HomeMy WebLinkAbout22-3717M
� i I1 iia R� 371
�'�i k I!.
I
�.
11 ♦ + r ' e r�' • , 11 + �
• a ei w; .. ^' • #
f' �Y � !^ � r♦.i a ...i i!� a Y? i� � ,, U Y ;f i '"Y,
CGNTRACTOP SIGNATURE
a
PE IT OFFICE
ITHOUT APPROVED
}. atr iF. ;tlf 1� ik.
`,[ OUR NOTICE REQUIRED
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
. 2 67
Date Received Phone Contact. for Penuittin
Owner's Name Edward Rivera Owner Phone Number 787 390-61 8
Owners Addrass'[39783 Harmon grove et Zephyrhil FFL 33540] Owner Phone Number _
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
39783 Harmon grove ct Zephyrhiils FL 33540
LOT#
260
SUBDIVISION
E
PARCEL 10#,
24-26-21-0110-00000-2600
108TAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
E
NEW CONSTt X
ADDIALT
SIGN DEMOLISH
INSTALL
REPAIR
PROPOSED USE
SFR
COMM
X
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
DESCRIPTION OF WORK
BUILDING SIZE
' .;'.,
BUILDING
X= ELECTRI CAL
=PLUMBING
=MECHANICAL
=GAS
mounted solar PV installation with derated main panel
SO FOOTACsE HEIGHT
48000
ROOFING
FINISHED FLOOR ELEVATIONS
NMI
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY mm
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA =YES NO
COMPANY
REGISTERED
M
W.R E.C,
Address = License #
ELECTRICIAN COMPANY iTan Solar Power FL- Scott Portier
SIGNATURE REGISTERr a Y 1 tit FEE CURRE
Address 13620 49th St N Clearwater FL 33762 License# .Epm.0
PLUMBER COMPANY
SIGNATURE REGISTERED
Y#! ESEcuRREN Yth'��
_o
Address License #
MECHANICAL E:
SIGNATURE RcOMPERED Y ES c,.,, E Y t N
Address License #
OTHER COMPANY
SIGNATURE REGISTERED Y! rE auRREN �l hd
Address License#
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivislonstlarge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w! Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit forall new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
*`-PROPERTY SURVEY required for all NEW construction.
Directions;
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (tor 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 -Nat over Counter if on public roadways,,needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-613-7BO.0021
Building Departm+
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit
than County regulations. The undersigned assumes responsibility for compliance w'i
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: if the
may be required to be licensed in accordance with state and local regula€ions. If the
contractor may be cited for a misdemeanor violation under state taw, If the owner of
may apply for the intended work, they are advised to contact the Pasco County Bull
Furthermore, if the owner has hired a contractor or contractors, he is advised to hay
application for which they will be responsible, If you, as the owner sign as the aontrr
not entitled to permitting privileges In Pasco County,
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOUR
that Transportation Impact Fees and Recourse Recovery Fees may apply to the cot
expansion of existing buildings, as specified In Pasco county Ordinance number 89
such fees, as may be due, will be identified at the time of permitting; It is further one
Fees must be paid prior to mcelving a "certificate of occupancy' or final power relea
power release, the fees must be paid prior to permit issuance, Furthermore, If Paso
to permit issuance In accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If va'
have been provided with a copy of the'Florida Construction Mien Law—Homeovme
Agriculture and Consumer Affairs. if the applicant is someone other than the "owner
document and promise In good faith to deliver it to the "owner" prior to commencem
CONTRACTOR`SIOWNFR°S AFFIDAVIT: I certify that all the information in this ap
all applicable laws regulating construction, zoning and land development, Applicatic
indicated, I certify that no work or Installation has commenced prior to issuance of a
laws regulating construction, county and City codes, zoning regulations, and land d
understand that the regulations of other government agencies may apply to the late
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Ban
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District-W
Watercourses.
Array Corps of Engineers -Seawalls, Docks, Navigable
Department of Health & Rehabilitative Services/Env
Septic Tanks.
US Environmental Protection Agency -Asbestos abater
Federal Aviation Authority -Runways.
t understand that the foilowing restrictions apply to the use of lilt:
Use of fill is not allowed in Flood Zone "V" unless expr,
if the fill material is to be used in Flood Zane W
compensating volume" will be submitted at time of p
licensed by the State of Florida.
If the fill material is to be used in Flood Zane "A" in
construction, I certify that fill Vll be used only to fill the
If fill material is to be used in any area, I certify tl
properties. If use of fill is found to adversely affect ac
the conditions of the building permit issued under the
acre which are elevated by fill, an engineered dralnag�
If I am the AGENT FOR THE OWNER, I promise In good faith to inform the owner
commencing construction, i understand that a separate permit may be required for
other installations not specifically included in the application. A permit issued shall I,
authority to violate, cancel, after, or set aside any provisions of the technical codes"
thereafter requiring a correction of errors in plans, construction or violations of any I
authorized by such permit is commenced within six months of permit Issuance, or i
period of six (6) months after the time the work Is commenced. An extension may b
exceed ninety (90) days and will demonstrate Justifiable cause for the extension if i
abandoned,
OWNER OR AGENT
Subscribed and swam to (or affirmed) before me this
..w, by.-
Who Ware personally known to me orhss/have produced
as identification,
Commission No.__
N
_,ame of friary typal, -5r'snted cars#amped—�—`W...—
iay be subject to "deed" restrictions" which may be, more restrictive
any applicable deed restrictions.
