HomeMy WebLinkAbout22-3928Name: KEVIN REED
Address 551220mSt
I EMMIUM
Issue Date: 04/20/2022
Now
551220Th St
Permit Type: Building General (e»sidm»neV I Contractor: TITAN SOLAR POWER FL
Class ofWork: Electric Service Replacement/ I|NC
Building Valuation:
Electrical Valuation: $40.00000
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $48.000.00
Total Fees: $240l0
Amount Paid: $240.00
Date Paid: 4/2o/202u 12:49n*PM
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,
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
3
Date Received
1 0 4 If I It it 4
Owner's Name �REED KEVJN
owner's Address 15512 20TH STREET,
Fee Simple Titleholder Name
City of Zephyrhills Permit Application
Building Department
I
Phone
Owner Phone Number
FL 33542 owner Phone Number
Owner Phone Number
rax-813-7PO UC21
(813) 783-5642
Fee Simple Titleholder Address
JOB ADDRESS
[-56-f2 2'-0TH STREET, ZEPHYRHILLS, FL 33542 LOT
SUBDIVISION
PARCEL IDO[—
:Li-276--21 — :QO?010 00-�04
4OBTAMED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONS- R X
H INSIALL Lj
ADDhAL.T SIGN DEMOLISH
REPAIR
PROPOSED USE s P P,
C ONI M 0 FLIER
TYPE OF CONSTRUCTION BLOCK
FRAME STEEL
DESCRIPTION OF WORK I PV Solar Installation
BUILDING SIZE SO FOOTAGE HEIGHT
1�kxtkt*4199
=BUILDING VALUATION cal I'GTALCON,9TRUCTION $35,000
....................... 4
EC I RICAL AM., P S In R V I C F-- PROGRESS ENERGY W, R, I- C,
=PLUR9E ING
=NIECI IAN;CAL VALUATION OF MECHANICAL. rNSTAILLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YPS NO
BUILDER COMPANY
SIGNATURE RECISTERED
Address License #
1� ----------
ELECTRICIAN COMPANY
SIGNATURE ==IN
Address License#
PLUMBER COMPANY
SIGNATURE REG[s7rrHo
Address License
oE . . .....
MECHANICAL COMPANY
R
SIGNATURE R=-Gf8rERED
Address License # E
OTHER COMPANY
SIGNATURE R F. G IS , T F. R E L
Address floe nse#
j
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-Q-)A( Permit for new construction,
Minimum ten (101 working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence Installed,
Sanitary Facilities & I dwrmpster, Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms, R-C,-VV Permit for new construction.
Minimum ten (10) working days after submittal date. Required ensue, Construction Plans, Stormwater Plans ed Silt Fence installed,
Sanitary FaciMies & I dumpster Site Work Permit for all new projects, All commercial requirements must rneet compliance
SIGN PERMIT Altach (2) sets Of Engineered Plans.
"—PROPERIY SURVEY rpqvmd for all NEVN' construction,
Directjons;
Fill out application completely,
Owner & Contractors pn back of application, notarized
If over $2500, as Notice of Commencement is required. (AIC upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone Mfin notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING copy of oontract required)
Reroo's if shingles S&wefs 'go,ce, Upgrades AtC Fences (Plc 'Sur ey.+Footage)
Driveways -Not ever Counter if on Public roadways, needs ROW
for I/- 100 1
813-780-0020 City of Zephyrhilis Perm it Application Fax-8 13-780-0021
Building Department
I
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 assume-, responsibility for compliance with any applicable used 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, tithe contractor is not licensed as required by law, both the owner and
contractor may be cited fora misdemeanor violation uncle; state law. Irthe 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 DMsion—Licensing Section at 727-847- 8009
Furthermore, If the owner has hired a cont,19clor or contractors, he is advised to have the, isontraclor(s) sign portions of the "contractor Block" of this
aripticaLon for which they Will be responsible. If you, as the u.vner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting priviiiages in Pasco County.
TRANSPORTATION IMPAC7tUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation impact Fees, and Rew-curse Rtacovxiry 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 69-07 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 linpact Fees and Resource Recovery
Fee: 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 Waler/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Passe County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, is 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 More, If the applicant is someone other than the "owner". I -certify that I have obtained a copy of fire above, described
document and promise in good faith to deliver it to the "owner" poor to commencement.
CON TRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the infrannation 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 r"de to obtain a permit to do work and installation as
indimrod. I certify that novicrk 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 tire 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
most take, to be in compliance, Such agencies include but are not limited to;
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterANastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Elayhreads, Weiland 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 abaternent
Federal Aviation Authority -Runways.
f understand that the, following restrictions apply it) the use of Fil:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A', it is understood that a drainage plan addressing a
° compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fitl will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If 1 are, 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 be a license to proceed with the work and not as
authority to violate, canceL altar, 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 of violations of any codes. Every permit issued shall become invalid unless the work
authorized by such penut is commenced within six moithria of permit Issuance, or If work authorized by the Permit is suspended or abandoned fora
period of six (6) months after the time the work is commencer. 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,
.11 (F1 S
FLORiCAJURAI ,S. Ir? 0N
C014TRACTOR OWNER OR AGENT
'GENrT
Subscgibed and sworn ra —ea),before iinemis p1d) taskorat me toirs Jhcri�d and inkrom to Ifif
Wha islare pe,soi ally rown, o me or hasthave produced 3;1�y§W.mn 1. me or hasIhave rar�,lducoe
as identification, "Is idensti""'ation,
A
Nalaryisublic Noutty F'ueic
- - ------ ------
Commission No
Name. of 1,46`4
Please authorize the following individuals to pick up, drop off, sign for, and all other permitting
related activities. Thank you.
