HomeMy WebLinkAbout22-3916City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
BGR-003916-2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 04/18/2022
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICEt)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
A
813-780-0020
Fax-813-780-0021 -3 9
City of Zephyrhills Permit Application
. Building Department
Date Received Phone Contact for Permitting
a It 0 a a a A I a A A -It a I I
Owner's Name MART INEZ FAUSTINO R & CEN I ENO CARNIEN MARIA R Owner Phone Number
Owner's Address 6774S[11,'.I,,BN'II'NNNI'A),ZEPI[Vifllil,I,S,1,1,33542 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address I
JOB ADDRESS 13Y LYNN WAY. ZEPIIVRIIU,I,S, 1, 1 33542 LOT #
63
SUBDIVISION LINKS A F CAL US PARCEL ID#1 04-26-21-0260-00000-0630
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRF71 ADD/ALT SIGN DEMOLISH
R INSTALL L_J REPAIR
PROPOSED USE SFR F__1 COMM OTHER
TYPE OF CONSTRUCTION BLOCK = FRAME STEEL F7S'0_1,AR
DESCRIPTION OF WORK 1,LXFI0N, ROOF MOUNT, 19 NIODUIES (7.51 KNV) DUKE
BUILDING SIZE I SO FOOTAGE HEIGHT
1x_x1x,1x1x_tE_x_ t _x x v xxx - x X x x x k-xx-IE x xx-xx x lu-Jux A 4 x x-t gt 1rx-w x X X lux 4 x-c-�Uwx x-V 1E k x-Jux-j" x Vx-xx-Ir
®BUILDING $ S 3q g10,26
I VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ �000o AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS I J FLOOD ZONE AREA =YES NO
OUR LLC
BUILDER .. ........ COMPANY F��
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
Address 1100W OAKLAND PARK 0LVDD_S1'F SWIV�ON MANORS �P-1.33311 License #
ELECTRICIAN /N COMPANY ENOLUTION l:1,E('FIZI(',kl,('ON-IRA('I'OR GROUP, LIA
SIGNATURE REGISTERED Y/N FEE CURREN
Address 17, 1-1 ILI 1-1 A il 11 1, AlIE' b2 ARIA F 1, 34 i 42 License # _7,,
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE I REGISTERED Y/N FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stounwater 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 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 $2500, a Notice of Commencement is required. (AJC upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of 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 properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, 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
and sworn
Notary Public SIM0 of Florida
Jessica MI! „
my commission HH 121202
Expires 06115=25
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to me or
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Public
0- 4 -0- [a -E (386') 736-5901
Select Language V
L 'o _miz / Parcel Summary for 2640707
Summery !apEstimate
t tLniLMqp Pictomstry P t
Alternate Key:
2640707
Parcel ID:
813007450310
N
Township -Range -Section:
18-31-30
Subdivision -Block -Lot:
07-45-0310
Physical Address:
1027 MADURA DR, DELTONA 32725
Business Name:
Owner(s):
AMADOR EDGARDO LUIS MURIEL - JT -
Joint Tenancy with Right of Survivorship - 100
RODRIGUEZ MAURLY ANN ISAAC - JT - Joint
Tenancy with Right of Survivorship - 100
GARCIA EDGARDO LUIS MURIEL - TE -
Tenancy in the Entirety - 100
OSORIO EVELYN AMADOR - TE - Tenancy in
the Entirety - 100
Mailing Address On File:
1027 MADURA DR
DELTONA FL 32725
1/pdte I, qto, -AddL (za�
Mak
Building Count:
2
Neighborhood:
5666 - DELTONA LIT 7,18,76
g t� d ��4/ s igtL -Qchgo---
Subdivision Name:
Property Use:
0100 - SINGLE FAMILY
Tax District:
016-DELTONA
2021 Final Millage Rate:
21.6088
Homestead Property:
Yes
Agriculture Classification:
No - 80-6Qp-q/ fatwrtgtiga
Short Description:
LOT 31 BLK 282 DELTONA LAKES UNIT 7 MB
25 PGS 149-162 INC RE
R OR 4314 PG 0053 PER OR 5650 PG 4591
PER OR 7559 PG 4123 PE
R OR 7928 PG 3161 PER OR 8126 PG 4390
------ --------
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----------------- - - --
--- --------- -------
----- ---
Iroperty Values
Tax Year:
2022 Working 2021 Final
2020 Final
Valuation Method: 1-Market Oriented Cost 1-Market Oriented Cost
1-Market Oriented Cost
Improvement Value:
$226,919 $1,066
$984
Land Value:
$24,750 $24,750
$23,250
Just/Market Value:
$251,669 $25,816
$24,234
Values shown below are the 2022 WORKING TAX ROLL VALUES that are subject to change until certified. Millage Rates below that are used in the calculation
of the Estimated Taxes are the 2021 FINAL MILLAGE RATES. The Just/Market listed below is riot intended to represent the anticipated selling price of the property
and should not be relied upon by zany individual or entity as a determination or current market value,
Tax Authority Just/Market Value Asessed Ex/10CAP Taxable Millage Estimated Taxes
Value Value Rate
a& t)()1'7 rADITAI 1KADDr')X/rhArK1T -t,)Fq Rcul t0r;7 PRO ltog; nnn Itoop czczo 7 rnnr) (kQAn no
INSTR#2022086387 OR BK10594 PG2563 Page 1 of 1
04/18/2022 11:06 AM Rcpt: 2444007 Rec: 10.00 DS: 000 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller,
Permit No. Parcel I D No 04-2f,21-0260-00000-0630
NOTICE OF COMMENCEMENT
State of FLORIDA County of PASCO
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain mat Property, and in accomanas with Chapter 713, Florida Statutes,
the following Information is provided in this Notice of Commencement
1. Description of Property: Parcel Identification No. 94-26-21-
9260-00000.0630
Sheet Address; 6774 SHELBY LYNN WAY, ZEPHYRHILLS, FL 33542
2. General Description of Improvement PV SOLAR INSTALLATION
-
LINKS AT CALUSA SPRINGS P8 31 PG 074 LOT 63
C', g fifr -v- P V
1 Owner Information or Lessee information If the Lessee contracted for the improvement:
MARTINEZ FAUSTINO R & CENTENO CARMEN MARIA R
Name
6774 SHELBY LYNN WAY, 2EPHYRHILLS, FL 33642 ZEPHYRHILLS FL
0
Address city State di� 4
Interest in Property: OWNER
Name of Fee Simple Titleholder:
(if different from Owner listed above)
,
Address city State U
Contractor,
4.PROSOLAR z
LLC
Name
1100 W OAKLAND PARK BLVD STE 8, WILTON MANORS, FL 33311 WILTON MANOR FL 5 0 < ZD
State 0—
city 0 LLJ
Address (D 0 U-1
32l-M2-7899 U) (/) 0 0
Contractor's Telephone No.: W Z
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5. Surety: C5
Name Ix I
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City Q
Address Telephone No.: Uj 0
Amount Of Bond: I
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1 fi. Lander. Name - If— f— 7j <
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Lender's Telephone No.: cc
is may be served as provided try CC Cr LI. M < P1,41
Ore owrarr up- whom notices or other documents 0 >- "j,
T persone within the State of Florida designated by 0 LLJ,
Section 713.13(1)(a)(TL Florida Statutes: <
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Name W < LU
state Uj
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Telephone Number 01 Designated Person: at the owner desi--
ignates 'r'We copy of the Lis__ace es Notice as provided I, Section 713 130)(b). Florida Statutes.
in addition to himself,
Co5ignaled by owner
of construction Bad fine' PaYrne"i 10 the
relephon. Number of Person or a expiration dam® may not be before the completion V28/2032
E)Omfi.n date of Notice of cameevement (th
mcarding unless a different data IS Specified):
9- ah., ft data Of -TER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
contre,te,thud will be one Y 3 13 FLORIDA STATUTES COMMENCEMENT
ANY PAYMENTS MADE BY THE OWNER
E : S UNDER CK-TERAIF1 PART I SECTION 4'0Tid OF roMMENCEMERt MUST BE
WAWNG TO PER PAYMENTS UR PROPERTY. A NOTICE TO OBTAIN FINANCING, CONSULT
All COM-�uDERED I MPROPER FOR IMPROVEMENTS TO YOUR JOB SITE BEFORE THE FIRST INSPECTION. IF you INTENDMENCEMENT-
RESULT IN YOUR PRYING ING YOUR NOTICE OF COM am true to it* best
RECORDED 0 N RNEY BEFORE COMMENCING WORK OR RECORD
VVITH YOUR LENDER ad the foregoing notice Of and that facts stated therein
Under p I acidity of Pariury, I declare that I have
of My Rnowledge and belief.
or
STATE OF FLORIDA a or or Lessee, r
lessee's AuthorizedSignature
COUNTY OF PASCO officanoi driedrivionagOr
OWNER
Sign tor,( T* alom
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Me this before day Of attorney in fact) for
(type of a e.g,, officer, trustee,
The foregoing insh"ument es d f instrument was executed).
