HomeMy WebLinkAbout22-4036City of Zephyrhills{€
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5335 Eighth Street
Zephyrhills, FL 33542 BGR-004036-2022
Phone: (813) 780-0020
Fax: (813) 780-0021 Issue Date: 05109/2022
12 26 21 0280 00000 0470 39418 Kennedy Avenue
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Name: ELIZABETH DAFFRON Permit Type: Building General (Residential) Contractor: TITAN SOLAR POWER FL
Class of Work: Electric Service Replacement/ INC
Address: 39418 Kennedy Ave
ZEPHYRHILLS, FL 33542
Building Valuation:
Electrical Valuation: $14,400.00
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $14,400.00
Total Fees: $112.00
Amount Paid: $112.00
Date Paid: 5/9/2022 12:25:48PM
INSTALL ROOF MOUNTED PV SOLAR SYSTEM.
Electrical Permit Fee $112.00
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
•' r•• i. • ^• •. •' rii • • r•• 1i • • •i'-..
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 ri
i ,,,.. • .. `• ! , i i is ♦ ! • .:... i i . is ;. ! • • i.. •:
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.
NO OCCUPANCY BEFORE
CONTRACTOR SIGNATURE
PEfIT OFFICE()
• n A r ri r WAA, r'
81s-78o-002o City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contactfor Permittin
DAFFRON ELIZABETH_M
Owner's Name
C
39418 KENNEDY AVENUE, ZEPHYRHILLS, FL 33542
Owners Address
C
Fee Simple Titleholder Name
C
Nner Phone Number 813 369-1285
Airier Phone Number_
rimer Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 39418 KENNEDY AVENUE, ZEPHYRHILLS, FL 33542 LOT # 47
SUBDIVISION LINCOLN HEIGHTS SUB PARCELID# 12-26-21-0280-00000-0 770
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR (X1 ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMMOTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK PV Solar Installation
BUILDING SIZE I SO FOOTAGE HEIGHT
=BUILDING VALUATION OF TOTAL CONSTRUCTION $38 000
=ELECTRICAL $ j (p AMP SERVICE PROGRESS ENERGY W.R E.C.
PLUMBING
=MECHANICAL $ d VALUATION OF MECHANICAL INSTALLATION
=GAS 4 I ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
1
BUILDERF I COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y r Ni
Address � v License # L
ELECTRICIAN COMPANY �S ��° a _
SIGNATURE REGISTEREC Y1Nf FEECURREN� YiN -
Address Y License#
PLUMBER COMPANY
SIGNATURE REGISTERED YIN I FEE CURREN Y I N
Address License#
MECHANICAL COMPANY I _
SIGNATURE REGISTERED YIN FEE CURREN Y! N
Address License #—
OTHER COMPANY
SIGNATURE REGISTERED Y I N� FEE CURREN E YImN� -
Address License # E�
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt 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 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 Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Remofs 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 Zephyrhills 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 contractor(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 I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department or
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, Wetland 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 that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" 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 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 be a license to proceed with the work and not as
authority to violate, cancel, alter, 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT (F.S 11 T03) r�
OWNER OR AGENT CONTRACTOR'
Subscribed and swom to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this
by by
Who is/are personally known to me or has/have produced VVho islare parsanall known to e or has/have produced
as identification. as Identification.
Notary Public
Commission No,
Na—of Notary typed, panted or stamped __
Notary Public
Commission No. 241/Z4 Z110
Name of Notary typed, printed or stamped
Notary Publici State
as
201201
SYSTEM CAPACITY: 7.2 KW DC / &0 KW AC
PV PANELS: (18) Q. PEAK DUO BLK
ML-G 1 0+400W BY QCELL
OPTIMIZERS: (18) P401 BY SOLAR EDGE
INVERTER: (1) SE6000H-US BY SOLAR EDGE
RACKING SYSTEM: CROSS RAIL SYSTEM 44-X
BY K2 SYSTEMS
PROJECT INFORMATION
PROJECT LATITUDE 28.234783 :: MIN AMBIENT TEMP -1 .1
PROJECT LONGITUDE 1 82 MAX AMBIENT TEMP 34 -C
TZ j'"B_�-P-SURE C
AHJ EPHYRHILLS CI � DESIGN WIND SPEED 138 MPH
E-1 I ONE LINE RISER DIAGRAM
E-2 SAFETY LABELS
S-1 STRUCTURAL PLAN
S-2 RACKING PLAN
S-3 RACKING PLAN
D-3 I INVERTER DATA SHEET
11110": 1 z I: I Zf 1-1
PER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALEZ
SOTO, P.E.83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
COMPONENTS ARE DESIGNED AND APPROVED USING THE
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 2017,
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH
EDITION OR LOCAL GOVERNING CODE.
ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL
CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017. LOCAL
STATE CODES. AND OTHER APPLICABLE LOCAL CODES. MEANS
SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
TORQUED PER DEVICE LISTING, OR MANUFACTURERS
RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL
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 FOLLOWING
MANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING
WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
CONTINUITY
MECAWIND TOOL IS BASED ON THE C&C VIAND LOADS FOR ENCLOSED
BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30A-1
AND 304-2(A,B AND /67C) HAVE BEEN INCORPORATED MEAN ROOF
HEIGHT MUST BE LESS THAN 60 FEET.
DOCUMENT CONTROL DATE AB ' I
ISSUED FOR PERMIT .7.722 �A. 1� REV DESCRIPTION DATE [CAD[ C
(LOCATION MAP
�) / WIND ZONES
IRRADIANCE MAP
3D RENDERING
N.T.S.
"PROPERTY SIDE FACING STREET"
PROPERTY LINE
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ROOF PLAN VIEWI BOS LOCATION
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
ENGIPARTNERS LLC
Rafael A
TITAN SOLAR POWER FL
C.A. 32661
......
Gonz I
a ez
12221 N US HIGHWAY 301
255 GIRALDA AVE
Soto
CORAL GABLES, FL33134
THONCTASASSA, FL 33592
2022.05.04
DESIGN@ENGIPARTNERS COM
(813) 982 -9001
11-44-49
833 - 888 - 3644
-04'00'
#EC13008093
CONTRACTOR LOGO
(&T I TA N
S 0 L A R P 0 W E R
FENCE
PROPERTY LINE
ELIZABETH DAFFRON
39418 KENNEDY AVE
ZEPHYRHiLLS FL 33542
12 26-21-0280 00000-0470
SHEET NAME
ROJECT ID ENGINEER OF RECORD:
ENS RAFAEL A. GONZALEZ SOTO, PE
TSP1228 30 DATE. SHEET TITLE: C-1
DATE:
05-03-�
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DOCUMENT CONTROL DATE JCAC QC I ENGINEER CONTACT INFORMATION
0"4-22 AD JC ENGIPARTNERS LLC
DATE CAD QC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
333 - 888 - 3644
FENCE
PROPERTY LINE
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
Rafael A
TITAN SOLAR POWER FL
Gonzalez
12221 N US HIGHWAY 301
Soto
THONOTASASSA, FL 33592
-2022.05.04
1 1:44:59
(813) 982 -9001
-04'00'
#EC13008093
I
CONTRACTOR LOGO
O A
S O L A R P O W E R
LOCATION OF NEAREST URGENT CARE FACILITY
NAME:
ADDRESS:
PHONE NUMBER:
NOTES:
1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME
2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST
URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
ELIZABETH DAFFRON SAFETY P LA N
39418 KENNEDY AVE
ZEPHYRHILLS FL 33542
PROJECT ID:
ENGINEER OF RECORD:
ENG. RAFAELA GONZALEZ SOTO, PE
TSP122830
DATE:
12-26-21-0280-00000-0470
Jl-a3-22
0
1
WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION ADDITIONAL INFORMATION
WIRE AMPACITY CALCULATIONS
WIRE DE -RATED CALCULATION
RACEWAY 125% OF VOLTAGE CONE)
CONDUCTOR N UTRAL OUND I HAULWAY RACEWAY HEIGHT OUTPUT OUTPUT N AMBIENT #OF DIST. VOLTAGE
QTY. SIZE & TYPE QTY. SIZE & T SIZE &TYPE SIZE & TYPE LOCATION CURRENT OCPD WIRE i DE -RATES
