HomeMy WebLinkAbout21-33255335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
Nwalim
WVN';�l �'�l Mill
Issue Date: 12/09/2021 1
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.
Complete Plans, Specifications add fee Must Accompany Application, All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
-240M 11 111 1 1 1 a 0 — 11, 1 k "'
10TAX11
8 13-780-0r)20 City of Zephyrhills Permit Application Fax B 13 780-0021
Building Department
I I
Date Received Phone Contact for Penniffin
Owner's Name4 Owner Phone Number
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
SUBDIVISION
WORK PROPOSED NEW CONSTR
11 INSTALL
PROPOSED USE
TYPE OF CONSTRUCTION
DESCRIPTION OF WORK
BUILDING SIZE
k �t It It & It k X 't X 14
P] BUILDING
=ELECTRICAL
=PLUMBING
=MECHANICAL
SFR
BLOCK
ADD/ALT
REPAIR
Comm
FRAME
(06TAINED FROAM PROPERTY TAX NOTICE)
= SIGN = DEMOLISH
OTHER
STEEL
SQ FOOTAGE HEIGHT [=
VALUATION OF TOTAL. CONSTRUCTION
AMP SERVICE
VALUATION OF MECHANICAL
=GAS [_-]
ROOFING
SPECIALTY =
OTHER
FINISHED FLOOR ELEVATIONS
FLOOD ZONE AREA
=YES
BUILDER
BUILDER UIL SIGNATURE
»
COMPANY
REGIS IT -RED /
T Y/N
La
ENERGY W.R,F..C,
NO
Address License #E=:==
E
ELECTRICIAN COMPANY
SIGNATURE REGISTERED .RRE.
Address License #
PLUMBER COMPANY E;�
SIGNATURE E=1 REGISTEREDym
Address License #
MECHANICAL COMPANY EL_ _1�
SIGNATURE REGISTERED Y IN= . CURE., L_ N
Address License#
OTHER COMPANY
SIGNATURE E=== REGISTERED 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, Stormwatef Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster, Site Work Permit for subdivisionstlarge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-VV Permit for new consiniction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Starmwater Plans wl 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 $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)
Reroors if shingles Sewers Service Upgrades A,1C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways,,needs ROW
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations, If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law, if the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the conlrastw(s) sign portions of the "contractor Block" of this
application for which they will be responsible- If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT]UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release, If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant,
have been provided with a copy of the 'Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information In this application is accurate and that all work will be done In compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and Installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers -Seawalls, Docks, Navigable Waterways,
- Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency -Asbestos abatement,
- Federal Aviation Authority -Runways,
I understand the,, the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "Wunless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem watt
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application- A permit issued shall be construed to he a license to proceed with the work and not as
authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned,
OWNER OR AGENT
Subscribed and swom to (or affirmed) before me this
_b
Who is/are pemonally known to me or has/have produced
as identification.
Commission
Name of Notary typed, printed or stampedIT
me
&I Newly Public
Coe fission tNo,l
Name of Notai typed, n, ed or stain of
ASHLEY BROOKE STEPHENS
Notary Public -State of Florida
Commission # HH 147658
My Commission Expires
June 30 2o2
I
INO I NY /—VAG I d_U0V 10 UN bK I FU I 7ZFf_ Fage i or i
12/02/2021 10:33 AM Ropt: 2385147 Rec: 10.00 IDS: 0,00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
NQRCK,2f° CCU���
Peurlit No.
Property IdenfifiCati)MI No. 24-26-21-0110-00000-2980 'T'SNOT376
lftga "Wil"m
1, Descripdonofpq)eTty(bWdesorQ7tkwl:) HIDDEN RIVER PHASE 2 PB 79 PG 102 LOT298
a) StMt Addrm: 3023 NUBBIN RIDGE LANE, ZEPHYRHILLS, FL 33540
2. Gere-al(JeSCLipti()nOf�14MVeniMIS PV SOLAR INSTALLATION
3. OvvT)ff hifUnallim
a) ° LAROCHE JEFFREY ALLEN& KIMBERLY J 3023 NUBBIN RIDGE LANE, 7rPHYRI-1111S, rL 33540
b)
C) h1jerestinpropefty OWNER
4. Contractor bifamalim
a) Nfflne".addiM: TITAN SOLAR POWER FL
b) TelejtmNo.: 855-729-7662 Fax No. (01tJ
5. surety TrIfm1witiori
a) Nww and address:
b) Anv= of Band.
c) Tel No.: Pax No. (Opt.)
6.
7 Idelatity of persartvathirift State of 11aridadesi"WIlymAzlIer L4=v*=wtices or oilyrdmirl-aitsmay be sm7ed;-
a) Nmie and address:
b) Telepho"s ax No. (Opt.)
8. in addition to lurriself, om-ter desigOates ft Wowing person to receive a copy of the Limoes Notice as pvAded in Section
713,13(l) (b), Flciri& SUM-ites:
a) Nam and address:
b) Telepkirle No.: Fax No
9. F#-aticn daw of Notice of CanwiwernA (dv e)q)iration date is cm yew fixwn the date of maidwig wiless a d0erent date is
specified):
Ago 4,11,14 4 1 11414;4411 at i-AUJAW I
,A LVta%6%1:
I-STOTICE OF COMMENCEMENT MUST BE RECORDED AND POST-ED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INITM TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT,
STATE OF •FLORWA
COUNTYOFPASCO
- 1'*1 •
�0
Vehftcadm rxuAW'b Seaton 92,525, Fkrida SWUM. Ltderpwakies of pialtay, I &TJ&e fttlbane readIle fckv)ilog ardd-& ft fads MW
�i it w tare to av best of i ny kvMaigp md beHef.
