HomeMy WebLinkAbout22-3718Issue Date* 03/08/2022
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CONTRACTOR SIGNATURE
PE
THOUT APPROVED INSPECTION
813-780-0020
City of Zephyrhills Permit Application
Building Department,
Fax-813-780-0021 , „' ,
Date Received
Owner's Name Tommon SPiVE
Owner's Address 2826 Lytton Mall Dr
Fee Simple Titleholder Name
Owner Phone Number 1 54
Owner Phone Number
Owner Phone Number
Fee Simple Titleholder Address i
JOB ADDRESS 2826 LyttonNall Dr Zephyrhills FL 3354Q LOT # 1 �4.
SUBDIVISION Hidden River � PARGELVI �'" " �- ' 10-00000-1 f 0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALTSIGN DEMOLISH
El INSTALL REPAIR
PROPOSED USE X SFR COMM X OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK solar V inst 11 tit_n
BUILDING; SIZE SO FOOTAGE µ HEIGHT
t?UIL DING VALUATION OF TOTAL CONSTRUCTION 2 000
X ELECTRICAL $ 29000 AMP SERVICE PROGRESS ENERGY W.R.E.,C.
=PLUMBING $
=MECHANICAL E= VALUATION OF MECHANICAL. INSTALLATION
=GAS ROOFING ] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE RecISTEREo Y f N rEE cv RnN Yf N
�
Address License # ::=
Titan Scalar Power FL SCO�t Order
ELECTRICIAN COMPANY -
SIGNATURE � � REQISTEREq
Address 13620 49th St N Clearwater FL 33762 License#
PLUMBER COMPANY~
SIGNATURE REGISTERED Y d N �. �D.1111.NY I N .I
Address � License# ..
MECHANICAL COMPANY
SIGNATURE REGISTERED [:;;= FEC:GURREN YIN
Address License # __«.
OTHER E===
COMPANYSIGNATURE REGISTERED YIN FEE CURREN Y + N
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stornowater Plans w1 Slit 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 onsite, Construction Plans, Stormwater Plans wt Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects, All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction..
Directions;
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, 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
813-780-0020 City of Zephyr'tills Permit Application Fax-813-780-0021
Building Department ,
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit
than County regulations, The undersigned assumes responsibility for compliance wi
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the
may be required to be licensed In accordance with state and local regulations, If the
contractor may be cited for a misdemeanor violation under state law, If the owner or
may apply for the Intended work, they are advised to contact the Pasco County Suit
Furthermore, if the owner has hired a contractor or contractors, he is advised to hat+
application for which theywiil be responsible, If as the yawner sign as the contr,
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT]UTILITI 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 number89
such fees, as may be due, will be Identified at the time of permitting, It is further Lind
Fees must be paid prior to receiving a "`certificate of occupancy" orfnal power relea
power release, the fees mast 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 vai
have been provided with a copy of the *Elo4da Construction Lien paw—Homecawnoi
Agriculture and Consumer Affairs. If the applicant Is someone other than the °ownei
document and promise in good faith to deliver it to the "owner'" prior to commencnm
CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the Information an this ap
all applicable laws regulating construction, zoning and land development, Applicatlb
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 irate
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Ba}
Lands, WatenWastewater Treatment.
Southwest Florida Water Management District-W
Watercourses.
- Army Corps of Engineers -Seawalls, Docks, Navigable
Department of Health & Rehabilitative Services/Env
Septic Tanks,
- US Environmental Protection Agency -Asbestos abater
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of till:
Use of fill is not allowed in Flood Zone W" unless expri
If the fill material is to be used in Flood Zone "A'"
"compensating volume" will be submitted at time of R
licensed by the State of Florida,
If the fill material is to be used in Flood Zone 'A" in
construction, I certify that fill will be used only to fill the;
- If fill material is to be used in any area, I certify It
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 th good faith to inform the owner (
commencing construction, I understand that a separate permit may be required for i
other Installations not specifically included in the application. A permit issued shalt k
authority inviolate, cancel, alter, or set aside any provisions of the technical codes.,
thereafter requiring a correction of errors in plans, construction or violations of any
authorized by such permit is commenced within six months of permit issuance, or If,'
period of six (6) months after the time the work is commenced, An extension may tt
exceed ninety (90) days and will demonstrate justifiable cause for the extension, if i
abandoned,
i
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
—by—
M, a is/are personally known to me or has/have produced
as Identification.
a. _ filolmar{ Public
Commission o,,_
Name of Notary typed, panted or stamped " __ " _
by be subject to "deed" restrictions" which may be more restrictive
any applicable dead restrictions,
vner has hired a contractor or contractors to undertake work, they
mnfractor is not licensed as required by taw, both the owner and
,tended contractor are uncertain as to what licensing requirements
irg inspection Division —Licensing Section at 727-847- E009.
the contractor(s) sign portions of the "contractor Blook" of this
or, that may be an indication that he is not property licensed and Is
E RECOVERY FEES: The undersigned understands
traction of new buildings, change of use in existing buildings, or
7 and 90-07, as amended, The undersigned also understands, that
stood that Transportation Impact Fees and Resource Recovery
if the project does not Involve a certificate of occupancy or final
;aunty WaterlSewer Impact foes are due, they must be paid prior
ition of work is $2,500,00 or more, I certify that I, the applicant,
Protection Gulde' prepared by the Florida Department of
I certify that I have obtained a copy of the above described
it,
cation 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 ail work will be performed to meet standards of all
relopment regulations in the jurisdiction. I also certify that I
led work, and that it IS my responsibility to identify what actions I
;cads, Wetland Areas and Environmentally Sensitive
Cypress Eayheads, Wetland Areas, Altering
Health Unit -Wells, Wastewater Treatment,
permitted.
is understood that a drainage plan addressing a
filing which is prepared by a professional engineer
connection with a permitted building using stem wall
area within the stem wall,
mat 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 (`i)
plan is required.