WIRE TAG ABOVE ROOF CURRRENT MI TEMPERATURE CONDUCTORS 1
E OR
I COEFFICIENT COEFFICIENT
DC (BEFORE JB) (4) #10 AWG PV WIRE N/A (1) #8 AWG BARE COPPER :i NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A
LVERTER TO METER) (2) #8 AWG THWN-2 (1) #8 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT 1 EXTERIOR WAL 2 3125A 1 55A 5 FT240V 0.1% 7.7%
- - --- -I-,--,- � I ---I'-,-- - ---- - - - I ---- - -- -I--,--,-------- _ _ _ __h - -- 11 -- - I , - -- - - - , - - ---- - - --
STRING #1
5
STRING #2
041
8
NEW UNDERGROUND SERVICE
24U\V12OV
3#3/0 THVVN-2
TER
INVERTER TOTAL OUTPUT: 25A
SAFETY RATING (12596): 31.25A
TOTAL PVSYSTEK8 {}CPD: 40A
~ K�A|NBREAKER RAT|N��: 150A
BUS BAR RATING: 200A
2#4THVvN-2GROUND
GROUNDING ROD SHALL
N|�U�8FT NOT BELESS THAN (50IN)
METAL WATER
PIPING SYSTEM SHALL BE
BONDED AS REQUIRED IN
PER CODE NEC 25O1VuAC DISCONNECT MUST BE `- KAILE,
VISIBLE ADJACENT TO AND V0 THIN
|
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
2
1 #8 BARE WIRE GROUND
3/4" MT CONDUIT
4
1 #8 THV\/N-2 GROUND
5
6
REFER TO D-3 SHEET
1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT
7
1 PV SYSTEM DISCONNECT - 60A RATED
8
PV INTERCONNECTION POINT - PV BREAKER
9
NEW NUTILITY ELECTRICAL SERVICE
DOCUMENT CONTROL DATE
CADIQCI
ENGIN ER CONTACT INFORMATION
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
A
CUSTOMER: ELIZABETH DAFFRON
SHEET NAME:
ONE LINE RISER DIAGRAM
ISSUED FOR PERMIT 05-04-22
AD
ENGIPARTNERS LLC
CA32661
Rafael A TITAN SOLAR POWER FL
Gonzalez 12221 N US HIGHWAY 301
REV
DESCRIPTION DATE
_:LC
CAD QC
PROJECT ADDRESS:
PAL GABLES, FL 33134
THONOTASASSA, FL 33592
11-45-09
PARCEL NUMBER:
TURN RAPID SHUTDOWN
SWITCH TOne"O=
POSIT ION TO
SHUT DOWN PV SYSTEM
AND REDUCE SHOCK
HAZARD mTHE ARRAY.
. .
LABEL
AC DISCONNECT,
POINT OFINTERCONNECTION
PER CODE: NEC 89O]3(B)
/^PPI /nr^rx`m-
ACDGC0NNECTMAINPANEL
PER CODE: NEC 110.27 (C)
OSHA 1910.145(f)(7)
/^Pp /m^^nom-
ACD|SCONNECT, MAIN PANEL
PER CODE: NECO3O.56(C)(5)
/^nP/ /or^nnm-
m�,umumvmo~/
POINT 0FINTERCONNECTION
PER CODE: NEC 690.5G(C)
ACDISCONNECTMAINPANEL
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING SOURCES
WITH DISCONNECTS LOCATED AS SHOWN:
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.52
LABEL LOCATION:
INVERTER
PER CODE: NEC 89O.53
/^on /nr^nnm�
M,u/o^m"wo./
PER CODE: NEC 690.54
LABEL LOCATION:
AC DISCONNECT
/uun /nrunom.
wm/mocnviuco
DISCONNECT, DCCONDUIT
\\\\\)//A/
/^PP/ /nrxr/nm-
rum/ur
INTERCONNECTION
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC
/uuP/ /m-unom,
MAIN SERVICE PANEL
PER CODE: NEC GAU.45(B)(5)
POINT OF
INTERCONNECTION
PER CODE:
NEC 09O33(E)(2)&NEC
LABEL LOCATION: POINT 0FINTERCONNECTION
PER CODE: NEC 69015, NEC 690.13(B)
LABEL LOCATION- ADJACENT TOMAIN DISCONNECT
(OTITZ.3L N
,
O
GENERAL NOTE:
ADHESIVE FASTENED SIGNS:
—110.