Dierdre Portier
Cod Porasik
Kathryn Lutes
Samantha Gonzalez
Stephen Rehrman
Sincerely,
Scott Portier
Titan Solar Power FL
Z7
State of Florida 5�111
County of
S%�VKto (or affirmed) and subscribed before me by means
A i Presenc - EI -Drifine Not
2zt'T-,_
9 clay
i (Njpe litq (Year)
h - -W -f:411 -'�
Notary Public State of Florida
Anthony R. Layne
My Commission GG 955763
or Expires 02105/2024
Personally Known —XI OR Produced Identification
Type of Identification Produced
Q.PEAK DUO B
10
IVERTER: (1) SE5000H-US BY SOLAR EDGE
ACKING SYSTEM: CROSS RAIL SYSTEM 44-X
Y K2 SYSTEMS
PROJECT INFORMATION
ROJECT LATITUDE 28 237837 MIN AMBIENT TEMP -1 ° C
OJECT LONGITUDE-82.171504 MAX AMBIENT TEMP 34 ° C
WIND EXPOSURE B
AHJ CITY OF ZEPHYRHILLS -'
1 DESIGN WIND SPEED 138 MPH
DRAWINGS INDEX
C-1
COVER SHEE T
C 2
SAFETY PLANS
E-1
ONE LINE RISER DIAGRAM
E_2
SAFETY LABELS
S 1
STRUCTURALPLAN
S 2
RACKING PLAN
RACKING PLAN
D-1
PV MODULES DATA SHEET
D-3 I INVERTER DATA SHEET
GENERAL NOTES
ER FL. STATUTE 377.705 (REVISED 7/t/2017), 1 RAFAEL A. GONZALEZ
OTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
71, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
OMPONENTS ARE DESIGNED AND APPROVED USING THE
TANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
LORIDA BUILDING CODE.
PPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION,
SCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
TRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017.
ONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
JSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH
DITION OR LOCAL GOVERNING CODE.
.LL WIRING METHODS AND INSTALLATION PRACTICES SHALL
ONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL
TATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
HALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
ITHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
ORQUED PER DEVICE LISTING, OR MANUFACTURERS
ECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL
E CHECKED FOR PROPER GROUNDING.
EQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
Ti ACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS
HALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER
PPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING
AGE FOR MORE INFORMATION.
ACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
IANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING
JEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
ONTINUITY.
IECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
UILDINGS, DESIGN WIND PRESSURES ARE CALCULATED USING
SCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30.4-1
ND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
EIGHT MUST BE LESS THAN 60 FEET.
DOCUMENT CONTROL
UED FOR PERMIT
V DESCRIPTION
LOCATION P
WIND ZONES
U.T.S.
0 IRRADIANCE
y MAP
DATE ;CAD; QC ENGINEER CONTACT INFORMATION
1-14-22 1 GC..'.... LB ENGIPARTNERS LLC
DATE ICAD.' QC
C A 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
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ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA,FL33592
(813) 982 -9001
AC LOAD CENTER
CONTRACTOR LOGO
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CUSTOMER:
KEVIN REED
PROJECT ADDRESS:
5512 20TH ST
ZEPHYRHILLS FL 33542
SHEET NAME: CVER SHEET
PROJECTID: ENGINEER OF RECORD: tSHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTO, PE
TSP121661 DATE: -�
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NORTH z
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EXISTI
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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
DOCUMENT CONTROL
DATE ICADI
QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
or T I `lrA N
S 0 L A R P 0 W E R
CUSTOMER:
KEVIN REED
PROJECTSAFETY
5512 20TH ST
ZEPHYRHILLS FL 33542
SHEET NAME:
PLAN
LED FOR PERMIT
4-14-22 11 GO
li LB
ENGIPARTNERS LLC
C A 32661
2 GIRALDA AVE
55
CORAL GABLES. FL 33134
DESIGN@ENGIPARTNERS.COM
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA. FL33592
(813) 982 -9001
V DESCRIPITON
DATE CAD
PROJECT D:
IFSP12 1661
ENGINEER OF RECORD:
ENG RAFAEL A. GONZALEZ SOTO, PE
SHEET TITLE:
C-2
PARCEL NUMBER:
I DATE:
WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
--- -- - - — --- — - — --- -- - — . _ _ - ----
E-R
RE
RACEWAY 125% OF l AIMBIDNT ATED CAL # ONION
CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY OUTPUT MIN VOLTAGE CONDUIT
WIRE TAG HEIGHT OUTPUT WIRE DE -RATES DIST. VOLTAGE o /o
0
QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION CURRENT I OCPD TEMPERATURE CONDUCTORS DROP /o FILL
ABOVE ROOF CURRRENT RATING AMPACITY
COEFFICIENT COEFFICIENT
DC (BEFORE JB) (4) #10 AWG PV WIRE N/A (1) #8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 20A 40A 0.76 1 30A 10 FT. 350V 0.11% 6.4%
DC (AFTER JB) (4) #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 0.76 0.8 24.3A 20 FT. 350V 0.21 % 8.1 %
I i..
