HomeMy WebLinkAbout24-7659City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-007659-
Zeph rhills Phone: (813) 780-0020
Fax: (813) 780-0021
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.
NoticeIn 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.
"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 with your lender or an attorney
before recording your notice of commencement."
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
RE IT OFFICE
HOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-790-0021
Building Department
Data Received Phone Contact for Permitfin 727 637 - 1450
***Itmass *to
Owner's Name Owner Phone Number 813-765-0951
Owner's Address 33541 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS [6:3:22Beck �Fo Loop, Zephyrh�HISFL, 3�3541 LOT # 32
SUBDIVISION [A:B:B:0_j�S UARE� PARCEL to#
ea.aED 'R.- "Re"ERTY TAX NOTICE)
WORK PROPOSED NEW CONITRE] ADDIALT SIGN DEMOLISH
INSTAL REPAIR
PROPOSED USE SFR E] COMM OTHER
TYPE OF CONSTRUCTION BLOCK E:] FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE So FOOTAGE HEIGHTE:=
It WAL ElEvXX MaUILDING VALUATION OF TOTAL CONSTRUCTION
MELECTRICAL AMP SERVICE X PROGRESS ENERGY W,R.E.C.
21,963.80
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING E] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY E
SIGNATURE E::== REGISTERED ;;;; FEE Q.��IRENY 1��
Address License #
ELECTRICIAN COMPANY Brilliant Installations Inc
RREN Y/N SIGNATURE REsM11PTZERED [� �YN Installations
Address License #
PLUMBER COMPANY E
SIGNATURE == REGISTERED ;;;; �TEECURR.N���
Address License #
MECHANICAL COMPANY E
SIGNATURE E=== REGISTERED ;;;�FEr C111111EN
Address E========= License #
OTHER COMPANY E
SIGNATURE E:=== REGISTERED ;;;; �IEEMRREN/ N���
Address License #E�_.._._J
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction,
Minimum ten (10) working days after submittal date, Required onsile, Construction Plans, Stormwater 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 Fauna. 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 all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
-*PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required, INC 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)
Recants 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 Zephyrihills 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 RESPONSIBILITIl 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 IMPACTILITILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of now buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number W07 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 poor to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid poor
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 Lion 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,
CONTRACTOWIVOWI 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, Welland 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 'Ar 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 "N' 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 at 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. 117.03)
OWNER OR AGENT
Subegfibed and sworn to (or a
WWrslare persdrWly known tome 01rhas/have produced
as identification.
—Notary Public
re 0 0
ame of Notary I printed or stamped
Notary Public State of forid
Carly Rademaker
Expires 12129/2024
t VKF_
worn I� 0 ,ig.
r off
rra?�
d)
and rmed) before his t me
�e this y aw(GL
me or has/rfavO produced #[#I -
as identification.
Notary Public
=Notary Public State of - Florida]
Carly Rademaker
My Commission HH 47042.8
Expires 12/29/2024
01/31/2024 11:08AM Rcpt:2665694 Rec:10.00 IDS:O,00 IT:0,00
Nikki Alvarez- o Ies, Esq., Pasco County Clerk & Comptroller
Prepared By, Brilliant Installations- Mali Burkhart
Addrew
ix
Pamel ID
Tstate
.;
THE UNWU� hereby gives notee that Improvernsi be MKle W cortain rest prop", and In aw*anoo with Section 713,13 of the
Dna"wdfWid"(*Wdn&#")A,BB0TT SQUARE PHASE 2PB90PG028
Mounted Solar PV SVstern
t
s
Under parrafty of pe4ury, I ckkn that I have towl the bego#V wi of cod*wc*mer# andthat ft fact �WW ttweln am trw to the best of my
know"a and belief
(name of party on behalf of whom instmi was executed),
Mokayla Burkhart
SIGNATIAE OF PRINT NAME
INSTR#2024017083ORBK10952PG3149Page 1 of 1
Of/3112424 11:08 AM Rcpt: 2665694 R : 10,00 DS: 0.00 IT: Oi 00
Nikki Alvarez -So les, Eq., lea oo ourrty Clerk & Comptroller
Prepared By., Brilliant thstallatorw Ma a Burkhart
PerimitNumber
Pacce! ID Nana U,4
Sl* Wide
32
a
a 5 (job) Address �Js
ImprovarmftIn 11 Now Roof
t. t
a, Name and oddress
F
5.
a, Nam and
b. TeWOM No.
r Amount of Sord$
5.L
a, Name am addirm
. T s
7, Persons within the ftle of FbrW& deellinabd by Oww upon whom nolices or offw documents rmy be served as provitlerlby Section
713.13(lX )7,
a A
b. Toopnorre
5. in utdow to hjnWj or hNIA Of
to .ratain a LleadYi Ubtkii as ptoWeem SeftoII&13(1)(b), Fwwa Stinites,
s. Telephone Na of Person or on##y designated by Owner
Expiration9. nollmof cowwwwriatit (the expiration da*mq r0bebefift-thatolhOlolion oforalrudw and final payment to the contractor,
i
knowledge and belief
L. 1 ,
wAkdowep
---Jaj� �,�20I�4 by 1w
or
(type of aftrily, ea. officer, hi",
Pe knwn
OFt
pp ��@g p4.g9pMy$° J..�G�d94tPi{#:PAR g N6. C i` d 1
9g! 9 d ssAyy$6��i��b++RRv�j0N kiI 4A
!RE Apd 0, 2020
Patented. 0 Copyright 0 2020-2024 Richard Pantel, All Rights Reserved, Paper or PDF copies of this report may be distributed only to employees of the company
listed below under "Prepared for, or to Authorities Having Jursidiction (AHJ's) for their review purposes. This document contains Intellectual Property (IP) created by
the Author, and as such, no parts of this calculation report or related data input form(s) may be copied in format, content or intent without permission in writing from
the Author. Dis-assembly or reverse engineering of this calculation report or related data input form is strictly prohibited, The Authoes contact information is:
RPantel@iroofa.solar, web -site: www.iroofa.solar; tel: 908-507-5500, Trademark: iRooFO and iRooFAO.