,tale permitting conditions set forth in this affidavit prior to
electrical work, plumbing, signs, welts, pools, air conditioning, gas, or
a construed to be a license to proceed with the work and not as
nor shall Issuance of a permit prevent 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
5 requested, in writing, front the Building Official fora period not to
work ceases for ninety (90) consecutive days, the job is considered
F COMMENCEMENT MAY RESULT IN YOUR
)U INTEND TO OBTAIN FINANCING, CONSULT
Public
mu Notary Public State of Florida
° Anthony R. Layne
Pity Commission GG 995763
r_ Expires 02105l2024
� ,
02/16/2022 02:59 PM Rcpt: 2418280 Rec: 10.00 CAS: 0.00 IT: 0,00
Nikki Alvarez -Bowles, Esq., Pasco County Clerk & Comptroller
Permit No. Parcel to No 25-26-21-0110-00000-1740
NOTICE OF COMMENCEMENT
State of FLORIDA County of PASCO---,-----
THE UNDERSIGNED hereby gives notice that improvement will be made to certain root property, and In accordance with Chapter 713, Florida Statutes,
the following information Is provided In this Notice of Commencement:
I Description of Property: Parcel Identification No. 26-26-21-0110-00000-1740 HIDDEN RIVER PHASE 2 PS 79 PG 102 LOT 174
Street Address: 2826 LYTTON HALL OR ZEPHYRHILLS, FL 33540
2. General Desedptlon of Improvement PV SOLAR INSTALLATION
Owner Information or Lessee Information If the Lessee contracted for the Improvement:
SPIVEY SIMON PAUL
2826 LYTTON A= DR ZEPHYRHILLS FL
Address City State
Interest In Property: OWNER
Name of Fee Simple Titleholder;
(If different from Owner listed above)
4.
TITAN 80LAR PQWV Z FL
Contractors Telephone No,: (855) 729-7662__
CLEARWATER FL
d1iiF State
5, Surety:
Name
Address— city State
Amount of Bond: S_ Telephone No.:
6, Lender
Name
Address City— State
Lender's Telephone No.:
7 Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713. 1 3(1)(a)(7), Florida Statutes:
Name
Address city State
Telephone Number of Designated Person:
8. In addition to himself, the owner designates tar receive a copy of the I.Ionor's Notice as provided In Section 713,13(1)(b), Florida Statutes,
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be one year from the date of recording unless a dfiferont data Is speelfied):
Under penalty of perjury. I declare that I have read the goingnotice of commencement and that the facts stated therein are true to the best
of my knov.,lodge and belief.
STATE OF FLORIDA 12
C R -sz �,4 I Own �d,. r 1. 201* ". ie Zsor L, w 0 t N., �z, 61
.4, H ISTIAN GARCIA
Notary Public -State of Florida
Commission # HH 175161 �Y)e
My Commission Expires Signatory's Tltle/Office��
Olt , 4, 0'� September 13, 2025
-
The fore i d20by _
ay of vin ��_
—4-6— 41 -C L!�3_
R es L&LV bus!e.. oil AeL(We of authority, e.g., officer, us may In fact) for
(name f ""y I b h If ( wh on Instrument was executed).
(name
e
Personally Known 0 QR Produced Identification le N ry Signature - Al,
Type of Identification Produced AL
Name (Pdnt)__e_�.��: �...> Utui e
DOCUMENT CONTROL
ED FOR PERMIT
DESCRIPTION
1
to ENGINEER CONTACT INFORMATION
G ENGIPARTNERS LLC
Io
C.A.32661
255 GIRA7LDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNE RS. COM
FORTH
eN dop �0
N.T.S.
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOME
Digitally signe TITAN SOLAR POWER EL PROJECT
e by Rafael A 12221 N US HIGHWAY 301
f
9 s 4f Gonzalez Soto
Date. 7HONOTASASSA, FL 33592 (OTITAN
IT
sa€ AR PavuE x
4 _ 2022.0216 (813) 982 -9001
O
PARCEL h
SIMON SPIVEY
,DDRESS:
2826 LYTTON HALL DR
ZEPHYRHILLS FL 33540
JMSER:
I� t� I I t_ 1 IVIN
.. CELL) BY Q CELL
PROJECT INFORMATION
PROJECT LATITUDE 28.198192 MIN AMBIENT TEMP 'I ° C
PROJECT LONGITUDE 82.16131 MAX AMBIENT TEMP 34 ° C
( WIND EXPOSURE B
A14J ZEPHYRHILLS CITY
DESIGN VlIP1D SPEED 138 hhF
DRAWINGS INDEX
C-1 COVER SHEET
0-2 SAFETY PLANS
E 1 ONE LINE RISER DIAGRAM
E-2 SAFETY LABELS
S-1 STRUCTURALPLAN
S-2 RACKING PLAN
D-1 PV MODULES DATA SHEET
D-2 _SMART MONITORING DATA SHEET_
D-3 INVERTER DATA SHEET
GENERAL NOTES
PER FL. STATUTE 377.705 (REVISED 7/1/2017), I RAFAEL A. GONZAL
SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPT
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 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 20
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7
EDITION OR LOCAL GOVERNING CODE.