(name of Pa on
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Name (Print)
Type of Identification Produced
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Current
Engineering
Attn: To Whom It May Concern,
Project Name: Faustino Rivera Martinez
Zephyrhills, FL 33542
MAAI/
141"
No.85003
i cc Z
0 '.�ATE OF
y
P:2128/2023
Per Florida Statute(F.S.) 377.705 (revised 7/1/2017), 1, Methode Maniraguha,PE (# 85003)
an engineer licensed pursuant to Chapter 471, certify that the PV electrical system and
electrical components are designed and approved using the code requirements and
standards contained in the Florida Building Code.
If you have questions regarding this matter, please do not hesitate to contact me directly.
Prepared by:
Current Renewables Engineering Inc.
Riverside, CA
Projects@currentrenewableseng.com,
ig6o CIiicago Ave, site D15 Riverside, 92-507
wiv-i,%,.currentrenewableserig.coni 951-254-565
TN717GR,1117Y'��, PR0 P-14',SSIONALISM FOL", STOM ER EXPERIENC.El
vil ''i 11111ii! ��I, 1! 1 1 1
MEM11", J-MEEANM��
A field observation was performed to document the existing framing of the above mentioned address. From
the field observation, the existing roof structure was observed as:
ROOF 1: Shingle roofing supported by 2x4 Truss @ 24 in. OC spacing. The roof is sloped at approximately
DesiRn Criteria:,
Code: 2020 FIL Building Code 7th Edition (ASCE 7-16)
Ult Wind Speed: 140 mph Ground Snow: 0 psf
Exposure Cat: B Min Roof Snow- NA psf
After review of the field observation report and based on our structural capacity calculations in accordance
with applicable building codes, the existing roof framing supporting the proposed solar panel layout has
been determined to be:
ROOF 1: adequate to support the imposed loads. Therefore, no structural upgrades are required,
Professional Engineer
projects@ahzengineers.com
;ae S" A
Or-
No,86008
STATE
OF
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ORD. ,�
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www.ahzengineers.com
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CONSULTING ENGINEERS INC.
1100 W. Oakland Park, Blvd
Wilton Manors, FL 33311 1
Attn.: To Whom It May Concern
re job: FaustinoRivera Martinez
G774Shelby Lynn Way
ZephyrhU|s,FL33S42
The following calculations are for the structural engineering design of the photovoltaic panels and are valid
only for the structural info referenced inthe stamped plan set. The verification Ofsuch info is the
responsibility ofothers.
After review, I certify that the roof structure has sufficient structural capacity for the applied PVloads.
All mounting equipment shall be designed and installed per manufacturer's approved installation
specifications.
Code: 2D2OFLBuilding Code 7thEdition
ASCE7-16
Live Load: 20 osf
UltWind Speed: 140 mph
Exposure Cat: B
Ground Snow: 0 psf Min Roof Snow: NA
If
AH2Consulting Engineers Inc.
Profe55iona|Eng|n2er
projects@ahzen@jneers.com °
Date :4/12/2022
^
CONSULTING ENGINEERS INC,
RoofType=
Roof Pitch (ceg)=
Mean Roof Height (ft)=
Attachment Tr|bWidth (ff) =
Attachment Spacing (ft)=
Framing Type =
Framing Size =
FrarningOC Spacing (in.) =
Section Thickness, b(inj =
Section Depth, d(in]=
Section Modulus, Sx(in^3) =
Moment QfInertia, {x(in.«4)=
Framing Span (ft) =
Deflection Limit D+L(in,)=
Deflection Limit SorVV(in]=
Attachments Pattern =
Framing Upgrade =
Sister Size =
Wood Species =
Wood Fb(psi)=
Wood Fv(ps|) =
Wood E(psU=
Co(VVind)=
CD (Snow) =
Co=
Fb vvmd(psi)=
Fb_snovv(psi)=
F'v vvnd(pmU=
F'v snovv(psi)=
K4_a|kowable vvnd(|b-ft)=
M_a|Iowa ble snow(lb-ft)=
V_aUovvab|e_vvnd(Ibs)=
\/_aUnvvab|e_snovvUbs>=
Job Code: FaustinVRivera Martinez
Date :4/12/2022
Job Code: Faustino Rivera Martinez
3 of 6
E' (psi) =1 1600000
Panels Dead Load (psf) =
3.0
Roof 1
Roofing Weight (psf) =
3.0
Decking Weight (psf) =
2.0
Framing Weight (psf) =
0.6
Misc. Additional Weight (psf) =
1.0
Existing Dead Load (psf) =
6.6
Total Dead Load (psf) =
9.6
Wind Load Calculations:
Ultimate Wind Speed (mph) =
140
Directionality Factor, kd =
0.85
Topographic Factor, kzt =
1.0
Roof 1
Velocity Press Exp Factor, kz =
0.70
Ground Elevation Factor, ke =
1.00
Velocity Pressure, qz (psf) =
29.9
Array Edge Factor, VE =
1.25
Solar Equalization Factor, ya =
0,64
External Pressure Up, GCp_l =
-1.5
External Pressure Up, GCp_2 =
-2.2
External Pressure Up, GCp_3 =
-2.3
External Pressure Down, GCp =
0.6
Design Pressure Up, p_I (psf) =
-36.1
Design Pressure Up, p_2 (psf) =
-510
Design Pressure Up, p_3 (psf) =
-55.4
Design Pressure Down, p (psf) =
16.0
Attachment Checks:
Roof I
Attachment Type = IronRidge FlashVue
Allowable Up Force (lbs) = 1161
1161
Allowable Side Force (lbs) = 304
www.ahzengineers.com
ANN!
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CONSULTING ENGINEERS
`PT
Applied Uplift Force (lbs) = -401
Uplift DCR = 0.35
Applied Down Force (lbs) = 126
Down DCR = 0.11
Applied Lateral Force (lbs) = 12
Lateral DCR = 0.04
Date:4j12J2022
Job Code: Faustino Rivera Martinez
4of6
Roof 1
Applied Moment (lb -fit) =
116
Applied Shear (lbs) =
82
Allowable Moment (lb-ft) =
524
Allowable Shear (lbs) =
725
Moment DCR =
0.22
Shear DCR =
0.11
Applied Moment (lb-ft) =
231
Applied Shear (lbs) =
163
Allowable Moment (lb-ft) =
729
Allowable Shear (lbs) =
1008
Moment DCR =
0.32
Shear DCR =
0.16
LC3: D+0.75(S+0.6W)
Applied Moment (lb-ft) =
202
Applied Shear (lbs) =
143
Allowable Moment (lb-ft) =
729
Allowable Shear (lbs) =
1008
Moment DCR =
0.28
Shear DCR =
0.14
LC4: 0.6 D+0.6 W
Applied Moment (lb-ft) =
192
Applied Shear (lbs) =
135
Allowable Moment (lb-ft) =
729
Allowable Shear (lbs) =
1008
Moment DCR =
0.26
Shear DCR =
0.13
Date :4/12/2022
Job Code. Faustino Rivera Martinez
5 of 6
CONSULTING ENGINEERS INC,
Roof 1
I-Cl: D+L
Deflection (in.) = 0.08
Deflection Limit (in,) = 1.955
Deflection DCR = 0.04
LC2: S
Deflection (in.) = 0.00
Deflection Limit (in.) = 1.30
Deflection DCR = 0.00
LC3: W (Down)
Deflection (in.) = 0.04
Deflection Limit (in.) = 1.30
Deflection DCR = 0.03
LC4: W (Up)
Deflection (in,) = -0.08
Deflection Limit (in.) = 1.30
Deflection DCR = 0.06
Wall Weight (psf) =
17
Tributary Wall Area (ft) =
3000
Total Wall Weight (Ibs) =
51000
Roof Weight (psf) =
7
Roof Area (ft) =
2400
Total Roof Weight (lbs) =
15844
Total Existing Weight (lbs) =
66844
Additional PV Wei ht:
PV Panel Weight (Ibs) = 54
Number of Panels = 19
Total Additional PV Weight (lbs) = 1035
Weight Increase:
(Existing W + Additional W)/(Existing W) = 1.02
The increase in weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
Limits of
Date :4/12/2022
Job Code. Faustino Rivera Martinez
6 of 6
CONSULTING ENGINEERS INC.
Existing structure is assumed to have been designed and constructed following appropriate codes at
time of erection, and assumed to have appropriate permits. The calculations produced are only for the
roof framing supporting the proposed PV installation referenced in the stamped planset and were
completed according to generally recognized structural analysis standards and procedures, professional
ani �1'raft—dftk-riz-Yeig
were not observable during time of inspection are not included in this scope of work. All PV modules,
racking, and mounting equipment shall be designed and installed per manufacturer's approved
installation specifications. The Engineer of Record and the engineering consulting firm assume no
responsibility for misuse or improper installation. This analysis is not stamped for water leakage.
