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans,
• PROPERTY SURVEY required for all NEW consWction,
O1recUons;
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(for 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
s's Ta°aa¢o: City of Zephyrhills Permit Application Fax:ta-maorLt
`Uv2)dnpDepat7mrS '
NOTICE OF DEED RESTRICTIONS:1MUrbdcrsignedunder--dudsthWttisP.—nma'ybesubJeetto•BgeS}asyi0inns•vSiehlunyIramoletaHr'icfivc: -
min courdyrbgil6gins.The undersipiod as u==raspsosblRf.fOftfinpGsuz=!r+th wy aMik.1bil deed testrfctitu>J.:. . . - -
.. .UNLICENSED CONiRAGToRs AND CONTRACTOR RESPONSMILI.TQS:if the e owrer has tried a C*111r3clor or cmlraims to tindistake%;o k Itiey'
-may bo req*od to bohwwM In accord--m ,M"stxo and teed ieguiekns;oihn wpCador is not ricerrad ar regrind by taxi,both tho ormer and- ' -
Ocamdolmaybonttidfora11166 t :ilffaiotaii0h&Aef rldte lvc if Cho 0wittiroc 61it6&-detntradai are c ucicartah as to Mat Gw_ris gmyrauffmas .
�'d aPWY to tbo kitp�brd rr�tk thry su�uisod p owriad p,c Prso Gwtety 8utdir.A Iniper�nri D"n:;ion�Jx!>;hp Suction al T271u7-60W; '
FurJwtmom,ff tho cenet tie;Pied a c onlmdar orConlrnddra,tu:is adi#ad to hate the cmttz=(c)zf,ti-portions orfhe•apnlradrxflbW of ift
a iCadtn!x tvf>Idi mry h4 bri'rcyuts bto:fi yaJ a the aq nr'slgn an the mrk slar,that cW be ati Indieffiicn that he Is notptaptsty Hosed and is
nIX etdb!Iad to puriNttidg FdvYegee fn Patxa Cotstly:. i:..'. ..
TRANSPORTATION IMPACTiUTILITIES:IMPACT,AND_RESOURCE RECOVERY.FEES:The undersigned understands
1ru!Tra95poAal an impact Fees aril Rrealr�8 Re pay Foes mtiy upplY.taGSe cetvlrucGon dt tmiv CI Udrgs tfnr+l6 or usu,in existing bmvngs,a.
e ga wort of emtltig tw tclrrgs rep ed In Pam Co my"Qcdk>a�ce nuitti B8A7 tmd eJJ-07:a;aMSEdcd Tne luzfeisiguii also w d=tZ ds.loaf
_inch fees.its ur<iy ba di1R wnY ba i�srTmd t31he ilru`of pennttGrip.Il is iuitherutW_ralood U�t Trensporta5,v;impact Forw and Resoiaa+tiecovcry
..Fcr_mr{ba paid prWrto tecet>.trtst a'eaffetw ix oaup:.rz ar,dret paavtti rs'easo:'d mn pmJeG Wr"not trnolve a cer int;Ma or eccY�nty or ffrW
pdrer rokaso,'tho tees rtntst bu paid pttorlo pCrrrii ence.FtnIDrsmore,N Paz Coady Waroby'onvr kapad fees&a d:m;they miza be paid pMr -
', loptxm%issuentx!to aemtd�rrxewM'apolwble Pa.m Cauatyo-t9nantxs.
CO,YSTRUCTION LIER IA`N(Chaptei711,Fldnda M
ortrue,I=%tyMaI.theap�Y,
been ,'iWnia'Flodda Canstrta by eto Fiction Dep rcmrw of
Ux:apfiCait L:tvM a wby oruw above dermbed
andMamlru2rtgocafJVttdddlvaitloth2pn6i•laeaimrv�c.�n:; - _ .. .
_CONTRACTOR'StMVXEErCS.VMAVIT:IcnNtyCtataotrih ci7mtimin'tkisapldFc.Rori I*arr,.uaie and tiled oilv"k wD be dorro in cafrptanwvfth .
at,arq�,alxo lane wa%dilirz6 cons r4 G .zartan}rate t5 d eieJdgmenL'gopfeatlori is o aby inada tq oLGz7n a p s nq t�do aurR eridiilt tir3gdn as
Icd'Gated.l'e aely Ift.:.no work or IttetadaUon hat cWwartced pAor to irsuance of a paimil and mud all wvd:ait t4 pMIXmoa to meet clsndxu:t at all
'lows regWaling wnst uclien,County and City Catlin.zoning mgrs-'s_thms,-_and land amitipment requilb ion.in ft.joai:d»an,_I dso_o[a67'maa 1
under>",nd shut the mg,W c-s of omapovvmnteduig mdmi mny'vWy to ma intended wcrk andYhat it is try r �trhety to lderafvtu-bewra I _ -
must take to Ito in emrpfaho,Suds owriders indude bail—act LIN19dtn: .."
Depaxttrient ot.Envirotim6Aat-Protection'•Cypress'®ayhcads,.WoUaiitt Aieas and Envirorwrientatty Sensitive:, .
Lands,3?yaterMlastevrafer7tYiatmcnL' ...
- Southiw4t Flof(da:Writer-Manogoriien£ Oistrft:!-YYells; Cyprees F39yheads; V.rodand.Areas,-Altering
Army,Corps of Eng'meers-Seawalls,Docks.Novigal a Waterways..'.
Department of Neagh &Rehubildative,Si:ivioosfEnlaranmorita{Ftealth:Unli-Wcils,Wastewater-Treatment.
Septic Tanks.".
US F1lvii6nmerzta!Protection Agency-Asbostos abalernent:.:. ..: "
Feder i Avkftn Authority.Rumtrays.;- -
-
- Use cPfdl is.not allavrcd-sn,Ftotid Zorio'V'ttnlP,ss expressly'perinrtted.,. .:if.
f the fill material is to be t+sed im Flood Zone-A',`!t Is`understood that a'dminage plan'addrossing a
'coMpt'nsafaig volume".will, submitted at Give of.pernlitiing lnhich is prepared by.a professional engineer
licensed by,
'the Siate of Florida..
- If the'rdl:material is:to be:trsed:(n Flood Zone'A'in connection.wiih a permitted buildig tisfng Ete7i tivall :
congtruc6an;l certify that f mAd t_ie used Drily to fill Moo aiea within"'ste-mmil:
If fill malarial is to-be"used.'in any aroa,.I Certify_tttst:bU of-sit fdl.v:dl not adversely affect adJacent
propertias:_Iruco of f1il is(ouni'to advemly.affeld,adjaceri!-pnipert(es;t6c'mvner may be ated.for viotallli:Lj
Ihri cortttdions gf'Uto-building"permit is Frill tintlec Gie.aftadied peril applka0on,'for lots less than one(1)
acre uriticp are elevated'byfill,.anengineeredWainage,plancrequrted..; - - -
-. It fern the AGEf2T CORTNE OIVNER,1 Prcndsr.in gcob raigt to iNam tne'rnrmc�tho PamdN.tng conditions eel tosiii n thM cildovii prtEm to.�-
ccratciv^ncL�9 tx4n a I irildpstatld thq a sopmElle perm"'Lo'ri�i+itad.torNOUtrai work,PtJrnbEnQ:�gis,wcTs.pools:eir conditioning.gas,'cr
oNierliisttdtaliona riot¢teedCtw�kitdtrdad In lax"applkatroti.A ptxmq ISGirtd shag ba tmslrited to be a license a proceed r.Nh lP�o 1v4t(C paid nut as: _
'-atziimity tti violXa;CBttoC7:Eller:ec Wtaddo arty pItt'isron5 ar the tedtitCai CADS,FNK sftoll IaSraanw Of a pariNt pmcnt IhiT_BuT, C-Ici21 front .