AC (INVERTER TO METER) (2) #6 AWG THWN-2 (1) #6 AWG THWN-2 ( (1) #8 AWG THWN-2 3/4" EMT CONDUIT ( EXTERIOR WALL "N/A" 21A 26.25A 30A 75A 1 1 75A 5 FT. 240V 0.1% 7.7%
STRING #1
5
1
A1.1 A1.2 A1.3 Al A A1.5 A1.6 A1.7 A1.8 -
4 9 10 o Q EXISTING OVERHEAD SERVICE
i
3 - _4240V/120V
I I
-- 3 # 3/0 THWN-2
STRING #2
-- PV RAILS TO BE BONDED WITH #8 BARE WIRE of - UNFUSED 6 »)j200A M R INVERTER TOTAL OUTPUT: 21A
- --v V v _ �j 6 60A ( SAFETY RATING (125%): 2625A
A2.1 A2.2 A2.3 A2 A A2. 5 A26 A2.7 A2.8 - - °—' �� ♦'i 50A g TOTAL PV SYSTEM OCPD: 30A
1 —
�N[ MA3K �� -' --- 7 TOTAL BACKFEED CURRENT: 26.25
_ n
�_=� , i`-• rl �: - --' MAIN BREAKER RATING: 200A
i
- - - - — - BUS BAR RATING: 200A
120% BACKFEED RATING: 40A
DERRIVED
1 #4 THWN-2 GROUND IN COMPLIANCE WITH NEC CODE
705.12(B)(2)(3)(B)
1 I.
2 #10 PV WIRE PER STRING
(16) Q.PEAK DUO BLK ML-G10+ 40OW BY QCELLS
1 #8 BARE WIRE GROUND
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
3/4" EMT CONDUIT
4
2 #10 THWN-2 PER STRING
1 #8 THWN-2 GROUND
5
SE500OH-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 - 60A RATED
8
PV INTERCONNECTION POINT - PV BREAKER
9
EXISTING INTERIOR PANEL RATED 200 AMP
10
UTILITY ELECTRICAL SERVICE
11
NOT USED
12
NOT USED
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4
STATF OF
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d 77
DOCUMENT CONTROL
DATE
CAD I OC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO CUSTOMER: KEVIN
-----REED
---- -- _---
PROJECT ADDRESS:
5512 20TH ST
TITAN ZEPHYRHILLS FL 33542
S O L A R P O W E R
iDESIGN@ENGIPARTNERS.COM ----------------------
SHEET NAME:
E LINE RISER DIAGRAM
UED FOR PERMIT
4-14-22
GC, LB
ENGIPARTNERS LLC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
V DESCRIPTION
DATE
CAD'i, QC
,
PROJECT ID:
TSP121661
rENGIIN=E.LF RECORD:
NGEA. GONZALEZ SOTO, PE
SHEET TITLE:
—1
-
-------------
(813)982-9001
PARCEL NUMBER:
ATE:
TURN RAPID SHUTDOWN
SWITCH mTHE "OFF"
POSITION TO
SHUT DOWN pvSYSTEM
AND REDUCE SHOCK
HAZARD INTHE ARRAY.
LABEL LOCATION:
AC DISCONNECT,
POINT OFINTERCONNECTION
PER CODE: NEC 690.13 (B)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
PER CODE: NEC 11O.27(C)
OSHA 1910.145(0(7)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
AC DISCONNECT
POINT OFINTERCONNECTION
PER CODE: NEC 690.56(C)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
POWER 0THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING SOURCES
�
WITH DISCONNECTS LOCATED ASSHOWN: �
Al c
111 AC
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.5�
INVERTER
LABEL LOCATION:
AC DISCONNECT
MAIN SERVICES
DISCONNECT, DCCONDUIT
``x\\\|U[/////^t
POINT OF
INTERCONNECTION
PER CODE: NEC 705.12 (13)(3
LABEL LOCATION:
MAIN SERVICE PANEL
POINT OF
INTERCONNECTION
PER CODE:
W 1 1, -
hi"
LABEL LOCATION: ADJACENT TO MAIN DISCONNECT
r '
GENERAL NOTE:
(p ADHESIVE FASTENED SIGNS -
REFLECTIVE AND SUITABLE F<
- re ENVII RONM ENT WHERE IT IS I NSTALLED [N FPA 1, 11. 12.2. 11
o -�VVHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD
APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD
IDA
Ilk
NAL - ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF
/11111111110N PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER
RESISTANT DFCOU5.111.3J
DOCUMENTCONTROL
DATE
CADJQC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
_Z
CUSTOMER
KEVIN REED
SHEET NAME:
SAFETY LABELS
UED FOR PERMIT
_
"'
c
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
V DESCRIPTION
DATE
�L-
EG
AD Oc
PROJECT ADDRESS:
ZEPHYRHILLS FL 33542
PROJECT ID:
ENGINEER OF RECORD:
SHEET TITLE:
.7%J L_lA rx /YIV Lj U LC
UL 1703 CERTIFIED
-----------
MAX. DESIGN LOAD: 83.54 psf
APPLIED WIND LOAD : -34.61 psf
-INSTALL MID CLAMPS
ETWEEN
ELK ML- DUO MODULES AND ENDS CLAMPS AT THE
NOTES:
Q.P
ELK ML-G10+ I
40OW END OF EACH ROW OF MODULES.