Kner has hired a contractor or contractors to undertake work, they
retractor is not licensed as required by law, both the owner and
tended contractor are uncertain as to what licensing requirements
ig Inspection Division --Licensing Section at 727-847. 8009,
the contractor(s) sign portions of the "contractor Block" of this
lor, that may be an indication that hels not propedy licensed and is
:E RECOVERY FEES: The undersigned understands
Unction of new buildings, change of use in existing buildings, or
V and 90-07, as amended, The undersigned also understands, that
rstood that Transportation Impact Fees and Resource Recovery
a� If the project does not Involve a certificate of occupancy or final
County Water/Server tmpaetfees are due, they must be paid prior
ation of work is $2,500.,00 or more, I certify that I, the applicant,
> Protection Guide" prepared by the Florida Department of
I certify that I have obtained a copy of the above described
it-
ication is accurate and that all work will be done in compliance with
is hereby made to obtain a permit to do work and installation as
,ermit and that all work will be performed to meet standards of all
mlopment regulations in the jurisdiction, I also certify that I
Jed work, and that it is my responsibility to identify whet actions I
Wetland Areas and Environmentally Sensitive
Cypress Sayheads, Wetland Areas, Altering
Health Unit -Wells, Wastewater Treatment,
permitted..
understood that a drainage plan addressing a
ing which is prepared by a professional engineer
connection with a permitted building using stem wall
area within the stem wall.
oat use of such fill will not adversely affect adjacent
jacent properties, the owner may be cited for violating
attached permit application, for lots less than one (1)
plan is required.
,f the permitting conditions set forth in this affidavit prior to
alectricat work, plumbing, slydns, wells, pools, air conditioning, gas, or
e construed to be e license to proceed with the work and not as
nor shall Issuance of e pennitprevent the Building Official from
;odes. Every permit issued shall become Invalid unless the work
work authorized by the permit is suspended or abandoned for a
requested, in writing, from the Building Official for a period not to
,iork ceases for ninety (90) consecutive days, the Jab is considered
:NCE EN"T MAY RESULT IN YOUR
TO OBTAIN FINANCING, CONSULT
y public
Pu Notary Public State of Florida
° Anthony R. Layne
My Commission GG 955763
e� Fe Expires 02/05/2024
02/16/2022 02:59 PM Rcpt: 2418281 Rec: 10,00 IDS: 0,00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
I b
. ...... ,rrr,'A 10 No
NOTICE OF COMMENCEMENT
( ...... ty of 110�� Iv,
`)II
r "NDL!61GNIA) he ,,' mby Givcnot co that iinpownw"t wr ho ulado to certain MMI Pf"PINtY til'd art imcwdanc") v'O' ("hopt, r 11 1 r!01, ja
V�roi'ca4nt1 Oooniiioo i piovidelim iors No6zo of Commencomen!
I Duo,ptioo (,I 11,opony Parcel Idenurcxd,uu No L42N, 21 0110 0101a �111111
Sl,,,,?tAddress 39183 HAR MON GROVE COURT, ZF Fll iYRf 0LLS, I- L 33540
Ovcfir Information or Lessee information it the lessee contracted for thu improvement
-NTO EMARD RWERA a MUNrZ REGINA SEPi)I.VEDA
ZEIPHY'RHII LS
Add, City
ntowst,nProperty: OWNER
FL
Name of Par, Simple littehoider
(if different from Owner listed above)
Address City Stahl
4 Contractor
Name KISSIMMIEE I I
o0l ARMSTRONG BLVD
Address City slate,
Conua=r's Telephone No
5 Surety _
Name
Amount .fBond. $ Telephone No
G Lender
Name
Lender's Telephone No
SFie
7 Persons within the State of Flonda designated by the owner upon Mom notices or other documents may be served as provided by
Section 713 131 J)(a)(7), Florida Statutes
Add, ess
Telephone Number of Designated Parson
City te
9 In addition 10 himself, the owner designates of
to receive a copy of the Lienor's Notice is proirded in Section 713 13(1)(b), Flonda Statutes.
Telophono. Number of Person or Entity Designated by OMer
Expiration date of Notice of Commencement (the expiration date may not he before the completion of consinuction and final payment to the
contractor. but "It be ono year from the date of recording unless a different date is specified)
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 71313, RORIDA STATUTES AND CAN
RESULT IN YOUR PAYING TWCE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMNIENCEMENT MUST SE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCiNG, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated Therein are true to the best
of my kno0odgo and bolicl
STATE OF FLORIDA
COUNTY OF PASCO
Signature of Owner or Lessee, or Owners or Lessee a AG honzed
SIgoay _sTlfll"Off
T`o fcoegwnq n.0ument was acknowledged before me this Q'
(Iay of x(by
------ as (type of authority, c: 9, officer, trustee, attorney in fact) for
—(name of gaily :half ofwho�l exo-cu!"c)
Pe,or,iHy K,,o,, QR Produced Ident,ficahon Notary Signature
TyI,,,, of Name, (Ptini)
AKEEN AAMIL SUAREZ
I"r I, ro I,r l' Lx F, v'ii
A!, da S jwf-tj pc'C',04e,
"w'on'rre—
c I C I,
02/16/2022 0259 PM Rcpt: 2418281 Rec: 10.00 IDS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
J
I I N
NOTICE OF COMMENCEMENT
()�R [)A PA SCIO
TT,I i SI)('tSlt;Si-U hetEtz, gives wi a; that unpmvcroont 4�11 be made to ec�fain roa1 p c p<i`,y, ar,d „ arx-ordzince oath Ct:af tc i F t i. 1-: s 1u . ,, r_. .
!:�e l"llo—nif wlorro'd'ou is pio,dod in 11- Notice of Coulturencenntlil
I Dcsci,plinu of it ithony Parcel Idwichc-ut,on No 24 21, 1101 IS 01101111 �26(10_
Sn,uuf Andni, ' 3 _"ARt
2 General Des.rpuou of Improvement fV 1301AR INSTALLATION
Oyer Infounation or Lessee Information if the Lessee contracted for the improvement
;',INTO ED'AIARD RIVERAS 7. UM7 REGAA SEPULVFDA
Name
ZEPHYRHILLS
FL
Add,ess
City
Sta!o
olowst in property OWNER
Name of Fee Simple Titleholder
fit different from Ovxan listed above)
Address
City
SnunI
4 Contractor.
Name
KiSSIMMIEE
FL
901 ARNISTR
Ad d o S
City
State
Contractor's Telephone No
5 Surety
Name
Address
City
State
Amount of Bond S
Telephone Na..