Instant Roof Framing Analysis
www, irogfa. solar
tek 540.313,5317 - email: /hfb@1RooFA. solar
STRUCTURAL ANALYSIS
for the
RO0_"'FTQ_"'P PV S(D"LAR INSTALLATIO"N
SIMEEM
BRILLIANT
My Brilliant Solar
1433 Hooper Ave, Ste 212, - Toms River, NJ 08753
Pages
Description
p
1
Cover
Roof Structural Calculations for PV Solar Installation
5®T
Location: MP 1
11-13
Location: MP 3
Pa es
Description
_
2-4
Loading Summary
Roof Structural Calculations for PV Solar Installation
8-10
Location: MP 2
14-16
Location: MP 4
nt r"
, "I", `�Re'
Project Number: 66.402062.29, Rev. 0 Report Date: 01,��,4�,�024 port Prepared by:
This item has been digitally signed and sealed by,--' Vt D PA
Richard Pantel, P.E. on the date adjacent to the sea].
Printed copies of this document are not considered -
NO�73222
signed and sealed and the signature must be verified on
any electronic copies.
40
R
III I 11WO "�14,-'ONA t,
JAN 2,9 20z�f
Richard Pantel, P,E.
FL License No, 73222
Sealed 01 /24/2024
1 of 17
Wind Loadiq•
Over -ridden per client request. Original data from •.
•
provided wind / snow loadin2s.
Module Data
Q Cell: QPEAK DUO BLK ML-G10+/TS 405W
Module Loadi ry
Roof Zones
,Net load r)er module
mammium-
Loading Summary R iRooFATm C#Vyright @ 2020 Richard Pantel. All Rights Reserved. 2 of 17
spacing
proposed stanchion
# fasteners per stanchion
l'RailsINNISINUA'Max
r ♦ ♦-•III•*♦
t,§afety Factor
Pull-out for 5/16 threaded fasteners
* ♦ • r
r * r
•
I ! •
Max stanchion uplift
Np� module
oil
♦. •- • ♦.
!.
. 11
. M
Modules
LengthLandscape
♦ • rafter
Lift calceffW-d max stanchion*!
�„
Max stanchion EW spacing
Maximum module area / s�jpport point
Factored lift per support point
Portrait Modules
rafter
r�..
! ..
Max stanchion EW spacing
�r support point
•
•
.a • •
Loading Summary R iRooFATm Co�,#yright @ 2020 Richard Pantel. All Rights Reserved. 3 of 17
Solar, to determine its suitability to support a PV solar system installation.
The referenced building's roof structure was field measured by My Brilliant Solar. The attached framing analyses
reflect the results of those field measurements combined with the PV solar module locations shown on the PV
• roof • design prepared by My Brilliant Solar. Loads are -• to combine the existing building and
• loads with the proposed new PV array loads.
• Summaty
Based upon the attached calculations and in accordance with the FBC 2023 Section R324,4 and the FBC's
reference to IBC 2021 Section 1607.12.5.2, the existing roofs'framing systems are capable of supporting the
additional loading for the proposed PV solar system along with the existing building and environmental loads. N*
supplemental roof framing structural supports are required. Minimum required anchorage fastening is described
•
Wood fastener notes: 1) Fastener threads must be embedded in the side grain of a roof support structural
member • other structural member integrated into the • structure, 2) Fastener must be located in the
middle third of the structural member. 3) Install fasteners with head and where required, washer, flush to material
surface • gap). Do not •
References and Codes:
1) ASCE 7-22 Minimum Design Loads for Buildings and Other Structures
2) IBC 2021
3) FBC 2023
5) American Wood Council, NDS 2018, Table 12. 2A, 12J 3A.
6) American Wood Council, Wood Structural Design, 1992, Figure 6.
Loading Summary R iRooFATm Coiyright @ 2020 Richard Pantel. All Rights Reserved. 4 of 17
Roof Structural Calculations for PV Solar Installation Array AR-1
Location. MP 1
Roof Wind Zone Width
use, a 3.00 ft
Framing Data
Rafter t Truss ®C I in 24.00 48 Max. Rack Support Spacing (in)
Member Total Len th fi 3.20 2 lfi Modules 1 Roof Plone
Member Prop rt es amber * Mem properties based upon field measurements
Name {1 }1.5x3.5 Ralkar
. .. . k
Description
Framing Members
Roof Deck & Surface�
t �' .• . • . , .
"" Module
Array AR- 1 iRooFATITI Copyright @ 2020 Richard Pantel. All Rights Reserved. 5 of 17
=-, n3SM3=- iwm
Notation
Cap = Panel chord length.
p = uplift wind pressure
ya = Solar panel pressure equalization factor, defined in Fig. 29,4-8.
yE = Array edge factor as defined in Section 29.4.4.
0 = Angle of plane of roof from horizontal, in degrees,
.5 - 7y% *7 77T -MVPW7
E) >= 7 deg TRUE
MMEG�- �c
Max.dl: Exposed FALSE Use NOT EXPOSED for uplift calculations
1.5(Lp)_= 9.30
yE =
1 ya = E:O .67
FIRM
Wind Loading
Module
I
Upward
Windload
20 1 20 1 20 1 20
ASCE 7-22 Chapter 2 Combinations of Loads,
Table 2.4, Page
'2.2 SYMBOLS AND NOTATION
D = dead load of Sum Existing DL Roof Loads
Raw- --jamm-ge !Mm GaTHIMMI='04ma
W = wind load
WON.
proauces Tne rno-M
or more loads not acting shall be considered.