F0RMMC1vSV=
CRY Ay tr
I S
CHRISTIAN GARCIA
Notary Public -State of Floric
_St of lorl,
Commission
ommission # HH 175161
0�m.s, i # 1 5 161
MyC. I i
M� Commission Expires
m . as on E"J" .a
, 5
sotember 13, 2 02 5
"ot.. bar 13 2 0
r •'
aD I
DOCUMENT CONTROL
SUED FOR PERMIT
:EV I DESCRIPTION
�IJ
r r' k i m-swag'.111
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C A,32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
ONZ,q�''�/p�
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11
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11111111111k:
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
EFFREY LAR CHE
Digitally
g y
TITAN SOLAR POWER FL
o<- ° signed by
' Rafael A
12221 N US HIGHWAY 301
PROJECTADDRESS:
3023 NUBBIN RIDGE LN,
E i
Gonzalez Soto
THONOTASASSA, FL 33592
`
ZEPHYRHILLS, FL 33540
E�} -
Date:
(813) 982 -9001
S 0 L A R P O W E R
--- - - --
2021,11.30
PARCEL NUMBER:
24-26-21-0110-oo0D0-2980
SHEET NAME:
SYSTEM CAPACITY: 11.455 KW DC J 10.0 KW AC
PV PANELS: (29) Q.PEAK DUO BLK ML-G10+ 395W BY Q.CEL
OPTIMIZERS: (29) P401 BY SOLAREDGE
INVERTER: (1) SE100001-1-US BY SOLAREDGE
RACKING SYSTEM: CROSSRAIL 44X BY K2
PROJECT INFORMAT I ON
PROJECTLATITUDE 28.20'122 MIN,AMBIENT TEMP_
°C
PROJECT LONGITUDE ( 82160553 MAXAMBIENTTEMP j 35°C
_.._. _ f..._.._..___..._._--.--. DESIGN EXP D B SPEED
B
AHJ (CITY OF ZEPHYRHILLS
- _138 MPH
DRAWINGSINDEX
41 COVER SHEET
C-2 SAFETY PLANS
_
E_1 ONE LINE RISER DIAGRAM
E-2 SAFETY LABELS
S-I STRUCTURAL PLAN
S-2 ( RACKING PLAN
D-1 PV MODULES DATA SHEET
__D-2j _ SMART MONITORING DATA SHEET
__ D3 INVERTER DATA SHEET
PER FL. STATUTE 377.705 (REVISED 711f2017), 1 RAFAEL A. GONZALE;
SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTEF
471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRiCA1
COMPONENTS ARE DESIGNED AND APPROVED USING THE
STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
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 201 T
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TE
EDITION OR LOCAL GOVERNING CODE.
ALL WIRING METHODS AND INSTALLATION PRACTICES SHALT
CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL
STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEAN;
SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYIN(
CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALI
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
TORQUED PER DEVICE LISTING, OR MANUFACTURERS
RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALI
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 FOLLOWIN(
MANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDIN(
WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
CONTINUITY.
MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSE[
BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USIN(
ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30A-
AND 30.4-2(A,B AND l67C) HAVE BEEN INCORPORATED. MEAN R00(
HEIGHT MUST BE LESS THAN 60 FEET.
PROJECT ID: ENGINEER OF RECORD:
ENG RAFAELA GONZALEZ SOTO, PE
TSP107376
DATE:
An +
SHEET TITLE:
C— 1
1 nI= Q
DOCUMENT CONTROL
SUED FOR PERMIT
tEV I DESCRIPTION
ENGINEER CONTACT INFORMATION ENGINEERING STAMP
ENGIPARTNERS LLC Digitally
C.A. 32661 signed by
c 'A�
255 GIRALDA AVE Rafael A
5
CORAL GABLES FL 33134 -Gonzalez Soto
Al Date:
DESIGN@ENGIPARTNERS COM 2021.11.30
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 9001
CONTRACTOR LOGO
(&TITAN
S 0 L A R P 0 W E R
GON-7,q4
4:--
.A
No. 8831104
*A
4r
0
of AL
I ION
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:
JEFFREY LAROCHE
BkojEcT
3023 NUBBIN RIDGE LN,
ZEPHYRHILLS, FL 33540
SHEET NAME:
SAFETY PLAN
PROJECT ID: EN
GINEER
I=OF RECORD:
ICELAGONZALEZ SOTO, PE
TSP107376DATE:
11-22-2021
SHEET TITLE:
C-2
m
24-26-21-0110- 00000-2980
WIRE SIZES, QUANTITY
& TYPE
WIRE TAG
CONDUCTOR
NEUTRAL
GROUND
QTY. SIZE & TYPE
QTY- SIZE & TYPE
QTY. SIZE & TYPE
DC (BEFORE JB)
(2) #10 AWG PV WIRE
N/A
(1) #8 AWG BARE COPPER
DC (AFTER JB)
(6) #10 AWG THWN-2
N/A
(1) #8 AWG THWN-2
AC (INVERTER TO METER)
(2) #6 AWG THWN-2
(1)#6AWG THWN-2
(1 ) #8 AWG THWN-2
STRING #1
A1.1 A1.2
STRING #2
A21 A2.2
DOCUMENT CONTROL
SUED FOR PERMIT
!EV [DESCRIPTION
STRING #3
A3.1 A3.2
PV RAILS TO BE BONDED WITH #8 BARE WIRE
A3.3 A3.4 A3.5 A3.6 A3.7
rim
RACEWAY SIZE, TYPE, LOCATION & INFO.