G. Londe,
Name
Address
City
State
Lenders Telephone No
7 Persons within the State of Flonda designated by the owner upon wtluini
notices or other documents may M served as provided by
Section 713 13(1)(a)l7), Florida Statutes
Andress
Te1cphoda Number of Designated Person
City State
9 In addition to himself, the owner designates of
to receive a copy of the Lienors Notice as provided in Section 713 13(1)(b), Florida Statutes
Tolelor,one Noun, b of Person or Fruity Designated by D,,oier
a Exptra!an date of Nonce of Commencement (the expiration dale may not be before the completion of construction and final payment to the
contractor, but wll be one year from the date of recording unless a different date is specified).
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713 13, FLORIDA STATUTES AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING. CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalty of i ..... ry, I declare that I have read the foregoing notice of commencement and that the facts stated [heroin are true to the best
of my knoorlodcro and belief
STATE OF FLORIDA
COUNTY OF PASCO
Signature of (Darner or Lessee, at Owners or Lessee`s Aufhonzed
Signatory's TillivOiffice
Ti,u fou,,going,usliument was aoinnovAedged before rue lhis 2CQ( by
_.g_day of
(type Of milhonly, V 9, officer. trustee, attorney In fa(d) for
7—
s rYkri w iw If f VA
(name of partygo, 0 1YIni owcuiedl
Peonally Kno— C),Qfl Pmdced ldenVficafion Notary Signature
TylF, of Hwiff,calron Ploducad Q�— Name (Pirril)
A _Fj A 1, li U
KEEN AAAMIL SUAREZ
% Irrf'),ss 'Lxpl'ei
ixc:r 2048
DOCUMENT CONTROL.
ED FOR PERMIT
r DESCRIPTION ®®.®
DATE ICADI GC I
ENGINEER CONTACT INFORMATION
02-16-22', EC iAW:
rl�l('�ti-1/t.C'J.-(-P ERS ( i C
CIVl7Ii-J'SR i i`t i1J LLI�
DATE ',CAD GC
I �
C.A 32661
255 GIRA.LDA AVE
_._ ___....
CORAL GABLES, FL33134
DESIGN@ENGIPARTNERS.COM
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO CUSTOMER:
EDWARD RIVERA 39783
TITAN SOLAR
Digitally signed
` cse rte by Rafael A
12221 N US HIGHWAY 301
PROJECT ADDRESS:
39783 HARMON GROVE CT
f,==_GanzaCez Sato
THONOTASASSA, FL 33592
(OTITAN ZEPHYRHILLS FL 33540
- 2s Bate`
50 L A R P 0 W E sR
2022.02.11
(813).982 -9001
-
a,�at-`.... n �,
PARCEL. NUMBER:
f 1j ko 1 %.o1 f— 1 IY
PIi n • t�l� RRS �_'iRi.�l�RAr�►'�if
BY K2 SYSTEMS
PROJECT LATITUDE 2820I MINAMBIENTTEMP
-1 °C
PROJECT LONGITUDE-82.159538 MAX AMBIENT TEMP
34 ° C
WIND EXPOSURE
B
AHJ ZEPHYRHILLS CITY {FL)
DESIGN WIND SPEED
138MP
DRAWINGS INDEX
C-1
COVER SHEET
C-2
SAFETY PLANS
E-I
ONE LINE RISER DIAGRAM
E-2
SAFETY LABELS
S-1
STRUCTURAL PLAN
S-2
RACKING PLAN
D-I
PV MODULES DATA SHEET
D-2
SMART MONITORING DATA SHEET
D-3
INVERTER DATA SHEET
PER FL. STATUTE 377,705 (REVISED 7(112017), I RAFAEL A. GONZAL
SOTO, P.E. 33104 AN ENGINEER LICENSED PURSUANT TO CHART
471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRIC
COMPONENTS ARE DESIGNED AND APPROVED USING T
STANDARDS CONTAINED IN THE MOST RECENT VERSION OF T
FLORIDA BUILDING CODE.
APPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION,
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES, FFPC 7TI # EDITION, NFPA 2018, NFPA 70 AND NEC 20
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE i
EDITION OR LOCAL GOVERNING CODE.
ALL WIRING METHODS AND INSTALLATION PRACTICES SH1
CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOC
STATE CODES, AND OTHER APPLICABLE LOCAL. CODES. MEA
SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYI
CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM F
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO
TORQUED PER DEVICE LISTING, OR MANUFACTURE
RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SH1
BE CHECKED FOR PROPER GROUNDING.
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 2017 OR OTHER
APPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING
PAGE FOR MORE INFORMATION.
RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWI
MANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUND[
WEER CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRIC
CONTINUITY.
MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOS
BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED US[
ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30
AND 30.4-2(A,B AND 167C) HAVE BEEN INCORPORATED. MEAN RC
HEIGHT MUST BE LESS THAN 60 FEET.
SHEET NAME:
SHEETCOVER
§ PROJECT ID: ENGINEER OF RECORD: SHEET i#-
--jjl ENG. RAFAEL A. GONZALEZ SOTO, PE
i TSP 1 1-5266 DATE: SHEETS:
_1
ED FOR PERMIT
I I DESCRIPTION
"PROPERTY SIDE FACING STREET"
DOCUMENT CONTROL DATE CADJQC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
-D`0-22 ' Ec �'Av
ENGIPARTNERS LLC
GATE '.AO..