-ALUMINUM RAILS SHOULD ALWAYS BE
SUPPORTED BY MORE THAN ONEi
FOOTING ON BOTH SIDES OF THE
I SPLICE.
WORST CASE MODULE:
ZONE 1: 19%
ZONE 2r: 81%
-22.51(0.19) +-37.51(0.81)=-34.61 psf
TIMATE WIND SPEED
140
mph
SIGN WIND SPEED
138
mph
iK CATEGORY
II
POSURE CATEGORY
B
)OF SLOPE (°)
22
)OF TYPE
GABLED
�TERIAL ROOF TYPE ASPHALT SHINGLES
ESSURE ZONE:
1 &2
AN ROOF HEIGHT:
13.15 '
MEAN ROOF HEIGHT
6.58 '
2
8
RIMETER WIDTH:
3.35
0.85
1.0
0.575
LOCITY PRESSURE (q) = 0.60'0.00256' KHKZTKDV
LOCITY PRESSURE (ASD) 14.29
NON EXPOSED
GE FACTOR: YE = 1.0
EXPOSED
EDGE FACTOR: YE = 1 5
ARRAY EQUALIZATION
FACTOR:
ya =
0.7
TERNAL PRESSURE COEFFICIENT Z1
0.7
-1.5
TERNAL PRESSURE COEFFICIENT Z2e
0.7
-1.5
TERNAL PRESSURE COEFFICIENT Z2n
0.7
-2.5
TERNAL PRESSURE COEFFICIENT Z2r
0.7
-2.5
TERNAL PRESSURE COEFFICIENT Z3e
0.7
-2.5
TERNAL PRESSURE COEFFICIENT Z3r
0.7
-3.6
FERNAL PRESSURE COEFFICIENT
0A8
ONES
PRESSURES
(PSF)
NON
EXPOSED
PRESSURES
(PSF)
EXPOSED
PRESSURES
(PSF)
MAX
SPAN
(FT)
MAX
CANTI-
LEVER (IN)
24.01
-15.00
-22,51
4'
16
24.01
-15.00
-2Z51
4'
16
38.30
JJ54.02
-25.01
-37,51
4
16
38.30
-25.01
-3T51
4
16
38.30
-25.01
-37.51
4
16
-36.01
-54,02
2
8
ITAL ROOF AREA
1737.23
sq.-ft
ITAL MODULES:
16
ITAL PHOTOVOLTAIC AREA:
338.17
sq.-ft
ITAL PERCENTAGE AREA OF PV SYSTEM:
19A7
%
ND LOAD (PSF):
-34,61
ITAL WIND LOAD (LBS):
-11,704.06
ITAL ROOF MOUNTS:
36
NSION FORCE PER MOUNT (LBS):
-325.11
Li= IVI.J a7 i IVI t��
OBS ROOF OBSTRUCTIONS
ARRAY #
xx.x -----MODULE#
STRING #
NON -EXPOSED MODULES
EXPOSED MODULES
ram% EDGE MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
ROOF SLOPE
ROOF'S GENERAL NOTES:
1- 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
INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS.
4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO
INSTALL AS PER MANUFACTURER STANDARDS.
ROOF INSPECTION NOTE:
A PANEL IS DEFINED AS
EXPOSED IF D1 TO THE ROOF EDGE >0.5H AND ONE OF THE
FOLLOWING APPLIES:
1. D1 TO THE ADJACENT ARRAY > 4 FT (1.2 M) OR
2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M)
ASCE 7.16 - 29.4-7
DESIGNED WIND PRESSURES:
p = qh (GCp)(YE)( Ya)
0 0.8
' OO6
,o 0.4
OJ2
1 10 100 1000
Effective Wind Area, ftl
DOCUMENT CONTROL I DATE ICADI QC I ENGINEER CONTACT INFORMATION
UED FOR PERMIT 4-14.22 GC LB ENGIPARTNERS LLC
V DESCRIPTION DATE CAD QC
j
C.A. 32661
255 GI RALDA AVE
I CORAL GABLES, FL 33134
SOLAR MODULE
- TYP. SEE D-1
ROOF MOUNTS
LOCATED AT CENTER
OF ROOF TRUSS - TYP.