ALL WIRING METHODS AND INSTALLATION PRACTICES SH/
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
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO
TORQUED PER DEVICE LISTING, OR MANUFACTURE
RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SH/
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[
WEEB 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:
PROJECT ID: EN
NEER OF RECORD:
RAFAELA. GONZALEZ SOTO, PE
TSP114�883 ,
SHEET TITLE:
C-1
ISHEETS:
DOCUMENTCONTROL
ED FOR PERMIT
I I DESCRIPTION
I DATE ICADJ.00
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
ENGIPARTNERS LLC
GON
Digitally signec
TITAN SOLAR POWER FL
DATE CAD�QC
C.A,32661
255 GIRALDA AVE
cekby
-�G
Rafael A
on zalez Soto
12221 N US HIGHWAY 301
#TITAN
PROJECT ADDRE
I
CORAL GABLES, FL 33134
Date:
THONOTASASSA. FL 33592
2022.02.16
5 0 L A R P 0 W E P
DESIGN@ENGIPARTNERS.COM
08:43:12 -05'001
(813) 982 -9001
—P RCEL KBER
_WU 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
URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
SHEET NAME:
SIMON SPIVEY
SAFETY PLAN
2826 LYTTON HALL DR
ZEPHYRHiLLS FL 33540 PROJECT ID: [ENGINEER OF RECORD:
C
SHEET TITLE: E.. RAF IF A G..ZALEZ SOTO. PE -2
TSP1 14883 1 DATE: ISHEETS:
WIRE SIZES, QUANTITY & TYPE
RACEWAY SIZE, TYPE & LOCATION f
WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
-F-
I
—RACEWAY---
I RACEWAY 1
125% OF
WIRE DE -RATED CALCULATION
---1
7
i
WIRE TAG
CONDUCTOR INEUTRAL QTY.
GROUND RACEWAY OUTPUT
HEIGHT
UT
OUTPUT
MIN 1
AMBIENT #OF DIST�
VOLTAGE CONDUIT
VOLTAGE
I
QTY. SIZE & TYPE SIZE & TYPE
Y
QT SIZE& TYPE SIZE & TYPE LOCATION CURRENT
ABOVE ROOF
E 1
OCPD WIRE i 1 DE -RATES
CURRRENT TEMPERATURE CONDUCTORS
RATING COEFFICIENT COEFFICIENT AMPACITY
DROP % FILL S,
ACA (BEFORE JB)
(2) IQ CABLE BY ENPHASE N/A
#8 AWG BARE COPPER� NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 13A
16.25A 1
20A 30A 1 0,76 1 22.8A 10 FT.
240V 0.11% 6.4%
AC2(FROM JB TO COMBINER BOX) 1
(4) #10 AWG THWN-2 N/A
1 3/4- EMT CON[
(1) #8 AVIG THWN-2 CONDUIT ABOVE ROOF 1/2" TO 3-1/2" 13A
16.25A
20A 40A 076 &8 24 3A 20 FT.
240V 0.21% 8.1%
AC.3(FROM COMBINER BOX TO
SERVICE)
(2) #10 AWG THWN-2 (1) #10 AWG THWN-2
EXTERIOR
"NIA"9.36A
(1) #8 AWG THWN-2 3/4" EMT CONDUIT WALL
24,200000A
F
oA 40A 1 1 40A 5 FT.
240V 0A% 7.7%
LFV RAILS TO BE BONDED WITH #8 BARE WIRE
BRANCH #1 10
I
I
DOCUMENTCONTROL
ED FOR PERMIT
TDESCRIPTION
EXISTING UNDERGROUND SERVICE
240V/1 20V
3 # 3/0 T1-iWN-2
"I'll I 1 11
I KWAI % YAM a 2 MI ro WA
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4
STATE OF
of
tl
40RIVP�
noo
(16) Q. PEAK DUO BLK ML-G10 395 W (66 CELL)
2
IQ7+ MICROINVERTER BY ENPHASE
3
2 IQ CABLE BY ENPHASE
REFER TO D-1 SHEET
REFER TO D-3 SHEET
1 8 BARED WIRE GROUND
4 #10 THWN-2
4
NEMA 3R JUNCTION BOX
5
1 #8 THWN-2 GROUND
6
IQ COMBINER BOX BY ENPHASE - REFER TO D-2 SHEET
WITH ENVOY BREAKER - OPTIONAL SIZE: I OA, 15A OR 20 A
3/4" EMT CONDUIT
7
2 #10 L1,L2 THWN-2 1 #8 THWN-2 GROUND
8
PV SYSTEM DISCONNECT - 30A RATED
9
RV INTERCONNECTION POINT - PV BREAKER
1 #10 THWN-2 NEUTRAL 3/4" EMT CONDUIT
10
UTILITY ELECTRICAL SERVICE
11
NOT USED
12
NOT USED
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C A, 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESiGN@ENGIPARTNERS.COM
LING STAMP
Digitally signE
by Rafael A
-�GonzalezSotc
D t
a E,
2022,02,16
02-4?-74 -0Y0
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO CUSTOMER:
SIMON SPIVEY
---P-ROJECT-ADDRE SS-
2826 LYTTON HALL DR
#TITAN 'ZEPHYRHILLS FL 33540
S 0 L A R P 0 W 9 R
PARCEL NUMBER:
SHEET NAME:
PROJECT
ID: ENGINEER OF RECORD: SHEET TITLE:
1"pGRAFAEL A. GONZALEZ SOTO, PE E-
TSP114883 DATE; SHEETS:
ELECTRICAL SHOCK HAZARD
TURN OFF PHOTOVOLTAIC
zi it, 6111heltvil
LABEL LOCATION:
AC DISCONNECT,
POINT OF INTERCONNECTION
PER CODE: NEC 690.13 (B)
LABEL LOCATION:
LABEL LOCATION:
089mmom
AC DISCONNECT
saffem
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: FFPC 7TH EDITION: 11, 122 1, 1. 1. 1
DOCUMENTCONTROL DATE ICADI
QC I
ENGINEER CONTACT INFORMATION
ED FOR PERMIT 2-16-22 EA
-- -- -
G
L
ENGIPARTNERS LLC
Ri-
DESCRIPTION DATE CAD
GO
C.A,32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS,COM
INVERTER#1
zmm��
LABEL LOCATION:
MAIN SERVICES DISCONNECT, DO CONDUIT
PER CODE: NEC 690.31 (G) (3)
ENGINEERING STAMP
-7� -
CONTRACTOR CONTACT INFORMATION
Digitally signe, I
TITAN SOLAR POWER FL
by Rafael A
12221 N US HIGHWAY 301
Gonzale, Sot.