GA. 32661
Digftafly5igned
255 GIRALDA AVE
by Rdael A
CORAL GABLES. FL 33134
Gonzalez Soto
DESIGN@ENGIPARTNERS COM
2022,02.11
05:58:18 -04'00'
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONGTASASSA, FL 33592
(813) 982 -9001
ELECTRIC METER
NNECT
SINVERTER#1
CONTRACTOR LOGO
#TITAN
S 0 L. A R P 0 W F R
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
URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
CUSTOMER:
EDWARD RIVERA 39783
PROJECT ADDRESS: 39783 HARMON GROVE CT
ZERHYRHtLLS FL 33540
PARCEL NUMBER: _—
SHEET NAME:
SAFETY PLAN
PROJECT ID: :,NGISG.= OF RECORD: -E:
EL A. GONZ.-.L=l SOTO, P1 SHEET TIRE:
C-2
TSP115266 DATE: ISHEETS:
WIRE TAG
DO (BEFORE JB)
DC (AFTER JB)
AC (INVERTER TO METER)
STRING #1
Atl A1.2 A1.3
WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE, LOCATION & INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
125% OF WIRE DE -RATED CALCULATION
CONDUCTOR NEUTRAL F GROUND RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT MIN VOLTAGE CONDU
OUTPUT OCIDD WIRE T � # OFFINAL DIST, VOLTAGE
QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION ABOVE ROOF CURRENT! UBIDN I L DROP % FILL 0/(
CURRRENT RATINGTEMP COND.I AMPACITY
(6) #10 AWG PV WIRE N/A (1)#8AWG 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 0A1% 6.4%
-7
(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 0-8 243 A 20 FT 350V 1 0.21% 8.1%
(2) #6 AWG THWN-2 1 (1) #6 AWG THWN-2 1 (1) #8 AW_GT_Hm__2---- 3/4" EMT CONDUIT EXTERIOR WALL 1 "N/A" 42A 52.5A 5 FT. 60A 75A X 0.76 X 1 =57.0 A 240V 1 0.1% 7.7%
A1.4 I A1.5 1 A1.6 A1.7 A1.8 1 A1.9
/k
L - iT _1-� _TIT I I
STRING #2 5
A2.1 A2.2 A2.3 A2.4 j A2.5 A2.6 A2 7 AZ8 A2.9
L
f
L 2
4
id T
_U
3
PV RAILS TO BE BONDED WITH #8 BARE WIRE -) ------
STRING #3
All Al2 A3.3 B14 B3,5 B16 B3.7 B18 B3.9
ill NEMA3R
AV[ j, A
L 71
GONZ
%J, C 14
0 A
-3104 0
STATE OF 4i
//;/"OIVAL
® 11111111110N�
6 tUNFUSED 6
60A
7
--A 1 #4 THWN-2
GROUND
9
EXISTING UNDERGROUND SERVICE
240V/120V 200A BUS BAR
3 # 3/0 THWN-2
METER I I
INVERTER TOTAL OUTPUT: 42A
SAFETY RATING (125%)
52.50A
TOTAL PV SYSTEM OCPD-
60A
8
MAIN BREAKER RATING:
175A
OA 1
BUS BAR RATING:
200A
120% BACKFEED RATING:
65A
MAIN BREAKER TO BE DERATED
FROM 200A TO 175A. ELECTRICAL
CONTRACTOR ASSUMES ALL
RESPONSIBILITY PERTAINING
THE CHANGE.
2 #10 PV WIRE PER STRING
(27) Q.PEAK DUO BLK ML-G10+395 BY TITAN
2
1 #8 BARE WIRE GROUND
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
3/4" EMT CONDUIT
2 #10 THWN-2 PER STRING
4
1 #8 THWN-2 GROUND
5
SE1000OH-US BY SOLAREDGE
6
2 #6 L1,L2 THWN-2 1 #8 THWN-2 GROUND
3/4" EMT CONDUIT
REFER TO D-3 SHEET
1 #6 THWN-2 NEUTRAL 3/4" EMT CONDUIT
7
I
PV SYSTEM DISCONNECT - 60A RATED
I
8
I
PV INTERCONNECTION POINT - PV BREAKER
I
9
I
UTILITY ELECTRICAL SERVICE
I I
ED FOR PERMIT
' I DESCRIPTION
DOCUMENT CONTROL DATE 1CADIQC ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
DZ-10-22 1 ECIAW
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
DATE I.A.TQ.
C.A. 32661
....... .... Digitally signed
'Ga+c
12221 N US HIGHWAY 301
-,"'$ by Rafael A
1 255 GIRALDA AVE
CORAL GABLES, FL 33134
Z Gonzalez S.to
THONOTASASSA. FL 33592
Dat-
DESIGN@ENGIPARTNERS.Com
qq
2022.02A 1
(813) 932 -9001
CONTRACTOR LOGO CUSTOMER: SHEETNAME:
EDWARD RIVERA 39783
11.1ECTADDRES5: ONE LINE RISER DIAGRAM
39783 HARMON GROVE CT
#TITAN ZEPHYRHILLS FL 33540 PROJECTID- ENGINEER OFRECORD: O
S 'I L AR P 0 W E R ENRAFAE -Z SOTO PE SHEET TITLE: E-1
TSPI15266
TURN OFF PHOTOVOLTAIC
LABEL LOCATION:
AC DISCONNECT,
POINT OF INTERCONNECTION
PER CODE: NEC 690.13 (B)
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: NEC 110,27 (C)
OSHA 1910A45(D(7)
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: NEC 690.56(C)(3)
LABEL LOCATION:
AC DISCONNECT
POINT OF INTERCONNECTION
PER CODE: NEC 690.56(C)
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: FFPC 7TH EDITION: 11.12,2.1.1.1.1
DOCUMENT CONTROL
DATE ICADI QC I
ENGINEER CONTACT INFORMATION
ED FOR PERMIT
A
-"-2 cTw
02 2FEC
ENGIPARTNERS LLC
DESCRIPTION
DATE JCAD�.0
C,A,32661
255GIRALDAAVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
ENGINEERING STAMP
Digitally signed
by Rafael A
-Gonzalez Soto
Date:
2022,02,11
0558 43 -04'00'
INVERTER #1
LABEL LOCATION:
MAIN SERVICES DISCONNECT, DC CONDUIT
PER CODE: NEC 690.31 (G) (3)
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.53
LABEL LOCATION:
AC DISCONNECT
wxim*m��- I
\\\ \\ I /
0�
Z7 r1o' 83104
C)F
X
'01VAL
CONTRACTOR LOGO
#TITAN
0 L A P , P Q W ER
I PARCEL NUMBER:
EDWARD RIVERA 39783
39783 HARMON GROVE CT
ZEPHYRHILLS FL 33540
LABEL LOCATION:
MAIN SERVICE PANEL
POINT OF
INTERCONNECTION
PER CODE:
NEC 690.33(E)(2) & NEC
690.15 (C)
LABEL LOCATION: POINT OF INTERCONNECTION
PER CODE: NEC 690.15, NEC 690.13(B)
SHEET NAME:
PROJECT ID; IGINEER ISHEET TITLE:
RECORD
:
AILA G..1AL11-1OTO.PE tz-2
TSP 115266 FAT SHEETS:
ARRAY A
T I LT=211
AZIMUTH= 236° (SW)
DOCUMENTCONTROL
ED FOR PERMIT
, I 7sCFipnoT
OBS ROOF OBSTRUCTIONS
ARRAY#
XkX MODULE It
STRING #
PV MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
> ROOFSLOPE
EXT. EXTERIOR PV MODULE
I - CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS
FOR PROPER INSTALLATION OF THE PV SYSTEM.