Combination Formulae ����MFVAZ�
Array AR-1 iRooFA TM Copyright @ 2020 Richard Pantel. All Rights Reserved. 6 of 17
wa
vity Loads, the net increase in roof load afb
EM
Array AR- 1 iRooFATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 7 of Im
Location: MP 2
Array AR-2
Roof Wind Zone Width
use, a --f--3700 Ift
q,=l 41.47 Ipsf I Vasdq,=l 24.96 Ipsf _j Basic wind pressure
mph
raming Da
Rafter / Truss QC FI Baia in 24.0--- F---4-8---I Max. Rack Support Spacing (in)
Member Total Length ft-1 14.43 1 7 J# Modules / Roof Plane
Member Properties
2111
MI N = M
Roof Deck & Surface
�IIMMMMA
Array AR-2 iRooFA7 Copyright @ 2020 Richard Pantel. All Rights Reserved, 8 of 17
Notation
Lp=Panel chord length,
p = uplift wind pressure
ya = Solar panel pressure equalization factor, defined in F|0. 29.4-8.
yE = Array edge factor eo defined in Section 294.4.
8=Angle ofplane ofroof from horizontal, |ndegrees.
29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes.
Min.d1: Exposed FALSE
Max.d1: Exposed FALSE Use NOT EXPOSED for uplift calculations
YE=
yo=[__\�6/`_]
�-20.0�8 �-27.91�=
Wind Loading
Downward
210am.
-1111
Roof Live Load (Lr)
ASCE 7-22 Chapter 2 Combinations of Loads, Table 2.4, Page 8 (in psf
roof live load
iS snow load Zeroed out to test for IBC 5% Dead Load Only
JW wind load
2.4.1 Basic Combinations, Loads listed herein shall be considered to act in the following combinations; whichever
produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one
or more loads not acting shall be considered,
Combination Formulae
Array AR-2 iRooFATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 9 of 17
I Use this loading combination for UPWARD for d PV Dead L oad
i7. 0�601D - 0.6W
'Module Support point load (Ib�
Check % Roof Load Increase
'!Total Roof Area
'Existing Downward Roof Load
fxisting Downward Roof Load
Number of PV Modules
�Area of PV Modules
eck if % increase < 5%
NAEUDO mims
# Modules Allowed
In accordance with 'IBC 3404.3 Existing Structures Carrying Gravity Loads', the net increase in roof load after adding
the PV modules, is less than 5%. Hence, no structural modifications for this structure are required.
TI - i�illi�iiiiiii� 11i I N
Array AR-2 iRooFA :11 1 1; iiiiiiiiiiljib� 11:1
Roof Structural Calculations for PV Solar Installation
Location P 3
Roof Winse]a
Zone Width
u- 3..00 ft
,Wind Velocity Pressure,
. er{fjM evaluated at the height
wind pressure
mph
k M
F'ramin Duata
Rafter l Truss OC
inT:::22
F48
Max. Rack Support Spacing in
Member Total L.en th
�i
.43
3 '
# modules i Roof Plane
ember Pro ernes=M—em—ber*
Mem properties based u on field measurements
Name
Rafter
Module F'
sicai Data
Weight
kg
lb
psf load
Module
23.50
51.31
2.43
4 Stanchions
1.81
4.0
0.19
i •e
Proeosed PV Dead Load
Array AR-3 IRooFATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 11 of 17
F7IIIIIIIIIIIIIIIIIIIIII i Inl• ninvivirl I'll •• ! MWMM=
Notation
Lp = Panel chord length.
p = uplift wind pressure
ya = Solar panel pressure equalization factor, defined in Fig. 29,4-8.
yE = Array edge factor as defined in Section 29.4.4.
0 = Angle of plane of roof from horizontal, in degrees.
29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes.
e >= 7 deg TRUE
Max.dl: Exposed FALSE Use NOT EXPOSED for uplift calculations
1.5(Lp) = 9.30
yE =
ya = 0.67
Wind Loading
1M
.M. �,
dload
Roof Live Load 11M
2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever
produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one
or more loads not actinq shall be considered.
Array AR-3 iRooRATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 12 of 17
m
Is
lies Proposed
les Allowe• d
M IF AN-3m.
m =0
Array AR-3 iRooFATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 13 of 17
K77i
Location: MP 4
Array AR-4
Roof Wind Zone Width
d Velocity Pressure, q, evaluated at ihee height z
Basic wind pressure
Framing Data
,Rafter/ Truss OC
ZIKOIIM
11019-M I-
Q*jUU=M& I
ISAAANTiM -
lb psf load
51.81 2.43
4.0 0.19
Value Description
0.50
M
Array AR-4 iRooFATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 14 of 17
Notation
Lp = Panel chord length.
p = uplift wind pressure
ya = Solar panel pressure equalization factor, defined in Fig. 29.4-&
yE = Array edge factor as defined in Section 29.4.4.
0 = Angle of plane of roof from horizontal, in degrees,
e >= 7 deg TRUE
Min.dl: Exposed FALSE
Max,d1: Exposed FALSE Use NOT EXPOSED for uplift calculations
Lp .30 yE = ftl
ya = 0.67t
M M�M EM MM�
FDownward
Wind Loading
me.
M.-
Willi -10
I f, • MI M M I
ffimgfl�<t�
MKO M I "N
KII
2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever
produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one
or more loads not acti--
Combination Formulae
Array AR-4 iRooFATm Copyright @ 2120 Richard Pantel. All Rights Reserved. 15 of is
Check % Roof Load Increase
Total Roof Area
,Existing Downward Roof Load
"Existing Downward Roof Load
"Number of PV Modules
,Area of PV Modules
weight of Existing Roof + PV
increase in total loading
7(5-he-ck if % increase < 5%
Modules Allowed
rdance with 'IBC 3404.3 Existing Structures Carrying Gravity Loads', the net increase in roof load after addin•
the PV modules, is less than 5%. Hence, no structural modifications for this structure are required.
Array AR-4 iRooFATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 16 of 17
13
Snow Loading Analysis
where:
Fully Exposed Exposure category
Ce = 0,9 Exposure Factor, Ce (ASCE 7-22 Table 7.3-1, Page 61)
Ct = 1.0 Thermal Factor, Ct (ASCE 7-22 Table 7.3-2, Page 61)
Is = 1.0 Snow Importance Factor, Is (ASCE 7-22 Table 1,5-2, Page 5)
Pg = 3.1547 Ground Snow Load pg (Over -ridden per client request. Original data from Municipality
pf = 0.7CeCtIsPg Flat Roof Snow Load, pf (ASCE 7-22 Table 7.3-1, Page 61)
pf = 1.9875 psf
but where Pf is not less than the following:
Minimum Snow Load pm (ASCE 7-22 Table 7.3.4, Page 62)
pm = 3.1547 When Pg <=20 psf, then use Pf = Pg x Is
pf = 3.1547 psf. Resultant Snow pressure to be used with Roof slope factor below
ps = C,pf Sloped Roof Snow Load ps (ASCE 7-22 Table 7.4, Page 61)
Roof Type Warm Roofs
Roof slope factor Cs for Warm Roofs, where Ct = 1.0
Roof surface condition = Slippery Roof
Snow Loading iRooFATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 17 of 17
This item has been digitally signed and sealed by Richard Pantel, P.E. on the date adjacent to
S"cument are not consideredsigned and sealed and the TE"M*
&g
RNT
PHOTOVOLTAIC ROOF MOUNT
18 MODULES -ROOF MOUNTED -
290 KW
® ' 5.220 KW AC BRILLIANT SOLAR
1433 HOOPER AVE, STE 212
LOOP,6322 BACK FORTY ZEPHYRHILLS, FL 33541TOMS RIVER, NJ 08753
PROJECT DATA GENERAL NOTES VICINITY REVISIONS
1. ALL COMPONENTS ARE UL LISTED AND NEC CERTIFIED, WHERE WARRANTED. �, I DESCRIPTION DATE Rev
PROJECT 6322 BACK FORTY LOOP,��
/ INITIAL DESIGN 61/2412624
ADDRESS ZEPHYRHILLS, FL 33541 ,���
2. THE SOLAR PV SYSTEM WILL BE INSTALLED IN ACCORDANCE WITH ARTICLE 690 OF THE NEC 2020. T 110
_
OWNER: LUIS RIVERA 3. THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND PV SYSTEM INSPECTED PRIOR TO PARALLEL r '
OPERATION. s �✓ D�' 1;,
DESIGNER: ESR PbyRrdPantel
4. ALL CONDUCTORS OF A CIRCUIT, INCLUDING THE EGG, MUST BE INSTALLED IN THE SAME RACEWAY, OR CABLE, OR D _t$ ,st=v l=AWL
OTHERWISE RUN WITH THE PV ARRAY CIRCUIT CONDUCTORS WHEN THEY LEAVE THE VICINITY OF THE PV ARRAY. ' , 1 �� _�"
"i; , PanYeiexra�d rsueFsrk-
1 ar
cD ,
essrm!ng cep'; Date, .2422d:o'.2d
SCOPE: 7.290 KW DC ROOF MOUNT .
5. WHERE METALLIC CONDUIT CONTAINING DC CONDUCTORS IS USED INSIDE THE BUILDING, IT SHALL BE IDENTIFIED AS :I 1 :A3 + 00
SOLAR PV SYSTEM WITH "CAUTION: SOLAR CIRCUIT" EVERY 10FT.
18 HANWHA QCELLS Q.PEAK DUO BLK��
ML-G10+/TS 405W PV MODULES WITH 6. HEIGHT OF THE AC DISCONNECT SHALL NOT EXCEED 6'-7" PER NEC CODE 240.24.
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18 ENPHASE IQ8PLUS-72-2-US Lt,! , �s� e
T A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC 2020 690.47 AND 250.50 THROUGH 60 AND 250-166 SHALL BE 7 r � ;
MICROINVERTERS PROVIDED. PER NEC GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED AND BONDED TO THE SERVICE tio. Js22z
ENTRANCE. IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE USED � ��= �w
AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8 FT. GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE T `ors 0 spa 04
CONDUCTORS SHALL BE NO LESS THAN #8 AWG AND NO LARGER THAN #6 AWG COPPER AND BONDED TO THE EXISTING
AUTHORITIES HAVING JURISDICTION: GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM. HOUSE
'('>iiaecacaana+�
BUILDING;: CITY OF ZEPHYRHILLS £;VlO,tOt� r1 rOVQ�
ZONING: CI OF ZEPHYRHILLS 8. PHOTOVOLTAIC MODULES ARE TO BE CONSIDERED NON-COMBUSTIBLE.
UTILITY: DUKE ENERGY Richard ntel, .
9. PHOTOVOLTAIC INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. L LIC, No. 7322
10. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE.
WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF THE ROOF SURFACE. PROJECT NAME & ADDRESS
SHEETINDEX 11. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH THE LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV
RESISTANT. ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE NEC AND AHJ.
G001 COVER SHEET
LO
E001 SITE PLAN 12. INVERTER(S) USED IN UNGROUNDED SYSTEM SHALL BE UL 1741 LISTED.
5001 ROOF PLAN AND MODULES 13. THE INSTALLATION OF EQUIPMENT AND ALL ASSOCIATED WIRING AND INTERCONNECTION SHALL BE PERFORMED ONLY BY LL) >- _J
E002 ELECTRICAL PLAN QUALIFIED PERSONS (NEC 690.4(C)] LJJ Z I.- LL
S002 STRUCTURAL DETAIL > uJ Ly- U5
E003 ELECTRICAL LINE DIAGRAM 14. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED (OR BETTER), INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND 0
_J
E004 WIRING CALCULATIONS SWITCHES.