E
Date:
THONOTASASSA, FIL 33592
2022.0216
(813).982 -9001
CONTRACTOR LOGO
*TITAN
S 0 L AR P 0 W ER
LABEL LOCATION:
AC DISCONNECT
PER CODE: NEC 690.13 (B)
CUSTOMER:
SIMON SPIVEY
PROJECTADDRESS:
2826 LYTTON HALL DR
ZEPHYRHILLS FL 33540
PARCEL NUMBER
LABEL LOCATION: POINT OF INTERCONNECTION
PER CODE: NEC 690.15, NEC 690.13(B)
SHEET NAME:
SAFETY LABELS
PROJECT ID: ENGINEER OF RECORD: HEFT TITLE:
ENS. RAFAEL A. GONZALEZ SOTO, PE E-2
TSP1 14883 ENGINEER
SHEETTITLE:
® 5
TIL
AZ!
m
■
DOCUMENTCONTROL
ED FOR PERMIT
DESCRIPTION
6
IV,T.S.
(CADI GC I ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
z EA JG ' ENGIPARTNERS LLC
Dlgltailysigned
TITAN SOLAR POWER FL
CADGO
��sE`��s�-
C.A. 32661
��',�= a by Rafael A
12221 N US HIGHWAY 301
255 GIRALDA AVE
CORAL GABLES, FL 33134
a sa os `" =Gonzalez Saco
THONOTASASSA, FL 33592
Date:
° 44uio " 2 }22.02.16
DESIGN@ENGIPARTNERS-COM
f
08:43:53-OS`00`
813 982 -9001
OBS ROOF OBSTRUCTIONS
ARRAY
XX.x MODULEIF
STRING
-------
PV MODULES
TRUSSES OR RAFTERS
ROOF SLOPE
EXT. EXTERIOR PV MODULE
i k ►.VOTE:
MOB4LE IN MAJOIFCONSIDERED L
COMPLYING
i INDIVIDUALA
HEIGHT) AWAY FROM ROOF EDGE OR ANOTHER
MONSOON MEMO=
AWAY
FROM CLOSEST EXPOSED EDGE
ASDE 7.16 — 29.4-7
DESIGNED WIND PRESSURES:
p = q (GCp)(YE)( Ya)
1 10 100
Effective Wind Area, ft2
CONTRACTOR LOGO I CUSTOMER:
S O L A. R P 4 W E R
PARCEL NUMBER:
SIMON SPIVEY
2826 LYTTON HALL DR
ZEPHYRHILLS FL3354
UL 1703 CERTIFIED
MAX. DESIGN LOAD: 83.54 psi
APPLIED WIND LOAD: -31.83 psi
NOTES:
-INSTALL MID CLAMPS BETWEEN
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: 24%
ZONE 2e: 53%
ZONE 2r: 23%
-24,01(0.24) +-34.30(0,53) +-34.30(0.23) =-31.83psi
ULTIMATE WIND SPEED
140 mph
DESIGN WIND SPEED
138 mph
RISK CATEGORY
If
EXPOSURE CATEGORY
B
ROOF SLOPE (°)
20
ROOF TYPE
HIPPED
MATERIAL ROOF TYPE ASPHALT SHINGLE
PRESSURE ZONE:
1&2
MEAN ROOF HEIGHT:
13.65
PERIMETER WIDTH:
4-2
KD
0-85
KZT
1.0
KH
0.575
VFI nr`ITY PPFfi.^SI IRF tni - n;,wn nrigJ;,F,*
VELOC{TY PRESSURE (ASD} 14.29
Add M1V C(ll tAf E-1rtTi�
INTERIOR EDGE FACTOR:
YE = 1.0
EXTERIOR EDGE
FACTOR: YET 1,5
FACTOR'y�` F „
`Ya = 0.8
EXTERNAL PRESSURE COEFFICIENT Z1
0.7
-1.4
EXTERNAL PRESSURE COEFFICIENT Z2e
0.7
-2-0
EXTERNAL PRESSURE COEFFICIENT Z2r
0.7
-2.0
EXTERNAL PRESSURE COEFFICIENT Z3
'I
0.7
-2.0
INTERNAL PRESSURE COEFFICIENT
0.18
? ZONES PRESSURES INTERIOR EXTERIOR
I (PSF) PRESSURES PRESSURES
(PSF) (PSF)
MAX
SPAN
(FT)
MAX
CANT'.