2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER
IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR
REQUIRED TO INSTALL THE PV SYSTEM.
3- FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE
MODULE
SEE D-1
INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS.
4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO
AOUNTS
INSTALL AS PER MANUFACTURER STANDARDS.
-D AT CENTER
)F TRUSS - TYP.
TRUSSES/RAFTERS
PV MODULE IN LAYOUT IS CONSIDERED NON -EXPOSED AFTER
ON -INSTALLER
COMPLYING WITH THE FOLLOWING STATEMENTS BASED ON
'ERIFY IN FIELD
ASCE7-16:
B
-NO INDIVIDUAL PV MODULE IS MORE THAN 0.5(MEAN ROOF
HEIGHT) AWAY FROM ROOF EDGE OR ANOTHER MODULE.
`NE)
-NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FROM
ROOF EDGE OR ANOTHER MODULE.
-INDIVIDUAL PV MODULE IS MORE THAN 1.5(MODULE LENGTH)
AWAY FROM CLOSEST EXPOSED EDGE
ELECTRIC METER
MECT
; INVERTER #1
N.T.S.
,DI. Go
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CIAIN
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
C.A. 32661
Digitally signed
r e by Rafael A
12221 N US HIGHWAY 301
255 GIRALDA AVE
CORAL GABLES, FL 33134
,Gonzalez Soto
THONOTASASSA, FL 33592
DSIS:
DESIGN@ENGIPARTNERS,COM
2022.0211
(813) 982 -9001
ASCE 7.16 - 29.4-7
DESIGNED WIND PRESSURES:
p = qh (GC P)(707a)
1 10 100 1000
Effective Wind Area, ft2
CONTRACTOR LOGO
CUSTOMER:
EDWARD RIVERA 39783
#TITAN
PROJECT ADDRESS:
39783 HARMON GROVE CT
ZEPHYRHiLLS FL 33540
SOLAR PO W S R
PARCEL NUMBER;
Q.PEAK DUO
BLK ML-G10+
395W
UL 1703 CERTIFIED
MAX. DESIGN LOAD: 83.54 psf
APPLIED WIND LOAD: -27.01 psf
NOTES: i
-INSTALL MID CLAMPS BETWEEN i
MODULES AND ENDS CLAMPS AT THE
END OF EACH ROW OF MODULES.
-ALUMINUM RAILS SHOULD ALWAYS BE
SUPPORTED BY MORE THAN ONE
FOOTING ON BOTH SIDES OF THE
SPLICE,
WORST CASE MODULE:
ZONE 1: 70%
ZONE 2r: 30%
24,01(0.70) + 3430(0.30) = 27.01 psf
ULTIMATE WIND SPEED 140jrnph
DESIGN WIND SPEED
1381in-ph
RISK CATEGORY
If
EXPOSURE CATEGORY
B
ROOF SLOPE
21
ROOF TYPE
HIPPED
MATERIAL ROOF TYPE
ASPHALT SHINGLE
PRESSURE ZONE:
1&2
MEAN ROOF HEIGHT:
14.320
PERIMETER WIDTH:
4.000
KD
0.85
KzT
1.0
K,
0.575
VELOCITY PRESSURE (q) = 0.60'0.00256* K+iKzTKDV'
VELOCITY PRESSURE (ASD)
1 14,29
INTERIOR EDGE FACTOR: EXTERIOR EDGE ARRAY EQUALIZATII
FACTOR: IFACTOR:
YE= " I YE = 1.5 Ya = 0.8
EXTERNAL PRESSURE COEFFICIENT ZI
07 -1-40(
EXTERNAL PRESSURECOEFFICIENTZ2e
03 -2.00(
EXTERNAL PRESSURE COEFFICIENT Z2T
0.7 -2,00C
EXTERNAL PRESSURE COEFFICIENT Z3_
03 -2.00(
INTERNAL PRESSURE COEFFICIENT
0.18
ZONES PRESSURES INTERIOR EXTERIOR
(PSF) PRESSURES PRESSURES
(PSF) (PSF)
MAX MAX
SPAN CANT
(FT) LEVER(
1 -2Z58 -16.00 -24,01
6- 24
2e -31.15 -22,36 -34.30
1 61 24"
2r -31.15 22-86 1 -34,30
4' 161,
36 -34.30
4' 1 6,°
TOTAL ROOF AREA
2784,31 sq,-ft
TOTAL MODULES:
27
TOTAL PHOTOVOLTAIC AREA:
TOTAL PERCENTAGE AREA OF PV SYSTEM:
20-501%
WIND LOAD (PSF):
-27.01
TOTAL WIND LOAD (LBS): -15,413.53
TOTAL ROOF MOUNTS: 77
TENSION FORCE PER MOUNT (LBS):-200.18
SHEET NAME:
STRUCTURAL PLAN
PROJECT ID: ENGINEER AR.ECOI1D!
E". GONZALEZ SOTO. PF
T <'- P 19 5266
TITLE:
DATE: ISHEETS:
3e01 Proper;
kn,nji,
------ ----- --
1/4" SS 18-8 BOLT _F� 1/4" SS SERRATED FLANGE NU�.. \ley
K2 SYSTEMS
CROSS RAIL
SEESPLICE DATAFOOT SHEET ABOVE
CROSSRAIL YETI END CLAMP
2X4 RAFTERS 24" O.C.