JUNCTION BO>
WOOD TRUSSES/RAFTERS
LOCATION - INSTALLER
MUST VERIFY IN FIELD
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA. FL 33592
Al LOAD CEIW
CONTRACTOR LOGO
7 0 S D L A R P D IN E R
CUSTOMER:
KEVIN REED
PROJECT ADDRESS:
5512 20TH ST
ZEPHYRHILLS FL 33542
SHEET NAME:
� IIENGN
II�
I s] wl1.7.10,W;1�I
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTO. PE
TSP 121661 DATE: -1
3r,
16
3
6
DESIGN@ENGIPARTNERS. COM
(813) 982 -9001
PARCEL NUMBER
werupportPV ,tems
K2 SYSTEMS
CROSS RAIL
SPLICE FOOT
SEE DATA SHEET ABOVE
NOTE:
SEAL BASE MOUNT TO EXISTING
ROOF UNDERLAYMENT WITH ROOF
SI EALANTAND MEMBRANE
r:7
SEALANT
°F
CROSSRAIL YETI END C
��p. 13MM HEX BOLT
�vl �GpN rF77
mk ffi 7!
4V pp rtPV p ,.s h' Pp rtPV y t ixs
a 0 4L
G�fan
Cross ail Mid Clamp Everest Ground Lug
2X4 RAFTERS 24" O.C. ASCE 7-16 Velocity Pressure
ASPHALT
P - —SPECIFY MIN. SHINGLES
EMBEDMENT OF 2.5"
_ 5/16" SS LAG BOLT
5/16" SS FENDER WASHER
gz10 = 0.00256Kz Kzt Kd V2
Where:
gz10 = ASCE 7-16 velocity pressure evaluated at mean roof height (psf)
Kz = velocity pressure exposure coefficient
Kzt = topographic factor
Kd = wind directionality factor
V = basic wind speed (mph) from ASCE 7-16 maps referred to as ultimate wind
speed maps in 2020 FBC.
LAG BOLT PULL OUT CALCULATIONS
Spruce, Pine.
Per inch Thread Depth
266lbs
SS Lag Bolt 5116" x 4"
Min. Thread Depth
0'-3"
Wood Strength x Thread Depth = Pull Out Strength
266 lbs. x 3 in = 798 Ibs,
Allowable Pull Out Strength per Lag Bolt
7981bs.
Max. Pull Out Strength Required per Lag Bolt
325,11
Lag Bolt Pull Out Strength Safety Factor
2.45
As an example, for an array having an area of 158.04 sq.-ft., the total uplifting
(resultant) force acting on the array would be -39A psf x 158.04 sq. ft. =-6,179.364
lb. Knowing this resultant force, the design engineer can now determine the number
of attachment points and the size of the mounting hardware necessary to safely
carry this load.
Live Loads:
Live loads associated with photovoltaic systems are usually assumed to be
distributed uniformly and are small, on the order of 4 psf or less.
_ DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT
+ 3.5 LBSI" (MODULE QTY) = (52.00 LBS) ` (16) = 832.00 LBS
PER SQUARE FEET_LPSF _k"AY LOAD = PV MODULES &_RACKING
WEIGHT I TOTAL ARRAY AREA = 832.00 LBS 1338.17 SQFT
=2.46'PSF ----
HENCE. ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM
LOAD
BOLT
EXIST. 2x WD,
TRUSSES OR
RAFTERS
PLACE BOLT
AT C.L. OF
TRUSS OR
RAFTER
SECTION "A -A"
------ N.T-S.
Lag pull-out withdrawal Ca acities Ibs in typical roof
lumber (ASD)
STAINLESS STEEL Lag screw specifications
Specific 5/,"shaft,
gravity per inch thread depth
Douglas Fir, Larch
0.50
266;
Douglas Fir, South
0,46
235
Engelman Spruce, Lodgepole Pine
0.46
235
(MSR 16501& higher)
Hem, Fir, Redwood (close grain)
0,43
212
Hem, Fir (North)
0.46
235
(D
Southern Pine
0.55
307
g (D
Spruce., Pine, Fir
0.42
205
Spruce, Pine., Fir
(E of 2 million psi and higher
grades of MSR and MEL)
0.50
266
Sources: American Wood Council, AIDS ZOOS, Table 11.2A, I1.3A.
DOCUMENT CONTROL
DATE CA DI QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
OJECT AKEVIN REED
—
PRDDRESS:
SHEET NAME:
RACKING LA
FOR PERMIT
iGDI
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
V DESCRIPTION
DATE QC
DATETE ';CADI QC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
-:
c TITAN
551220TH ST
ZEPHYRHILLS FL 33542
i
PROJECT ID: ENGINEER OF RECORD:
SHEET TITLE:
--- ---- -----
-
DESIGN@ENGIPARTNERS.COM
(813) 982 -9001
S O L A R P 0 W E R
----
ENG. RAFAEL A. GONZALEZ SOTO, PE
TSP121661
S-2
PALNUMBER: RCE
DATE:
FUNITHUNIUMMIM
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 15/64" 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 screws
and fasten Mount securely to trusses.