LhesenCa rogt{Wm a eoirsom of ertwat in Fbns,'extsiniction or Y igi 0rte Of.any codas,I:v pora:t Issued P.4 be�mA htvolld anlaa,Cio t+work -
' .aLowized by skit pertng is mmmairod udllm SIX rapndts,of pam.t htitcinco,or it vrcti:au:hotired by W61-omdt is agmtdod or obardcrted fat a _
period of tix(6]roonthsahxaro lime the work is rommaocci.An cr4onsion may be mqw..Fled.In wrftg,korh the Dsddng Offrt7ai for'.pctfod rrot Co.
"euaal nmary(oo)OQysand ed6 tghrutrclra[a Juuit iaR'Q-caw9e far the a!ansion,Ji watt ceases tat ritety,(g0}cwwiriri,ttive drys.>ho'job is oonss7ered -
-
WARNING:TO,0VWr__R;:YOUR FAILURE.TO"RECORD A=NOTICE-OF COfAMENCE&iENT P1tAY;RE$ULT IN.YOUR
PAYING TWICE FOR IMPROVEMENTS,TO YOUR PROPERTY.IF YdU INTEND TO'OBTAIN FINANCING,CONSULT_
WITH YOUR LNDF.R OR AN'ATTORNt�'•S PORE RECORDING YOUR NQTICE OF CO! MENCEMEP _
FLORIDA JURAT(F.S./97.p3) -
OWNERORAGENT:- COCSTRAGTDR-
SUb=od and tumor to(or uifaand)baforo rna this a�sewn far nr e
eq i< 0x
in w�'ara pcia7naliy.l�oan W Inn arhaarhaw produced ; ; wrJly Ivwim m!r a or ht atiaxe F+ad eel
.pS ldC?KXtC tatian_'`"'.:• _ -.:r,:. - ri3w p oducea
. - 'hbt-y PtitSC - To Person
- kl
- - •--htxyyF`utac .
Common I4a' -
C sa1Cn Na. `
.. 'moo shay type.. or
CO RI_DEE FORIkS(K
Notary Public=S4ete of Florida
Commission o'GG 31'0'2`
ar-COrrirnission;E.tpiro
March
ir' :' 023
I
NORTH PROJECT DESCRIPTION
SYSTEM CAPACITY:13.32 KW DC/11.4 KW AC
PV PANELS:(37)REC360AA BLACK 360W BY REC
OPTIMIZERS:(37)P370 BY SOLAREDGE
INVERTER:(1)SE1140OH-US BY SOLAREDGE
RACKING SYSTEM:CROSSRAIL SYSTEM 48-XL BY EVEREST
PROJECT INFORMATION
PROJECT LATITUDE I 28200288 I MIN AMBIENT TEMP I "C
PROJECT LONGITUDE -82162336 MAX AMBIENT TEMP I 35"C
WIND EXPOSURE B
AHJ CITY OF ZEPHYRHILLS
MAX WIND SPEED 138 MPH
DRAWINGS INDEX
2 LOCATION MAP I WIND ZONES C.1 COVER SHEET
N.T.S. EXISTING ELECTRICAL METER C-2 SAFETY PLANS
PV DISCONNECT- E-I ONE LINE RISER DIAGRAM
PV STRING INVERTER#1 E-2 SAFETY LABELS
61 STRUCTURAL P
S-2 RACKING PLAN
0.1 PV MODULES DATA SHEET
SMART MONITORING DATA SHEET _
�0.3 INVERTER HEET
■ ■�■ GENERAL NOTES
■■ ii PER FL.STATUTE 377.705(REVISED 7/1/2017),I RAFAEL A.GONZALEZ
A �■ �.�'.� 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
1 • STAN* CONTAINED IN THE MOST RECENT VERSION OF THE
�. FLORI _ ILDING CODE.
(C \ APPLICABLE CODES:2017 FLORIDA BUILDING CODE 8TH,ASCE 7-10
MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES,
NEC 2014 ELECTRICAL CODE
ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND
GABLE RESIDENTIAL ROOFS,CONSIDERING FROM A 7°TO A MAXIMUM
27" (2/12 TO A MAXIMUM 6/12 PITCH ROOF IN SCHEDULE. ALL
IRRADIANCE MAP RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0"MEAN ROOF HEIGHT.
SHALL
ROOF SEALANTS CONFORM TO ASTM C920 AND ASTM 6511,
3 N.T.S. AND
IS RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
+ Q� INSTALLED AND SEALED PER 2017 FLORIDA BUILDING CODE OR
LOCAL GOVERNING CODE.
cçISII
ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL
CONFORM TO THE NATIONAL ELECTRICAL CODE(NEC)2014,LOCAL
ALL WORK Sr AL STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
C '6/IPI'r iTl^€PIS �yHA L PROVIDED TO DISCONNECT ALL CURRENT CARRYING
CODES FLORIDAILC�I fs n�n.r. CSN�RS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
/� ♦ N.'► NATIONAL ELECTRIC COG TORQUED PER DEVICE LISTING, OR MANUFACTURERS
AND THE Cl- RECOMMENDATIONS.NON-CURRENT CARRYING METAL PARTS SHALL
- BE CHECKED FOR PROPER GROUNDING.
..l Y. ■ 4
ORDII�ANCE,��` J1� REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
• ATTACHED BY ADHESIVE,OR OTHER MECHANICAL MEANS,LABELS
SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2014 OR OTHER
APPLICABLE STATE AND LOCAL CODES.SEE LABELS AND MARKING
PAGE FOR MORE INFORMATION.
RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
MANUFACTURERS INSTRUCTION SPEC'S,INCLUDING ALL GROUNDING
WEEB CLIPS,GROUND LUGS,AND RAIL SPLICE KITS FOR ELECTRICAL
CONTINUITY.
REVIEW DAT ' MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
4 3D RENDERING ,j ROOF-:PLAN VIEW I BOS LOCATION CITY OF EPHYRHIL BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
� ' PLAN ASCE 7-10 EQUATION 30.6-1.ALL NOTES IN FIGURES ASCE 7-10 30.4-1
N.T.S. <4v.' N.T.S. EXAMINER HEIGHT MUST BE LESS THAN 60 FEETN INCORPORATED. MEAN ROOF
DOCUMENT CONTROL DATE P AD DC ENGINEER CONTACT INFORMATIEN ENGINEERING STAMP 1ONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: ET NAME:
ISSUED FOR PERMIT 11.23.2020 DP OM ENGIPARTNERS Luc TITAN SOLAR POWER FL JERRY BROWN
REV DESCRIPTION DATE D DC s f�,Pf7(/(E) .'