ASPHALT
SHINGLES
NOTE:
I \_ 5116" SS LAG BOLT
SEAL BASE MOUNT TO EXISTING ',
5/16" SS FENDER WASHER
ROOF UNDERLAYMENT WITH ROOF'
SEALANT AND MEMBRANE _ I SEALANT7
�ING�LE R�OO�FMO�UN�TDE�TAIL& D�ATA�
N.T.S.
DOCUMENT CONTROL
F— DATE '!CAD'i QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
ED FOR PERMIT
02-19-22 1 EC 1 AW
ENGIPARTNERS LLC
DESCRIPTION
DATE CAD1QG
Digitally signed
C.A, 32661
by R a to e I A
255 GfRALDA AVE
-,Gonzalez Soto
CORAL GABLES, FL 33134
Dad,;
DESIGN@ENGIPARTNERS.COM
2022.02.17
05:59:04 -04'00'
0".
LAG BOLT
FLASHING
EXIST. 2X WD.
TRUSSES OR
RAFTERS
LACE BOLT
AT C,L. OF
TRUSS OR
ED, EQ.
RAFTER
SECTION
"A -A"
N.F.S.
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
Spruce, Pine, Per inch Thread Depth 26611as
SS Lag Bolt 5/16" x 4 in 0'-3"
Wood Strength x Thread Depth = Pull Out Strength
266 lbs. x 3 in = 798 lips,
Allowable Pull Out Strength per Lag Bolt
798 lbs.
Max. Pull Out Strength Required per Lag Bolt
200.18
Lag Bolt Pull Out Strength Safety Factor
399
DISTRIBUTED LOAD CALCULATIONS
DUAL MODULE WEIGHT
±3,5 LM 204 IL8S} � i27L= 1,404.00 LISS
PER SQUARE MODULES & RACKING
WEIGHT I -TOTAL ARRAY AREA = 1,404.00 LESS 1570.66 SQFT
246 PSF
HENCE ROOF WILL CARRY THE AL SOLAR SYSTEM
LOAD
Notes (1) Thread must be embedded in the side grain of a Trusses or other structural
member integral with the building structure,
(2) Lag Bolls must be located in the middle third of the structural member.
3)These values are not valid for wet services.
4) This table does not include shear capacities. If necessary, contact a local engineer to
specify tag bolt size with regard to shear forces,
(5) Install lag bolts with head ad washer flush to surface (no gap). Do nor over -torque.
(6) withdrawal design values for lag screw connections shall be multiplied by applicable
adjustment factors if necessary. See table 10.3.1 in the American Wood Council NDS
for
wood Construction,
Lag pull-out (withdrawal) Capacities (lbs) in typical
roof
lumber (ASD)
Lag Screw Installation Guidelines
1Determine location for the Mount on roof by drilling
STAINLESS STEEL Lag screw specifications
through the center of truss from bottom with 5/32" drill bit
2, Mark mounting note. for Meant on -dod'yoc'ot'
Specific
'/,,,'shaft,
Mounting holes should be centered an the trusses.
3 Drill 15/64" ®r ot here.
gravity
par inch thread depth
4 Apply —aint to bottom of Meant.
5 Place Mount over roof and erlayment with holes in roof,
Douglas Fir, Larch
0,50
266
6Apply sealant to bottom of Mount, apply sealant to lag
screws and fasten Mount securely to trusses.
Douglas Fir, South
046
235
7. Apply additional sealant to top assembly to be sure all
parres.b..s are sealed
kEngelman Spruce, Lodqepole Pine
0,46
235 v.
(MSR 1650 f & higher)
Hem, Fir, Redwood (close grain)
0.43
212
_0
Hem, Fir (North)
0,46
235
a)
Southern Pine
0,55
307
a)
Spruce, Pine, Fir
0.42
205
price, Pine, R,
I IF of 2 million psi and higher
grades of MSR and MEL)
0.50
266
Sources: American Wood Council, NDS 2005, Table 11,2A, 11,3A
CONTRACTOR LOGO CUSTOMER: EDWARD RIVERA 39783
PROJECTADDRESS:
39783 HARMON GROVE CT
#TITAN ZEPHYRHiLLS FL 33540
5 0 L A R P 0 w E R
PARCEL NUMBER:
SHEETRAME:
V M, 3
PROJECT to: r111GI=cp RECORD: E "
o_
A. GONZALEZ SOTO, PE SHEET TITLE: S-2
o, ISHEETS.
TSPI 15:266 DATE:
MECHANICALSPECIFICATION
DOCUMENT
ED FOR PERMIT
DESCRIPTION ®®
I
T
iS,9111111L. A R P A N E L
GEN
tp
MOO
Warranty
0 CELLS
STAT OF
ING THE 20% EFFICIENCY BARRIER
.t
a
INDLISTRY'S MOST THOROUGH TESTING
Q CELLS is the first solar module manufacturer to pass the most comprehensive quality
programme in the industrIn
The new `Quality Controlled. PV" of the independent certification institute TOV Rheinland.
ENDURING HIGH PERFORMANCE
'-a' ) Lang-terrn yield —6ty with Anti LID Tech vol gy„ Anti PTO Techn riogyl, f-tsrt-Spot Protect
` — and T cable Quality Tr Q'"
EXTREME WEATHER RATING
High-tech aluminum alloy (fame, certified for high snow (5400 Pa) and wind loads (4000 Pa):
rA RELIABLEINVESTMENT
1-1—i- 25-year product warranty and 25-year linear performance warrantyZ
INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields,whatever the weather with excellent tow -light and temperature behavior.