LEVER I
1 -22.58 -1&00 -24.01
f
4 '
16"
.I
2e ; ,t -31.15 -22.86 -34.30
4 '
161,
I 2r -31A5 -22.86 -34.30
4 '
16"
41 3 -31A5 -22.86 -34.30
4 '
16"
t TOTAL ROOF AREA I
2887.80 sq� ft
TOTAL MODULES:
( TOTAL PHOTOVOLTAIC AREA:
TOTAL PERCENTAGE AREA OF PV SYSTEM:
WIND LOAD (PSF):
TOTAL WIND LOAD (,LBS).
TOTAL ROOF MOUNTS:
TENSION FORCE PER MOUNT (LBS):
SHEET NAME:
Q PROJECT III: ENGINEER OF RECORD:
ENG. RAFAEL A. GONZALEZ SOTO, PE
TSP114P783 DATE:
16
338-17 sq,
11.71 %
-31, 83
-10,763.95
34
TITLE: S i� -f
i
ISHEETS:
-316.59
rN orptott PV systems
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
K2 SYSTEMS
CROSS RAIL
M
wosuppc'tlob'i a
CROSSRAIL YETI END CLAMP
13MM HEX BOLT X-11
LOCK WASHER A
40
-7
2X4 RAFTERS 24" O.C.
SPLICE FOOT
SEE DATA SHEET ABOVE ASPHALT
SHINGLES
NOTE: i 5116" SS LAG BOLT
SEAL BASE MOUNT TO EXISTING 1 5/16" SS FENDER WASHER
rl:
ROOF UNDERLAYMENT WITH ROOF
SEALANT AND MEMBRANE
SEALANT----
SHINGL.EROOF MOUNT DETAIL &DATA.
DOCUMENT CONTROL
ED FOR PERMIT
I rDESCRtp-nON
'xeaqip.rt Pisg5s
- -----------
C
Toss
ftil Mid Clamp
TrI!1,-2i lip.
BOLT
EXIST. 2X WD.
TRUSSES OR
RAFTERS
PLACE BOLT
AT C.L. OF
TRUSS OR
RAFTER
N.T.S.
I GO ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
JG
7� ENGIPARTNERS LLC
Digitally signed
TITAN SOLAR POWER FL
CA. 32661
by Rafael A
12221 N US HIGHWAY 301
255 GIRALDA AVE
Gonzalez Soto
CORAL GABLES, FL 33134
y
" Date:
THONOTASASSA, FL 33592
DESIGN@ NGIPARTNERS.COM
20210216
(813) 982 -9001
08:44:09 -05'00'1
)t �'r'!Z sly. K
Em
LAG BOLT PULL OUT CALCULATIONS
Spruce, Pine, Per inch Thread Depth 266lbs
SS Lag Bolt 5/16'x 4 th 0'-3"
Wood Strength x Thread Depth = Pull Out Strength
266 tbs. x 3 in = 79B Joe, I
Allowable Pull Out Strength per Lag Bolt 798 tbs.
Max, Pull Out Strength Required per Lag Bolt 316,59
Lag Bolt Pull Out Strength Safety Factor 2,52
DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT IDUAL MODULE WEIGHT
+ 3-5 LBS} * {MODULE QTY} = (52.00_1=BS}' €16L7- 832.00 LBS
PER SQUARE FEET {PST) ARRAY LOAD = PV MODULES & RACKING
WEIGHT I TOTAL ARRAY AREA = 832,00 LBS 133& 1 7_SQFT
f_2.46 PSF
HENCE, ROOF WILL CARRY THE ADDITIONAL 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 Botts must be located in the middle third of the structural member.
(3) These values are not valid far 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 bade 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 10,31 in the American Wood Council NDS
for Wood Construction.
CONTRACTOR LOGO
(&TITAN
S 0 L A R P 6 W 8 R
CUSTOMER:
GONZA4
�A
% 0
Z� 'T J04
83
ce
)F
S'rA-rF- 4
0
P-1-0p.
SIONAU
y"01111,1"'INN
Laj pull-out (withdrawal), Capacities (tbs} in typical
soot
lumber LASD)
Lag Screw Installation Guidelines
1. D,Ae'reire [..all., for the Mount on by boiling
STAINLESS STEEL Lag screw specifications
through the center of truss from bottom ,in dit" 'it
2, Mark mounting holes, for Mount on undarlayment-
Specific
11,6'shaft,
Mounting holes should be centered on the trusses.
3, gift 15/64'pilt note-
gravity
per inch thread depth--
C Apply sealant to b,uturarr Mount.
5- Piece Mount—, ro.f.od.d.yerentwith hot- in
Douglas Fir., Larch
050
266
6, Apply sealant to bottom of Mamit, apply sealant to lag
screws and fasten Mount securety is "us"s
Douglas Fir, South
0,46
235
1, Apply riddri-al —wet to top assembly to be can, aH
penetrations are seated.