PROJECT ADDRESS: COVER SHEET
C.A.32661 + �7` ti 12221 N US HIGHWAY 301
��� TITAN 2972 MOULDEN HOLLOW OR
255 GIRALDA AVE ggyq A `-
CORAL GABLES,FL 33134 / '�s •• -T THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
�. S 0 L A R P 0 W E R
C-1
DESIGNI�ENGIPARTNERS.COM �j (813)982-9001 TSP59989 ENT.RAFAEL A.GONZALEZ SOTO,PE
PARCEL NUMBER: DATE: 8HEET8:
633-888-3844 ' /S'V atl�i. #EC13006093 25-26-21.0100-00000-0640 11.23.2020 1 OF 9
'IIIII + '`
�pRTh
V
EXISTING ELECTRICAL METER-
PV DISCONNECT
PV STRING INVERTER#1
W
W
I-
U)
Z_
LL
W F_ --�
W
a
O
It
a
LOCATION OF NEAREST URGENT CARE FACILITY
NAME:
ADDRESS:
PHONE NUMBER:
NOTES:
1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME
2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST
SAFETY' ' I N/ URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
CENSF �cSO.A
DOCUMENT CONTROL DATE RI QC ENGINEER CONTACT INFORMATION NPdUP f'.ONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT .11.23-2020 OP OM ENGIPARTNERS L HAN SOLAR POWER FL JERRY BROWN
REV DESCRIPTION DATE QC ///JJJ---��� PROJECT ADDRESS: SAFETY PLAN
CA.32661 - 7/ ( 12221 N US HIGHWAY 301 * TITAN
255 GIRALDA AVE 2972 MOULDEN HOLLOW DR
CORAL GABLES,FL 33134 r' THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEETTR'LE:
j p1 '`� 5 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE C-2
DESIGN@ENGIPARTNERS.COhY . (813) TSP59989
•• ' PARCEL NUMBER: DATE: SHEETS:
833-888-3644 // �~ '''' �� #EC13008093 25-26-21-0100-00000-0640 11-23-2020 2 O F 9
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 OUTPUT MIN DIST. VOLTAGE VOLTAGE CONDUIT
WIRE TAG
QTY.SIZE&TYPE QTY.SIZE&TYPE QTY.SIZE&TYPE SIZE&TYPE LOCATION ABOVE ROOF CURRENT OUPUT OCPD WIRE AMBIENT #OF FINAL DROP% FILL%
RATING TEMP COND. AMPACITY
DC(BEFORE JB) {6)#10 AWG PV WIRE N/A 1 #8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2"TO3-1/2" 15A 18.8A 20A 40A X 0.76 X I =30.4A 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" 47.5A 59.38A 60A 75A X 0.76 X 1 =57.0 A 5 FT. 240V 0.1% 7.7%
STRING#1
A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11 B1.12
EXISTING UNDERGROUND SERVICE
STRING#2 240V/120V 200A BUS BAR
3#2/0 THWN-2
B2.1 B2.2 B2.3 B2.4 B2.5 B2.6 B2.7 B2.8 B2.9 B2.10 B2.11 %B212 O
1 fir I 5 INVERTER TOTAL OUTTPUT:47.5A
—J _ i = - e 4 10' SAFETY RATING(125/o). 59.375A
";. 3 TOTAL PV SYSTEM OCPD: 60A
2
PV RAILS TO BE BONDED WITH#8 BARE WIRE] 6 8 9 )1 75A MAIN BREAKER RATING: 175A
STRING#3 U NFusED A GOA BUS BAR RATING: 200A
.J LJ I 7 0 f 120%BACKFEED RATING: 65A
C3.1 C3.2 C3.3 C3.4 C3.5 C3.6 C3.7 D3.8 D3.9 D3.10 D3.11 D3.12 D3.13
1 � _ NEMA3R 1 #6 THWN-2
MAIN PANEL TO BE DERRATED
FROM 200A TO 175A. ELECTRICAL
E11 . CONTRACTOR ASSUMES ALL
ONE LINE RISER DIAGRAM RESPONSABILITY PERTAINING
N.T.S. THE CHANGE.
LEGEND:
(37)REC360AA BLACK 360W BY REC 6#10 PV WIRE
REFER TO D-1 SHEET 2 1 #8 BARE WIRE GROUND 3 NEMA3R JUNCTION BOX
3/4"EMT CONDUIT
6#10 THWN-2 2#6 L1,L2 THWN-2 1 #8 TWHN-2 GROUND
4 1 #8 THWN-2 GROUND 5 SE1 1400H-US BY SOLAREDGE-REFER TO D-3 SHEET 6 1#6 THWN-2 NEUTRAL 3/4"EMT CONDUIT
3/4"EMT CONDUIT
2#6 L1,L2 THWN-2
7 PV SYSTEM DISCONNECT RATED 60A ; ; ,,. 1#6 THWN-2 NEUTRAL 9 PV INTERCONNECTION POINT
!!, $ 3/4"EMT CONDUIT
10 UTILITY ELECTRICAL SER1(I ' S r' 1 NOT USED 12 NOT USED
104 =o '
DOCUMENT CONTROL DATE 'CAl DC ENGINEER CONTACT INFORMA Z ENGINEERING STAMP - -CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
I PROJECT ADDRESS:
BROWN
ISSUED FOR PERMIT 71-23-2020 DP DM ENGIPARTNERS LE C ��rrI/ �}� TITAN SOLAR POWER FL ONE LINE RISER DIAGRAM
REV DESCRIPTION DATE OC CA.32681 f 91( •. (41 Q/ - 12221 12221 NUS HIGHWAY 301 2972 MOULDEN HOLLOW DR
255GIRALDAAVE3 •ttt"'lll///��,���iiiJJJ AE f % TITAN
CORAL GABLES,FL 33134 � � '. .' � THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
+ la�iY r•.• S O L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE E-1
DESIGNI ENGIPARTNERS.COM J�/ = , G1° (913)982-9001 PARCEL NUMBER: - TS P59989 DATE: SHEETS:
— - — — 833-888-3644 /s,®N At. V�\' #EC13008o93 262627-0100 000000640 tt-a3-2020 3 OF 9
�IIII1
• INVERTER#1
LABEL LOCATION:
WAR N I N O WARNING DUAL POWER SOURCE POINT
INTERCONNECTION
ELECTRICAL SHOCK HAZARD PHOTOVOLTAIC SYSTEM CIRCUIT ISBACKFED
LABEL LOCATION: •' 15 AMPS LABEL LOCATION: PER CODE:NEC 690.64
DO NOT TOUCH TERMINALS AC DISCONNECT, -. .. 500 VOLTS INVERTER NEC 705.12(D)(4)