�THELABEL SHALL BEVISIBLE, REFLECTIVE AND SUITABLE FOR
'� = HEENV|RONK8ENTVVHERE|T|SINSTALLED [WFPA1.11122.1]
of
WHERE REQUIRED ELSEWHERE |NTHIS CODE, ALL FIELD
APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD
� ~~ 0100,
COK4PLY��THANSI Z535.4[NEC 11O.21(B)FIELD MARK|N(�].
��10��x�'/>` ADHESIVE FASTENED SIGNS MAY BEACCEPTABLE |F
PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER
RESISTANT [|FC8O5.11j.3]
DOCUMENT CONTROL DATE
CADJQCJ
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
C NTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO CUSTOMER:
ELIZABETH DAFFRON
_PROJ ADDRESS
(&T I TAN
PARCEL NUMBER:
SHEET NAME:
SAFETY LABELS
ISSUED FOR PERMIT
ENGIPARTNERS LLC
Co
Rafael A
TITAN SOLAR POVVER FL
REV
DESCRIPTION DATE
CALICO
DATE
SOLAR MODULE
UL 1703 CERTIFIED
MAX DESIGN LOAD 56 psf
APPLIED WIND LOAD-45.61 psf
NOTES
Q.PEAK DUO -INSTALL MID CLAMPS BETWEEN
BLK ML-G10MODULES AND ENDS CLAMPS AT THE
-
40OW I 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: 33%
ZONE 2r: 67%
-45.61 (0.33) + -45,61(0.67) _ -45.61 psf
ULTIMATE WIND SPEED
1401mph
DESIGN WIND SPEED
1381mph
RISK CATEGORY
11
EXPOSURE CATEGORY
C
ROOF SLOPE
14
ROOF TYPE
GABLED
MATERIAL ROOF TYPE ASPHALT SHINGLES
PRESSURE ZONE:
1&2
MEAN ROOF HEIGHT
11.569'
0.5 MEAN ROOF HEIGHT
5.78450b
2H2
8
PERIMETER WIDTH:
3.00_'
KID
0.85
KZT
1.0
KH
0.849
VELOCITY PRESSURE (q) = 0.60*0.00256* KHKZTKDV'
VELOCITY PRESSURE (ASID) 21.72
NON EXPOSED
EDGE FACTOR: 1 0
YE=
EXPOSED
EDGE FACTOR, 1.5
tE=
ARRAY EQUALIZATION
IFACTOR:
I Ya =10.7
EXTERNAL PRESSURE COEFFICIENT Z1
0.7
-2.0
EXTERNAL PRESSURE COEFFICIENT Z2e
0.7
.0
EXTERNAL PRESSURE COEFFICIENT Z2n
0.7
_-2
-3,0
EXTERNAL PRESSURE COEFFICIENT Z2r
0.7
-3.0
EXTERNAL PRESSURE COEFFICIENT Z3e
0.7
-3.0
EXTERNAL PRESSURE COEFFICIENT Z3r
0.7
-3.6
INTERNAL PRESSURE COEFFICIENT
0.18
ZONES
PRESSURES
(PSF)
NON
EXPOSED
PRESSURES
(PSF)
EXPOSED
PRESSURES
(PSF)
MAX
SPAN
(FT)
MAX
CANT]-
LEVER (IN)
1
-47.36
-30.41
-45.61
4'
16 1
2el
-47.36
-30.41
-45.61
4'
16'
2110M
-69.08
-45.61
-68,42
4'
16
-69.08
1 -45.61
-68,42
4
16
_Le
3'M
-82,11
1 -54.73
-82.10
2
8
TOTAL ROOF AREA
1661,91
sq.-ft
TOTAL MODULES:
18
TOTAL PHOTOVOLTAIC AREA
380.44
sq.-ft
TOTAL PERCENTAGE AREA OF PV SYSTEM
22.891%
WIND LOAD (PSF):
-45.61
TOTAL WIND LOAD (LBS):
-17,351.87
TOTAL ROOF MOUNTS:
58
TENSION FORCE PER MOUNT (LBS):
-2T9.17
-LEGEND & SYMBOLS
OBS ROOF OBSTRUCTIONS
ARRAY #
XxMODULE#
-'<------STRING #
NON -EXPOSED MODULES
EXPOSED MODULES
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.