7. Apply additional sealant to top assembly to be sure all
penetrations are sealed.
Notes: (1) Thread must be embedded in the side grain of
Trusses or other structural member integral with t
building structure.
(2) Lag Bolts must be located in the middle third of t
structural member.
(3) These values are not valid for wet services.
(4) This table does not include shear capacities.
necessary, contact a local engineer to specify I
bolt size with regard to shear forces.
(5) Install lag bolts with head ad washer flush to surfa
(no gap). Do nor over -torque.
(6) Withdrawal design values for lag screw connectic,
shall be multiplied by applicable adjustment facto
if necessary. See table 10.3.1 in the Americ
Wood Council NDS for Wood Construction.
DOCUMENTCONTROL
UED FOR PERMIT
V ! DESCRIPTION
,1L a
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
MIAM�MADIE
ma
DEPnATNflENTOFREGtLArOR`i NVE(ONONIR RESOURCLS(RER)
BOARD AND CODE ADVI;NINTRAI JON DilISION
NOTICE OF ACCEI-rANCE _(NOA)
K2 Systeox5, 1,11,
1
8
35 " Mirada D,_ Siaity A
\ kta, CA 12081
Scot,':
flh,, NOA , bamg i—ad and, fl,,, appl.bn ,,]a, d I ig—ing ba I,, .aT.'
I, , Ib, d-ebnittd.d is I ... a d NJ ,d J,, Nji 1).f, Cnuaty bLR-
P—b., ( "'ali— to in, 'd is M,i D,d, alai other where allow by 11. A,nn—,
11-ing In—d-nna (ATIJ),
The. MIa,n,-D.&,Coen ,yP d-1 ( ninfl
(III Nfi—i-Dada C tyl I)& ,I III, A HI (in d,,, IhM—D.& C ",nlly) — 111c Iq;II1
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ok" ."dify, ., — ,f ... 4, pr n- n, n,,n,-W iEhi.,h,iprbft,E R-Ult'a."a, tha Fln
t. _.,k� Ihpt if it is d'i—n—i byMi—i-D,,da C nly Pad 1-n— 111 na 0- —d-1
dial
,1 Sailsthis to - .,a, lhthe applicable b.,kin,g -de !In" P""l-I i, eppn'-d . d"—f—I I.,."and h., ii,-desig-d 1,I Tfwith the f 1-Id, xi,,
md,.dii ff. I'Ilh h t
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DYSCRIP'T ION: I,Fa t E-fastent y,i e( ip Flashi—Af—mon, Sol—Mo-t
APPROVAL DOCUNIENT: D—ml; Ith,d Spli�,, F-t X �.d F—IlInh i'aI,p Kit', b—, � th—gh 9
"I -. pcp—d by K2 dai,al - 01i1 112022, pn[ —i —1,al b� P-1 K 7.h,,, RE, in�g lh�
h 'O.,-D.,& C—ty P'red .t (--,,at appa-1 ytai,p ;Ih fh,, Nx f A—fn —t- ,,n8 ppr—al
d.n, b th, y4i—i [)a&, ( 1, Pz-,d-1 C-1,ni S,af
NIISSFLE TAID, CT RATING' N Li
ABELINF, G; —1, b- hy,il 1— n P".-C., ahcf Ih b,, —I finna,', n, - I. y, n. -d
—'artMi—i Dad,, 0-Ity Pro -I Ca,tral Appnd of %11)('P( A'. -1.1 orhaw,x OAd
lb,nn.,
LIM 1 A rlioN- rhi, NOA v, III, the L-F." K-f.sten w7 et'nmp Fl.,bi.g ..Iv. Th,, Splice Fam X i,, For
'ID, --.if sPhyi.,;
RENEWAL nrll�, NOA hall ha a.C,ad,I ak�, --al app1n,,,,h,,n hal ba- F11.1 1—i 1hala hall IN,
_— L, 'a - af ,
g� bla build,n, dn,,,a[5 ffe�tin i—t—na.- oft 21, -1
-Ppli TEFCAIUA LION ,ftha, NOA df El 1h,, yyPIalfthara ha, be
13 ` M h, J—da'.1 ., r Ali,a— f iln, NnA a,, aa InNn, z,n ,f
In.d.,n. for .!-" Iid'a"nang Dy -lhc, pa —, hall t—fifly t t Ilii, \0A lail— III
alalpi) ifl, — "cli— d1hi, iNON hal(,by,n 1 14 NOA
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DVERTISEMENI: fha %0A ib, I, b, fi, d, N1I,aa.41iK- C-an,. F1 ida, a,,d C,11—ad
h, di a If— y in, dplyy,nl. it, If any Innion (4h, NOA , d,,T1nwd_ th-
,t 'hail b, doIn, I ina,.
I,
NS PEC-ITON:Acpy 'Ifthis elltill','OA,71eilb..p,,,id,nimf.,..,c,1,,them ,,. rod Il,,,,ibu,,r,
1 shall be .-flabla f., in_ms „n m the alb s1,, at rhar u< t of the B Iding 6iF6.1,
1", NOA bag, 1, W,, la,,,,, 1:- , a, 11 .1 apt ,11-1 nNniti'"N n'i "
The "'bitntaNil It— ba— — --d h, C-I. NI. U-1.. P.E.