TERMINALS ON BOTH LINE AND _ PER CODE:NEC 690.52 LABEL LOCATION:
POINT D :NECCO (E) ON 4aovoc ❑WARNING
LOAD SIDES MAY BE ENERGIZED PER CODE:NEC 690.17(E) POINT OF
IN THE OPEN POSITION 47.5 AMPS INVERTER OUTPUT CONNECTION, DO NOTL . INTERCONNECTION
RELOCATE THIS OVERCURRENT DEVICE PER CODE: NEC 690.64
NEC 705.12(D)(4)
LABEL LOCATION: LABEL LOCATION:
•• - 47.5 A ICAUTION MAIN SERVICE PANEL
WARN I NO PER CODE:NEC 690.54 AC DISCONNECT PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKED PER CODE:NEC 705,10
• •• -+ 240V NEC 690.45(B)(5)
ELECTRICAL SHOCK HAZARD LABEL LOCATION:
IF A GROUND FAULT IS INDICATED INVERTER
NORMALLY GROUNDED CONDUCTORS PER CODE:NEC 690.05(C) LABEL LOCATION:
MAY BE UNGROUNDED AND ENERGIZED POINT OF
� ' • � � INTERCONNECTION
PER CODE:
R f LABEL LOCATION:_____________________________ jNEC 690.33(E)(2)
AC DISCONNECT LABEL LOCATION:
POINT OF INTERCONNECTION DC DISCONNECT
WARNING PER CODE:NEC 690.58(C)
PER CODE: NEC 690.14(C)(2),
LABEL LOCATION: SHUTDOWN
NEC 690.53
TURN OFF PHOTVOLTAIC AC DISCONNECT,MAIN PANEL
PER CODE:NEC 110.27(C)
AC DISCONNECT PRIOR TO OSHA 1910.145(1)(7)
WORKING INSIDE PANEL CAUTION: SOLAR ELECTRIC
SYSTEM CONNECTED
LABEL LOCATION: LABEL LOCATION:POINT OF INTERCONNECTION
WAN I N r'+ AC DISCONNECT PER CODE:NEC 690,15,NEC 690.13(B)
R V , • PER CODE:NEC 690.54
ELECTRICAL SHOCK HAZARD LABEL LOCATION:
DC DISCONNECT, INVERTER
THE DC CONDUCTORS OF THIS PER CODE:NEC 690.35(F)
PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
AND MAY BE ENERGIZED
PV SAFETY LABELS DATA '
xFION:
N.T.S.
r'/' \'i' A SE, EDISCONNECT, DC CONDUIT
QOD�NE 690.31 (E)(3)
DOCUMENT CONTROL DATE AD CC ENGINEER CONTACT INFORMATION ENGINE NO STAMP OONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT it-zs-2020 DP DM ENGIPARTNERS L�uq ff IIAN SOLAR POWER FL JERRY BROWN
REV DESCRIPTION DATE OC "� j17/ o
•• + PROJECTADDRESS: SAFETY LABELS
•
C.A.32881 12221 N US HIGHWAY 301 QYTITAN
25S GIRALDA AVE j#! "' " =fir 2972 MOULDEN HOLLOW DR
CORAL GABLES,FL 33134 '. THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
j 5 T= •' � S 0 L A R P O W E R ENO.RAFAEL A.GONZALEZ SOTO,PE E-2
DESIGN@ENGIPARTNERS.COM // �Py ''-••••'• �� (813)982-9001 PARCEL NUMBER: TSPS9989 DATE: SHEETS.
633-888-W" // #EC13008093 25.26-21-0100-00000.0640 11-2&2020 4 OF 9
ULTIMATE WIND SPEED 140 mph
O ,
NOMINAL WIND SPEED 138 mph
RISKCATEGORY II
EXPOSURE CATEGORY B
ROOF SLOPE ° 20
V! ` ROOF TYPE HIPPED
PRESSURE ZONE: 1&2
EXISTING ELECTRICAL METER
MEAN ROOF HEIGHT: 22.
PV DISCONNECT
PERIMETER WIDTH: 4.0
PV STRING INVERTER#1 0.85
KZT 1.0
KH 0.7
4 VELOCITY PRESSURE =0.60"0.00256*KKK0V
VELOCITY PRESSURE(ASD) 17.42
EXTERNAL PRESSURE COEFFICIENT Z1 0.5 -0.9
EXTERNAL PRESSURE COEFFICIENT Z2 0.5 -1.7
EXTERNAL PRESSURE COEFFICIENT Z3 0.5 -1.7
INTERNAL PRESSURE COEFFICIENT 0.18
WJOBS OBS PRESSURES MAX. MAX.
W ZONES (PSF) SPAN(FT) CANTILEVER(IN)
w — 1 -18.81 6' 24"
~ — ARRAY D 2 -32.75 4' 16"
ft
U) ` - - TILT=20° 3 -32.75 NIA i NIA
Z rr OBS - -y _ AZIMUTH=64°(NE) TOTAL ROOF AREA s .-
1 TOTAL MODULES: 37
osS TOTAL PHOTOVOLTAIC AREA: 696.34 s -ft
LL OBS WIND LOAD(PSF): -32.75
W — — -- — ii - TOTAL WIND LOAD(LBS): -22,805.14
�— TOTAL ROOF MOUNTS: 79
N - - TENSION FORCE PER MOUNT LBS : 288.67
- -' 0138 ` - LEGEND & SYMBOLS
nw. B2,1 - - - - - OBS ROOF OBSTRUCTIONS
0 - - 313 ARRAY#
ROOF MOUNTS MODULE #
d t - 03 7 LOCATED AT CENTER STRING#
- I_H OF ROOF TRUSS-TYP.
- PV MODULES
T f � -` _12 I I -- - WOOD TRUSSES/RAFTERS
1.11 I LOCATION-INSTALLER - _ - - - TRUSSES OR RAFTERS
I f MUST VERIFY IN FIELD
1 I T T ROOF MOUNTS & RAIL
j I I_ J I_ I d _ - ROOF SLOPE
ARRAY C
ROOF'S GENERAL NOTES: ! °
. 1 i_. ._ _.i1 TILT=20
1-CONTRACTOR/INSTALLER TO VERIFY ROOF - AZIMUTH=154°(SE)
CONDITIONS FOR PROPER INSTALLATION OF THE
PV SYSTEM. UL 1703 CERTIFIED
2-CONTRACTOR/INSTALLER TO NOTIFY THE -ARRAY A SOLAR MODULE ARRAY B ._THE RAIL EXTENDS A MINIMUM OF 3" MAX.PV MODULE SURFACE LOAD:55.6 psf
OWNER IMMEDIATELY OF ANY ROOF TILT=20° -TYP.SEE 2-1 TILT=20° FROM THE EDGE OF THE MODULE-TYP i APPLIED WIND LOAD:32.75 psf
DEFICIENCIES AND/OR REPAIR REQUIRED TO AZIMUTH=154°(SE) AZIMUTH=64°(NE) NOTES:
INSTALL THE PV SYSTEM. REC360AA
-INSTALL MID CLAMPS
3-FOR DOES NOT ASSUME ANY RESPONSIBILITY BLACK 67.76" MODULES AND ENDS CLAMPS AT THE
FOR THE INSTALLATION OF ANY PV SYSTEM ON 36Ow END OF EACH ROW OF MODULES.