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
Z D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M)
ASCE 7.16 - 29A-7
DESIGNED WIND PRESSURES.
p = qh (GC P) (YE) ( Ya)
1 10 100 1000
Effective Wind Area, ft2
V ELECTRIC METER
)ISCONNECT
STRING INVERTER #1
i BOX
- TYP. SEE D-1 LOCATED AT CENTER LOCATION - INSTALLER
OF ROOF TRUSS - TYR MUST VERIFY IN FIELD LARRAY A
TILT=14
AZIMUTH= 180' (S)
H,= 4"
In
DOCUMENT CONTROL DATE [CAID QC
ENGINE ER CONTACT INFORMATION ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO CUSTOMER ELIZABETH DAFFRON
PROJECT ADDRESS:
.
118 KENNEDY AVE
*TIT AN
SHEET NAME
STRUCTURAL PLAN
ISSUED FOR PERMIT 05�04-22 AD 2C
I
ENGIPARTNERS LLC Rafael A
C A. 32661 Gonzalez
255 GIRALDA AVE
Soto
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
REV DESCRIPTION DATE CAD QC
7�
PROJECTID:ENGINEER
OF RECORD:
SHEET TITLE:
CORAL GABLES, FL 33134
THONOTASASSA, FL 33592
ZEPHYRHILLS FL 33542
2022.05.04
S 0 A R P 0 W E R
��H R�FA
F FLA GONZALEZSOTO PE
S-1
DESIGN@ENGIPARTNERS.COM
11:45:3 0
(813) 982 -9001
PARCEL NUMBER:
DATE:
833 - 886 - 3644 -04'00'
#EC13008093
12-26-21 0280-00000-0470
05-03-22
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
LENG�N
ct0����
K2 SYSTEMS
CROSS RAIL
CROSSRAIL YETI END
13MM HEX BOLT
LOCK WASH
2X4 RAFTERS 24" O.0
SPLICE FOOT j \- -- ASPHALT
SEE DATA SHEET ABOVE SHINGLES
P - SPECIFY MIN.
EMBEDMENT OF 2.5"
NOTE: 5/16" SS LAG BOLT
SEAL BASE MOUNT TO EXISTING 5/16" SS FENDER WASHER
ROOF UNDERLAYMENT WITH ROOF
SEALANT AND MEMBRANE
SEALANT
SHINGLE ROOF MOUNT DETAIL & DATA
N.T.S.
DOCUMENT CONTROL I DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
ISSUED FOR PERMIT 1 05-04-22AO Jc ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER FL
REV DESCRIPTION DATE CAD OCR„
C.A. 32661 ur Gonzalez 12221 N US HIGHWAY 301
255 GIRALDA AVE =Soto
CORAL GABLES, FL 33134 N>;' 2022.05.04 THONOTASASSA, FL 33592
-- DESIGN@ENGIPARTNERS. COAA ;45:40 (813) 982 -9001
833 - 888 3644 04 00'... #EC13008093
y
Everest Ground Lug
140 mph
Array Interior 72 72 72 62 62 62 58
0 psf C 7 to 20
Array Edge 62 62 62 52 52 52 47
LAG BOLT PULL OUT CALCULATIONS
Spruce, Pine,
Per inch Thread Depth
26611as
SS Lag Bolt 5/16" x 4"
Min, Thread Depth
0'-3"
Wood Strength x Thread Depth = Pull Out Strength
266 lbs, x 3 in = 798 lbs.
Allowable Pull Out Strength per Lag Boll
798 lbs.
Max. Pull Out Strength Required per Lag Bolt
299A7
Lag Bolt Pull Out Strength Safety Factor
2 67
ASCE 7-16 Velocity Pressure
gz10 = 0.00256Kz Kzt Kd V2
Where
DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT
+ 3.5 LBS) " (MODULE CITY) = (52.00 LBS)' (18) = 936.00 LEIS
PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RAC_KI_N_G
A _
WEIGHT I TOTALARRAY AREA = 936.00 LES / 380.44 SOFT
2, 46 PSF'
HENCE ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM_
LOAD
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.