Framing was determined based on information in provided plans and/or photos, along with engineering
judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and
spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the
Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that
there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter
(where applicable) and notify the Engineer of Record of any concerns prior to starting construction.
www.ahzengineers.com
NEW PV SYSTEM 7.51 KWp
FAUSTINO RIVERA MARTINEZ
6774 SHELBY LYNN WAY,
ZEPHYRHILLS, FL 33542
SCOPE OF WORK GENEMAL NOTES
SYSTEM SIZE: 1.1.1 PROJECT NOTES:
STC: 19 X 395W = 7,505KW 1.1.2 THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE
PTC: 19 X 366.7 6,967KW (NEC)ARTICLE 690, ALL MANUFACTURERS'S LISTING AND INSTALLATION INSTRUCTIONS,
(N) 19 TESLA T395H (395W) PV MODULES AND THE RELEVANT CODES AS SPECIFIED BY THE AUTHORITY HAVING JURISDICTION'S
(N) 19 ENPHASE ENERGY IQ8PLUS-72-2-US MICRO INVERTERS (AHJ) APPLICABLE CODES.
IRONRIDGE RACKING SYSTEM ' 1.3 THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND PV SYSTEM
I INSPECTED PRIOR TO PARALLEL OPERATION
SOLAR A-0
COVER SHEET
SOLAR A-1
NOTES
SOLAR A-2
SITE PLAN
SOLAR S-1
STRUCTURAL INFORMATION
SOLAR S-2
WIND SPEED MAP
SOLAR E-1
THREE LINE DIAGRAM
SOLAR E-2
CODE REQUIRED SIGNAGE
SOLAR D-1
MODULE DATA SHEET
SOLAR D-2
MICROINVERTER DATA SHEET
OWN
1.1 .5 ALL PV SYSTEM COMPONENTS; MODULES, UTILITY -INTERACTIVE INVERTERS, AND
SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND LISTED FOR USE IN
PHOTOVOLTAIC SYSTEMS AS REQUIRED BY NEC 690.4 & NEC 690.60'
PV MODULES: UL1703, IEC61730, AND IEC61215, AND NFPA 70 CLASS C FIRE
INVERTERS: UL 1741 CERTIFIED, IEEE 1547, 929, 519
COMBINER BOX(ES): UL 1703 OR UL 1741 ACCESSORY
I I a MAX nf' VOLTAGE -Al f-III A-r= IjCZK1/- "AK1"CA(--r"D= 00r',\11r-1EM ="C>
COEFFICIENT
FOR VOC, IF UNAVAILABLE, MAX DC VOLTAGE CALCULATED'ACCORDING TO NEC 690.7,
FFR_U_JEU_f_h'1�F#W,1_A_f I *
OWNER
NAME: FAUSTINO RIVERA MARTINEZ
PROJECT MANAGER
NAME:
PHONE:
CONTRACTOR
NAME: PROSOLAR SYSTEMS LLC
PHONE: (888) 462-5005
AUTHORITIES HAVING JURISDICTION
BUILDING: ZEPHYRHILLS
ZONING: ZEPHYRHILLS
UTILITY: DUKE ENERGY
PARCEL ID: 04-26-21-0260-00fit -0630
DESIGN SPECIFICATIONS
OCCUPANCY:11
CONSTRUCTION: SINGLE-FAMILY / STORAGE
ZONING: RESIDENTIAL
GROUND SNOW LOAD: 0 PSF
WIND EXPOSURE.- B
WIND SPEED: 140 MPH
APPLICABLE CODES AND STANDARDS
BUILDING: FBC 2020, FRC 2020
ELECTRICAL: NEC 2017
FLORIDA FIRE PREVENTION CODE (7TH ED.)
NFPA 1 (2018 ED.)
SOLAR D-3
IQ COMBINER BOX DATA SHEET
I 1,7 ALL INVERTERS, PHOTOVOLTAIC MODULES, PHOTOVOLTAIC PANELS, AND SOURCE
SOLAR D-4
ATTACHMENT DATA SHEET
CIRCUIT COMBINERS INTENDED FOR USE IN A PHOTOVOLTAIC POWER SYSTEM WILL BE
SOLAR D-5
RACKING DATA SHEET
IDENTIF,IED AND LISTED FOR THE APPLICATION PER 690.4 (D). SHALL BE INSTALLED
SOLAR D-6
GROUNDING DATA SHEET
ACCORDING TO ANY INSTRUCTIONS FROM LISTING OR LABELING'NEC 110.3],
t
SOLAR D-7
MODULE COMPATIBILITY
11 �8 ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE, IF EXPOSED
SOLAR D-8
AC DISCONNECT SPEC SHEET
TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND SiGNAGE WILL BE
INSTALLED AS REQUIRED BY THE NEC AND AHJ.
SOLAR D-9
JUNCTION BOX DATA SHEET
't
SOLAR D-10
RAPID SHUTDOWN CERTIFICATE
11.2.1 SCOPE OF WORK:
1.2.2 PRIME CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SPECIFICATIONS OF THE
VICINITY MAP
GRID -TIED PHOTOVOLTAIC SYSTEM RETROFIT. PRIME CONTRACTOR WILL BE
SCALE NTS
RESPONSIBLE FOR COLLECTING EXISTING ONSITE REQUIREMENTS TO DESIGN SPECIFY
I I
AND INSTALL THE EXTERIOR ROOF -MOUNTED PORTION OF THE PHOTOVOLTAIC SYSTEMS
DETAILED IN THIS DOCUMENT,
1.3.1 WORK INCLUDES:
1.12 PV ROOF ATTACHMENTS -IRONRIDGE FLASHVUE
1.3.3 PV RACKING SYSTEM INSTALLATION - IRONRIDGE ROOF MOUNT
1.3.4 PV MODULE AND INVERTER -INSTALLATION _,TESLA T395H 395W
IENPHASE IQ8PLUS-72-2-US (240V)
1.3.5 PV EQUIPMENT GROUNDING
1 ,16 PV SYSTEM WIRING TO A ROOF -MOUNTED ROOFTOP AC -DISCONNECT
1.3.7 PV LOAD CENTERS (IF INCLUDED)
1.3.8 PV METERING/MONITORING (IF INCLUDED)
1.19 PV DISCONNECTS
13.10 PV GROUNDING ELECTRODE & BONDING TO (E) GEIC
13.11 PV FINAL COMMISSIONING
1 ,3.12 (E) ELECTRICAL EQUIPMENT RETROFIT FOR PV
1.3.13 SIGNA:lGE,PLAQEQ IN ACCORDANCE WITH LOCAL BUILDING CODE
01 E
AERIALIVIEW
SCALE:'NT8
14011,119
Prosolar Systems ILL
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LICNO.: CVC 57028
HIC. NO.:
ELE. NO.:
NAUTHORIZEO USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS,
NEW PV SYSTEM:
7.51 KWp I
6774 Shelby Lynn Way,
Zephyr'hiffi!,AL_542
Rev Description Date
DATE DRAWN 04.06.22
DRAWN BY NAREK Y.
CHECKED BY
SCALE AS INDICATED.
SHEET
SOLAR -k-0
2.4.1
SITE NOTES:
2]2
A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS.
3.5.1
GROUNDING NOTES:
2�13
THEPVk8QDULE8AB�CDNS0EREDNON��D�8U�OBLE8NDTH\SSYSTEK�|8AUTiL�Y!NTER�CT�E
��
252
GROUND|NS8YGTEK4CO�PONENTG8H�LLB�USTED�ORTHE%RPURPOSE
'
SYSTEM WITH WOSTORAGE BATTERIES.
AND GROUNDING DEVISES EXPOSED TOTHE ELEMENTS SHALL BERATED FOR
21,4
THE SOLAR PVINSTALLATION WILL NOT OBSTRUCT ANY PLUMBING,
SUCH USE
MECHANICAL, OHBUILDING ROOF VENTS.
253
PYEQUIPMENT SHALL BEGROUNDED ACCORDING TONEC OSO43AND
21�5
VV
PROPER ACCESS AND �R0NGCLEA��NCEAROUNDBx|8T|NSAND
MINIMUM NEC TABLE 25U122
� �
PROPOSED ELECTRICAL EQU|PK8ENTYNLLBEPROVIDED A8PER SECTION NEC
254
� �
METAL W10DULER8CK/NGANDENCL0SURES
' ' '
11U�2M�
CONSIDERED GROUNDED |WACCORD %0TH25D�134AND 25D.138�V
2.1.6
ROOF COVERINGS SHALL BEDESIGNED, INSTALLED, AND MAINTAINED iN
255
��
EQUIPMENT GROUNDING CONDUCTORS SHALL BESIZED ACCORDING TUNEC
ACCORDANCE YNTHTHIS CODE AND THE APPROVED KXANUFACTURER'S
� �
09O45A����|�R0|NVE�TERk8ANUFACTORER8'!N8T�UCT0�G
INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TOPROTECT THE
��
25O
EACH MODULE VV|LLBEGR(�UmDEDUSING VVEEBGR(�UND|NGCLIPS AS
BUILDING ORSTRUCTURE.
SHOWN |NMANUFACTURER DOCUMENTATION AND APPROVED BYTHE AHJ!F
2.2.1
EQUIPMENT LOCATIONS: '
VVEEB88RENOTU�ED0DULEGROUND|NBLUGSK8UBTBEINSTALLED AT
' K4
2.2.2
ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS ASREQUIRED BYNEC 11O20.
THE8PEC|F|EDGROUND!NGLUGHOLEGPERTHEK4ANUF4CTURERS'
22.3
wWR|NGBYSTEK8S|NSTALLED|NU|RECTBUNL|GHTK8UGTBERATEDFOR
INSTALLATION REOU|REK0ENTS �
EXPECTED OPERATING TEK8PERATUREA8SPECIFIED BYNEC 880.31(A).(C)
���
''
THE GROUNDING CONNECT0NTOAK8ODULESHALL BEARRANGED SUCH
AND NEC TABLES 31O15(B)(2)(\)AND 310.15(13)(3)(C).
THAT THE REMOVAL OFAMODULE DOES NOT INTERRUPT AGROUNDING
22.4
JUNCTION AND PULL BOXES PERK�|TTEDINSTALLED UNDER PVK8OBULEG
CONDUCTOR TOANOTHER MODULE �
ACCORD|NGTOMEC890.34.
258
GROUNDING AND BONDING CONDUCTORS|F|NSUL�TEDSHALL BECOLORED
' '
2.2�5
ADDITIONAL ACD|8CONNECT(8)SHALL BEPROVIDED VVHERETHE INVERTER
G�EENDRK8ARKEDGREEN|F#4AVVGORLA�SER[NEC250�11�g
|SNOT WITHIN SIGHT QFTHE ACSERVICING DISCONNECT.
259
THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC OSO47AND NEC
22.8
ALLEDU|PK8ENT8HALLBE|N8TALLEDACCESS|BLETQOUAL|HEDpERSONNEL
2505OTHR0U�H2�O1Q0 IF OR
� � � '
ACCORDING T0NEC APPLICABLE CODES.
INADEQUATEAGROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING T0
'
227
ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR
NEC25ONE�09O47��DAHJ
' � �
OUTDOORUGA�EVVHENAPPROPR|8TE
251Q
�
GROUND -FAULT �
2.3.1
STRUCTURAL NOTES:
NEC O98.5yA(1)SPECIFICALLY.
2.3,2
RACKING 8YSTEK8& PVARRAY VNLLBEINSTALLED ACCORDING TO
2O1
2.61
DK��O��E�-0<J�A���Y��-�U���NT���TE�T|[>�N���8�
�
CODE -COMPLIANT
2� �
02
D|SCO�NECT|NGGwMTCHESSHALLBE�WRED8UCHTH8TYVHENTHE8VYTCH
SWITCH.
DESIGNATED SPACE BETVVEENMODULES, AND RAILS yNUGTALSO EXTEND A
|SOPENEDTHECONDUCTDR8RE�A|�}NSENE�G|�EDARECONNECTEDT0
MINIMUM DISTANCE BEYOND EITHER EDGE OFTHE ARRAY/SUBARRAY
THE TERK4|NAL8MARKED "LINE SIDE" (TYPICALLY THE UPPER TERK8|NALS),
���VRD1N�ToR�|��NoFA�TO�E�^8�N8TRU�TiONG� ' '
23
�S�
DBC�NN�CTST�8�A�CE�S|R�ETOOU�LiF|EDUT|L[TYPERS0NNE� ' BE '
2�3�3
JUNCT0NBOX VNLL8EINSTALLED PER MANUFACTURER8'SPEC|RCAJ|OWS.
LDCK�BLEAND BEAVISIBLE-BREAK SVV�CH
'
|FROOF-PENETRATING TYPEIT
' �
��,�
'
RAPID SHUTDOVVNOFENERGIZED CONDUCTORS BEYOND 1DFT0FPVARRAY
2.3�4
ET RACEWAY WILL COMPLETED AND
OR5FTINSIDE A BUILDING WITHIN 1O6ECQND�CONTROLLED CONDUCTORS
�
`. E���APPROVEDCH�K�|�AL�EAL�NTPE�CUDE�YAUCEN8EDCONTRACTOR�
SEALED
�30VAND�24DVA[N�CG�Q]2]�LD�ATK�NOFLABEL�CC0RD!NBT�AHJ�
2�3,5
ALLPVRELATED ROOF BE SPACED
2�5
� �
ALLOCPD��T!NGSANDTYPES8PEC]F\E�AC�O��kN6T0NECO3O889O9
� ' ' `
' .
SPAN D�TANCESPECIFIED BYTHE RAC0NGMANUF/��TURER.
AND 24O '
2.16
O� RACKING WILL `~'�'`'.`�.'~��''`��'
2�&/5
K4|CRO|NVERTERBRANCHES CONNECTED TOASINGLE BREAKER OR
`
�.��`'�~ c�'''` `
STAGGERED AMONGST � ` �
~^'~~
��DUPE0FUGE�;N�C�DR��N WITH �
2/�1
WIRING CONDUIT NOTES:
2J57
|FREQUIRED BYAHJ OYSTEK�VV�LINCLUDE ABC-�\ULTQRCU|TPROTECTION
'
242
`,CD '
-
`APPROVED- z
=~'~'~'` AND SPECIFICATIONS
�.71
-
(MTEWEC
`WIRE
`
2�7�2 -
LOAD-SIDE`2.?��
NEC `
�
2�4'
' `�^ `
VOLTAGE—�T�
~~~' � `
�
` 2,4�5'
' ' �� �
^--' '--` �---
'—~~~--- FOOTPRINT
vxncm��m/»r /n��v unu^ 9V '
i(
^ `'—��—� ' ^
SYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY W/ SUITABLE
DEDICATED MUST BE LOCATED OPPOSITE END OF THE
\�V��p;cL��'� �'�^`'`��'` �'' ' �^����^'�� �'� `°.` � ` ��' � '
2/�/] �0CDNDUCT�R8COLOR�QOR�ARKED�8F0L�OVyG� 2�7]] FEEDERTAP |NTERCDNECTlONKOAU0DE)ACCOR0NGTONEC 7G515(B}(DCq14
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR mwVIOLATION orU.S
oe,moHT LAWS AND WILL BE SUBJECT
ryCIVIL DAMAGES AND PROSECUTIONS.
NEW PV-SYSTEM-
Rev
Description
Date
DATE DRAWN
04.06-22
DRAWN BY
NAREK Y:
CHECKED BY
SCALE
AS INDICATED
SHEET
� `' `
-SOLAR A-1
PHOTOVOLTAIC SYSTEM
(N) 19 TESLA T395H (395W)
MODEL #: T395H
(N) 19 ENPHASE ENERGY lQ8PLUS MICROINVERTERS
MODEL #: IQ8PLUS-72-2-US
18" ACCESS PATHWAYS CONTRACTOR
36" ACCESS PATHWAYS Prosollar Systems LLC
—74-4"— Address:
—T 1100 W. Oakland Park
412,, Blvd #8
Wilton Manors, FL 33311
Phone Number:
Property Lin e:-Tel:(888) 462-5005
LIC. NO.: CVC 57028
HIC. NO.:
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
0 WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
29' To CIVIL DAMAGES AND PROSECUTIONS.
0
N- No. 86008
lip
a a a
<
W
(D
STATE OF
aI a a a a a a U, "0C,
-OR10%
b b b b b b b b b
- ------ _j ------- ZA 12-5
"---N' SolEction
11 1 6'
51 Junction Box
(E) Utility Meter—, �-onduit Interior Run "—�N) Solar PV Array
(E) 200A Main Service Panel-- / I .
Roof Area Calculations Through Attic Space 19 Tesla Solar,395W
Fire Sprinklers - No (N) 60A Non -Fused AC Disconnect 19 19 IQ8+ Microinverters
Total Roof Area (SQ. FT) - 2734 (N)Enphase IQ Combiner Box 21 Deg Roof Slope NEW PV SYSTEM:
Solar Area (SQ. FT) - 404.32 PVC Type Conduit Orientation: 180 Deg 7.51 KWp
% Covered Area - 14.79% Fa
DESIGN CODES. -WORK SCOPE HAS BEEN DESIGNED AND SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING APPLICABLE
BUILDING CODES:
"FLORIDA BUILDING CODE, BUILDING (FBC-B) -7TH EDITION (2020)" Re,
wa Martinez
Lynn ay;
FL 33542
FLORIDA BUILDING CODE, i--Afz:)tli,4t,buiLuii,4G(t-Bi,-Eb) t1HEDITION (2020)
"FLORIDA FIRE PREVENTION CODE(FFPC) - 7TH EDITION"
"NATIONAL ELECTRICAL CODE(NEC) - 2017 NEC'
ASCE_7_-16 MINIMUM DESIGN LOADSANDASSOCIATED CRITERIA FOR
DATE DRAWN
04.06.22
BUILDINGS AND OTHER STRUCTURES
DRAWN BY
NAREK Y.
WIND LOAD CRITERIA: PLEASE PROVIDE WIND LOAD CRITERIA APPLIED IN
THE CALCULATION OF STRUCTURAL DESIGN REQUIREMENTS FOR
CHECKED BY
SCA LE
AS INDICATED
DETERMINING ALL CONSTRUCTION CONNECTION INSTALLATIONS OF
SHEFT
PHOTOVOLTAIC SOLAR SYSTEM. SEE FBC-B, CHAPTER 16,SECTION 1603.1.4 SCALE:1110"=11
ANDLINEITEMS FROM I THROUGH, 51AS APPLICABLE FOR WIND, DESIGN
DATA.
NOTE: FIELD VERIFY ALL MEASUREMENTS 01 lb-ft
SOLAR-A-2
a 'I
NUMBER OF PV MODULES
PV MODULE DIMENSIONS (SF) (68.50"X 40.55")
PV MODULE WEIGHT WITH MICR*INV. (LES)
RACKING WEIGHT PER UNIT (LBS)
TOTAL WEIGHT #N R##F (LF3S)
TOTAL PV MODULE AREA (SF)
I I -
�NUMBER OF ATTACHMENTS
�WEIGHT PER ATTACHMENT (LBS)
COMPOSITION SHINGLE
STRUCTURAL FRAMING DETAIL
ATTACHMENT WITH FLASHIN 2" x 4" BLOCKING--__",
RAIL--,
PV MODULE --
EXISTING TRUSSES --\-fir 1
2" X 4"@ 24" O,C.
6
21
T-\�EXTERNAL LOAD E L4NG JOIST
4" WEB MEMBERS
W101111RET41017
Prosolar Systems LLV
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LIC. NO.: CVC 57028
HIC. NO.:
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS.
BEARING WALL 11 NEW PV SYSTEM
lY160
j I Q2
o
7
terr�.
prowmtorits, and, %pecial wbid .-
gions
a coadi-
NEW
,, coy .�` SYSTEM:
exctedance in SO years � � 7.51 KWp
B-CIRCUIT a
PV ARRAY
TOTAL PV
MODULES:10
am
CONTRACTOR
Prosolar Systems LLC
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
UTILITY LIC, NO,: CVC 57021
HIC. NO.:
BI-DIRECTIONAL ELE. NO.:
UTILITY
METER
(E) 200A END FEED-,'
MAIN BREAKER UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS,
60A NON FUSED INSTALL 30A 2P PV C/
AC DISCONNECT AT THE OPPOSITE
NEMA 3R, END OF BUS FROM
120/240V MAIN FEEDER C/B B
LOCKABLE BLADE
[AC.31 TYPE, UL LISTED [AC.31
DG222URB
_1 L2 N
EXISTING
200A MAIN
-7 SERVICE PANEL
EXISTING 120/24OV,
GROUND I-PHASE,3-WIRE MAIvi
SYSTEM QU16F200C 0
40
No. 85003
PV ARRAY INFORMATION A FROM PV MODULES TO J_BOx AC.3 FROM IQ COMBINER BOX TO MAIN SERVICE PANEL IT:
(2) ENPHASE TRUNK CABLE # 12 AV,/G, PV WIRE 1 1(3) #6 AVIJG THWN-2 + 0) #6 A'AfG CU EGC. 1" DIA SCH 80 PVC
o �__STATE F
19 TESLA SOLAR 395\1V SOLAR MODULES (1) #6 AV'JG BARE CU EGC FREE IN THE AIR
!-' #
1 EXPECTED WIRE TEMP (�C): 39' i
19 ENPHASE ENERGY IQ8PLUS MICROINVERTERS
OR
TEMP CORRECTION PER NEC TABLE 310.16: 0.91 'S11,
f AC.2 ] FROM J-BOX TO Its COMBINER BOX
MODULE MODEL# T395H I I
CIRCUIT CONDUCTOR SIZE: #6 AWG
INVERTER MODEL# IQ8PLU (4) #10 AWG THHN + (1) #6 AWG CU EGC,
S-72-2-US
I "LIQUIDTITE METALLIC CONDUIT THROUGH ATTIC SPACE CIRCUIT CONDUCTOR AMPACITY: 75 A
MAX AC OUTPUT CURRENT: 1.21 A 1 " DIA SCH 80 PVC ON THE HOUSE WALL # OF CURRENT CARRYING CONDUCTORS: 3
CEC WEIGHTED EFFICIENCY: 97.0% @240V CONDUIT FILL PER NEC 310.15(B)(3)(a): 1
AMBIENT TEMPERATURE ADJUSTMENT FOR REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B):
NUMBER OF BRANCH CIRCUITS: 2 EXPOSED CONDUIT 1.25 X OUTPUT CURRENT OF LOAD CENTER NOA� SYSTEM:
# OF MODULES IN B-CIRCUIT a: 10 PER NEC 310.15(B)(2)(c): + 0o 1.25 X 1,21 X 19 = 28,74A
# OF MODULES IN B-CIRCUIT b: 9 EXPECTED WIRE TEMP (°C): 390 7.
DEBATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: 51 KWp
TEMP CORRECTION PER TABLE. 310.16, TEMP CORR. PER NEC 310.16 X Faustino Rivera Martinez
OF CURRENT CARRYING CONDUCTORS: 4 CONDUIT FILL CORR. PER NEC, 310.15(B)(3)(a) X
CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a): 0.8 CIRCUIT CONDUCTOR AMPACITY = 0,91 X 1 X 75 = 68,25A 13774 Shelby Lynn Way,
INVERTER SPECS y CIRCUIT CONDUCTOR SIZE: #10 AWG FL 33542
PEAK PWR TRACKING VOLTAGE 29-45 V CIRCUIT CONDUCTOR AMPACITY: 40 A
I = % REQUIRED CIRCUIT CONDUCTOR Rev Description Date
CEC EFFICIENCY
ENCLOSURE:, NEMA6 AMPACITY PER NEC 690.8(A&B):
MAXIMUM INPUT CURRENT = 15 ' 1.25 X MAX AC OUTPUT CURRENT X
# OF INVERTERSPERB. CIRCUIT MAIN PANEL RATING
MAXIMUM OUTPUT CURRENT =1,21 A . I PHASE: 3W, 120/240V--
MAXIMUM INPUT POWER = 235-44G W 125 X 1,21 X -10 = 15,13A - BRANCH CIRCUIT a BUSBAR RATING = 20aA DATE DRAWN 040622
MAXIMUM OUTPUT POWER = 240 W 1.25X 1.21X9 13.61A- BRANCH CIRCUIT b MAIN C/B = 200A END FED DRAWN BY NAREK Y.
NOTES 120% RULE:
PV MODULES SPECS (STC) DEBATED AMPACITY OF CIRCUIT CONDUCTOR GROUNDING SPECS:IRONRIDGE RACKING HAS A UL2703 LISTED INTEGRATED MAX ALLOWABLE BACKFEED: CHECKED BY
GROUNDINGNO ADDITIONAL GROUND LUGS AND COPPER WIRE ARS NEEDED.ROW TO SCALE AS INDICATED
SHORT CIRCUIT CURRENT I -SC = 11.10A PER NEC TABLE 310.16 ROW CONNECTION SHALL BE MADE WITH UL LISTED GROUNDING LUGS. (200A - 1.2) - 200A = 40A
MAXIMUM POWER CURRENT I -MP = 10.71A TEMP CORR. PER NEC TABLE 310.15(B)(2)(a) X ALL THE PHOTOVOLTAIC SYSTEMS WIRES THAT ON THE ROOF AND SIDE OF ACTUAL PV BACKFEED: SHEET
OPEN CIRCUIT VOLTAGE V-OC = 45.27V,,, THE BUILDING SHALL BE PROTECTED -AGAINST PHYSICAL DAMAGE- 30A (PV) < = 40A OK,
CONDUIT FILLCORR. PER NEC 310.15(B)(3Xb),X
MAXIMUM POWERVOLTAGE V-MP = 36.88V CIRCUIT CONDUCTOR AMPACITY = 0.91 X_0-._8 X 40 29.12A PHOTOVOLTAIC SYSTEM IS RAPID SF1UT`DO\W READY PER NEC 690-.12- 1.25X_T.�l X''l"9'= 2'&74A (30A PV SOLAR''E-1
........ .