WIRE AMPACITY CALCULATIONS
125% OF
WIRE DE -RATED CALCULATION
RACEWAY
RACEWAY
RACEWAY HEIGHT
OUTPUT
MIN
SIZE & TYPE
LOCATION
ABOVE ROOF
CURRENT
OUTPUT
OCPD
WIRE AMBIENT #OF FINAL
DIST
CURRREN
RATING TEMP COND. AMPACITY
NOT APPLICABLE
UNDER ARRAY
1/2" TO 3-1/2"
15A
18.8A
20A
40A X 0.76 X I = 30,4 A
10 FT
3/4" EMT CONDUIT
ABOVE ROOF
1/2" TO 3-1/2"
15A
1&8A
20A
40A X 0,76 X 0.8 = 24.3 A
20 FT
3/4" EMT CONDUIT
EXTERIOR WALL
"N/A"
42A
52.5A
60A
75A X 0.76 X 1 = 57.0 A
5 FT
A3,8 A19
2
ADDITIONAL INFORMATION
VOLTAGE
CONDUIT
VOLTAGE
DROP %
FILL %
350V
0.11%
6.4%
350V
0.21%
8.1%
240V
0.1%
7.7%
240V/1 20V 200A BUS BAR
3 #3/0 THWN-2
METER
5 9 INVERTER TOTAL OUTPUT: 42A
4 SAFETY RATING (125%): 52.5A
TOTAL PV SYSTEM OCPD: 60A
6 6 8
150A
UNFUSEQ,60A 60A
MAIN BREAKER RATING: 150A
BUS BAR RATING: 200A
120% BACKFEED RATING: 90A
NEMA31P, 1 #6 THWN-2
GROUND
(29) Q.PEAK DUO BLK ML-G1 0+ 395W BY Q.CELL
2
2 #10 PV WIRE PER STRING
1 #8 BARE WIRE GROUND
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
314" EMT CONDUIT
6 #10 THWN-2
4
1 #8 THWN-2 GROUND
5
SE1000OH-US BY SOLAREDGE
6
2 #6 L1,L2 THWN-2 1 #8 THWN-2 GROUND
REFER TO D-3 SHEET
1 #6 THWN-2 NEUTRAL 3/4" EMT CONDUIT
3/4" EMT CONDUIT
7
PV SYSTEM DISCONNECT
8
PV INTERCONNECTION POINT / PV BREAKER
9
UTILITY ELECTRICAL SERVICE
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C,A 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS COM
ENGINEERING STAMP
......... Digitally signe,
by Rafael A
Gonzalez Soto
Date:
2021.11.30
15:16:58 -04'0(
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
(&TITAN
S 0 L A R Pit IN E R
JEFFREY LAROCHE
PROJECT ADDRESS:
3023 NUBBIN RIDGE LN.
ZEPHYRHILLS, FL 33540
PROJECT ID: ENGINEER EOLF ARECORD:
EN
O
GONZALEZ SOTO, PE
TSP107376
DATE
TITLE:
E-1
- -- -------
24-26-21-0110-00000-2980
.'I nF q
LABEL LOCATION:
Pi I wiffi-MgM
. ELECTRICAL SHOCK HAZARD
w
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO
SHUT DOWN PV SYSTEM
AND REDUCE SHOCK
HAZARD IN THE ARRAY.
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN
THE ENTIRE PV SYSTEM.
AC DISCONNECT,
LABEL LOCATION:
u1mr."Im
PER CODE: NEC 110,27 (C)
OSHA 1910.145(0(7)
LABEL LOCATION:
AC DISCONNECT
��•i, •
1111
mummomm
NMI F, I 'jp
�NVERTER
magammolus g
-LABELLOCATION: MAIN SERVICES DISCONNECT, DC CONDUIT
AC DISCONNECT, MAIN PANEL PER CODE: NEC 690.31 (G) (3)
PER CODE: FFPC 7TH EDITION: 11,12.2,1.1.1.1
PV SAFETY LABELS DATA
DOCUMENT CONTROL
SUED FOR PERMIT
tEV I DESCRIPTION
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C,A 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DES IGN@ENGIPARTNERS.COM
ENGINEERING STAMP
Digitally
signed by
Rafael A
Gonzalez Soto
Date-
2021.11.30
15:17:07
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
Or T I TA N
S 0 L A R P 0 W E R
LABEL LOCATION:
AC DISCONNECT
CUSTOMER:
JEFFREY LAROCHE
PROJECT A DDRESS:
3023 NUBBIN RIDGE LN,
ZEPHYRHILLS, FL 33540
PARCEL NUMBER:
24-25-21 -01 1G-00000-2980
LABEL LOCATION:
POINT OF
#
ffm. Mom, is]►Fj
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)
jj��I�fj
WE R '010
///
//
A
L
31
4
0 STATE OF
'41
AL
SHEET NAME:
PROJECT ID: I ENGINEER OF RECORD:
ENG. RAFAEL A. GONZALEZ SOTO, PE
TSP107376 DATE:
11�91
SHEET TITLE:
E-2
4 OFq
m
DOCUMENT CONTROL
SUED FOR PERMIT
:EV I DESCRIPTION
LEGEND -&-SYMBOLS
OBS
ROOF OBSTRUCTIONS
"�X�---
ARRAY #
MODULE #
STRING #
PV MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
ROOF SLOPE
EXT. EXTERIOR PV MODULE
ROOF'S GENERAL NOTES:
1 - CONTRACTOR/INSTALLER TO VERIFY i!k**F C*NDITr,#NS
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- EOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE
INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS.