IAPTx , d dr. lrr i TS 628041�20i5,matF.odA(-1500V96h)
2 S- c .a s- e on r._ Fx tssrtn.:rinror-not on.
624442 1 ECI�AWI
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
ICAD QC
Digitally signedsignedC,A
32661
e ° e <r>
by Rafael A
12221 IN US HIGHWAY 301
,__DATE
_ _.-. .._.._....__
255 GI RALDA AVE
CORAL GABLES, FL 33134
e_
:Gonzalez
�
Soto
THONOTASASSA, FL 33592
--
-
Date:
DESIGN@ENGIPARTNERS.COM
' ` a
2022.02.11
(813) 982 -9001
I CONTRACTOR LOGO
FORMAT 740 in- 41.1 m ,, 1.26 m (inctnd ng f-0
(1879 rm- IG45 nm 32 mm)
WEIGHT 485 Ibs (22 u kg) - '~
F46NTCOVER _ 013 n(3.2m 1th_—,IIY Pr_ ressestdg' s wf h I-s t -s-
.
x, hec.ron xhactogy � 1€
BACKCOVER Comp-„tefrlrr,
FRAME Blackanodz a um (( l
CELL b 22 non ryz Isne Q,ANTUM solar huff cells
JUNCTION BOX 2,09-3.98 m > 1.26-2,36 :n 4S9 fl 7tir,
._ .... ........- l
C53-10t mm = 32-60 mrn x 15-18 mmt, 11367, ,,ltk hypos d"sodes
CABLE 4mm'SoLarcable',(f)y 44.2rn(i2S4mm},E-i749.2mCi"LSOmrs) i a
CONNECTOR. ._ Staubli:MC4;',P6£t ... .. .. ... _......._ t
ELECTRICAL C14ARACTERISTICS
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, 5TC (POWER TOLERANCE-r5 Wi-OW) '
POWER AT MPP (W] 385 390 1 395 400 4cC5
SHORT CIRCUIT CURRENT
-:,;;
(:^,.].
S:l OEI
11-,07
�l.}0
11.,14
1.Z.'_?
g
OPEN CIRCUIT VOLTAGE
V _ _
4519
45.23
44-.27
45,30
45.34
Z
CUP.F..Es STATMPP
,.
i.;;}
if .`',?
:;.i1: L5
10.7T
iU77
10.83
VOLTAGE A€MPP
'1.,;:::
(Vj
;,%..;3C;
36.62
:6,82
37i.�3
:17:=q
€FFICIENCY.
is
(f
_1R 6
>_19.9
> 20.=
-�0-4
_206...
MINEMUM Pumit"NCE-T NORMAL OPERATING CONDITIONS,
NMOT
__..
POWERATMP'?
€'VII
288.8
292.6.
296.3
3001
303�.8
_,
SHORT CIRCUIT CURRENF
�,
i;z}
390
8:22
`a'.9b
897
9,00
._. ...
....
.
....
.F.
.._
_
�
OPEN CIRCUIT VOLTAGE
ivj
r
+z62
` 2..,
cry
�69
4272
4276
I
CURRENTATMPF
>,
361
340
8bl
s.b7
VOLTAGEATMPP
V „
Vi
3459
34.81
35.03.._
35.25
35.46
U..y_t.rem_na
rC,era^cu> F,", &3' i, J,
a5 / at 9TC: i000W;m�. 25t
2a. , Ara. i
ac-orh , v
8,�904-S • '80OVI im , NM'OT. neczn.m A � a
_. ....-
-..-.......
4 A, s9fi
ofn i-1 Pawn apco 10pears At
Fe 86 L of'- ; po..e n ea r � ,
�. Ail d tn'u.Ih.n ra�a.aren ent€er • i
Fu! rronresr vrizh .ne �. ail we s� ow
ti y t h Q cC-LLS
g nfyoure.,pective .
- w pos.rxry.
Typ l dip m J r t— c coed uo s �n
,nparL,or to sTC aond ns.C25 C. to Go wid ') n
,�ew,- r,.�.,,,,...rn.'� �,ar,`�-�✓r.. �,,. .�„r_;. .,,,�,.,K �'f,z.,rn se,. ,,,,,, :. ,,,,,,�.b ta.,,.�f,3 ��, ��.z ,,,.. .....,.. r -'r ... ... ..... ..
iEMPER.ATUF.ECOEFFICFENTC7Fk, a €'f7; `:0,04`EMPERATURECOEFFICIENT OFV— : Kj -0,27.
TEMPEPAT ,URECOEFFICIENT OFih—...-... {.. If£,fr,;..-,:3440.IiiN/ALNIODUiFOPr=RATtNGT--/vipERATURE l.TMOT °--] 100 3L4,t7.-3°Cf_...
PROPERTIES FAR SYSTEM DESIGN
Maxsmum system VoEta+e / rat 1 E ^ ( t PV mcduie_tessifscatsan 1
Y ±� ` s K.1 „i}Jr� EG51,.04G 1P_; CPa
Maximum S_,i- Fuse Rating ;A DC] .. 20 Fire #ta-mg bs,ed an ANSI f UL 61730
Max. Des Load, Push f puu,
g" ({Gs,ft'] a(2EGGFa}i'n6('26o0!'e) ParrhtedModuFeTemperature %r(7 rup to _8., c--
,_.. _. ._. __. .... Con-ianous. Dut
M-Tesf Laad. Push "Po; ubs/ft 113 (a4COPa), €' 3a ODOPa'S 7 j-4D'", r
ifs tU+SS °mil
Manual
QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION
iEc 512T5,26,s Csnsa 1;
U> p+r_ne y,avl,zss4�ra .vex,: w<.._ a. _- as 76.4in <3.3"n 48.0zn 1656(i�s 24 24 32
PL e�rurr : jog" f. C US �, 32ur =r•, 19c01r1r l ) 22Orn 9
�.em>>� r .xK Pa I ,cs patios n-oa �:re
Natty tr;zcal3at:on mat uce,onsmu,e be Fo6owod. Soe tihe lrea<1sator; ana apern ,nunl o. :or,rnd-ou techn,caLz t.cad,o.,•er-;aot f.;rf.,r-ht,r orn-.�fian on approved ,nszalJvtion afd sa of
cols product:
4Q05 1-C 0 Suicn?40 i CA 97fri3, USA
TEL 1194974996
EMAIL
CUSTOMER:
EDWARD RIVERA 39783
39783 HARMON GROVE CT
*TITAN ZEPHYRHILLS FL 33540
a 0 L A R P 0 W E R
I: PARCEL NUMBER:
525 W Rd M AZ, 85210
TITAN ;EL 2a5Spf= LAR
5 6 i A r2 P A N e L EMAIL
PROJECT ID: I ENGINEER OF RECORD. I SHEET TITLE:
C+ �y G
G nnrAEL A. GONZALEZ SO TO, PE
TS P 115266 I DATE: SHEETS:
D— i
I
DOCUMENT CONTROL
ED FOR PERMIT
I I DESCRIPTION
Power Optimizer "a
For North America 0
P320 / P340 / P370 / P400 / P401 / P405 / P485
GO&
15< 6CEIV
W'.