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 -39.1 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.
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) capin, typical roof
Lumber
Douglas Fir, Larch
Douglas Fir, South
Engelman Spruce, Lodgepole Pine
(MSR 1650 f & higher)
Hem, Fir, Redwood (close grain)
Hem, Fir (North)
Southern Pine
Spruce, Pine, Fir
STAINLESS STEEL Lag screw specifications
Specific
s/a" shalt, "
gravity
per inch thread depth
0,50
266
046
235
0,46
235
0,43
0,46
0.55
0.42
212
235
307
205
(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.
CONTRACTOR LOGO CUSTOMER: SHEET NAME:
EL17ABETH DAFFRON %� (�'! %�
%TITAN
PROJECT ADDRESS: R/"�� KING PLA 39418 KENNEDY AVE
ZEPHYRHILLS FL 33542 PROJECT O: ENGINEER OF RECORD: SHEET TITLE:
S D L A. R P O W E R SP122830 ENG. RAFAELA GONZAL EZ SOTO, PE S-2
PARCEL NUMBER: TDATE: `�n•
12-26-21-0280-00000 0470 05 03-22
1
N
+T70
I
Lag Screw Installation Guidelines
E1IAE,EL7ADE
" "-
We SnpP rt PV Systems
'ro�.a�i9 v-t-I so We it em=±9 t
1. Determine location for the Mount on roof by drilling through
0 o c: 9on o I t t
....
N01ICE OEACCEPIANCE(NQ.A)
the center of truss from bottom with 5/32" drill bit.
K2 Systems, LLC
2. Mark mounting holes for Mount on underlayment. Mounting
holes should be centered on the trusses.
A'"08,
h.bu d pt d by M fJ i C ttNit
.,
"
3. Drill 15/64" pilot hole.
4. Apply sealant to bottom of Mount.
P NOA 10 b.. M Il I } { t d b i n N O d Iy P d
fl 61 Dd N, d h Ill( th t DI D d y, "I�
4�® �'j, I,
tt .uc p i _. i t II I _} t h Lh al3l }
M,
5. Place Mount over roof underlayment with holes in roof.
tt. tt p d h f I p t W 7llR t 'th
`� z T✓'
lh
t b p t 1 I by 1i iM�d P d t C I Ilia ihi,p.. i wrc
.d
A, t _
6. Apply sealant to bottom of Mount, apply sealant to lag screws
g
Splice Foot X
and fasten Mount securely to trusses.
DESCRI I Ki 1,F tE f I FtI,hi.gAi Star A9 t
r
1PPR01 1L DOCUMENT: D N d I F d f RI h .0 p - I tb )
7. Apply additional sealant to top assembly to be sure all
P9f >I IL ,Iz a d Id rp IK �n t f
P I tr 1 t 1 .d, i I t 4
a
p p p
penetrations are .Sealed.
ARSSILE IMPACT RATING NUJ
LABELING: F h b-,11til M< 1 6 1 ' IIt,
Thread
t II wi b t M D d C. [ N ( tni ipp,. d M17➢( l(1 1 :: h W
"y >
Notes: (1) must be embedded in the side gram of a
Trusses or other structural member inte ral with the
g
RENEW11 fth VOA hll f ppi K hn.
h-
TERAllN ATTON fti BOA 'll }F h d Lth 6 1
building structure.
p g
r l P M fthi, NO NOA I>i
G h I II IIY tv t I NOA F t
s&"
v pcodu nd pry
c m)tiY h Ilion ft NdA.h Iir f d .. NOA-
hn
`�'F b
(2) Lag Bolts must be located in the middle third of the
ADIERIISENENJ:I NOA,un,Ir cud�db,t,�w �Y,�,m,-D � ,,,,,FhCO.nndoli.wcd
�'°a3
, a
structural member.
b :hay k d ma}Md'i. pin 1 N' . 7 y fh i�'01' {pin., cd t
s entvi hD4 hull l,poe iddrothe itaer
CTION opy tt Acul+y th or't 9i m.txor
LN5PESh E ,
G+I'.Ca�la -�
(3) These values are not valid for wet services.
ul b1 ` p R, �D}T
I sNOA -l- T[I p g I -dc $ C 1>It pl; nl duc 1 ned vM�ve
,—b Cadet IT. U-n, P.E.