ME
F
EATON BR220,
PRE INSTALLED 15A 2P C/B
FOR IQ ENVOY MONITORING
IQ ENVOY
Voy 15A
fAC.21
20A
fI2 OA
Li 1_2 N LL
- 6 j-
1 " LIQUIDTITE �
METALLIC V DIASCH
CONDUIT'80 PVC ON
THROUGH ATTIC' THE HOUSE
SPACE WALL
Prosolar Systems LLC
Tesia
T395H, T400H, and T405H
Reliability
Electrical Characteristics
Temperature Rating (STC)
AMMMMME0=2
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LIC. NO.: CVC 57028
HIC. NO.:
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF Ue
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS.
Mechanical Parameters
vT
No. Multi
NONE
STATE OF
0
le% 0 R
11
NEW PV SYSTEM:
7.51 KWp
I lFaustino Rivera M
=I
Date
SOLAR D-1
ENPHASE.
Commonly used module pairings'
W
M-350
235-440
Module compatibility
60-cell/120 hat -call
60-coll/120 half -cell and 72-coll/144 half -call
MPPT voltage range
v
27-37
29-45
Operating range
V
25-48
25-58
Min/max start voltage
V
30/48
30/58
Max input DC voltage
v
50
60
Max Do current2 [module Isol
A
1$
Overvoltagir class Do port
11
Do port backfeed current
mA
0
PV array configuration
ixi Ungrounded array, No additional DC side protection required; AC side protection requires max 20A per branch circuit
Peak output power
VA
245
300
Max continuous output power
VA
240
290
Nominal (L-L) voltage/range3
V
240/211-264
Max continuous output current
A
1.0
1.21
Nominal frequency
Extended f
Hz
Hz
60
IQ8and 108+ Microinverters
requency range
Max units per 20 A (L-L) branch circule
16 13
Our newest 108 Microinverters are t I he Industry's first grid -forming microinverters
Total harmonic distortion
<5%
with split -phase power conversion capability to convert DC power to AC power
Easy to install
Overvoltage class AC port
III
efficiently. The brain of the semloonductor-based microinverter Is our proprietary
Lightweight and compact with
AC port backfeed current mA
30
application -specific Integrated circuit ( ASIC) which enables the microinverter to
plug-n-play connectors
Power factor setting
lo
operate in grid -tied or off -grid modes. This chip Is built In advanced 55nm technology
with high speed digital logic and has super -fast response times to changing loads
Power Lino Communication
Grid-ned power factor (adjustable)
OX5 leading - 0,85 lagging
and grid events, alleviating constraints on battery suing for home energy systems.
(PLC) between components
Peak aftlency %
97,5 97J5
Faster installation with simple
CEC weighted efficiency b
97 97
A"E
Axi
two -wire cabling
Night-time power consumption mW
60
gggg
High productivity and reliability
. .. .
Produce power even when the
Ansbient terniwature rarige
_401C to -600C (-40OF to -14010
4% to 100% (condensing)
9 rid is down
DC Connector type
MC4
Part of the Enphase Energy System, I08 Series 108 Series Microinverters redefine reliability
• More than one million cumulative
Dimensions 04xwxo)
212 mm (8.31 x 175 mm (8.9') x 30.2 min (1.2)
Microinverters integrate with this Enphase 10 standards with more than one million
hours of. testing
Battery, Enphase 10 Gat au and the Enphase cumulative hours of power -on testing,
Class 11 double -insulated
Weight
9O8 kg (2,38 lbs)
Sapp.nronitoring and analysis software. enabling an industry -leading rimited warranty
Coding
data; ill cony action - no fans
of up to 25 years.
enclosure
Optimized for the latest high-
Approved for wet locations
yes
powered PV modules
Acoustic noise at I m
<60 dBA
Pollution degree
PD3
Grid -forming
Enclosure
Class 11 double -insulated, corrosion resistant polymeric enclosure
Complies with the latest
Environ. category UV exposure rating
advanced grid support
Connect PV modules quicklyankfaaallyto, 108 Series are UL Listed as
108 Series Micrciinverters using the Included PV.. d Shut Down Equipment and conic, m
Remote automatic updates for
CA Rule Z (UL 1741-SA), UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class 8, ICES-0003 Class CAWCU-=2 NO, 107,1-01
0-DCC-2 adapter cable with plug-n-play MC4 with various regulators, when installed
the latest grid requirements
according to manufacturer's Instructions
Certifications
This product Is UL Listed as PV Rapid Shut Down Equipment and conforms, With NEC 2014, NEC 2017, andi NEC 2020 section
ConfigurabletbiLipjibetawide
range of grid profiles
manufactureesinstructions.
0 2021 Enphasa EnsW All rightsireserved. Enphase, the Enphase logo,10aimicroinverters,
Meets CARule 21((J'L-1741-SA)
tQ No enforced DC/AC ratio. See the compatibility
calculator at hVpWAntiWph8Wc0m/
and other names are trademarks of Enphase Energy, Inc. Data subject to change•
requirements
module-compatibility(2) Maximompontinuous
input Do current IsI0.6k(33-hlorrilinal voltage
range can be extended beyond nominal if required by the utility. (41-Writs may vary. Refer to
I083P-DS-0002-01-EN-U5-2621-10-19
local requiremaras to disfins, the number of microinverters per branch in youraires- 108SP-DS-0002-M-EN-US-2021-10-19
Prosolar Systems LLC
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
Cl 57028
HIC. NO..-
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS.
NEW PV SYSTE
7.51 KWp
Rev
Description
Date
DATE DRAWN
04,06.22
DRAWN BY
NAREK Y.
CHECKED BY
SCALE,,
AS INDICATED
SHEET
7
n ease
IQ Combiner C
XQ $ g"g
-1 - - - C
LISTED
7.1 , td7-240-4
learn more about Enphase offerings, visit gnphaseacom
CONTRACTOR
rosolar Systems LLC
Address;
1100 W. Oakland Park
Enphase Combiner 4/4C
Blvd #8
MODEL N U BER
Wilton Manors, FL 33311
iCcn.,,,.,cr4 (X t)?,.,. 240 4,
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WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS.
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6.3Us ,,t,r . C'S., 222No-
SYSTEM:NEW PV
:austino Rivera Martinez'
6774 Shelly Lynn Way, '
Zephyrhllls, FL 33542
Rev Descrip&on Date
+ R. ,. y., t.is; DATE DRAWN 94 46.22.
T� mare af��Ui rts�flas� offerings, �IU;t ��a
learn:r - } ;; ✓ .. ..,.t, _,, ; . , , . _. DRAWN BY 'NAREK Y.
CHECKED BY
.: SCALE AS: INDICATED
SHEET
AML IRONRIDGE Flash Vue TM See Your Pilot Holes
Jrg
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LIC. NO.: CVC 57028
HIC. NO.:
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS,
C"IA Z"
- Uz/"'
No.86008
STATE W
x�
NEW PV SYSTEM:
7.51 KWp
Faustino, Rivera Martine2
6774 Shelby Lynn Way,
ze-Ohyrhills, FL 33542___
Rev Description Date
DATE DRAWN 04-06.22
NAREK Y.
AS INDICATED
SHEET
----SOLAR D-4
OMLrIIM�
Solar Is Not Allways Sunny
Over their lifetime, solar panels experience countless
extreme weather events. Not just the worst storms in years,
but the worst storms in 40 years, High winds capable of
ripping panels from a roof, and snowfalls weighing
enough to buckle a panel frame. A
XR Rails are the structural backbone preventing
these results. They resist uplift, protect
against buckling and safely and efficiently
transfer loads into the building structure.
Their superior spanning capability
requires fewer roof attachments,
reducing the number of roof
penetrations and the amount
of installation time.
XR10
XR10 is a sleek, low -profile mounting
rail, designed for regions with light or
no snow. It achieves 6 foot spans, while
remaining light and economical.
6'spanning capability
Moderate load capability
Clear & black anodized finish
Internal splices available
, =XR100
XR1 00 is the ultimate residential
mounting rail. It supports a range of
wind and snow conditions, while also
maximizing spans up to 8 feet.
8'spanning capability
Heavy load capability
Clear & black anodized finish
Internal splices available
XR1000 is a heavyweight among
solar mounting rails. It's built to handle
extreme climates and spans 12 feet or
more for commercial applications.