E005 LABELS
15. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH NEC ARTICLE 250. �
PDO01+ EQUIPMENT SPECIFICATIONS < ,-
16. SYSTEM GROUNDING SHALL BE IN ACCORDANCE WITH NEC 690,41.
LLJ
17. PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION IN ACCORDANCE WITH
NEC 690.12
18. DISCONNECTING MEANS SHALL BE LOCATED IN A VISIBLE, READILY ACCESSIBLE LOCATION WITHIN THE PV SYSTEM CODE REFERENCES
SIGNATURE EQUIPMENT OR A MAXIMUM OF 10 FEET AWAY FROM THE SYSTEM [NEC 690.13(A)] PRAWN BY
19. ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH NEC 690.31 PROJECT TO COMPLY WITH THE FOLLOWING: ESR
20. WORK CLEARANCES AROUND ELECTRICAL EQUIPMENT WILL BE MAINTAINED PER NEC 110.26(A)(1), 110.26(A)(2) AND 110.26(A)(3). FLORIDA RESIDENTIAL CODE, 8TH EDITION 2023 (FRC) SHEET NAME
FLORIDA PLUMBING CODE, 8TH EDITION 2023 (FPC) COVER SHEET
21. ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED, LISTED & IDENTIFIED IN ACCORDANCE WITH FLORIDA BUILDING CODE, 8TH EDITION 2023 EDITION (FBC)
UL1703 FLORIDA MECHANICAL CODE, 8TH EDITION 2023 (FMC)
2020 NATIONAL ELECTRICAL CODE SHEET SIZE
22. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND ANCHOR CONDUIT RUNS AS REQUIRED PER NEC. FLORIDA FIRE PREVENTION CODE, 8TH EDITION 2023 (FFPC) ANSI B
23. IN ACCORDANCE WITH 2O21 IFC 1205.5, 2018 IFC 1204.4, AND 2015 IFC 605.11.2 A CLEAR, BRUSH -FREE AREA OF 10 FEET(3048 11 B9 X 17"
MM) SHALL BE REQUIRED FOR GROUND -MOUNTED PHOTOVOLTAIC ARRAYS, _
SHEET NUMBER
24. PANEL LAYOUT ORIENTATION IS SUBJECT TO CHANGE ON DESIGNED MOUNTING PLANES.
G1
This item has been digitally signed and seated by Richard Pantel, P.E. on the date adjacent to I
the seal. Printed copies of this document are not considered signed and sealed and the
PROJECT DESCRIPTION: signature must be verified on any electronic copies.
ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES
DC SYSTEM SIZE: 18 x 405 = 7.29OKW DC
AC SYSTEM SIZE: 18 x 290 = 5220KW AC
EQUIPMENT SUMMARY
18 HANWHAQCELLSQ.PEAK DUO BLKML-GlO+/TS405W MONO MODULES
18 ENPHASE IQ8PLUS-72-2-US MICROINVERTERS
NOTE: VISIBLE, LOCKABLE, LABELED AC DISCONNECT
LOCATED WITHJN 10'OF UTILITY METER
ROOF ARRAY AREA #1:- 42.56 So FT.
ROOF ARRAY AREA #2:- 148.96 SQ FT.
ROOF ARRAY AREA #3:- 6184 SQ FT.
ROOF ARRAY AREA #4:- 127.68 SO FT.
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405W MONO MODULES WITH ENPHASE
IQ8PLUS-72-2-US MICROINVERTERS
SITE PLAN
SCALE: 3/32" = V-0"
(N) VISIBLE, LOCKABLE,
LABELED NON -FUSED AC DISCONNECT
----------------
L
ROOF #4
405W MONO MODULES WITH ENPHASE
IQ8PLUS-72-2-US MICROINVERTERS
ROOF42
(07) HAAWHA #CELL'� Q.PEAV_&UQ ULK
405W MONO MODULES WITH ENPHASE
IQ8PLUS-72-2-US MICROINVERTERS
-1 ----------------- I ---------------------
1111-611
ROOF#3
405W MONO MODULES WITH ENPHASE
IQ8PLUS-72-2-US MICROINVERTERS
PROPERTY LINE
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BRILLIANT
SOLAR
REVISIONS
RN DATE
AL 24 01124/20
7
STATE Of
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Richard Pantel, P.E.
FL Lic. No. 7322�
PROJECT NAME & ADDRESS
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SHEET NAME
SITE PLAN
SHEET SIZE
ANSI B
11 " X 17"
SHEET NUMBER
MODULE TYPE, DIMENSIONS &WEIGHT
NUMBER OF MODULES = 18 MODULES
MODULE TYPE = HANWHA QCELLS Q.PEAK DUO BLOC ML-G10+ITS 405W MONO MODULES
MODULE WEIGHT = 51.8 LBS / 215KG.