DEFICIENT ROOFS. -ALUMINUM RAILS SHOULD ALWAYS BE
4-CONTRACTOR/INSTALLER ASSUMES ALL SUPPORTED BY MORE THAN ONE
FOOTING ON BOTH SIDES OF THE
RESPONSIBILITY TO INSTALL AS PER ,SPLICE.
MANUFACTURER STANDARDS.
.�t;:1 i !�; i j 1//� '•--40.1"-----I
STRUCTURAL ROOF PLAN & PV MODULE__* . r ,',<. r,',, SOLAR MODULE
e;��w,• 'v�� :S, OJ,'� N.T.S.
s O i
DOCUMENT CONTROL DATE A[OC ENGINEER CONTACT INFORMATIONZ E FJIING STAMP OATRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT 11-23-2020 DP DM ENGIPARTNERS LLC4 - ' + 7 TATkN SOLAR POWER FL JERRY BROWN STRUCTURAL PLAN
REV DESCRIPTION DATE AD DC + /( PROJECT ADDRESS:
CISLALO 81 '', lY`/ AV, Y 12221 N US HIGHWAY 301
255 GIRALDA AVE _ "'���///VVV"`���III r_ * TITAN 2972 ZEPHYRHILLS,
N HOLLOW 0R
CORAL GABLES,FL 33134 ` - '. 5'-->* THONOTASASSA,FL 33592 ZYRHILL FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
5 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S-1
DESIGN@ENGIPARTNERS.COM ;�/ .•' \\\ (813)982-9001 TSP59989
` PARCEL NUMBER: 25.26-21-0100-00000-0640 DATE: SHEETS:
833-888-3644 �` #EC13008093 tt-zaz°zo 5 OF 9
CrossRail End Clamp L-Foot CrossRail Mid Clamp = • W._-Dr
CrossRail 48-XL All-Season Asphalt Patch
1 •/1I •A.ott In its q'' •AAefC b1Ye10Dry(mlditlor
�--� .Y I� •7HcY T1°dNGrade
Mechanical Properties V�- r
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— _ _ —_ Technical data Technical data
600 05.°0000300 5504 Nl ell o50K 0SOP..600. �1 ws+mza nrm4awiw•wm,a-arawuer n
yrtens � O,YP I„x,0 wrx. kmm..py..... ..r.•.r ... ..>..•. ���mwa� wxnn �n�'� t,t�wzo•rva
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YidY6q»41q ' wm•kr.ylk4.rr4 sn.,m0 4.[ tr,•4.0O00r 4.060 E4rF1 _
Na°4, LCMI,11 ,9klfr•u.,T: Mo6uN aY»N..tlm, .,.. ..., 075qq.loO.•v P0.4 Y+x mtmk,01.vr..M�wm er o3]5aY 1W m
CamWtbN.00W<home Yze :Omm rNM+NI EVN6IlfrotpNalKomp Ktt,Ofdnp Kll0*4140 dlf00)103000 *0040000 O.0m Imo YM1W,414°.2+kwt m.a,5Y mmmv+n�5�o.1PfYMr6't°..540n10 xY fl 0]5060,00➢
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su70050tN9ry14n,#r„r N400050e 0.S5 l 7" ruY.0 500 .Nrur,Pe,u.nanm. 000e64se*OMrc fl44skwn••M164 0075.65Ye A sa•, Irlx14.,5 4n. 0e1119l Orb.. I 1»u 0]50S�>750!
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SPAN TABLE FOR RT MINI ANCHORAGE SYSTEM
0Y 6 1 96 es 96 96 96 v6 se 7a 64
CROSSRAIL END CLAMP
• 14037 1 96 96 96 96 96 96 93 82 73
LAG BOLT 4 2 96 95 87 74 53 55 48 42 3d
■ 1 96 66 Is 96 86 7S 66 se 57
FLASHING Oboe 1 95 96 96 96 96 90 78 68 60
F
7 98 n4 71 64 S9 47 41 36 32
• EXIST.2X WD. U 96 96 96 96 98 93 82 72 64
2 B2 E4 77 es W 4• 4t 37 Ds
TRUSSES OR 1 96 96 96 96 90 79 W 61 55
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE J��� RAFTERS 2 96 96 95 eT 75 66 98 S 44
6°b�OO a otes 1 96 96 96 96 96 96 96 96 96
c2 �� De 10 96 rsel 2 96 96 96 96 96 92 s0 70 67
• 727 1 96 95 96 96 96 96 96 96
. a 2 9Y 94 90 9O 98 94 Sa 72 6a
• 3810 96 96 96 96 96 96 96 96 96
'y PLACE BOLT 2 96 96 96 16 96 96 96 96 89
1/4"SS 18-8 BOLT -- - 'A ATC.L.OF
1/4"SS SERRATED FLANGE NUT "p` 2 TRUSS OR
EQ. EQ. RAFTER LAG BOLT PULL OUT CALCULATIONS
to Spruce,Pine, Per inch Thread Depth 2661bs
SS Lag Bolt 5/18"x 4" Min.Thread Depth 0'-3"
SECT ON "A-A" FLUSH MOUNT SYSTEM SPAN TABLE(Inches)
N.T.S. a 60 CELLS PORTRAIT OR LANDSCAPE Wood Strength x Thread Depth=Pull Out Strength
EVEREST CROSS RAIL(48-XL VERSION SEALANT EXPOSURE B 266 ibs,x 3 in=798Ibs.
Allowable Pull Out Strength per Lag Bolt 798 ibs.
ROOF WIND GROUND SNOW:0 psi Max,Pull Out Strength Required per Lag Bolt 288.67
SLOPE SPEED ZONE 1 ZONE 2 ZONE 3 Lag Bolt Pull Out Strength Safety Factor 2.78
Engineered to ASTM D 1761+r.Y.a=w«Y.0.„..m f w.. a, I (degs.) (mph) (inches) (inches) (inches)
L-FOOT - - _ Components Dimensions in Immt 110 96 89 77 Lag Screw Installation Guidelines Uni-Rac Specs.Lag pull-out(withdrawal)capacities(Ibs)
M`2 MMINIBK
° Ennw $r nlw' 115 96 86 74 1.Determine loce8on for the Mount on roof by in typical roof lumber(ASD)
�r 1°! ailing through the center of loins from bottom with
TEI '�11_ 120 96 84 70 6(325 ddll bh. Lag specifications
M,M M.:zRm STAINLESS STEEL screw
2X4 RAFTERS 24"O.C. s°'w 005. aaherinstanadon 130 94 80 65 2. Mark mouotini holes for Mount on
undedayment.Mounting holes should be centered Specific 5
_� OptlonY 410 P�ih /rs"shaft`
�m„«,a94°:rmmre.a r 7°-27° 140 91 73 60 on the cusses.