4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSI ILITY TO
ROOF INSPECTION NOTE:
I . 1-01DIKE IR jK773117 IS 7771ERED Aull-EXPOSEU At- I tM
COMPLYING WITH THE FOLLOWING STATEMENTS BASED ON
ASCE7-16:
-NO INDIVIDUAL PV MODULE IS MORE THAN 0.5(MEAN ROOF
HEIGHT) AWAY FROM ROOF EDGE OR ANOTHER MODULE.
-NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FROM
ROOF EDGE OR ANOTHER MODULE.
ASCE 7.16 - 29.4-7
DESIGNED WIND PRESSURES:
I p = qh (GC P) (YE) ( -Ya)
TYP. SEE D-1 LOCATED AT CENTER LOCATION - INSTALLER TILT=22'
OF ROOF TRUSS - TYP. MUST VERIFY IN FIELD AZIMUTH= 148o (SE)
H2= 8"
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
CA32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
ENGINEERING STAMP
Digitally signer
..........
byRafael A
Gonzalez Soto
Date:
2021.11.30
15:17:15 -04'OC
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONoTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
T I TAN
S 0 L A R P 0 W E R
CUSTOMER:
.SOLAR MODULE
_U[17M ffRTIFIED
MAX. DESIGN LOAD: 83.54 psf
APPLIED WIND LOAD :41,24 psf
1 NOTES: i
Q.PEAK DUO
-INSTALL MID CLAMPS BETWEEN
I
BLK ML-Gl 0, 73,97"4 MODULES AND ENDS CLAMPS AT THE
395W END OF EACH ROW OF MODULES.
-ALUMINUM RAILS SHOULD ALWAYS BE
SUPPORTED BY MORE THAN ONE
FOOTING ON BOTH SIDES OF THE
SPLICE.
A 1, 14"
WEIGHTED AVERAGE
ZONE 1: 62%
ZONE 2R: 38%
ULTIMATE WIND SPEED
1401mph
DESIGN WIND SPEED
138
mph
RISK CATEGORY
11
EXPOSURE CATEGORY
B
ROOF SLOPE
22
ROOF TYPE
HIPPED
MATERIAL ROOF TYPE ASPHALT
SHINGLES
PRESSURE ZONE:
1&2
MEAN ROOF HEIGHT:
14.369
PERIMETER WIDTH:
4L3
KD
0.85
KZT
1.00
K,
0,575
10 100
1000
Effective in Area, ft2
GONZA4
0
Z7 Q�: Hom 63104
%
06
te
Au
A -
E or
-'0
i.
4,
PkORVD'.-"
Ay �J, 'ITIA11
JEFFREY LARC, GkISION At-
3023 NUBBIN RIDGE LN,
ZEPHYRHILLS, FL 33540
PARCEL NUMBER:
24-26-21-0110-00000-2980
VELOCITY PRESSURE (q) = O.60*0.00256* KHKZT
VELOCITY PRESSURE (ASD)
INTERIOR EDGE FACTOR: EXTERIOR EDGE
YE= 1.0 1 FACTOR: yE = 1.5
EXTERNAL PRESSURE COEFFICIENT Z1
EXTERNAL PRESSURE COEFFICIENT Z2e
EXTERNAL PRESSURE COEFFICIENT Z2r
EXTERNAL PRESSURE COEFFICIENT Z3
INTERNAL PRESSURE COEFFICIENT
ZONES TPRESSURES I INTERIOR I EXTI
1 14.29
%RRAY EQUALIZATIOl'
ACTOR:
Ya = 0.8
0.7 -1.4
0.7 2.O
0.7 2.0
0.7 2.0
0,18
(PSF)
I
PRESSURES
(PSF)
PRESSURES
(PSF)
SPAN
(FT)
I CANT1-
I LEVER (IN
I
- Z58
-16.00
-24.01
4
16"
2e
-31.15
22.86
34,30
4'
16-
2r
-31.15
22.86
34.30
4
16
3jj
-31.15
2Z86
34.30
'4
16
TOTAL ROOF AREA
2,916.23
sq.-ft
TOTAL MODULES:
29
TOTAL PHOTOVOLTAIC AREA:
--- -
61293 Fsq -ft
WIND LOAD (PSF):
-41.24
ITOTAL WIND LOAD (LBS):
-25,277.23
TOTAL ROOF MOUNTS:
66
TENSION FORCE PER MOUNT (LBS):
-382.99
1001110111" INININTIN
PROJECT 10: ENGINEER RECORD:
EI R, EL A. GONZALEZ SOTO, PE
T T
E: TSP107376 A E
11-22-2021
SHEET TITLE:
S-1
5 OF 9
We SUpjlGi YV SYSteiFl£
Pc�ma�ty Fxe�est x. _ ia3
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
1/4" SS 18-8 BOLT —
1/4" SS SERRATED FLANGE
K2 SYSTEMS
CROSS RAIL
SPLICE FOOT
SEE DATA SHEET ABOVE
A'
a.A
Ys v a5.ac«w�mrx3 - Jswd dun vi
rosy ail Mid Clamp
BOLT
EXIST, 2X WD.