Engelman Spruce, Lodgepole Pine
0.46
235
SIMON SPIVEY
(MSR 1650 1 & higher)
I
Hem, Fir, Redwood (close grain)
0,43
212
_0
CU
Hem, Fir (North)
0,46
235
.11, 7 lo
Southern Pine
0.55
307
Spruce, Pine, Fir
0.42
205
FSpruoe, Pine. Fir
",—Z"M
(E of 2 million psi and higher
I
grades of MSR and MEL)
0.50
266
Sources, American Wood Council, AIDS 2005, Table 11,2A, 11,3A
SHEET NAME:
1111IRZIMANIM
2826 LYTTON HALL DR I
ZEPHYRHILLS FL 33540 PROJECTtD: ENGINEER OF R SHEET TITLE:
Z '=EL j S-2
rEN. I A. RECORD:
SOTO, PE IT
PARCEL NUMBER: TSPI14883 DATE: SHEETS:
A/ -Of
EED FOR PERMIT
i iIESCRiPT#ON
rcxreaA�I��,t
F51 021
Warranty 0 CELLS
BREAKING THE % EFFICIENCY BARRIER
Q.ANTUM DUO Z Technology with zero gap ce11 layout. boosts mi dule efficiency up to 20.9 !.
IND ST 'S MOST THOROUGH TESTING
Q CELLS is thefins# color module manufacturer to pass the most comprehensive duality
programme in the industry#
The new `Quality Controlled PV" of the independent certification institute TUV Rheinland,
ENDURING HIGH PERFORMANCE
"9 Long-term yield security with Anti LID Technology., Anti PID Technologyl, Hot -Spot Protect
and Traceable Quality Tra,Q"
EXTREME WEATHER RATING
High-tech alurnir um alloy Frame, certified for high snow (5 400 Pa) and wind loads (4000 Pa),
A RELIABLE INVESTMENT
Inclusive 25-year product warranty and 25-year linear performance warranty2.
INNOVATIVEALL-WEATHER TECHNOLOGY
Optimal yields, whatever the weather with exceflent low -fight and temperature behavior.
1 APT tesv c--mono a — dog to IEC J TS 62804 1:2015, method A C-1500 V; 96 h)
2 See data sheet on r For F.ed-r
2-15-22 1EAI JG ENGIPARTNERS LLC
.,
51[12G{IJy
DATE >'CAD OC
' 1 C.A.32661
e+z
a _:`fit'':
RafaelA
255 c1 zALDa AVE
y J = r : ;
Gonzalez 5
CORAL GABLES, FL33134
-
elate;
DESIGN ENGIPARTNERS.COM
@
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fi s e�tA...�
2022.62.16
j
nsza4-70
CUN I KAU1 UK GUN I AG I INFUKMA i FUN
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(313) 982 -9001
MECHANICAL SPECtFICATI.ON
FORMAT 740iax 4t.1 in*t26 io (including Prime)
(1879 nrs * 1045 mm , 32 roon) -^--.._.._... ..__....._ , e ;m:,; .._-...._.... ..._...`
WEIGHT 485Ibs(22a kg) ... _. ..... ..��,--. .. �._ .._........_._._
FRONTCOVER 013 ir.(32msn the —Ay pro stressed gloss with
son reflection technology
BACK COVER _ C pczitefiim
FRAME _. Black ac.dii daI—roam
CELL 6x 22 muroc-ystalme. Q.ANTUMsolar half—N ( 1 I
JUNCTION BOX 2 04 3.96 26 2.36 in x 0.59 0 71 4, ;
€53101 m 72 6r3 1518rnin)JP67,,,ith,bypa.tcdiodes
CABLE 4 r oh' StI-, cable: (')� 49 2 sn (12S0 —), C-1 4.9.2 ih (,250 ram)
CONNECTOR .__ Staubli MC4; IP68
ELECTRICAL CHARACTERISTICS
MINIMUM PERFORMANCE ATSTANDARDTESTCONDITIONS,STC "(PQYYERTOLERANCE -5 -IN i-()W)
POWER AT MP ...
_. . ...
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...
tnn
.. .._.
35,3
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393
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39.,
...
r100
...
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4,5
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=.........
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7; Q7
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11, 1.4
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OPEN CIRCUIT VOLTAGE
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PERFORMANCE AT NORMAL
OPERATING CONDITIONS, NMOT,POWERATMPP
fW!
288.3
292"5
H2,6
:i001
3.33..8
.
SHORT CIRCUIT CURRENT
,Ai890
8.92
8.979.00OPEN
CIRCUIT VOLTAGE
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800' P,n,ly,-lG
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CA 926.8, USA 525 tf line Pd 6A . AS, 85210
TEL -x 94 748 1996 (&TITAN TEL 855SAYSOLAR
0130 cAAAIL. s s 0L a R A +t F L EMAIL
�aq ce:.,.eom
CONTRACTOR LOGO
(&TITAN
S O L A R P 0 W E R
SIPAON SPIVEY
PROJECT ADDRESS:
2826 LYTTON HALL DR
ZEPHYRHILLS FL 33540
SHEET NAME:
V MODULES DATA HEET
PROJECT ID: ENGINEER OF RECORD:
NO
RAFAEL A. GONZALEZ SOT-, PE
TSP114883 [A—TE-
SHEETTITLE:
D1
ISHEETS: --
Enphase Neftorking
%r
n phase ,�,0,11_he Enphase IQ Combiner 3" wth E'nphase
!Q'Envoy" cons6_-dates �nterconnect;on
romlbiner -3
equprnent into a single enc-'enure and
(X-IQ-AM1-240-3) stream"nes PV and storage nstaH;at 'ons by
providing a consistent, prevtv�red solution 'or
i h- C
identa. I app 1'icatlons, it o" rs up to 'our
resi 7e
22-p6e input &rcuits and Eaton BR ser'es
' usbar assemb'y.