'�%+�`: .Firxry'p� htheeCrtkatzn'.B",k-a
(4) This table does not include shear capacities. If,�
addocnmcnit n "—d.y
- Y<".,
N� ExI D P i '1 MJ
zza .-dr k5 :`n:ax mays
necessary, contact a local engineer to specify lag
���"d�"W�-
AIP 1Daw:heh ° e..
bolt size with regard to shear forces.
(5) Install lag bolts with head ad washer flush to surface
„z
(no gap). Do nor over -torque.
PART BI,.L OF MATFR ALS
r SCR TOE AL:A
Bonding and Grounding
(6) Withdrawal design values for lag screw connections
`ATel,,;; yi.
COMPLETE ASSEMBLY - - - } _<
1 = liICE x iX_ I AT KJ A
shall be multiplied by applicable adjustment factors
2 S L OC BU YI 3:TZ P N/A
0S REll' $JNIs 3 I 7A
1 3 2 1 �vN SCREW
"
r-. WASHER I SSAy. r +✓� WA
3 - T--° �1°x- SS FIN' $SS " N ^_-
?H
if necessary.See table 10.3.1 in the American
-.51 c
���Al
J lSALN
;: ..„
GFNLT_E�P' 1.,
_ 5�AIN Ea>STEEl
Wood Council NDS for Wood Construction.
a,
:.
'.. 2X Fes:.
q^ f
-
2i( 744.00
i
I
0
/ r i
EXPLCOED ASSEMBLY 2�
v
'. �-' SPLICE SOOT X OW'cN$(ESNS
b N tf sa au
ZflC
'
, fi � it,_'-g4 '.�, PRODUCT APPROV EDa
ms'�od•W21-D]2_.03
�p
'=�*t NO-735`CL Noa
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Ft'-
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w�
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PL 9ATF'
iPES-GNATURE:
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rf�tAi'9:I _- 01 4}2022 t
SHINGLE ROOF MOUNT DETAIL & DATA
K S nscnlP Ian.
- - SFaCc' FOOT X KIT ASSEM$L'Y „
N.T.S.
DOCUMENT CONTROL
DATE
CAD
OC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO CUSTOMER:
ELIZABETH DAFFRON
PROJECT ADDRESS:
39418 KENNEDY AVE
ZEPHYRHILLS FL 33542
S O L A R P O Af E R
PARCEL NUMBER:
12-26-21-0280-00000-0470
SHEET NAME:
RACKING PLAN
ISSUED FOR PERMIT
05-04-22
AO
JC
ENGIPARTNERS LLC
C.A.32661
211 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
Rafael A TITAN SOLAR POWER FL
Gonzalez 12221 N US HIGHWAY 301
`Soto
.. THONOTASASSA. FL 33592
2022.05.04
,P 11:45:55 (813) 982 -9001
-04'00' #EC13008093
REV
DESCRIPTION
DATE
GAD
OC
PROJECT ID:
TSP122830
ENGINEER OF RECORD:
NO RAFAELA GONZALEZ SOTO, PE
SHEET TITLE:
S-�+^S
DATE:
05-03-22
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DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATION iE6qP4EIjNG'tAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT os-o4sz ao Jc ENGIPARTNERS LI Rafael TITAN SOLAR POWER FL ELIZABETH DAFFRON �� MODULES
DATA
SHEET
— _ �VI lJ t1 L_
REV DESCRIPTION DATE CAD DO PROJECT ADDRESS:
C.A. 32661 Gonzalez 12221 N US HIGHWAY 301 Ilk I
255 GIRALDA AVE SOtO AN 39418 KENNEDY AVE
CORAL GABLES, FL 33134 .r - THONOTASASSA, FL 33592 ZEPHYRHILLS FL 33542 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
7. ,
-' - 2022-05.04 S D L A R P 0 W E €i pp ENG. RAFAEL A. GONZAL EZ SOTO. PE
---- DESIGN@ENGIPARTNERS.COM e 11:46:05 (813)9$2 -9001 PARCEL NUMBER: ----' TSPI Z2HJO DATE: ®-1
12-26-21-0280-00000-0470 os-oazz
833 - 388 - 3644-04'00' #EC13008093
MMIMZ���
I Specifically designed to work with SolarEdge
inverters
I Up to 25% 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
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
rl%
Power Optimizer
For North America
P320 / P340 / P370 / P4047/_P_40_1_/k05 / P485 / P505
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
�3 ehC,;fpul volt',r), P', PC;','0-
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STANDARD COMPLIANCE
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DOCUMENT CONTROL
DATE
CAD
I QC
I ENGINE ER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
A k 11
T I TA N
CUSTOMER:
ELIZABETH DAFFRON ---
PROJECT ADDRESS.