CROSSRAIL YETI END CLAMP TRUSSES OR
t3
J / RAFTERS
LACE LT
_J 1 r.-!I AT C.L.OF
/
TRUSS OR
J
EQ EQ RAFTER
SECTION "A - A"
N.T.S.
2X4 RAFTERS 24" O.C.
P ASPHALT
SHINGLES
rNOTE: \ 5/16" SS LAG BOLT
SEAL BASE MOUNT TO EXISTING 5/16" SS FENDER WASHER
ROOF UNDERLAYMENT WITH ROOF
SEALANT AND MEMBRANE
SEALANT--
DOCUMENTCONTROL
SUED FOR PERMIT
,EV DESCRIPTION
11MI 3
DATE �ADI QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
11-24-20211KC1NT
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
DATE CADj QC
C.A. 32661
Digitally signed
I, 13y Rafael A
12221 N US HIGHWAY 301
255 GIRALDA AVE
a n GOnZaI Z Soto
- yy�%x' =
THONOTASASSA FL 33592
-
CORAL GABLES, FL 33134
_ =Date:
DESIGN @ENGIPARTNERS_COM
', 2021,11.30
(813) 982 -9001
15:17:24-04'00'
Wasnp n 2P1 sy" ere.
LAG BOLT PULL OUT CALCULATIONS
Spruce, Pine,
Per inch Thread Depth
266lbs
SS Lag Bolt 5/16" x 4"
1 Min. Thread Depth
Y-3"
Wood Strength x Thread Depth = Pull Out Strength
266 lbs. x 3 in = 798 lbs.
Allowable Pull Out Strength per Lag Bolt
7981bs.
Max. Pull Out Strength Required per Lag Bolt
382,99
Lag Bolt Pull Out Strength Safety Factor
„,,4E(%
DISTRIBUTED LOAD CALCULATIONS
PV _MODULES & RACKING WEIGHT =-{INDIVIDUAL MODULE WEIGHT
+ MY-
3.5 LBS " MODULE QTYj�(52 LBS ` (291= 11— 08 LBS
PER SQUARE FEET jPSFZARRAY LOAD =-PV-MODULES & RACKING
WEIGHT / TOTAL ARRAY AREA = 508 LBS 1612.93 5QFT
= 2.46 P5F,
HENCE ROOF WILL CARRYTHE ADDITIONAL SOLAR SYSTEM
--1- -- 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 Bolts must be located in the middle third of the structural member.
(3) These values are not valid for wet services.
14) This table does not include shear capacities. If necessary, contact a local engineer to
specify lag boll 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.
CONTRACTOR LOGO
&TITAN
c O L A R P O yd E R
Lag Screw Installation Guidelines
1. Determine location for the Mount on roof by drilling
through the center of truss from bottom with 5/32" drill bit.
2. Mark mounting holes for Mount on underlayment.
Mounting holes should be centered on the trusses.
3. Drill 15164" pilot hole.
4. Apply sealant to bottom of Mount.
5. Place Mount over roof underlayment with holes in roof.
6. Apply sealant to bottom of Mount, apply sealant to lag
scrows and fasten Mount securely to trusses.
7. Apply additional sealant to top assembly to be sure all
penetrations are sealed.
� 11 11117l],�
%,ICEN,
ZZ i
. 0-
u
T TE rfr
--- — epfbs Of foa!
'ro Lag_pullout�wlthdrawa a
umbelrA . 4
1 T IF N' tE,.SIS �7 EL Lag screw specifications
Specific
gravity
Douglas Fir, Larch 0,50
Douglas Fir, South 0A6
Engelman Spruce, Lodgepole Pine 0,46
(MSR 1650 f & higher)
%16" shatt, "
perinch thread depth
266
235
235
��,
Hem, Fir, Redwood (Dose grain) 0.43 212
--- Hem, Fir (North) 0,46 235
ga ,�ian«aos`e Southern Pine 0,55 307
a1.1arraaa,
9caoa �maro iem Asce-is„aa �r�aa m as w�meia ��n awPa maw
zozo.-eG Spruce, Pine, Fir 0.42 205
(Spruce Pine, Fir
�y onto,. a.e: msa r-aari s oaa "x'ua a°a ine sae (E 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,
CUSTOMER:
JEFFREY LAROCHE
PROJECT ADDRESS:
3023 NUBBIN RIDGE LN,
ZEPHYRHILLS, FL 33540
PARCEL NUPhBER:
24-26-21-01 10-00000-2980
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD:
ENG RAFAEL A.GONZAL ZSOTO, PE
TSP107376
DATE:
cs n Prot
TITLE:
S-2
M.
>owered by MIECHANK AL SPECIFIC�',,TION
-Orn K mx1,045mrnx32rne(irVudfnq
................
22.01<9
3,2mm Cher rnally p;e-,ne*zdqla5FWtlh 4 ____
C s,t- film
Blak anodlsFd alurninturn
. .... ................... ............. ................. . . ........ ..........................
x 22 rnonocrystalhne Q,AP4TUMsoJw half col�,,
53 101, mrn y 32-60 aIm
Proie,.I,or, cis&& IP57, with bypa&s dode,
a, rnm2 Sdgr cable; (I) z 1250 arm, 11250mm
StdubV,1C41P6S
----- ----- - ----- .. ........ . .....