30,11115(64 pilothale. gravity rinch thread depth
RT MINI — �ed1Y 150 87 68 56 4. I sealant to bottom of Moum. p
SEE DATA SHEET ABOVE aT.aum N RPo T«n R se 6ekaa.mRR v.46 m Pfa 9
.•P: ASPHALT :E6,14Nm.Yw°.1wml•nP.mrN.N.lzaY... 160 93 64 53 5.Place Mount over roof undedayment with holes Douglas Fir,Larch 050 266
SHINGLES nNmelnt pYn".00R"`.10`11q Gf.aW. in roof.
rwMRa.R,RmwOe,cc. 170 80 60 49
MNY R.N,r wuolk FImObM RuhIr14 ,.%�`�..� 6.Apply sealant to bottom of Mount,spec sealant Douglas Fir,South 0.46 235
160 75 57 48 to lag screws and fasten Mount securely to
NOTE: _ 5/16"SS LAG BOLT , _( !a . -' - busts. I Engelman Spruce,Lodgepole Pine 0.46 235
SEAL BASE MOUNT TO EXISTING 5/16"SS FENDER WASHER ) De{k in6teuadan 7.Apply adtlitlonal seaiam to top assembly to be (MSR 165O f&higher)
ROOF UNDERLAYMENT WITH ROOF '` r surez.peneca esealad.
� I ` T ascETnavenom•70,PN10000.� 'Hem,Fir,Redwood(dose grain) 0.43 212 f
SEALANT AND MEMBRANE MONRwm 10096waterpreot 4.1D 40D20N KL Y 0 (0 6
ce n as In,,..enaaon,.! Hem.Fir(North) 0.46 235 m CL
T"°`"N.°'"°•O""'w"°°'"'"'°°6.55154 Southern Pine 0.55 307 J=a
((f Notes:(1)Thread must be embedded In the side grain of a Trusses or other structural w .Wen,"mYK5„ I-
/J J - i= member Integral with the building stmdure.
i` v= eMOol a01 1nomAG RE r.10 R.w m5n.6mmx10,105 was Spruce,
L IO/ PInO,Fir 0.42 205
r \ (2) Lag Bolts must be located In the middle third Of the stmcturel member. .R..o .P.5 zmzec.
� ' (3) These values are not valid for wet services. 4...b.na..a.nanti 6000750.50 a,EBDI w:n,n•a aaw"R
pe.e5m.q w.•m.46NY..«.aWa,.,dmxE011 (4) This table does not indude sheer eapaertes.Unecessary,contacts bcal engineer to emWW,q f4m..°5e aR e..,mrYa.,ua3R.i p°x+sR.a.aa•e,+rR6a Spruce,Pine,F
SHINGLE ROOF MOUNT DETAIL & DATA . ,,><CE �pec fy la boll size wtth "n"°0°""""00.'0' 5555" "°0.bmiNN4.S (E of 2mi111onpaland higher
N regent to shear forces. a.Nk„mm w55.a 0...R.m 0.mwamR n.wa.m Rmm..n m mkry
(5) Install lag bats wah head ad washerllush to surface(no gap).Do our over-torque. 0.500.007 grades of MSR and MEL) 0.50 266
.S. (e) Wdhdrewal design values for lag screw cannedions shall be multiplied by applicable bloVeafrV ources:Ame ,
cat Wood Council,NOS 2005,Table 11.2A 11.3A
_zC O. adiostment factors If necessary.See table 10.3.1 in the Amenloan Wood Councl NDS kb.aw....mwo.an WmmnlWn.wm.".nk,Y6.O=.a b e.
83104 O — for Wood Constnlpion. 6a5u0Y0Momrym,6.m.N1miM 010»"4°"015..
DOCUMENT CONTROL DATE AD OC ENGINEER CONTACT INFORMA'fl ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: RACKING PLAN
ISSUED FOR PERMR 17-23-2026 DP DM r) JERRY BROWN
ENGIPARTNERSI III 00.TITAN SOLAR POWER FL PROJECT ADDRESS:
REV DESCRIPTION DATE (AD �4e 7�L,J:r 1 12221 N US HIGHWAY 301 C.A.32881 * TITAN
2972 MOULDEN HOLLOW DR
255GIRALDAAVE
CORAL GABLES,FL 33134�r ,o• THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
- t.6„=' `4- SOLAR POWER ENG.RAFAEL A GONZALEZ SOTO,PE S-2
DESIGN@ENGIPARTNERS.CONf/; f '` . (813)982-9001 TSP59989 r t
' - 3' PARCEL NUMBER: DATE: SHEETS; 6 OF 9
./J 69 ' `" 25-26-21-0100-00000.0840 11-232D20
833-868-364-4 / m0. 1 #EC13008093
J, ■ I \`\ REC ALPH9 BLACKSERIES,..----,--
11 T t • j i[.T.A ,HEFT
CERTIFICATIONS
-.— IEC612152016,IEC6T7302016,UL1703.UL61730
1721 its[67Je f111I I EC 62804
�p.t[ 802n15J. 455117.91 IEC61701 SaltMist_.
IEC62716 Ammonia ResistanceVq
�r� ❑ � + ULT703 Fire Type Class2
1ODD[ I IEC62782 Dynamic Mechanical Lcodi
IEC61215-2„2016 Hailstone(35mm)
A540402NCC2016 CyclicWlndLoad
f d 150140012004.150 900k2015.OH5A4180012007
�$ & ® CE
41 WARRANTY
2Qyearproductwarranty
a(o.45 e1 2Syearlinearpoweroutputwarranty
Maximumannualpowerdegresslon of0 25%p.a
Guarantees 92%ofp0werafter25 years
2O.5O Seewarrantyordtiongforfuriherde4ails.
[0.78 x0081 I -.-- 127° 7 =
t
t MECHANICAL DATA
Dimensions: 67B x40x12 in(17ZI x1016x 3D mm)
45[LS] 22.5 P.9( 62151(24.540041 - -
- s
.. ..._..... r.._-_..._,__,_..
i Area: 1B8sgft(175M2)
130[1.18] ._
GENERAL DATA Meesure arts hmm lin) Weight , ..w.,.._.,...,, ......-...__ 43I (95t )
120haIf-cutcellswithREC 3-part,3bypassdtades,IP67rated MAXIMUMRATINGS
Ceitype heterojunctioncalltechnology Junctionbca. r»� -+' in ccadarcewith_IEC62740
6stringsof20cellsinseries -12AWG(4mmz)PVwire39+471n(l-12m)- DpeatiortalYemperatu----. --- ^W 40 85'6
013 in{32mm)soler•gwith naccarderrcewithF1V50618 Maximum system voltage, buoy
Glass lass ...........................�.........,...,......_.......,.......•.._...._. ......-.,, ,....,.,�..,..... ,...,»..,,...m.,.....»..,.....,...,,-...M ...,.�.,.,.........w.,..,..