39418 KENNEDY AVE
SHEET NAME:
SMART MONITORING DATA SHEET
ISSUED FOR PERMIT
05-04-22
AD
I JC
ENGIPARTNERS LLC
C k32661
255 GIRALDA AVE
Rafael A
Gonzalez
--Soto
TITAN SOLAR POWER FL.
12221 N US HIGHWAY 301
REV
DESCRIPTION
DATE
CADJQC
PROJECT 10:
ENGINEER OF RECORD:
SHEET TITLE:
CORAL GABLES, FL 33134
THONOTASASSA, FL 33592
ZEPHYRHIULS FL 33542
DESIGN@ENGIPARTNERS COM
11:46:16
(813) 982 -9001
S 0 L A R P it W E R
TSP122830
NO RAFAEL A GONZALEZ SOTO, RE
DATE:
D-2
PARCEL NUMBER:
_T_
833 - 888 - 3644
- 04'00'
#EC13008093
12-26-21-0280-00000-0470
05-0322
Single Phase Inverter with HD -Wave Technology
for North America
SE300OH-US / SE3800H-US / SE500OH-US / E6000H US/ j
SE760OH-US / SE1000OH-US / SE1140OH-US
Single Phase Inverter with HD -Wave Technology
for North America
SE300OH-US / SE380OH-US / SE5000H-US SE6000H-US/
SE760OH-US / SE1000OH-US / SE1140OH-US
.: �
ADDiFiONRi FEAFURES
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INSTALLATION SPECIFICATIONS
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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
Single phase inverter with
Optimized installation with HD -Wave technology HD- wave technology and
built-in RGM and
2 Specifically designed to work with power optimizers I UL1741 SA certified, for CPUC Rule 21 and compliance� z°� Service Panel consumption monitoring
' .gg Z S 0 TO
y Record -breaking 99 % weighted efficiency I Small, lightweight, and easy to Install both '� ,tom , . " ' ' ' - " , oo, Grid ,.
outdoors or indoors ' , i
I Quick and easy inverter commissioning directly from , I rI
a smartphone using the SclarEdge SetApp Built-in module -level monitoring s 4d cAT a61Q i
y Fixed voltage inverter for longer strings y Optional Faster Instaliatlons with built in 8 ; L1N
consumption metering (1 / accuracy) and
I Integrated arc fault protection and rapid shutdown production revenue grade metering {0 5% accuracy,
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for NEC 2014, NEC 2017 and NEC 2020 per article ANSI C12201 " � a p ACCU t
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690.11 and 690.12 _ e �r " a1;1' ,, .,
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DOCUMENT CONTROL
DATE ICADI GC.
ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO CUSTOMER:
UZABETH SAFFRON
PROJECT ADDRESS:
39418 KENNEDY AVE
(&T I TAN ZEPHYRHILLS FL 33542
s e L A a P O W E R
PARCEL NUMBER:
12-26-21-0280-00000-0470
SHEET NAME:
INVERTER T SHEET
ISSUED FOR PERMIT
05- 4-22 AOIJC
ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER FL
C.A. 32661 Gonzalez 12221 N US HIGHWAY 301
266 GIRALDA AVE
CORAL GABLES, FL 33134 Soto THONOTASASSA, FL 33592
2022.05.04
DESIGN@ENGI PARTNERS.COM '11:46:26 (813)982-9001
- 888 - 3644-04'00' #EC13008093
REV
DESCRIPTION
DATE CAD OC
PROJECT i0:
q pn}
TSP122830
rNGINEER OF RECORD SHEET TITLE:
RAFAEL A GON ALEz solo. PE
E:®—v833
3-22
—