ELECTRICAL CHARACTERISTICS
TOP TOP BRAND PV PV POWER CLASS 385 890 395 400 405 410
M iNt F1 F 6, T TA fl, R r, T Z 5 Cc C T 10 N, -7 -vV
'20
pl- lwl 38-5 390 395 400 405 410 21
017 2020,,20,9 [A] 11.04 11.07 11.10 11-14 11.L7 11.20
01"
p,,..45,19 45,23 45,27 4F,30 45.34 45.37 n 'jos fVj
10.719 10,65 10,71 1,077 110.83 IM9
V_ IV] 36�36 TT,36,62 33 6.88 37.13 3Y39 37Z4
FC, P G
19. 6 --19.9 ��20.1 20A 20. 6 23,9
C k T 1 '"C,- A �,D F 51 0104oc' D N*
".'A PI- Iwl 2883 292,6 296.3 300.1 30:2's K7.6
Warranty G CELLS st, [A] 8.90 8,`?2 8.95 8.97 Mo 9�013
4952 2 I'E 42 I'D yqto S-U'lly -1,52 4 2. 6 Is 42.&9 42:72 42 .76 42,79
MPP 1- 8.35 8,41 8,46 &51 8j'5,7 8.62
PPPPP, .11 III, PP V_ IV] 34. 719 34.81 35,03 35,25 35.46 311M
n:
S
fvPsurer�m Ciawces P_ 31L; 1,,�:V 5% a t STC: 10 0 1.syn,, 25x 2'C, AM, -5 accord ng ' DIE C 6 Con 4-3, '80 N R/1111 spe�niu,, Afa 15
BREAKING TH E 20% EFFICIENCY BARRIER 0 CELLS PERFORMAT40F WARRANTY �WRFOR�MAANOEU�AIANCE
lj Q.ANTUM DUO Z Technology w7th zero gap cell layout L - r -------- r -----
At leas! 98% of oominal power diff
boosts module efficiency up to 21.1%. Ing firslyI;Gr, Th"ereafisI
of txsnnv Pup t> 10 ?-_,xs
THE MOST THOROUGH TESTING PROGRAMME IN TI-ilE INDUSTRY
- - - - - --- - - - - J
G CELLS is the-irst solar module manufacturer to pass the most ccwprehen-
sive qual-ty programme in the Industry: The clew "Quality Controlled PV'cf the All dwz wilhn nrr3eevr�r_ner,- rae,
xieperdent certifcafion institute TOV Rheinland
Q CELLS ?.I�_ Drganisaljon of yarr
THE IDEAL SOLUTION FOR:
Engineered in Germany
DOCUMENT CONTROL
SUED FOR PERMIT
lEV I DESCRIPTION
INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal y elds, whatever the weather will- excellent
low -light and temperature behaviour.
ENDURING HIGH PERFORMANCE
Long-term yield secur'ty Win Anti LID Technology,
Ho[ Spot Protect and Traceable Qual7ty Tra.Q11.
EXTREME WEATHER RATING
High -ten aluminiumaluminium alloy frame, cert7--ed for
high Snow (5400Pa) and wind loads (4001JPa).
A RELIABLE INVESTMENT
Inclusive 25-year product warranty and 25-year
I'near per0 m ' rance warranty'.
a,t r-1- fl,r I,, I h> - 11, fo ,,: sr c,
CIELLS
ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
ENGIPARTNERS LLC TITAN SOLAR POWER FL
Digitally signed
C.A. 32661 12221 N US HIGHWAY 301
255 GIRALDA AVE by Rafael A
CORAL GABLES, FL 33134 �,Gonzalez Soto THONOTASASSA, FL 33592
�Date:
DESIGN@ENGIPARTNERS.COM 2021 11 30 (813) 982 -9001
. ....... . . 15:17'34'-04'00'
-0- Fypical uDoLlepeO.-I'mance-, upccia Ipw jrradiaacecorjcihiorsin
Ccvrparjwn ls ST 0 co,anjcais (25_, W j 0 W/r-Z', D
TEMPERATURE COEFFICIENTS
NMCiT 43i3
PROPERTIES FOR SYSTEN'l DESIGN
1VI I
09
2C T iPE 2
[A]
Ce V i u, u [Pal 3600/2660 -40'r, - +85'0 t
Io
rpaj
GUALIFICATI'ONS ANO; CERTIFICATES R1CKAQ-ING INFORMATION
C,
-"a
n DIN EN 53380Y913rc:m 1100-n 122n 751 kq -8 pallets 24pallots raoJules
oQ V 0.1,A ping
Not' fulwed Ses
uz of Hits pdTct;r,
Made in Kama
t
Haawhe 0 CELLS Austral aPty Ltd
1, La IS i2 �sl 1, 1 N,�,t, 90163033 1 pA X -61 (01219014�3032
Engineered in Germany OCELLS
CONTRACTOR LOGO CUSTOMER:
JEFFREY LAROCHE
PROJECT ADDRESS:
3023 1 RIDGE LN,
(&TITAN ZEPHYRHILLS, FL 33540
S 0 1 A R P 0 W E R
PARCEL NUMBER:
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD:
ENORAFAEL A. GONZALEZ SOTO, PE
TSP107376
DATE. .
r E N
N o.