�-y--antii-reflection�rfacetreatment = Design toad(.-):snow 4666 Pa(975Ibs/sgft)
StaubhMC4PV-KBT4/IfST4,RAWG(4mm) Maxlmumtestload(�) 7000Pa(146ibsfsgft)Y
Highly resistant Connectors: haccord■ncewithJEC62952 000P...._
eacksheet polymeric construction IP68eniywhenoamacted Design load(-)wind 2666Pa 5.61 s ft
Framer �� ^�Anodizedaluminum(blacfc) OriginM ... _m Ma;n5ingapore Maximum test load(-)...... 4000Pa(83-Slbs/sgft)µ'_ 6
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Maxserlesfuse rating 25A
ELECTRICALDATA@STC ProductCode':RECxxxAABlock
Maxrevarseturrent 25A �g
Nominal Power P (Wp) 355 360 365 _ 370 375 'Calcu6tedusrrgasafetyfactoroft-5 5
"See kxtalbtbnmamelformourA irg irxtructbns
WattClass5ortin IW) -015 -0/-.-5 • 0/#S�u. 4D/5 •
.. D/.5
NominalPow�erVoltage V (V) _ 3_77_ -38.0 383_ 387 TEMPERATURERATINGS-
NominalPowerCurrent I _ 950 ^955 9.60 966- 972 .om!naIModule(?peratingTemperaturre44'G(.2'C)
Rcgq_-_ ,
Operi GrcuitVoltege V14(V) - mmT 440 441 44.3 .T 44.5 44 6 Temperature coefficlen#of PHA 025%/C ShortCircuitCurrent •.
ly�(A)�_______ __________N- 1019_ _1023 _ - 1026_ H--1°.30 1040 Temperature coeffidentofVw—^ 0.24%/6
PanelEffidency(%) •203 _ 20.6 20.9 w 21.2 214 Temperaturecoefficient�lu. rMtl 004%/`C
ValuesetstardardtestccndltEcs TC.airmassAM1. Frad'arcel0.75WJsgft(1000tmvperature77'F(25T).hasedanaproducticn `Theternperaturecoeffickntsstotedare(near valterB[_ ,L3< 5EfIE5
spreadwithatolaer aofVrc&Iu±36withhenewettc6ss.°Whae�oocirdkatestheronivIpw,erdass(P.datSTCatura
ELECTRICAL DATA @ NMOT ProductCode':RECxxxAA Black LOW LIGHT BEHAVIOUR
NominaIPower-P911(Wp) 270 274 278 _ .282 286 Typirallowirradianceperformanceafmoduleat5TC, m
Nom(nalPowerVolta�e Vnyp(V)-._..„ 352_^._� 35.5��. M 35B N- 36.1 ,. 36.4 4
NomPaworCurrerh {A) 7:67 7.71 776 760 _7.135 c_.`° -
A
OpenCirwitVolta a-V ) 41.4 41b 41.7 419 42.0 y
5hortClrcuitCurrent-Ix(A) 823 826 829 832 840
Nom YalmocbleopaatNtmperatwe(NNDT:aFinassAMl 5,IrtadHrceaCOW/rcl,tempwaEure68'F(20'C)whdspead3.3ft/s(Irrtls�," 1
Where indlcatw iianomhalpowadaw(P.rdat.STCabrne. �, fe.
AWiV Inodierce(W/m=)
Foundedin Norway in1996,REC isa leading vertically integrated
F
sales energy company.Through integrated manufacturingfrom RE(
T F jf� silicontowafeIs,calk,hi1ggh-qual'rtypa nets and axtendingtosolar
1 •�, • ( 2 �, r soluttMs;.RECprovide5 tit a world with a reliable source of clean wrvwrWz Mp¢591R
t tf # 1' energy FECs renowned product quality is se orted by the
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�,�•, lGrre9t warranty claims rata in the�-RErC is a�uesYar
r �• simm c mrsrty with r�dzuart ri Aw*tvnve.aaltd apecatlonal
. - . . , - i.i�• ', headtynn>re r5 in arr�yypota Ri;C empl4r�afcnand2-00fl(3B001e
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_____________ ______________________________ : .
DOCUMENT CONTROL rDATE D OC ENGINEER CONTACT INFORMATIOtr ENGINEER{NO STAMP RACTOR CONTACT INFORMATION I CONTRACTOR LOGO CUSTOMER I ?HeET NAME:
ISSUED FOR PERMIT 1143-2020 DP DM ENGIPARTNERS LLB; TRIV
TITIAN SOLAR POWER FL JERRY BROWN
REV DESCRIPTION DATE D OC -'f_ PROJECT ADDRESS: PV MODULES DATASHEET
CIR.LDA A - / � 12221 N US HIGHWAY 301 255GIRALDAAVE - .mss •• /` (& TITAN2972 MOULDEN HOLLOW DR
CORAL GABLES,FL 33134 �" THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: J5iNEER OF RECORD: SHEET TITLE:
% -- ''. C D f � S 0 L A R P 0 W E R p ENG.RAFAEL A.GONZALEZ SOTO,PE D�1
DESIGNt ENGIPARTNERS.COM or t � C7i (813)982-9001 PARCEL NUMBER: TSP59989 DATE: SHEETS:
pp���tQ7 OF 9
833-888-3644 ��/�®■r �. � �` #EC13008093 25-28-21.0100-0000°-°540 11-232020
/ Power Optimizer
For North America
Power Optirnizer P320 / P34 / P370/ 400 / P401 / P405 / P485 / P505
For North America
P320 / P340 P370 P400 / P401 / P405 / P485 / P505 e
m INPUT
Rated Input DC Powerro 320 340 370 400 405 485 505 W
________ -
Absolute Maximum Input Volage 48 60 80 60 125m 83m We
(Voc at lowest temperature)
MPPTOperatingRange 8-48 8-60 8-80 8-60 125-105 12.5-83 Vdc
( t• Q Maximum Short Circuit Current
.. tt 10-1 11.75 11 14 Adc
(Is¢
till Maximum DC Input Current 1375 12.5 14-65 125 175 Adc
Maximum Efficiency — — 99.5 %
Weighed E____y 98-8 98.6
Overvoltage Category II
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 15 Adc
Malamum Output Voltage 60 85 Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power
Optimizer 1±01
We
STANDARD COMPLIANCE
N EMC FCC Part15 Class 8,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1(class II Safety),UL1741
Material UL94V-0,UV Resistant
MRDH5 Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System
Voltage 1000 Vdc
Compatible inverters All SolarEdge Single Phase and Three Phase inverters
129x153x335 Tini 53x295 1295162x59/ mm
Dimensions(WxLxH) T29x153x27.5/Str:6x11 /5.lx6xl,3 /5.tx6x1.16 129x159x49.5/S.tx6.3x1.9 5.1x6.4x2.3 /in
Weight(including cables) 630/1.4 1 750/1.7 655/15 845/1.9 1064,'23 gr/lb
Input Connector MC41n I Single or dual MC4m
MC41'1f„
Input Wire Length 0.16/0.52 rn/ft
Output Wire Type/Connector Double Insulated/MC4
Output Wire Length 0,9/295 1.2/3,9 m/ft
PV power optimization at the module-level Operating atureRangem 40-+85/-40-s185
Rating C/'F
Protection Rating 1P66/NEMA6P
Relative Humidity 0-100 %
/ Specifically designed to work with SolarEdge I Fast installation with a single bolt ([)Rated power of the moduleat STCv Il notexceed theoptimizer'Rated riput DC Power Meduleswithupw 5%pwrertolerance are allowed
(2)NEC 2017 requires max input vdtage be not more than ash'
inverters (3)For other connector types pease contact SdarEdge
I Next eneratlOn maintenance Wlth E1lodUPe (4)Fm dual version for parallel connection of two modules use P485-4NMDMRM In the case titan odd number of PV modules in one stung,installing me P485 dual version power optimizer connected
g tome PV module.When connecting a single module seal the unused input connecters wrdh the supplied pair of seals.