10A 111: 114017,03
E,pi,,tn,D, FbOOn 17,2027
Fb,,m, 17.2022
F3>: 1
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
CONTRACTOR LOGO
ECL-racal Data
PART &�>- OF AAATERiALS
jTFN!
-----
Q'Y DEESCRiPT�O'N AL-O' VIATEPW.
------------- - -
-EMPER
KIUCE FC_OI X &�C55A
��Llcff FCOT BUTY-` N, ' , 3 1 /2X 'A -
I /A
3
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tiia
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A
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--------- ---- ----------
N"A
- ------- -
3.4
TIT 'A' N
5 0 L A R P 0 W E R
CUSTOMER:
KEVIN REED
PROJECT ADDRESS:
5512 20TH ST
ZEPHYRHILLS FL 33542
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG RAFAEL A. GON2 ALEZ SOTO, PE
TSP121661 DATE: S-3
DESIGN@ENGIPARTNERS.COM
(813)982-9001
PARCEL NUMBER
MECHANICAL SPECIFICATION
{CELLS
DOCUMENT CONTROL
LED FOR PERMIT
V DESCRIPTION
. - �:2: IF .
j
P5
' CELLS
'Warranty Q ELLS
BREAKING THE % EFFICIENCY BARRIER
Q.ANTUM DUCT Z Technology with zero gap cell layout boosts module efficiency up to 21 1.
L, INITR'' !TTI RI TESTING
Q CELLS is the first solar module manufacturer to Pass the most comprehensive quality
j�(�: Programme in the industry:
The new "Quality Controlled PN" of the independent certification institute TUV Rheinland.
ENDURING HIGH PERFORMANCE
Long-term yield security with Anti LID Technology, Anti. RID Technelogyt, Hot -Spot Protect
and Traceable Quality Tra.QT"
EXTREME WEATHER RATING
High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa➢.
;, RELIABLE INVESTMENT
`�� �p Inclusive 25-year Product warranty and 25-yeas linear performance warranty2.
INNOVATIVE ALL-WEATHER TECHNOLOGY
�.---� Optimal yields, whatever the weather with excellent low -light and temperature behavior.
2 S_ d1 �,t , e....,r cam. o, .,. t..er .„>-na..,....
FORMAT
7q. c7in-4i.1 L,-1.25 !c e=.,d h:g frame}
(1879 mm x 1045 ro x 32o— .
WEIGHT..........
48 ; lb,'22.0 a
FRONTCOVER
0,13 (3.2 3 4 yP s-es dgs —th
BACK COVER
C p FI
FRAME....
81a k .cQrd 1 m m
CELL
6 22morn ystailmt ANTUMsolarF IF veils
JUNCTION BOX
2 09 3 98 ;1,26 2,35 1 J S9-J T
53 101 ,m 2 60 :n IS 1R :, } 1P67 wtti6 p ,dicdP
CABLE
4 -n Soarcabs ,(1) 492 in (125' m, )?492 �(1250 mrn)
CONNECTOR
Siaubk MC4; IP68
,
ELECTRICAL CHARACTERISTICS
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, ST C (POWERTOLERANCE-5 W' CW)
POWER AT MPP .. __.38 _... _ _...._ .a _...... _. _.
[f7; �.�g 390 • 00 4n5
SHORTCIRCLT1CURRENT
::;.
:..
__;(;r;
li.G:7
_.1.i0
C>PE'`l CIRCUIT VOLTAGE
G' -
V;
45_T9
L., 23
,..7
�..30
.5.Sn.
Z CURRENTAT MPP.
,....
(y,
J'-
.G_10.83
VOLTAGE AFMPP
V,
,T
6_J;6
r.62
3 08
...._
13
_>
3739
EFFICIENCY....
19 6
11; 9
y 20.1.._..
0 c
_20.6..
MINIMUM PERFORMANCE AT NORMAL.
OPERATING CONDITIONS, NMOT.-..'
..POW!-RATMPP
_.
A
2888 _
,9<26.
_._. 296,3
30.01
3038_.
SHORT CIRCUIT CURRENT
....... ...
_.,;t 1 .....
8.90 ....
8 9?.
.._.. fl 9E ...
897
0C_..
;E
OPEN CIRCUITVOLTAGE
'd
f CURRENT ATPvtPP
8-36
8 41
2 A 6
851
857
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V
I
J
34,81
0 3
5 9b
3b 46
AU1 lb :.a io _�.e,_.?a
_ w..,.,rT.Ti.:_);
,, , A
PROPERTIES FOR SYSTEM DESIGN
,J,�ximo So ,e selra3e V
�,�
vJ„ (I .,, _v+�J .�_l
PY
°Aaxi -:vm S Fese Rat ng
Fire R Ong bssrl cr.Afiii , UL 61730
—Das.�n Load. P�yh , :.,''•`
_•'i
...D
Per_.r t <c M.jul_ Tempe—.—
C" n'n 1-8 "f- 'C
—Con.:nu..s J.,ty
QUALIFICATIONS AND CERTIFICATES
PACKAGING INFORMAT
ION
} Y,j
O ,ram
r 1 .,a (.> 6: ,.