12'spanning capability
Extreme load capability
Clear anodized finish
Internal splices available
The following table was prepared in compliance with applicable engineering codes and standards, Values are
based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean
Building Height of 30 ft, Visit IronRidge,com for detailed span tables and certifications,
61
N
Force Stabilizing Curve 00
Sloped roots generate both verticaland lateral 120
it r forces on mounting rails which can cause them E
None
to bond and twist, The curved shape of XR Rails I
is specially designed to increase strength in both 1 140 1 *410
directions white resisting the twisting. This unique
feature ensures greater security during extreme 160
weather and a longer system lifetime.
ry 100
120
10-20
140 1
160
1 100 "7
30
r -------- -- 160
1, Compatible with Flat & Pitched Roofs Corrosion -Resistant Materials
400
XR Rail s are tronRidge offers All XR Rail. are had. of 6000-Barids
leg I al w all Is with a range of tilt I aluminum alloy, then protected with an i
:ot and options for flat anodized finish. Anodizing reverts
_-ts surface
-other pitched ro roof mounting and -structural corrosion, while also providing 50-70 160
ents. appfication�� a more attractive appearance.
W MIN
,W
go,11-0-ng,
AmmWin. =,
F
Prosolar Systems LLC
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LIC. NO.: CVC 57028
HIC. NO.:
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS.
Lj/1Z,/Z-2_
Nom86008
3% STATE OF 'Ar Z
0 R I cl\#�
$
NEW PV SYSTEM:
7.51 KWp 0
6774 Shelby Lynn Way,
Zephyrhills, FL. 33542
Rev Descnption Date
DATE DRAWN 04o612
DRAWN BY NAREK Y.
CHECKED BY
SCALE AS INDICATED
SHEET
CONTRACTOR
UFO Q, Stopper Sleeve * Grounding Lug EE Bonded Splice Ground Wire
Simplified Grounding for Every Application
The UFO family of components eliminates the need for
separate grounding hardware by bonding solar modules
directly to lronRidge XR Rails. All system types that feature
the UFO family —Flush Mount Tilt Mount and Ground
Mount —are fully listed to the 6L 2703 standard.
UFO hardware forms secure electrical bonds with both the
module and the rail, resulting in many parallel grounding
paths throughout the system. This leads to safer and more
reliable installations.
Stopper Sleeve
The Stopper Sleeve snaps
onto the UFO, Converting it into
a bonded end clamp.
w to
Universal Fastening Object (UFO)
The UFO securely bonds solar modules to XR
Rails. It comes assembled and lubricated, and
can fit a wide range of module heights.
1100 W. Oakland Park
Blvd #8
V\filton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LIC. NO.: CVC 57028
HIC. NO.:
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS.
Z_ A
E
No. 86008
STATE OF
"1111i,
6"
rQ
. . . . . . . provide equipment grounding of lronRidge systems, eliminating the nee for
9 Approved Enphase microinverters can
-u
grounding lugs and field installed equipment ground conductors (EGC).. A minimum of two microinverters mounted to the
same rail and connected to the same Engage cable is required, Refer to installation manuals for additional details.
V'-K
UL Certification
The lronRidge Flush Mount,m.
Tilt Mount, and Ground Mount
1000 Only
Systems have been listed to UL
Bonded Splice
& Each Bonded Splice uses UFOIStopper i NEW PV SYSTEM:
tr 2703 by Intertek Group p1c.
self -drilling screws to form
Bonded Splice I
a secure connection. No N/A UL KW
P
bonding strap needed- UL 2703 is the standard for
I Grounding Lugs 1 1 per Row 1, per Row I I per Array i Faustino Rivera Martinez
evaluating solar mounting
systerns. It ensures thesedevices 6774 Shelby Lynn Way,
Microinvert r Enphase - M250- 2 M250-60, M215-60 C250-72
strong efectirtc-al-and U _s j -1 _1_________1
wi 1, Zephyrhills, FIL 33542
Grounding Lug mechanical connections over & Power I Darfon - MIG240, MIG300, 6320, G640 I - —
A single Grounding Lug Bonded Attachments Optimizers; SolarEdge - P300, P320, P400, P405, P600, P700, P730 Rev Description Date
an,extended period of time in
connects an entire row The bondinjbbft attaches
of Pv modules to the and bonds the L400t to the extreme outdoor environments. Fire Rating i Class A I Class A I N/A
grounding conductor, raiL it is installed with the
Tested or Evaluated -with over 400 Framed Modules ------ - ------ same socket as the rest of the Modules
Refer to installation manuals for a detailedlist�'
system� o to 1ronRidU_
,e.corrJUFO I
a3r_ DATE DRAWN 0406.22
DRAWN BY NAREK Y.
CHECKED BY
SCALE 1. AS INDICATED
SHEET
S6 R D-6
Lqljr=� 62 al ka.
SunEdison Modules with 35, 40 & 50 mm frames
SunEdison I SE-Yxx�ABCDE
Where "Y" can be B, F, H, P, R, or Z; 'T' can be 0 or 4-1 "A" can be 8,C,D,E,H,l,J,K,L,M, or N -1 T" can be B or!
W; "C" can be A or C; "D" can be 3, 7, 8, or 9; and "E" can be 0, 1 or 2
5univa modules with 35, 38, 40, 46, and 50 mm frames
OPTxxx -AA-B-YYY-Z
Suniva 1 MVXxxx-AA-B-YYY-Z
Mere "AA" is either 60 or 72; T" is either 4 or 5; "YYY" is either 100,101,700,1 BO, or 1131; and 'T' is blank
orB
Sunpower standard (G3 or G4) or InvisiMount (G5) 40 and 46 mm frames
SPR-Zb-xxx-YY
Sunpower Mere 'T' is either A, E, P or X- 'b" can be blank, 17, 18, 19, 20, 21, or 22" and "YY" can be blank, BLK,
COM, C-AC, D-AC, E-AC, BLK-E-AC, G-AC, BLK-C-AC, or BLK-D-AC
Sunspark modules with 40 mm frames
Sunspark pSYY-xxxZ-A
Where "YY" can be MX or ST, and 'T' can be M, MB, M3, M38, P or W, and "A" can be 60 or 72
Suntech Modules with 35, 40 and 50mm frames
STPxxxy-zz/aa
Suntech
Mere "y" is blank or S; and "zz" can be 20, 24, A60 orA72U; and "aa" can be Vd, Vem, Vfw, Vfh, Wdb, Wde,
Talesun modules with 30, 35 and 40mm frames
1 TA6yZZaaxxx-b
Talesun Where "A" can be D or P, "y" can be blank, F, G, H, I or L; "=can be 60 or 72; "aa" can be M, M(H), or P;
and "b" can be blank, B, T, or (H)
Tesla modules with 40 mm frames
Testa lTxxxY
Where "Y" can be H or S
Trina Modules with 30, 35, 40 and 46mm frames
TSM-xxxYYZZ
*\A/here "YY" can be DD05, DD06, DD14, DE14, DE15, DE15V, DEG15, DEG15VC, DE19, DEG19C.20,
Trina DE06X, PA05, PG05, PD05, PD06, PA14, PCI 4, PD1 4, PEI 4, or PEI 5 ; and "ZZ" can be blank, .05_05(11),
I 08_10_18_08D, A 8D, 0.82_002, .00S, 055, 085, .20(11), A, A.05, A,08, A, 10, A.1 8, (11), A(fl), A.05(11),
A 08(11), A.082(11), AA 0(11), A.1 8(11), H, H(11), H,05(11), H.08(11), HC.20(11), HC.20(11), M, M(11), W05(11),
MC,20(11)
URE modules with 35 mm frames
URE
I DyZxxxaa
I
Where T" can be D or F, "y" can be A, 6 or'7; 'Z" can be K or M; and "aa" can be H3A, H4A, H8A,,E7G-BB,
Prosollar Systems LLC
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LIC. NO.: CVC 57028
HIC. NO.:
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS,
- V
EoG or EoG-BB
1'Vikrarn solar modules with 40 rum frames
VSyy,ZZ.AAA.brb
Vikram
Where "yy"can be M, P, MBB, MH, MS, MHBB, or PBB;' 'can be 60 or 72;."AAA" is the module power
rating; and "bb" can be 03, b4 or 65,
VSUN modules with 35 and 40 mm frames
VSUN VSUNxxx-YYz-aa
I I Where "YY" can be 60, 72, 120, or 144; 'Ycan be M, P, MH, PH, or BMH; and "aa" can be blank, BB, BW, or
I Waaree modules with 40mm frames
WSYy-Xxx Waaree
where "yy" can be blank, M, or MB
----------
winaico modules with 35 and 40 mmframes
Winaico ( Wsy-)=Za
Mere "Y" canbe either P or T. 'Z'can-be either M, P, or MX- and,"a'! can be blank or 6
Yingli modules with 35 and 40 mm frames
Yingh YLxxxZ-yy
'Where "T' can be D or P; "yy" can be 29b 30b , 34d, 35b, 36b or 40d ZN Shine modules with 35mm frames
ZN Shine ZXMY-AAA-)o(YJ I M
NEW PV SYSTEM:
7.51 KWp
Faustino Rivera Martinez
6774 Shelby Lynn Way,
Zephyrhills, FL 33542
Rev
Description
Date
11
DATE DRAWN
04,06.22
I
DRAWN BY
NAREK Y.