/ Up to 25% more energy level monitoring (5)For ambient temperature above+85•C/4165°F power de-rating is applied-Rerer to Power Opimzers Temperature De-Rating Technical Note ten inure details
I Superior efficiency(99.5%) / Meets NEC requirements for arc fault �.
protection(AFCI)and Photovoltaic Rapid �:•
/ Mitigates all types of module mismatch losses, Shutdown S P32°•�3'°.P37°-
y ) Minimum String Length Paf0,P401 8 10 18
from manufacturing tolerance to partial (Power Optimizers) p400 P485,P505 fi 8 14
shading I Module-level voltage shutdown for installer Maximumstem (PVRSS String Length(PowerOptmizers) 25 25 50m
and firefighter safety 5700(6000 with
I Flexible system design for maximum space Maximum Power per String SE7600-US-SE11400- 5250 — 6000 12750M W
_ US) -
14
utilization Parallel Strings of Different Lengths or Orientations Yes
(6)For detailed song sizing inforntavon refer m:hop'//www.solaredge.coon/sites'defaulr'fles/st erg-sizing_napdf
(7)h Is not avowed to mix P405/P485/P505 with P320/P340/P370/P400/P401 in me string
(8)A strong with morethan JO optim¢ers does not meet NEC rapid shutdown requirements safety vdtage will be above the 30V requirement
°y.% l'I fill, (9)For 205V grid:itis allayed to install up to 6,500W per string when the mazirrum power difference between each siting is 1,WON
(10)For 277/48W grid:it is allowed to install up to 15,000W per string when the maximum power diffeence between each string is 2,000W
solaredge.com0'a r'
SolarEdge Tedatologies Ltd Al tights roared.SOLAREDGE,the SolarEdge logo,oPnhtZFD BYSOLJREDGE era trtdemads or r gistered trademark of solarEdga Tedmologiat,Ire 0 11. RoHS
.'� -- tAGEV I ••" n .1 l- - Al other tredemedis mentionednemie are rmdemerl¢arthairmspective owners Dee 04/20201V02/ENG NAM.Subleut tochereewilhoutndt:ce
DOCUMENT CONTROL DATE D QC ENGINEER CONTACT INFORMATIOT ENGINEERING TRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FORPERMR 11.23.2020 DP DM ENGIPARTNERS LL "g *l eN SOLAR POWER FL JERRY BROWN SMART MONITORING DATASHEET
REV DESCRIPTION DATE AD QC PROJECT ADDRESS:
C.A.32661 ••' y„'• 12221 N US HIGHWAY 301 ( ) TITAN ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
255 GIRALDA AVE o o '.
2972 MOULDEN HOLLOW DR
CORAL GABLES,FL 33134 5TA kJ THONOTASASSA,FL 33592D-2
/ ,,•••�� q ` S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE
DESIGN(d1ENGIPARTNERS.COM �/ •,orn olit•' maw. (813)982-9001 TSP59989
• PARCEL NUMBER: DATE: SHEETS:
�.• �+ 26.26.21-olaa•ODOOD-0640 11-23-2020 8 OF 9
833-888-3 g, #EC13008093
'tf!#IiEII'
/ Single Phase Inverter
Singlewith H D-Wave Technology forNorth America
Phase Inverter ZSE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/
C SE7600H-US / SE10000H-US A SE11400H-US
with H D-Wave Technology
for North America X AR •
SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ OUTPUT
SE7600H-US / SE10000H-US SE11400H-US Rated AG Power Output 3000 3800@240V 5000 6000@240V 7600 10000 11400 @ 208V
VA
3300 @ 208V 5000 @ 2088V 100 000 @ 208V
Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 70000 @ 208V
ACOutputVottageMln:Nom.-Mmc ✓ ✓ d ✓ Vac
(211-240-264)
it AC Output Voltage Min:Nom.-Max. - , _ _ _ ✓ Vac
(183,-208 229)
AC Frequency(Nominal) 59.3-60-60.51'1 Hz
7
Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A
Current @240V
Maximum Continuous Output - 16 24 - - 48.5 A
Current @208V
O • Power Factor 1,Adjustable-0.85 to 0.85
p 5 GFDI Threshold 1 A
Utility Monitoring,Islanding Protection, Yes
Country Configurable Thresholds
INPUT
, soltM, ...4 (. �� V. n Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W
Maximum DC Power @208V - 5100 - 7750 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current @240V'I 8,5 10.5 13.5 13.5 20 27 30.5 Adc
Maximum Input Current @208Vu1 9 13.5 27 Adc
Max.Input short Circuit Current 45 Adc
o c Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600kn Sensitivity
Maximum Inverter Efficiency 99 99.2 %
99 @240V
CEC Weighted Efficiency 99 %
98.5@ 208V
Nighttime Power Consumption <2.5 W
Optimized installation with HD-Wave technology 0'For other regional settings please contact SolarEdge support
85A higher current source maybe used;the Inverter will Emit its input current to the values stated
I Specifically designed to work with power optimizers I UL1741 SA certified,for CPUC Rule 21 grid compliance
I Record-breaking 99%weighted efficiency / Small,lightweight,and easy to install both outdoors
or indoors
I Quick and easy inverter commissioning directly
from a smartphone using the SolarEdge SetApp Built-in module level monitoring
I Fixed voltage inverter for longer strings I Optional:Faster installations with built-in consumption
metering(1%accuracy)and production revenue grade
I Integrated arc fault protection and rapid metering(0.5%accuracy ANSI C12.20)
shutdown for NEC 2014 and 2017,per article
690.11 and 690.12
ill►d!///
solaredge.com s / tSOta i I r
Q'. s,10EN y
83i' ..
DOCUMENT CONTROL DATE CAO GC ENGINEER CONTACT INFORMATION- ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
R 71-23.2070 OP INVERTER DATASHEET
DM ENGIPARTNERS LL( TITAN SOLAR POWER FL JERRY BROWN
REV DESCRIPTION DATE CAOOC y- 1 PROJECT ADDRESS:
ISSUED FOR PERM
C.A.32661 � `12221 N US HIGHWAY 301
255 GIRALDA AVE T I T A N 2972 MOULDEN HOLLOW OR
CORAL GABLES,FL 33134 / 1h' I THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEETTITLE:
-- - ••,"' ® p ,•• S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-3
DESIGNCENGIPARTNERS.COM � '•.,,,,, U, `�� (813)982-9001 PARCEL NUMBER: TSP59989 DATE: SHEEr8:
25-28-21-0100-OOOOD-0640 11-232020
833-8138-3644 /� ®i+ AL 0\ #EC130D8093 9 OF 9
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