Gk�,S,
�. . 6
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_...
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MEN=
NMI
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
C.A. 32661
12221 N US HIGHWAY 301
255 GIRALDA AVE
0
CORAL GABLES, FL 33134
THONOTASASSA, FL 33592
17 S O L
A R P O W E R
DESIGN@ENGIPARTNERS.CONI
(813) 982 -9001
OCISip. J > "ae 1400, 1r�;�e, CA92618, USA
TEL oV) 7n8 5996
EMAIL ",(,q co s-c.,.,,-
CUSTOMER:
KEVIN REED
PROJECTADDRESS:
5512 20TH ST
ZEPHYRHILLS FL 33542
$L W 3 e Ass bA7,85210
*TITAN TEL A..`CAR
s 0 t A A P A r i, EMAIL r. , so ...-,
SHEET NAME:
I
PROJECT ID: NGINEER OF RECORD: SHEET TITLE:
NG. RAFAEL A. GONZALEZ SOTO, PE 1
TSP121661[�DATE.-___
Specifically designed to work with SolarEdge
inverters
Up to 25% more energy
I Superior efficiency (99.5%)
Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
I Flexible system design for maximum space
utilization
solaredge.com
DOCUMENT CONTROL
( DATE
CADI QC
ENGINEER CONTACT INFORMATION
UED FOR PERMIT
4-14-22
GC LB
ENGIPARTNERS LLC
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
V DESCRIPTION
I DATE
(CADI QC
---------------
----;--
Fast installation with a single bolt
Next generation maintenance with module -
level monitoring
Meets NEC requirements for arc fault
protection (AFCI) and Photovoltaic Rapid
Shutdown System (PVRSS)
Module -level voltage shutdown for installer
and firefighter safety
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA,FL33592
(813) 982 -9001
Power Optirnizer
For North America
P320 / P340 / P370 / P400 / P401 / P405 / P485 P505
adc
(v .c at owes, t_ Der a ure)
.. ___.. -....
_ MPPT Range '
8 - 48 3 60
' 8 - 81
8 50
-.
:_.5 CS 5 - 83 -
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Overvoltacie Cateacry -
--- ---
II
OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOCAREDGE INVERTER)
I[tl341'iLL/'tFiV-Y 3 /'l#11/IYJ
v13xun Akorad Swrern
'Jcirage �' Vk
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All o'. .rad 3r4, 1 - o i vo F) t,J/ 021 OS-G.Al01h 12 NAn-1.
CONTRACTOR LOGO
S O L A R P O `N E R
PARCEL NUMBER:
KEVIN REED
551220TH ST
ZEPHYRHILLS FL 33542
SMARTSHEET NAME:
PROJECT ID: I ENGINEER OF RECORD: SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTO_. PE
TSP121661 DATE: —-�
0A
Ln
Optimized installation with HD -Wave technology
I Specifically designed to work with power optimizers I UL1741 SA certified, for CPUC Rule 21 grid compliance
I Record -breaking 99% weighted efficiency
I Small, lightweight, and easy to install both
outdoors or indoors
f Quick and easy inverter commissioning directly from
a smartphone using the SolarEdge SetApp
I Built in module level monitoring
Fixed voltage inverter for longer strings
Optional: Faster installations with built-in
consumption metering (1% accuracy) and
I Integrated arc fault protection and rapid shutdown
production revenue grade metering (0.5% accuracy,
for NEC_ 2014, NEC 2017 and NEC 2020 per article
ANSI C12.20)
690.11 and 690.12
v lai CCaC1e C-....v,
Single Phase Inverter with HD-Waveec n y
for North America
SE3000H-US / SE380OH-US S_E50OOH-US SE6000H-US/
SE760OH-US / SE1000OH-US / SE1140OH-US
OUTPUT
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How to Enable Consumption Monitoring
By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service
panel, homeowners will gain full insight into their household energy usage helping them to avoid high electricity bills
Service Panel
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Single phase inverter with
HD -wave technology and
built-in RGM and
consumption monitoring
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DOCUMENT CONTROL DATE iCADI OC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
TITAN
CUSTOMER:
KEVIN REED
SHEET NAME:
V 1 , ®ETER T SHEET
UED FOR PERMIT 4-14-22 GC LB
ENGIPARTNERS LLC
C.A. 32661
255 GIR AVE
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
V DESCRIPTION DATE CAD', QC
PROJECT ADDRESS:
5512 20TH ST
PROJECT ID:
GINEER OF RECORD:
SHEET TITLE:
CORAL GABLES. FL 33134
GABLES.
THONOTASASSA, FL 33592
ZEPHYRHILLS FL 33542
--- ------ -
DESIGN@ENGIPARTNERS. COM
(813) 982 -9001
S O L A R P o w ;_ R
TSP 121661
G. RAFAEL A. GONZALEZ S0T0-PE
[BATE:
—s'�
PARCEL NUMBER:
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