A A 83 M
T oTE OF 41�
P1,0
J\
SHEET TITLE-
D-1
SHEETS:
7fl 0
CIELLS
ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
ENGIPARTNERS LLC TITAN SOLAR POWER FL
Digitally signed
C.A. 32661 12221 N US HIGHWAY 301
255 GIRALDA AVE by Rafael A
CORAL GABLES, FL 33134 �,Gonzalez Soto THONOTASASSA, FL 33592
�Date:
DESIGN@ENGIPARTNERS.COM 2021 11 30 (813) 982 -9001
. ....... . . 15:17'34'-04'00'
-0- Fypical uDoLlepeO.-I'mance-, upccia Ipw jrradiaacecorjcihiorsin
Ccvrparjwn ls ST 0 co,anjcais (25_, W j 0 W/r-Z', D
TEMPERATURE COEFFICIENTS
NMCiT 43i3
PROPERTIES FOR SYSTEN'l DESIGN
1VI I
09
2C T iPE 2
[A]
Ce V i u, u [Pal 3600/2660 -40'r, - +85'0 t
Io
rpaj
GUALIFICATI'ONS ANO; CERTIFICATES R1CKAQ-ING INFORMATION
C,
-"a
n DIN EN 53380Y913rc:m 1100-n 122n 751 kq -8 pallets 24pallots raoJules
oQ V 0.1,A ping
Not' fulwed Ses
uz of Hits pdTct;r,
Made in Kama
t
Haawhe 0 CELLS Austral aPty Ltd
1, La IS i2 �sl 1, 1 N,�,t, 90163033 1 pA X -61 (01219014�3032
Engineered in Germany OCELLS
CONTRACTOR LOGO CUSTOMER:
JEFFREY LAROCHE
PROJECT ADDRESS:
3023 1 RIDGE LN,
(&TITAN ZEPHYRHILLS, FL 33540
S 0 1 A R P 0 W E R
PARCEL NUMBER:
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD:
ENORAFAEL A. GONZALEZ SOTO, PE
TSP107376
DATE. .
r E N
N o.
A A 83 M
T oTE OF 41�
P1,0
J\
SHEET TITLE-
D-1
SHEETS:
7fl 0
-0- Fypical uDoLlepeO.-I'mance-, upccia Ipw jrradiaacecorjcihiorsin
Ccvrparjwn ls ST 0 co,anjcais (25_, W j 0 W/r-Z', D
TEMPERATURE COEFFICIENTS
NMCiT 43i3
PROPERTIES FOR SYSTEN'l DESIGN
1VI I
09
2C T iPE 2
[A]
Ce V i u, u [Pal 3600/2660 -40'r, - +85'0 t
Io
rpaj
GUALIFICATI'ONS ANO; CERTIFICATES R1CKAQ-ING INFORMATION
C,
-"a
n DIN EN 53380Y913rc:m 1100-n 122n 751 kq -8 pallets 24pallots raoJules
oQ V 0.1,A ping
Not' fulwed Ses
uz of Hits pdTct;r,
Made in Kama
t
Haawhe 0 CELLS Austral aPty Ltd
1, La IS i2 �sl 1, 1 N,�,t, 90163033 1 pA X -61 (01219014�3032
Engineered in Germany OCELLS
CONTRACTOR LOGO CUSTOMER:
JEFFREY LAROCHE
PROJECT ADDRESS:
3023 1 RIDGE LN,
(&TITAN ZEPHYRHILLS, FL 33540
S 0 1 A R P 0 W E R
PARCEL NUMBER:
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD:
ENORAFAEL A. GONZALEZ SOTO, PE
TSP107376
DATE. .
r E N
N o.
A A 83 M
T oTE OF 41�
P1,0
J\
SHEET TITLE-
D-1
SHEETS:
7fl 0
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD:
ENORAFAEL A. GONZALEZ SOTO, PE
TSP107376
DATE. .
r E N
N o.
A A 83 M
T oTE OF 41�
P1,0
J\
SHEET TITLE-
D-1
SHEETS:
7fl 0
I
DOCUMENT CONTROL
SUED FOR PERMIT
,EV DESCRIPTION
III IIIIIII 11�111 III Fill iiiiiiiiiiiiiiiiiiiiiilillilli
i, 111111011111111911111:I11i '# IN;, 1312M
I Specifically designed to work with SolarEdge
inverters
I Up to 2S% more energy
I Superior efficiency (99.5%)
1 Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
I Flexible system design for maximum space
utilization
solaredge.com
a U"
I Fast installation with a single bolt
I Next generation maintenance with module -
level monitoring
I Meets NEC requirements for arc fault
protection (AFCI) and Photovoltaic Rapid
Shutdown System (PVRSS)
I Module -level voltage shutdown for installer
and firefighter safety
E FAC ill , pah 3 Class P
Safety ! H safelily), UI-117,1
M a Ler of UL;4 V-0, UV Res.sllanL
RO IS Ye,
INSTALLATION SPECIFICATIONS
- — -------- --------- 7
LA�x m gn AlIvo,j Syq�'rf' 'Asc i0oa
PU€dl.e All! S,)1a;Fdge'3qyJs, Pt ae and Trree inver;
Di�mens2r)3 !W a L x H' 2�i'53 x 27,� s xx 1 A X
'x �121 s "-9x �J '0j." X L9
5 x 6 X 11 1 X I X 6 4 X 3
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DATE CADi QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
SHEET NAME:
11 -24�2021 I INT
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
JEFFREY LAROCHE
SMART MO-NNITORING
DATA SHEET
DATE DIOC
C A 32661
Digitally signec
by Rafael A
12221 N US HIGHWAY 301
PROJECTADDRESS:
255 GIRALDA AVE
Gonzalez Soto
T I
4,M)
T A N
3023 NUBBIN RIDGE LN,
PROJECT ID: ENGINEER RECORD: SHEET
TITLE.