MODULE DIMENSIONS = 74.4" x 41.2" = 21.28 SF
N ROOF #1
(02) HANWHA QCELLS Q.PEAK DUO BLK ML-G10+/TS
405W MONO MODULES WITH ENPHASE
,*E F IQ8PLUS-72-2-US MICROINVERTERS
ROOF ACCESS POINT
i f— (E) UTILITY METER/MAIN COM
S
Co 17
Lo
ROOF #1 Po d
PITCH - 26°
AZIM, — 272°w` —
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00
CIO
P
CANTILEVER
LENGTH 4"
(E) SUB PANEL(INSIDE GARAGE)
w'
SCALE: 3116"= 0
ARRAYA L• ROOF AREA 1
ARRAYTOTAL PV
ROOF
ROOF
AREA
a F
AREA COVERED BY
CANTILEVER LENGTH 1'-4" —'
ROOF #4
(06) HANWHA QCELLS Q.PEAK DUO BLK ML-G10+/TS
405W MONO MODULES WITH ENPHASE
IQ8PLUS-72-2-US MICROINVERTERS
MODULES405W MONO
IQ8PLUS-72-2-US MICROINVERTERS
the seal. Printed
t
�T�ACHMENTS
signed and sealed and the
�T�ACHMENTS
signed and sealed and the
.F
4
i
CANTILEVER LENGTH 1'-3"
1 .2"
HANWHA QCELLS
Q,PEAK DUO BLK
ML-G10+/TS 405W
MODULES
BRILLIANT
REVISIONS
DE$OR3PTtOw " DATE I REV
'INI t1l9L UCv'}IVN; VIfG41GVL4
2024 PSI-4
Z*. N.,73222
3tee
STATE OF
OR
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Richard Pantel, •
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PROJECT NAME & ADDRESS
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DRAWN BY
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SHEET NAME
ROOF PLAN AND
MODULES
SHEET SIZE
ANSI g
1108 X 17"
SHEET NUMBER
001
CIRCUIT LEGENDS
NOTE: CONDUIT INSTALLED ATMINIMUM
DISTANCE OF7/8INCHES ABOVE ROOF
+rl
� (E)SUB PANEL
(INSIDE GARAGE)
LL
ca
ME
L_.�LECTRI CA� PLAN
SCALE: 3/16"
,`
(E) UTILITY METER/MAIN COMBO
(N) VISIBLE, LOCKABLE,
rLABELED NON -FUSED AC DISCONNECT
(LOCATED WITHIN 10'OF UTILITY METER)
CIRCUIT#1—�
(10MODULEG)
(18)ENPHASE
|Q8PLUG-72-2-USK8|CRO|NVERTERS
LOCATED UNDER EACH PANEL (24OV)
item has been digitally signed and sealed by Richard Pantel,p� on the date adjaw
the seal. Printed copies of this document are not considered signed and sealed and the
signature must be verified on any electronic copies.
LEGEND
-ENPAH8E|Q
COMBINER BOX
'ACDISCONNECT
msp ' UTILITY METER/MAIN
COMBO
��
��� - SUB PANEL
BRILLIANT
SOLRUR
Richard Pantel, P.
PROJECT NAME & ADDRESS
Lj
This item has been digitally signed and seated by Richard Pantel, P.E. on the date adjacent to
the seal. Printed copies of this document are not considered signed and sealed and the
signature must be verified on any electronic copies.
T
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PV MODULE
BRILLIANT SOLAR
1433 HOOPER AVE, STE 212
TOMS RIVER, NJ 03753
SEE (2/5002) FOR
ENLARGED VIEW
REVISIONS
DR#f'TSC,)tz!r,.�7ATE REV
INITIAL. DESIGN A1{2AlZ,Q24
(E) ASPHALT SHINGLE ROOF
pNniGu$IgI
•'-
^:•
N0.73222
- ac®
STATE OF
ATTACHMENT DETAIL
Reviewed and approved
S002 SCALE: NTS
Richard Pantel, P.E.
L LiC. No. 73222
PRC3JECT NAME & ADDRESS
GROUNDING END/MID CLAMP
®- -
LO
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LLJ —I CY9
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(N) SUNMODO SMR 100 RAIL
PV MODULE
(N) SUNMODO L®FOOT ADAPTOR
Q �
(N) SUNMODO NANO
MOUNT L-FOOT
L1
FLASHING
AWN BY
(E) ASPHALT SHINGLE ROOF
--�'' 2"X4" TRUSS 24"O.0
L------:IESR
SHEET NAME
(1) 5/16"x3.5" SS LAG BOLT WITH MINIMUM
2.5" THREAD EMBEDMENT, STRUCTURAL
STRUCTURAL DETAIL
DETAIL SEALED PENETRATION
SHEET SIZE
ANSI S
11" 17"
2 ATTACHMENT DETAIL (ENLARGEDVIEW)
SHEET NUMBER
S 02
5002 SCALEe NTS
DC SYSTEM SIZE: 18 x 405 = 7,290KW DC
AC SYSTEM SIZE: 18 x 290 = 5.220KW AC
(18) HANWHA COELLS Q.PEAK DUO BILK ML-G10+/TS 405W MONO MODULES
WITH (18) ENPHASE IQ8PLUS-72-2-US MICROINVERTERS
LOCATED UNDER EACH PANEL (240V)
(1) BRANCH CIRCUIT OF 10 MODULES AND
(1) BRANCH CIRCUIT OF 08 MODULES ARE CONNECTED IN PARALLEL
OCPD CALCULATIONS:
NEC 690.9(B)
(18 IQ8 PLUS) - 1.21 A � 1.25 = 27.23A
BACKFEED BREAKER CALCULATION (120% RULE):
(MAIN BUS X 1,2 - MAIN BREAKER) >= (INVERTER CURRENT*1.25)
(200A X 1.2 - 200A) — (27.23A)
(40A) >= (27.23A) HENCE OK
(18) HANWHAQCELLS Q.PEAK DUO BLK ML-G10+/TS —
405W MODULES
BRANCH#1
1 2 3 0 0 0 9
L
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0 0 0
171
BRANCH#2
1 2 3 0 0 0 7
+ 7. + +
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0 0 0
BRANCH
TERMINATOR
(ET -TERM) ENPHASE IQ8PLUS-72-2-US
MICROINVERTERS
LOCATED UNDER EACH PANEL (240V)
10
C A
ELECTRI AL LINE -DIAGRAM
449010
PRODUCTION
JUNCTION BOX,
600V, NEMA 3R,
UL LISTED
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Ll
L2
Li
0 L2 L2
�_NTERCONNECTION NOTES:
1. INTERCONNECTION SIZING, LIMITATIONS AND COMPLIANCE
DISCONNECT NOTES:
1, DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN
•
CONSUMPTION CTS
-== L
rENPHASE IQ COMBINER
X2-IQ-AM1-240-4C 120/240VAC,
1r , 3W 125A RATED BUS BAR,
NEMA SIR SOLAR LOADS ONLY
UL 1741 COMPLIANT
CELL M
_1p_ -9—
15A ,7/2P
20A/2P
_: 20Al2P4
N
G
PV AC
DISCONNECT
240V, 1�, 3W
30A RATED
NEMA3R
LINE gg
LOAD
N
— — =Li
VISIBLE, LOCKABLE,
LABELED AC DISCONNECT
LOCATED WITHIN 10'
OF UTILITY METER
CO INFORMATION
CO[I III NDUIT TYPE
.rYSE ENGAGE CABLE
& L2 NO NEUTRAL)
(L1
M[E-1 (L
# C
CU, -THWN-2 GND
IsmCONDUCTOR
THWN-2 Ll &L2
THWN-2-OR THH-N
CU,THWN-2 OR THHN N
MT, LFMC OR PVC
OR THHN L1 &L2III
�2
N-2 OR THHN N
EMT, LFMC OR PVC
ND
This item has been digitally signed and sealed by Richard Pantel, P.E. on the date adjacent to
the seal. Printed copies of this document are not considered signed and sealed and the