LISTED
-To learn more about Enphase offerings, visit iejjPha_S_R&QM
DOCUMENTCONTROL
ED FOR PERMIT
ITDESCRIPTION
C ENGINEER CONTACT INFORMATION
G ENGIPARTNERS LLC
C.A, 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
Srinart
Includes IQ for Corn, Envoy in Un i 'C a, ion
and control
Flexible networking supports oh-Fj,
Ether net, or Cellular
Optional ACreceptacie available for PLC
bridge
provides production metering and optional
consumption monitoring
Reduced size from previous combiner
Centered mounting brackets support single
stud mounting
Supports back and side conduit entry
Up to four 2-pole branch circuits for 240 VAC
plug-in breakers (not included)
80 A total PV or storage branch circuits
Reliable
Durable NRTL-certified NENIA type
3R enclosure
Five-year limited warranty
UL listed
ENGINEERING STAMP
...caNz .............
- ' Signed by
Rafael A
Gonzalez Sc
-$0
Date,
so cot coo
2022.02,16
CIENPHASE.
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
1 (813)982-9001
Enphase IQ Combiner 3
MODEL NUMBER
;SUMItti ano HtFLAUtMitr4l jAm i � tnoi Incrucea, truer separaievn
Consurnption MonAoring* CT Split core current transformers enablewhola, horne consumption metering (+;`- 2.55),
CT-200-SPLIT
BRK-20A-2P-240 Circuit breaker, 2 pole, 20A. Eaton 8 R220
EPLC-01 Power line carrier (communication bridge pair), quantity - one pair
XA-PLUG-120-3 Accessory receptacle for Pvo,,er Line Carrier in IQ Combiner 3 (required for EPIC-01)
XA-EN} PCSA-3 Replacelment 10 Envoy printed circuit board (PCB) for Combiner 3
ELECTRICAL SPECIFICATIONS
System voltage 120/240 VAC, 60 Hz
Eaton BR series busbar rating 125 A
Max, continuous current rating (output to grid) 65A
lvax. fusef6rcurt rating (output) 90 A
Branch circuits (Solar and/Or storage) Up to;our2-pole Eaton BR series Distributed Generation (Do) breakers Only (not includled"
Max- Continuous current rating (IninJt from PV 64 A
Max, total branch circuit breaker rating (input) 80A of distributed generation /90A,with IQ Envoy breaker Included
Production Metering CT 200 A solid core pre -installed and wired to IQ Envoy
MECHANICAL DATA
Weight
7 5 kg {16,5 lbs)
Ambient temperature range
-400 C to +461, C (4011 to 1150 F)
Cooling
Natural Convection, phis hEat shield
Enclosure environmental rating
Outdoor. NIRTL-certifi—ed, NEtil[A type 3R, polycarbonate construction
Wire sizes
7_t)Avo5OAbreaker Inputs: 14to 4AVIG copper conductors
60 A breaker branch input: 4to1' 10 AiiVG copper conductors
Main lug combined output: 10 to 2/0 AVVG copper conductors
Neutral and ground: 14to 1/0 copper conductors
hernet Options[, 8023, Cat-jEfor "at 6) UTP Ethernet cable (not included)
Compliance, IQ Envoy UL 60601-1/CANCSA 22.2 No� 61010-1
To learn more about Enphase of ferings, visit enp
Fol 1,� F,
,r. edI, ..,e, .I-0 cr o, :0
-i� "ENPHASE.
CONTRACTOR LOGO
T I TA N
SOLAR POWER
PROJECTADDRESS:
SIMON SPIVEY
2826 LYTTON HALL DR
ZEPHYRHl_LS FL 33840
PROJECT ID:
ENGINEER
;IG .IorR R1 EL.=EZ SOTO, PE
TSPI14883DATE:
E
Enphase PAicroinver-sers
Enphase
IQ 7 andgE
Microinverters
To learn moi e about Enphase offerings, visit enphase. com
DOCUMENTCONTROL
ED FOR PERMIT
I TDESCRIPTION
The Kah-powered smart grid -ready
Enphase IQ 7 Micro- and Enphase IQ 7+ Micro'
dramatically simplify the installation process while
achieving the highest system efficiency.
Part of the Enphase IQ System, the IQ 7 and
IQ 7+ Microinverters intear.-te w'1h the Enphase
IQ Envoy', Enphase IQ Battery", and the Enphase
Enlighten' monitoring and analysis software.
IQ Series Microinverters extend the reliabill, y
standards set forth by previous generations and
undergo over a million hours of power -on testing,
enabling Enphase to provide an industry -leading
warranty of up to 25 years.
Easy to Install
Lightweight and simple
Faster Installation with improved, fighter two -wire Cabling
Built-in rapid shutdovvn compliant f(NEC2014&20l711
Productive and Reliable
Optimized for high pmqored 60-cell and 72-celll- modules
More than a million hours of testing
Class H double -insulated enclosure
UL listed
Smart Grid Ready
Complies wrth advanced grid support, voltage and
frequency ride -through requirements
Remotely updates to respond to changing
grid requirements
Configurable for varying grid profiles
Mlheets CA Rule 21 (UL 1741-SA-1
I
*ThU Q 7� KCiO is ff!CU'!Cd I (I ',Alf)r )(I rt 72 cei I modulo 3,
ENPHASE.