THONCTASASSA, FL 33592 ZEPHYRHILLS, 133540
CORAL GABLES, FL 33134 Date:
S 0 L
A R P 0 W E R
ENG �L
�EN�G A. G.NZALEI S.10, PI
D-2
DES IGN@ENGIPARTN ERS, COM
2021 1130
(813) 982 -9001
PARCEL NUMBER:
TSP107376
15:17:44-04!0 01
24-26-21-0110-00000-2980
T, SHEETS:
DATE:
Specifically designed to work with power optimizers
Record -breaking 99% weighted efficiency
Quick and easy inverter commissioning directly
from a smartphone using the SolarEdge SetApp
Fixed voltage inverter for longer strings
Integrated arc fault protection and rapid
shutdown for NEC 2014 and 2017, per article
690.11 and 690.12
solaredge.com
DOCUMENT CONTROL
SUED FOR PERMIT
T DESCRIPTION
UL1741 SA certified, for CPUC Rule 21 grid compliance
Small, lightweight, and easy to install both outdoors
or indoors
Built-in module -level monitoring
Optional: Faster installations with built-in consumption
metering (1% accuracy) and production revenue grade
metering (0.5% accuracy, ANSI C12.20)
DATE ICADII,. OC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
21�KC NToc
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
DATE cAD
DATE
Digitally signed
C_A. 32661
�' �F
s -2
by Rafael A
12221 N US HIGHWAY 301
255 GIRALDA AVE
CORAL GABLES, FL 33134
�.
,Gonzalez
�5/�0� ,/
Soto
THONOTASASSA, FL 33592
`-
Fr =Date:
----
DESIGN@ENG{PARTNERS-CODA
-%
2021.11.30
(813)982-9001
A„
15:17:58-04'00`
Single Phase Inverter
with HD -Wave TechnOlOgyfor #
.!iH-US SE1 140OH-US
Rated AC Fourtr vut^i;#
yQQ 3800 @ 2a0'�J
xr'
6000 C�; 2a0V
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t ' A
3300 Cc7 208V
50D0 La 208V
@ 208r
e
Maximum AC Power Output
3800.@ 240V
3000
( 6000 C� 24GV
1000 € '
i6
11400 (w 240V
1Crp(3J
VA
330E @ 208V
I SEGO @ 208V
.0
10000 @ 208J
AC Output Vo ;age Min. -Morn. -Max.
✓ ✓
- ✓ -- ✓
✓
✓ ✓
`ldd
(211 - 240 - 264)
AC. Output'Voltage Min.-Nom.-FAaz.
_ a ✓
- ` ✓
-
- £ ✓
P Vac
(183 - 208.- 229)
I
AC Frequency (Nominal)
59.3 - 60 - 50.50)
Hz
Maximum ron'tinuousOutput
`125 '16
21 25
37
1-2 475
f :A
Current. @240V
(
s
Ma, ,mum Continuous Output
5
24
- 48.5
Current @208v
Power Factor
1: Adjusta b e - 0.85 to 0.85
GFDi Threshold
Utilit7 Monitoring standing Protection,
e'
Country Corfigura b!e Thresholds
INPUT
Maximum DC Power @240V
465E 5900
7750 9300 11800.
15500 17650
3 W
Maximum DC, POY er @2081V
C10
7750
554
V1
Trnsforrrer-tress Una ai;nded
Yes
Maximum Input Voltage
480
`vc,C
Nominal DC Input VoI age
380
400
VCC
Maximum kaput Current @24901'
r 5 10.5
13:5 16.5 ? 20
27 30.5
A,dc
Maximum Input Current @208Viz{
- 1 y
..
- 13.5 { ----
..
27
Adc
Max Input Short Circuit Current
Reverse -Polarity Protection
4,
Yes
aAdc
Gro l nd-Fault Isolation Detection
600P-i Sen sit pity
Maxi-{1{zro in er er E fiCiency
93 1 99.2
i %
CEC Weighted Efficiency
99
9^a @ 240V
1 9 8.5 @ 208U
%
raii Parrer const!mpt on
nr. for other regirnai settings I .lease rcwActSolalEdge sup ort
P.A hlgner currerrt soun:: maybe used, $ne Inverter wlill kmito input a+rrenti'o the values :xAed
CONTRACTOR LOGO
(&TITAN
S a 0 A R P O Y1 2. R
CUSTOMER:
JEFFREY LAROCHE
PROJECT ADDRESS:
3023 NUBBIN RIDGE LN,
ZEPHYRHILLS, FL 33540
�ZLsR71_n11 n-nn0nn.99Rn
SHEET NAME:
INVERTER AT
PROJECT ID: C I=EOF RECORD:
ENG RfiFAELA GONZALEZ SOTO,P
TSP107376 — _ __.
HATE.
SHEET TITLE:
-- -- D-3
SHEETS: a np ca