GROUNDING & GENERAL NOTES;gnature must be verified on any electronic Copies,
1. GROUNDING ELECTRODES AND GROUNDING ELECTRODE CONDUCTORS.
ADDITIONAL GROUNDING ELECTRODES SHALL BE PERMITTED TO BE
INSTALLED IN ACCORDANCE WITH 250.52 AND 250.54.GROUNDING ELECTRODES
SHALL BE PERMITTED TO BE CONNECTED DIRECTLY TO THE PV MODULE
FRAME(S) OR SUPPORT STRUCTURE PER [NEC 690.47(B)1
INVERTER IS UNGROUNDED, TRANSFORMER -LESS TYPE.
3, DO GEC AND AC EGC TO REMAIN NSPLICED, OR SPLICED TO EXISTING
ELECTRODE
4. ANY EXISTING WIRING INVOLVED WITH PV SYSTEM CONNECTION THAT IS
FOUND TO BE INADEQUATE PER CODE SHALL BE CORRECTED PRIOR TO FINAL
INSPECTION.
5. JUNCTION BOXES QUANTITIES, AND PLACEMENT SUBJECT TO CHANGE IN THE
FIELD - JUNCTION BOXES DEPICTED ON ELECTRICAL DIAGRAM REPRESENT WIRE
TYPE TRANSITIONS.
6. AC DISCONNECT NOTED IN EQUIPMENT SCHEDULE OPTIONAL IF OTHER
AC DISCONNECTING MEANS IS LOCATED WITHIN 10' OF SERVICE DISCONNECT.
7. RACEWAYS AND CABLES EXPOSED TO SUNLIGHT ON ROOFTOPS SHOULD BE
INSTALLED MORE THAN 7/8"ABOVE THE ROOF USING CONDUIT SUPPORTS.
& ALL NEW SERVICE INSTALLATIONS AND REPLACEMENTS REQUIRE A
SURGE -PROTECTIVE DEVICE (SPD) IN ACCORDANCE WITH [NEC 230.671. THE
SPD SHALL BE TYPE I OR TYPE 2 AND IS REQUIRED TO BE AN INTEGRAL PART OF
THE SERVICE EQUIPMENT OR LOCATED IMMEDIATELY ADJACENT THERETO.
TO UTILITY GRID
Ll L2 N
CONSUMPTION CT'S�
FROM 10 COMBINER PANEL
M"
TO LUG THROUGH
L
L1
C2— 4—L L2
ff
30A/2
61-DIRECTIONAL
UTILITY METER 79
120/240V, 1 �, 3-W
(E) MAIN BREAKER TO
HOUSE 240 V, 20OAl2P
(E) MAIN SERVICE
PANEL,SQUARE D
200A RATED, 240V
#4 AWG CU, MAIN
BONDING JUMPER
PER NEC 250.8 &250.28
(E) BONDING JUMPER
PER NEC 250.92()(2)
(E) SUB
PANEL,SQUARE D
225A RATED, 240V
BACKFEED BREAKER
REP
2020 NEC 705.12(B)(3)(2)
LOAD BREAKER
INTERCONNECTION
AT MAIN PANEL
PER ART, 705,12
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GECI
I
EXISTING GROUNDING
ELECTRODE SYSTEM TO
EARTH REF. NEC 250.52,
250.53(A)
13RILLIIINT
SOLRR
BRILLIANT SOLAR
1433 HOOPER AVE, $TE 212
TOMS RIVER, NJ 08753
I DESCRIPTION DATE I REV I
0. m \ 0 E N S
N0.73222
STATE OF
0 R to
Wow-AMA"N"OV19f
Richard Pantel, P.E.
FL Lic. No. 732'23
PROJECT NAME & ADDRESS
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SHEETA
ELECTRICAL LINE DIAGRAM
SHEET SIZE
ANSI B
11 " X 17"
SHEET NUMBER
E003
NOTE: "CONDUIT SIZE IS MINIMUM REQUIRED PER NEC300.17. CONTRACTOR MAY UPSIZE AS NEEDED".
This item has been digitally signed and sealed by Richard Pantel, P.E. on the date adjacen
AMBIENT TEMPERATURE' pies a Y as o ume nt are not considered signed and sealed and the
V. fled on any electronic copies.
RECORD COW TEMP -4°
AMBIENT TEMP (HIGH TEMP 2%) 36°
MODULE TEMPER TURE COEFFICIENT OF Voc-0.27%IK
PERCENT OF NUMBER OF CURRENT
VALUES CARRYING CONDUCTORS IN EMT
.80 4-6
.70 7-9
.50 10-20
A
1. ALL EQUIPMENT 1 BY UL OR AND LABELED FOR ITS APPLICATION.
CONDUIT,2. ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT.
3. WIRING, RACEWAYS MOUNTED ON
AS POSSIBLE TO THE NEAREST
DRAWINGS4. WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26.
5. INDICATEiARRANGEMENT
OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES •
6. WHERE SIZES OF s Ir THE CONTRACTOR
ACCORDINGLY.
SHALL7. ALL WIRE TERMINATIONS BE APPROPRIATELY LABELED AND RAI
8. MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE
GROUNDING CLIP MANUFACTURER'S INSTRUCTION.
9. MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY -IN LUG.
i TEMPERATURE RATINGS OF ALL TERMINATIONS, BREAKERS,
SOLAR PV SYSTEM SHALL BE RATED FORDEGREE
INSTALLEDlt CONDUIT B
M
BRILLIANT.
REVISIONS
DESCRtPT3C7N DATE REV
RichardReviewed and approvi
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PROJECT NAME & ADDRESS
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SHEET NAME
WIRING CALCULATIONS
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
E004
M
9
LN
TURN RAPID SHUTDO
■ D'
SWITCH
POSITION
SHUT DOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN THE ARRAY
FLORIDA FIRE PREVENTION CODE SEVENTH EDITION 11AZZ1.1.1.1
s
RGENCY CONTACT
H
H
N
INKAW170110110171SHWIt
LABEL LOCATION:
AC DISCONNECT
CODE REF: NEC 690.13(B)
LABEL LOCATION:
MAIN SERVICE PANEL
SUBPANEL
AC DISCONNECT
CODE REF: NEC 690.54
LABEL LOCATION:
MAIN SERVICE PANEL (ONLY IF SOLAR IS BACK -FED)
SUBPANEL (ONLY IF SOLAR IS BACK -FED)
CODE REF: NEC 705.12(D) & NEC 690.59
s item has been digitally signed and sealed by Richard Parnell, P.E. on the date adjacent to
the seal. Printed copies of this document are not considered signed and sealed and the
signature must be verified on any electronic copies.
a
IN COMPLIANCE WITH NFPA 1-11.12.
CAPITALIZATION,
2. FONT, TEXT HEIGHT, ,
COLOR(S), BACKGROUND • !•
DIAGRAM COLOR(S) AND CONTENT OF
PHOTOVOLTAIC
COMPLY WITH NFPA 1-11.12 AND NEC
0
690.56 AS APPLICABLE FOR THE
• O BE INSTALLED.
Im
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SOLRR
BRILLIANT SOLAR
1433 HOOPER AVE, STE 212
TOMS RIVER, NJ 08753
REVISIONS
._._ DESCRIPTION JJ~,DATEY REV
INITIAL DESIGN 01/24/2024
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Richard
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PROJECT NAME & ADDRESS
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DRAWN BY
ES
SHEET NAME
LABELS
SHEET SIZE
ANSI
11" X 17"
SHEET NUMBER
E005
a item has been digitally signed and sealed by Richard Pantal, P.E. on the date adjacent to
the seal. Printed copies of this document are not considered signed and sealed and the
signature must be verified on any electronic copies. I
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signature must be verified on any electronic copies. I
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Enphase Netstorking
IQ Combiner 4/4C The IQ Combiner 4,14C with 10 Gateway and
integrated LTE-Ml cell modem (included
only,with IQ Combiner 4C) consolidates
interconnection equipment into a single
enclosure, It strearrilines IQ Microirryerters and
storage installations by providing a consistent,
pre -wired solution for residential applications
It offers up to four 2-pole input circuits and
Eaton BR series buse assembly.
X24Q-AM1-24D-4(1EEE 154T2018)
LISM
To learn more about Enphase offerings, visit,enphasecom
IQ-C-4-4C-DS-0103-EN-U--12-29-2022
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includes 10 Gateway for communication and conlrof
includes Mobile Contract cellular modem
(CELLMODEM-Ml -06-SP-05), included only with
10 Combiner 4C
Includes solar shield to match Enphase 10 Battery
aesthetics and deffect heat
Supports W-Fi, Ethernet, or cellular connectivity
Optional AC receptacle available for PLC bridge
Provides production rnetering and consumption
monitoring
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Nlourds on single stud with centered brackets
Supports bottorn, back and side cariduit entry
Allows up to fot.T 2-pole branch circa is for 24011AC
plug-in breakers (not included)
SOA total PV or storage branch circuits
Elm
Durable NIRTL-certffied NEMA 'type 3R enclosure
Five-year I imited warranty
Two years labor reimbursement proarn Coverage
included for both the 10 Combiner SKUs
UL listed
X2-10-AMI-240-4 and X24(I-AMI-240-4C comply with
IEEE 15472018 (UL 1741-SO, V Ed)
n%, ENPHASE,
IQ Combiner 4/4C
thsTmal cocrvectim, plus heat shield
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DESCRIPTION I DATE I REV
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No, 73222
STATE OF
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Richard Pantel, P.E.
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SHEET NUMBER
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the seat. Printed copies of this document are not considered signed and sealed and the
signature must be verified on any electronic copies.
a
F"
The NanoMount@ Advantage
-V' The fastest roof attach rat in
solar.
Versatile mounting options
including direct -to -decking.
Eliminates the need to lift shingles
and prevents damage to shingles.
High -Velocity Hurricane Zone
Approved - Passed TAS 100 (a)
Wind -Driven Rain Test.
All materials are compatible
with asphalt shingles and
single -ply roof membranes.
5 levels of protection against
BRILLIANT
BRILLIANT SOLAR
1433 HOOFER AVE, STE 212
TOMS RIVER, NJ 08753
REVISIONS
DESCRIPTION DATE
4 Deck Screws foor r Deck Mount INITI 01/24/2024
I Log Bolt for Rafter Mount
EN
Richard Pantel, P.E.
FL Lic. No. 732215
PROJECT NAME & ADDRESS
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the seal. Printed copies of this document are not considered signed and sealed and the
J B- 1 .21 r JB-1 AL 1 signature must be verified on any electronic copies.
Sped Fic —at i 6!�nl ie�ejt
PV Junction Box for Composition/Asphalt Shingle Roofs
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PHONE 385-202-4150 1 MRSOLARPRODUCTSLOM
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I REVISIONS
I ,PE- RIPTIJ6[•,T,, Sap I DATE REV
V'N'O. 7322-2,
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Richard Pantel, P.E.
FL Lic. No. 7322�
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