Enphase IQ 7 and IQ 7+ Microire verters
7.---
NPUT DATA (DC) IQ7-60-2-(JS / 107-60-B U7fl07PLU
/ I
Module comipatib"fity
60-sell PV modules only
60-sell and 72-cell PV rnodul-
Maximum Infout Dc voltage
40V
60V
Peak povver tracking voltage
27 V - 237 V
27V-45V
Operating range
16 V - 43 V
16 V - f)G V
MinYMax start voltage
22 V / 48 V
22V/60V
IN,gax DC short circuit current (nriodule lze)
15A
15A
Overvoltage class DC port
If
J DC port back read current
0 A
0 A
0 F a on
array n "gur n
' PV array configuration
I x 1 ungroundedarray; No additio,
0 n Ed a "a"" No addit
ng' U d D
1 DC side protection required;
s 'a ' a P rotes"On require
C, side protection requires max 20
A s a 0 Ec, on so es wax
P' t I r ui' - 2g
per branch circuit
branch
R� ' D circuit
OUTPUT DATA (AC)
IQ 7 MicrainveTter
rte
IQ 7+ Mioroinverter
Peak mtpDt p,,ower
50
2
295 IVA.
Maximum Continuous output power
a rn 'O� so to_ ve
0 "A
24G'VA
290 VA
2 -
ominal (L-L) voltage/range-2
N No in Is 0 aogs�
Z-40V/ 208vi
240VI 208v/
V'
-264 V 1 3- 2
211-264 V 183-229 V
8� 9 V
211-264 V 183-221a, V
- 2 v I 8�22,a
Maximum continuous output current
1,0 A (240 V) 34(208 v,
11
1,1 A (208 V)
1 1 ( I 1 9 �
121 A (240 ',P)
2 A 2 0 139 A (208
Extended frequency range 47 - 68 Hz
AC short circuit faWt current over 3 cycles 5.8 Arms
47 - 68 Hz
Maximum units per 20 A (L-L) branch cirouiV 10 (240VAC) i3 (208 VAC) -1
Overvoltage class AC port ill it
AC port backfeed current it A 0
0,7 !aqcnnq 10.7 teadino _
970970'Xo 1 9 7, 0 970 %
-4CPC to +6,5'c
Relative humidity range 4i,_ to 100". (condensing)
Connector type (iQ-7-69-2-US & fCF7Pl_U1,S-72-2US) MC4 (orAmphenol H4UTX-4fth additional Q-DCC-5 adapter}
Connector type (IQ7-60-B-US &JQ7PLUS-72-B-US., R Jends PV2 WC4 interrinateable).
Adaptors for rnodules with MC4 or UTX connectors
PV`2 to MC4: order ECA-S20-S22
FV2 to UTX: order ECA; S20-S25
Weight I
Approved for wet locations yea
Pollution degree PD3
Enclosure Class II double -insulated, corrosion, esistant polymeric enclosure
E ovins, imenta l category I UV exposurs- rating NEMA Type 6 / Outdoor
FEATURES
Monitoring Enlighten Manager and IVvEnlighten nnonftoring options.
Both options require installation of an Enphase iQ Envoy-
DiscprinectIngmeans The ACand DC Conriectors, haye been e-vaivated and approved by UL for use as the loadbreak
disconnect required by NEC 690.
Compliance CA Rule 21 (UL 1741-SA)
UL 62109-1, UL174T/IE'EE1547, FCC Part'15 Class B, lCES-0003 Class B,
0AN"CSA-C22,2 NO. 107.1-01
This product is UL 1 isted as PV Rapid Shut Down Equipment and conforms,"Vith NEC-20114 and
NEC-2017 action -590.12 and C221 -2015 Rule 64-218 Rapid Shutdown of PIV Systems, for AC
and DC Conductors, when Installed according manufacturer's instructions,
n1, mayjany- Refer To Jocal rr,�w'rernenis io defiPF rhc wjrnbFr per bi"'fleh, :11 yow
To learn more about Enphase offerings, visit, enphase.com ENPHASE.
00 13 e dric i-t3 r. A" c. E 0-JJ asc I r g
ATE iCADf CC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER:
1;-2i IEaIJG SIMON SPIVEY
ENGIPARTNERS LLC Digitallysignec TITAN SOLAR POWER FL 14" PROJECTADDRESS:
ATE. CADJQCI , e " by Rafael A 12221 IN US HIGHWAY 301
C.A,32661
1 1
255 GIRALDA AVE —GonzalezSoto 2826 LYTTON HALL DR
CORAL GABLES, FL 33134 .-Date: THONOTASASSA. FL 33592 (OTITAN ZEPHYRHILLS FL 33540
S 0 L A R P 0 W E R
2022,02.16
DESfGN@ENGIPARTNERS,C0M (313) 982 -9001
Ell I'll?'," 09�44-.40-01,'001
SHEET NAME:
INVERTER DATA SHEET
PROJECTID: :MGI=EL` RECORD:
A. GONZALEZ SOTO, PE
TSPI 14883 DATE:
SHEET TITLE:
D-3
[SHEETS: -