CHECKED BY
Where "Y" can be 6 or 7, "AAA" can be 72, NH120, NH144 or SHDB144
SCALE
AS INDICATED
SHEET
_130LAR D-7,
pe,eatopxom
Eaton general duty non -fusible
safety switch
DG222URB
UPC:782113144238
Dimensions:
• Height: 14.38 IN
• Length: 7.38 IN
® Width: 8.69 IN
Weight:9 LB
Notes:WARNING! Switch is not approved for
service entrance unless a neutral kit is installed.
Warranties:
Eaton Selling Policy 25-000, one (1) year from
the date of installation of the Product or
eighteen (18) months from the date of shipment
of the Product, whichever occurs first.
Specifications:
-Type:Non7fusible, single -throw
- Amperage Rating: 60A
- Enclosure: NEMA 3R. Rainproof
- Enclosure Material: Painted galvanized steel
- Fuse Confinuration: No
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LIC. NO.: CVC 57028
HIC. NO-
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS.
A
fro® 86008
STATE OF
0
R
f - IV1 I
z,/ Z. i L3
• Number Of Poles: Two -pole
• Number Of Wires: Two -wire NEW PV SYSTEM:
• Product Category: General duty safety switch 7.51 KWp
Voltage. Rating: 240V Faustino Rivera Martine;
Supporting documents: 6774 Shelby Lynn Way,
Eaeons Volume 2-Commercial Distribution Zephyrhills, FL 33542
DATE DRAWN 04.06.22
DRAWN BY NAREK Y.
CHECKED BY
SCALE ASINDICATED
SHEET
SOLARD-8,
RJ-1
Residential Transition Box
The Soltection RJ-1 rooftop junction box with flashing
provides a safe, secure, and NEMA 4X watertight
solution for the Solar installer to penetrate the roof
for attic runs and make the proper wire connections.
The product is designed to be simple to install,
minimize time on the roof, while additionally
providing higher levels of protection for the point of
penetration in the roof as well as electrical
connections inside the junction box,
RJ-1 Features& Benefits
Soltection's new RJ-1 is a junction box with integrated
flashing to be used on residential solar installs with
composite shingle roofing.
Ground bar included
in standard offering
Fewer mounting holes
equal better seal
jl
Key Features
Specifications
*
Designed specifically for solar installations
Enclosure
*
Light weight
*
Non-metallic ---dill NOT rust/corrode
Material: Polycarb blend w/ UV inhibitors
UV Stabilize& Yes. Captive screws in NEMA 4X —po ured
*
Easy to dfill/modify
ImpacT Resistance- Yes cover will not fall out in place gasket
*
Captive screws in cover- will not fall out
Weight: 2,731b
*
Minimal design, small footprint
Color: Graphite 'Eilac I k
*
NEMA 4X rated
*
All roof penetrations cover
Key Features
by Nerna U enclosure
Dimensions
Prosolar Systems LLC
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LIC. NO.: C.
57028
HIC. NO.:
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS,
..........
C E
No.86008
_0 STATE OF
0
0 R ID.
Flashing Dimensions (Approximate): 13" x 18"
* Cost effective
N
Enclosure Dimensions (Approximate): 8"x 8"
0 Light weight (2.73 lbs)
Total Product Height: 3.5"
* Dark Graphite color- blends in with any rooftop
Cubic lnrhes� 224 Cubic Inches
Fa
C us
Non-metalric: will not, rust/corrod 6
E
Easy to drillilmodify- - -
LISTED
Designed specifically Vith solar installer in mind
s Minimal design, small footprint
_Rev
Soruection by Vyackler
softection by Vynckier
Vynckier Enclosure Systerns
IjS Vynckier EnrTosure Systems
.1 T
271 mccalty sueet, Kouston, TX 77029 USA
271 McCarty Street, Houston, TX 77029 USA
1,866,227.0577
+1;866,22TO577 -
m-rWsoftectioacom
CHE
EW PV SYSTEM:
7.51 KWp
74 Shelby Lynn Way,
ephyrhills, FL 33542
Description Date
----------
)RAWN 04.06.22
14 BY NAREK Y.
.ED BY
SCALE AS INDICATED
SHEET
SOLAR D-9
Enphasee Energy // Rapid Shutdown
Rapid shutdown is built-in
What's new in Section 690.12?
NFG 20 1,1/201 �, 3pc,,on, 69012 appNes
P -ondl �(A)rsuvor 1fool'mm V c
,re IIV array and reqjjro,,, ha",he
con rkic;ors puvverrho :_O v,, Ms
anl(l �)40 volt amperes, v,,,dhin 10
oI r.i1 € shw�,
String inverters require work arounds for rapid shutdown
Work around.
hox ins/",�Aoo, on tho
j,,A Nn 10 feel of
Work around.
CERTIFICATE OF COMPLIANCEI
FAIRPRIM"
Report Reference
Issue Date
20180626-E341165
E341165-20171030
2018-June-26
Issued to: Enphase Energy Inc.
1420 N. McDowell Blvd. Petaluma, CA 94954-6515
This is to certify that Pholovolic Grid Support Utility Interactive Inverter with Rapid Shutdown
representative samples of Functionality
Prosolar Systems LLC
Address:
1100 W. Oakland Park
Blvd #8
Wilton Manors, FL 33311
Phone Number:
Tel:(888) 462-5005
LIC. NO.: CVC 57028
HIC. NO.:
ELE. NO.:
UNAUTHORIZED USE OF THIS DRAWING SET
WITHOUT WRITTEN PERMISSION FROM
CONTRACTOR IS IN VIOLATION OF U.S
COPYRIGHT LAWS AND WILL BE SUBJECT
TO CIVIL DAMAGES AND PROSECUTIONS,
%I �A, -Iry,
//I/
Z A
N
"r, E
No. 86008
hmu-i aiccessibie lo firsStandard(s) for Safety: ihal i.s
8,Sfly +
UL 1741, Standard for Safety for Inverters, Converters, Controllers ZT
e",
STATE OF
and Interconnection System Equipment for Use With Distributed®&
Energy Resources, UL 1741, Second Edition, dated January 28,
2010. Including the requirements in UL 1741 Supplement SA, RM.
Work around. sections as noted in the Technical considerations. 7- ,
IEEE 1547, IEEE Standard for Interconnecting Distributed Resources
xtt"'i �o,ldl 11l n ins"EfflaN)n. Residential String Inverter Commercial String Inverter with Electric Power Systems.
IEEE 1547, 1, IEEE, Standard for Conformance Test Procedures for
Equipment Interconnecting Distributed Resources with Electric
Power Systems.
UL 62109-1, Safety of Converters for Use in Photovoltaic Power
hose comes standard with. rapid shutdown rcapability Systems - Part 1 -,General Requirements" IEC,62109-2, Safety of
Power Converters for use in Photovoltaic Power Systems, - Part 2:
01e: MR Particular Requirements for Inverters.
CSA C222 No. 107A -01, General Use Power Supplies,
Afl npoase n iim-Af i npnaso, n-iicroin Additional Information: See the UL Online Certifications Directory at
'1ficAv s� i��! ,R)'Iv�-
_H, www.ul.comildatabase for additional information NEW PV SYSTEM:
'R, In -`ticalt , 1, - -Ig
v,erfj previously in�stalled, IA'rna V oavi;
in"! eref ,ly mi?p(i oniv lov,, voHageDC Only those products bearing the UL Certification Mark should be considered as being covered by UL's 7.51 KW
sh ildu4vn req,
Certification and Follow -Up Service,
no additiond e,,quiprrx�nt 0 noduleFaustino Rivera Martinez
nkarounds ,.
Look for the UL Certification Mark on the product.
Or 'AlI
6714 Shelby Lynn Way,
Zephyrhills, FL 33542
Rev Description Date
Residential fteroinverter CommertiallAfficroinverter
AJL LLC
Any mW90L Me* serxkes are provides arf betWf of UL LLC (ULn,r anY� Ileenxeol OL, For questrs, pMase
DATE DRAWN 04.06.22
To learn more, visit enphase.-com ENPHASE. Page 1 of 9 DRAWN BY NAREK Y.
CHECKED BY
SCALE AS INDICATED
SHEET
LARD-40
Work around.
Snng inv-ru'r
)n rot.-�f, a lx,sTib,
itlarc; ( A
v)
Models IQ7-60, IQ7PLUS-72, and IQ7X-96, followed by -2, -5, -B, or -
ACM, followed by -U&
Have been investigated by UL in accordance with the
Standard(s) indicated on this Certificate.