%
0.
'V 83104
0
0
or
'4 PV power optimization at the module -level
0 G
I Specifically designed to work with SolarEdge I Fast installation witf(ly; i,X
inverters
I Next generation maintenance with module -
I Up to 25% more energy level monitoring
I Superior efficiency (99.5%) 1 Meets NEC requirements for arc fault
protection (AEC(} and Photovoltaic Rapid
I Mitigates all types of module mismatch losses, Shutdown System (PVRSS)
from manufacturing tolerance to partial
shading I Module -level voltage shutdown for installer
1 and firefighter safety
Flexible system design for maximum space
utilization
solaredge.com
Power Optirnizer
For North America
P320 / P340 / P370 / P400 / P401 / P405 / P485
Rated ln'pw DC Powpf",
AbsU'uke NAamroufn Input Voitage
(Voc ai: ONeSi teM()ff.'KUre)
MPPT r O.Derating Range
"ifolit Cufmnt
Maxifkkum DC nput Cur,enl
Maximum Effidle5cj
Maximus;} OUIPCurrent
Maximum output vo�-'Dge
OUTPUT DURING STAN
Mazenal
RoHS
'--
I ISTALLATION SID
'Moximum, Ailowed SJ> M
Dimensons kWxL x H)
Input Connector
iFIPL;r W,fp Length
outpu, Vire' be-gth
e-jon Rav' y
elative 'Humdlty
"t f "T ,ocr d tkk` o> zer',", r, DIC ov' mod,, mtnu p pr,-, 3rc, al ,Led
2, 20 7,-,msm
M k"
Pv muduln %N h'c. C'og n wdj',L ',k'f 'he ;Seo isra, coF m' ""trk -"r,
De-r'a -g Teca N"'f�L' rLo'e de:'s"s
i P320, P340, 1`3700, t
Minpium Saing LeigTh 8
Tov"'r OW
----------- - - -_ -_---- ---- ---- _- --------- - -
1`405' P485, P50, L 8
----------- ""'U M st�ir�q
j engtn Ta.;cr Ootimzers) 25 -------- - ------------ ----_--_----- ------- �
- — ------------25
-- ----
700 ,6000 wffi
maxim'umRowper mSE76k7 US - SE 11400- >250
as;
----------- - - I— - - -_--_- - -
Pa Smngs ol Djffremt Lonaths o, OnenW;Ors YE-S
-- ---_---------- --- - - - - - - -----_-------- - --------- ----- -- ---- — -
17i �c ,e k Z" q � r? 'k,fe' h�" P'""""n, t ".,dq 1-1 cork V, i Fe z
" P4;5;P4S>jprla5 2�l1934f,,,,P,7.'�,,PPIlI 1st'D�
A -1
', n,,re,h N"', w'�'J�h "d safe�'
R", „r 2 3 r J"d inIoli kip pe, 5m "3 M.r' mn po'a' be"If. :"kcr ci ;s I'XWk,"
2/.,,48()'✓ ,t , d,',,rd t' jk, to gg Mer e "'ul'i,wn pcnt�' .N_t"n "'l z"
_0Q - 'Da(SOLAPIDGSaxe
Ltd, Al,�ghl—,cLsOLARE E, the k'g�' OPTIMIZE
Vdc
M ft
ni I ft
i 2 7'Sty VY
RoHS
DATE _,`PAD,, GO
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
SHEET NAME:
02-10-22 11 EC I AW
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
EDWARD RIVERA.39783
SMART MONITORING DATA SHEET
DATE {CADI QC
C,k 32661
Digitally signed
by Rafael A
12221 N US HIGHWAY 301
PPOJECTADD
ADDRESS:
39783 HARMON GROVE CT
255 GIRALDA AVE
CORAL GABLES, FL 33134
Gonzalez Soto
THONOTASASSA, FL 33592
10TITAN
ZEPHYRHILLS FL 33540
PROJECT ID: RECORD: SHEET TITLE:
Dat
S 0 L A R P 0 W E R
ENG. RAFAEL A. GONZALEZ SOTO, PE D-2
DES IGNgENG [PARTNERS, Com
2022.02.11
(813)982-9001
TSP115266
PARCEL NUMBER:
I DATE: ISHEETS:
I Specifically designed to work with power optimizers I UL1741 SA certified, for CIDLIC Rule 21 grid compliance
I Record -breaking 99% weighted efficiency I Small, lightweight, and easy to install both outdoors
or indoors
I Quick and easy inverter commissioning directly I Built-in module -level monitoring
from a smartphone using the SolarEdge SetApp
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
solaredge,com
DOCUMENT CONTROL
ED FOR PERMIT
DATE CAD QC
02-10-22 1 EC I AIN
DATE rCADI TC
f f I
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
Digitally signed
C,k 32661
by Rafael A
12221 N US HIGHWAY 301
255 GRALDA AVE
---Gonzalez
Soto
CORAL GABLES, FL 33134
Date.
THONOTASASSA, FL 33592
DESIGN@ENGIPARTNERS COM
�ti05:59:37
2022.02.11
(813) 982 -9001
-04'W
CONTRACTOR LOGO
*TITAN
S 0 L A R P 0 W E. R
CUSTOMER:
EDWARD RIVERA 39783
PROJECTADDRESS:
39783 HARMON GROVE CT
ZEPHYRHILLS FL 33540
SHEET NAME:
INVERTER DATA SHEET
PROJECTID:RECORD: GIN" DENG EN ENGINEER
A. G.IIZALEZ S.T., 1E
TSP1 15266 ATE:
TITLE:
D-3
iEETS: