HomeMy WebLinkAbout22-4243City of Zephyrhills
Phone: "": 0.
780-0021
� tt
L I C-004243- 022
Issue Date: 06/10/2022
REINSPECTION i.4' Reinspection fees will comply
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 - be ♦ • - to this property that
foundmay be in the publiccounty,♦ there may be •governmental
federalentities such as water management, state agencies or •
`; � 'M i i . 4 • " ;1 :...� k it .� s i l' ' ' .: 4 ! i 4
accordance with City Codes and Ordinances. N6"OCCUPANCY 13EFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SI RE
PE IT OFFICE
THOUT APPROVED INSPECTION
"` NOTICE REQUIRED
813-780-0020
City of Zephyrhills (permit Application
Building Department
. Y:
Fax•813-780-0021 , ,
t U
Date Received 06/10/22 Phone Contact for Permitting (727 2 4 v 7218
Owner's Name Juan Manautou Owner Phone Number 813-469-3556
Owner's Address 6214 Silver Oaks Dr. Owner Phone Number
Fee Simple Titleholder Name ^� Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 6214 Silver Oaks Cyr. Zephyrhills, FI 33542 LOT# 10
SUBDIVISION Siyer Oaks PARCEL ID# 03-26-21-012A-00000-0100
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD(ALT = SIGN DEMOLISH
11 INSTALL D REPAIR
PROPOSED USE SFR COMM OTHER sma�Pa,�ls
TYPE OF CONSTRUCTION BLOCK a FRAME STEEL
DESCRIPTION OF WORK Installation of PV Solar panels.
BUILDING SIZE So FOOTAGE HEIGHT ®�
=BUILDING �� VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $27 317.00 AMP SERVICE PROGRESS ENERGY W.R.E.C.
PLUMBING 1$ 1
=MECHANICAL 1$ 1 VALUATION OF MECHANICAL INSTALLATION
[GAS ROOFING u SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y ( N
Address License #
ELECTRICIAN f~ COMPANY Freedom Forever
....
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address 010 51 st A E #111 Palmetto FI 34221 License # I FC13008056
PLUMBER COMPANY
SIGNATURE REGISTERED Y (N �CURR.N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License # 7 �T
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, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans 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. (A/C upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/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" orfinal 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 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 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" poor 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 of 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.
FLORIDA JURAT (F,S. 117.03)
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
_b
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
Subscribed and
me this
Cl
as identification,
k Notary Public
CommissicNo.
Name of Notary typed, printed or stamped
RMSIERRA C GRAY
Notary Public - State of Florida
",,,A Commission # HH 114656
my Comm. Expires Apr 6, 2025
Bonded through National Notary Assn.
THIS INSTRUMENT PREPARED'BY:
Name:
Address: 2619consulate m,Ste Boo
Orlando, FL 32819
PhOTICE OF COMMENCEMENT
Perrrait Number
Parcel ID Number: 03-26-21-012A-00000-0 100
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes 1,1e
following information is provided in this Notice of Commencement.
1, DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
2. GENERAL DESCRIPTION. OF IMPROVEMENT:
installation of photovoltaie solar panels an rooftop.
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Interest in property: owner
Address:
4, CONTRACTOR: Name: Freedom Forever, LLC Phone Number: 727-294-7218
Address: 2010 51stAve E Ste ill Palmetto F1 34221
S. SURETY (if applicable, a copy of the payment bond is attached)* Name:
Address:.— Amount of Bond:—___.,
6o LENDER: Name: Phone Number:
Address:
7. Persons within the State offlorida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713,13(1)(a)7., Florida Statutes.
Address:
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713. 13(l)(b), Florida Statutes, Phone number-
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWkER.. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT, "RF
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORV__Y
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
X VAO V� an -Li ct
(Sid�tvry of , ort6h'M- �J— (Print Name and Provide Signatory a TitivOlffice)
_Cmna, , or Owner's or LeNsee
State 01 r5ofida County of Pasco
The foregoing instrumen I twas acknowledged before me by means of [)a physical presence or C ] online notarization, this 12th day of
May 20_4 , by (name of person acknowledging), who is personally known to me; or
has produced as identification.
'kW C GRAY
Notary Nblic - Stitt of Florida Signature of Notary iblic
Cotnintislon # HH 114656
My Com. Expires Apr 6, 2025'
Bonded through National Notary Assn,
13
State Of Florida, Count Of Pasco
This is to certify that the foregoing Is a
true and correct copy of the document
• on file or of public record in this office,
press my hands d official seal this
.214 a^.,, day C�9!I
b Nikki.7arez owlo w Clerk omptroller
Pat5tdrlty,l� n
�` y ,g putt' Clerk
Current
Renewables
Engineering
Attn: To Who It May Concern,
Pr(�ject Name;JUAN MANAUTOU
Project Address:
STAMPED 06/h/tOA EXPZ28/2023
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
Projec.ts@currentrenewableseng.com
i 96o, Chicago Ave, Sitite 'Riverside, CA 92,507
ww%,v,,c,ti,i,rei,it:i-ei'tewableseiig.co,il'I ��%�L25 ,6!7
1N'1'E,GR1T'Y` PRO Fi�',SSTONAI,,IS'c%I"Ct"S'I'OMER'l-"�X,1"11�IgR,11,,All�"IN4'Cl',"I
Current
Renewables
Engineering
NOM
Subject: Structural Certification for Installation of Residential Solar
re job: JUAN MANAUTOU, 6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL, 33542
Attn,: To Whom It May Concern
Afield observation was performed todocument the existing framing ufthe above mentioned address. From
the field observation,theex|st|n'roofstructurewasmbsmrvedas:
ROOF1: Shingle roofing supported by 2x4 Truss @ 24 in, OC spacing. The roof is sloped at approximately
22degrees and has amax beam span of6ftbetween supports.
Code: 2OZ0F[Building Code s7thEdition (ASCE7-1G)
U|tWind Speed: -145rnph Ground Snow: Opsf
Exposure Cat: C Min Roof Snow: NA psf
After review oYthe field observation and based onour structural capacity calculations inaccordance
with applicable building codes, the existing roof framing supporting the proposed solar panel
- layout has been
determined tobe�
� '
ROOF 1: adequate to support the imposed loads. Therefore, no structural upgrades are required,
Current RenemeNesEngineering Inc.
Professional Engineer
pro]ects@cnan8.so|ar
STAMPED06/W3/2022 EXP 2/28/2023
z��Avi,',SummD15,�dm,A�6�
m�mA"wr"'n"'n 1 951,254�565,13
1NTE131 IN > PR(1'-,z,SSnONeU�A V cusT0xxsnsXwFm|FwCs
urrent
Renewables
Engineering
Freedom Forever LLC
43445 Business Park Dr Suite 110
Temecula, CA 92590
Attn,: To Whom It May Concern
re job: JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL
33542
The following calculations are for the structural engineering design of the photovoltaic panels and are valid
only for the structural info referenced in the stamped plan set. The verification of such info is the
responsibility of others.
After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads.
All mounting equipment shall be designed and installed per manufacturer's approved installation
specifications.
code
Live Load:
U It Wind Speed:
Exposure Cat:
Ground Snow:
2020 FL Building Code 7th Edition
ASCE 7-16
20 psf
145 mph
C
0 osf Min Roof Snow: NA
Current Renewables Engineering Inc.
Professional Engineer
projects@ cren g.sola r
I % k,,, a g c i d" 9 2 'S 0 7 960 C Ave, Suite D, \�`
om 951,254,5655
IN 'T'i", G R H"Y PROFEWONAUSM C L IS TO Pvl [,, R ',-,X P E R I E N C L
^Current
'Engineering
` RoofType=
RoofPkzh(deu)=
Mean Roof
—Height (fd=
Attachment TribVVidth (t)=
Attachment Spacing (ft)=
Framing Type
Framing Size "
Framing OCSpacing (|nj-
Section Thickness, h(in.)=
SectionDepth, d (|n.) =
Section Modulus, Sx(in .^3)=
Moment ofInertia, |x(in .^4)=
FraminA8pon(ft)=
Defection UmitD+L (|n.)
Deflection Limit So (in.)
Framing Upgrade :
Sister Size =
Wood Species =
Wood Fb(psi)=
Wood Fv(pd)=
Wood E(po|)=
CD (Wind)
^ CD (Snow)
[w=Ct=CL =Ci
Cf"
Cr
F'b mdnd(ps|)
F'b_snmvv(psi)
Fnd(ps8
F'v_snow(psi)
M_aUovvab\e_wind(|b4t
M—allowable_snow(|b-ft)
V_aUowable_wihd(|bd
V_aUovvab|e_snow(|ba)
E'(ps|)
Load Calculation:
l�Q0�h�a�mAve SumleD,11,,,��,,("A�2507
Job Code: ]UANMANAUTOU
,Current
Dead Load Calculations:
Job Code: JUANyWANAUTOU
Panels Dead Load (psf)=
3.0
Roof I
Roofing Weight (psD=
80
Decking Weight (psH=
2�0
Framing Weight (psH=.
06
Misc. Additional Weight (psf) = .
1.0
Existing Dead Load (pd)='
6.6
Total Dead Load (psf)=
9,5
lWind Load Calculations:
Ultimate Wind Speed (mph)=
145
Directionality Factor, kd=
Q.85
Topographic Factor, kzt=
1.0
Roof 1
Velocity Press ExpFactor, kz =`
0.05
Ground Elevation Factur,ke=
1.00
Velocity Pressure, qz(psf)='
30.8
Array Edge Factor, yE=
1,25
Solar Equalization Factor, ya=
038
External Pressure Up, GCp_1=
-1.5
External Pressure Up, GCp_2 ='
-2.2
External Pressure Up, BCp_3=
-23
External Pressure Down, GCp=
O�G `
Design Pressure Up, p_1(ps8=
-51.0
Design Pressure Up, p_2 (psf)=`
~74.8
Design Pressure Up, p_3(psf)='
-78.2
Design Pressure Down, p (psf)='
20.4
Ref VVidthravvo|Value, VV(|b/in)=
265
(Cm = C,= {'m= 1.0) C, =
1.6
Adjusted VVidthrama|Value, Ny(|bAn)=`
426
Lag Penetration, pOnj=
2.6
Allowable VVidt''� Force, VV'p(|bs)=
1064
Applied Uplift Fnrce(|bs) =
-462 '
hc""I"'g,,n A ���,�hm������A 9,2,1,507
�M""KXwHNr�r�r�n�����me���o�
current
Renewables
Engineering
Ref. Lateral Value, Z (lbs) =
270
(CM = Ct = C6 = C'g = 1-0) CD =
0:9
Adjusted Lateral Value, Z' (lbs) =
243
Applied Laeral Force (lbs) =
15
Angle of Resultant Force, ex (deg) =
88
djusted Interaction Lateral Value, Z',. (lbs) =
1060
Lateral DCR =
0.01
Roof Framing rhprkqe
Job Code: JUAN MANAUTOU
4 of 6
Force Checks:
Roof I
LC1: D+S
Applied Moment (lb-ft) =
58
Applied Shear (lbs) =
58
Allowable Moment (lb-ft) =
524
Allowable Shear (Ibs) =
725
Moment DCR =
0.11
Shear DCR =
0.08
LC2: D+0.6W
Applied Moment (lb-ft) =
131
Applied Shear (Ibs) =
131
Allowable Moment (lb-ft) =
729
Allowable Shear (Ibs) =
1008
Moment DCR =
0.18
Shear DCR =
0.13
LC3: D+0.75(S+0,6W)
Applied Moment (lb-ft) =
113
Applied Shear (lbs) =
113
Allowable Moment (lb-ft) =
729
Allowable Shear (Ibs) =
1008
Moment DCR =
0.15
Shear DCR =
0.11
LC4: 0.6D+0.6W
Applied Moment (lb-ft) =
149
Applied Shear (lbs) =
149
Allowable Moment (lb-ft) =
729
Allowable Shear (lbs) =
1008
Moment DCR =
0.20
Shear DCR =
0.15
I 'K 1960 "m"te, Rivt,,�skle, CA 9,2,,5("),7
`5 i"i 5
Job Code: JUAN MANAUTOU
Current 5of6
}�� i\:��Y1 ihw \nib'' x'l`'z �`��2��� �,�.
U� � e `pggp�lrn �k� "`.\� ��*M12 i ��v. `�eN
Engneering
Deflection Checks Service Level ;
Roof 1
LCl: D+L
Deflection (in.) =
0.02
Deflection Limit (in.) =
1.38
Deflection DCR =
0.01
LC2: S
Reflection (in.) =
0.00
Deflection Limit (in.) =
0.92
Deflection DCR =
0.00
LC3: W (Down)
Deflection (in.) =
0.01
Deflection Limit (in.) =
0.92
Deflection OCR =
0.01
LC4: W (Up)
Deflection (in.) =
-0.03
Deflection Limit (in.) =
0.92
Deflection DCR =
0.03
Seismic Check:
Existin Wei" ht:
Wall Weight (psf) = "
17
Tributary Wall Area (ft) =
1000
Total Wall Weight (lbs) =
17000
Roof Weight (psf) =
7
Roof Area (ft) =
2400
Total Roof Weight (lbs) =
15844
Total Existing Weight (lbs) =
32844
Additional PV Weight:
Total Additional PV Weight (lbs) =
926
Weight lncrease:
(Existing W + Additional W)/(Existing W) = 103%
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 e�f 5co�a of Work ertd Liabilii��
Existing structure is assumed to have been designed and constructed following appropriate codes at
M, ?.)a., ek °"i�,.4. Avi,%
St. xk`C CA u .5{.e„7
.',., 951 P.; u
iN T k.("'R'ITY P P, 0 ltl5,{'.,
N A L ,:fir'} t.U; S i',, N"If,lt CAN,,iRIE vt,.k<:.
Job Code: JUAN MANAUTOU
Current 6 of 6
Renewables
Engineering
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
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 s all veri t e raming sizes, spacings, an
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.
19f,5
i VV 'IN" ,J� 11,11nteb1c, sw iq,,,, oo
flN,-I,'E,,'S'IIP'YfY P,R (,) f E S S � -0 N A iJ S KII CUSTONI�',',R i,-,XPEI'-RiEN0,,,
SYSTEM
CODES:PHOTOVOLTAIC
CONSTRUCTION NO
THIS PROJECT COMPLIES WITH THE FOLLOWING:
2020 7TH EDITION FLORIDA BUILDING CODE: BUILDING
CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND
a..
2020 7TH EDITION FLORIDA BUILDING CODE: RESIDENTIAL
ARE NOT MEANT TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS.
2020 7TH EDITION FLORIDA BUILDING CODE: MECHANICAL
ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT
2020 7TH EDITION FLORIDA BUILDING CODE: PLUMBING
POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE
2020 7TH EDITION FLORIDA BUILDING CODE: FUEL GAS
MOUNTED.
2020 7TH EDITION FLORIDA BUILDING CODE: ENERGY CONSERVATION
MODULES SHALL BE TESTED AND 1NDENTiF1ED WITH FIRE CLASSIFICATION 1N
2020 7TH EDITION FLORIDA BUILDING CODE: EXISTING BUILDING
,LISTED
ACCORDANCE WITH UL 2703. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER
2020 7TH EDITION FLORIDA BUILDING CODE; ACCESSIBILITY
SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD.
2020 7TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA)
2017 NATIONAL ELECTRIC CODE (NEC)
DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY
AS ADOPTED BY CITY OF ZEPHYRHILLS
EXCAVATION TAKING PLACE
-
PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM
DC DISCONNECT/INVERTER AS PER 2017 NEC SEC 250.166(A).
TAMPE ib fti3/2022 EX 2/28/2023
SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF ART. 690 OF THE 2017 NEC
ICI
THE MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR LIFER
UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM
SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS 11 SAFETY) AND UL 1741 STANDARDS
CLIENT:
JUAN MANAUTOU
INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT
6214 SILVER OAKS DRIVE, zEPHYRHILLS, FL
ATTACHED TO THE ROOF USING CONDUIT MOUNT.
33542
AHJ: CITY OF ZEPLiYRHiLLS
4s
UTILITY: DUKE ENERGY (FL)
fr'
1. Prig to commencement of error:, the contractor shalt verify the framing sizes,
PHONE: $13469$556
spacings, and spans noted in the stamped plans and accompanying calculations
=
and notify the Engineer of Record of any discrepanr ses prior to starting
construction.
2, These plans are stamped for structural code compliance of the mof framing
supporting the proposed PV installation referenced only. These plans are not
stamped for water leakage. PV modules, racking, and attachment components
SYSTEM:
must foi3o3nrrrranu#acturetguideliaaesand requ,eerlenis-
:17 X 415 DC = 7,055 kto
SYSTEM SIZE (DC):
S, Please see accompanying Structural Calculations report for details regarding
SYSTEM SIZE (AC): 5.000 kW @ 240V
calculations as well as limits of scope of work and iiauility.
MODULES: 17 X CANADIA# SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
'..
THIS SYSTEM IS DESIGNED FOR
INVERTER: SOLAREDGE SE500OH-US [SI1]
WIND SPEED: 145 MPH
CATEGORY C EXPOSURE
--- --- — ----- ---------------- ----------------------------------
DOTE TO INSTALLERS: VERIFY THE ROOF FRAMING INFO BEFORE INSTALLATION AND NOTIFY
SITE LOCATION
THE FOR AT IF THERE IS ANY INCONSISTENCY BETWEEN SITE VERIFICATION AND FOLLOWING:
WITH MAXUNSUPPORTED I�AP�
T F CONTENTS:
EQUAL OR LESS THAN 6 FT,CI
PV-1 SITE LOCATION
REVISIONS
PV-2 SITE PLAN
NO. REVISED BY {SATE
PV-2A ROOF PLAN WITH MODULES LAYOUT
PV-2B STRUCTURAL CALCULATIONS
- - -
PV-3 MOUNTING DETAILS
freedom
PV-4 THREE LINE DIAGRAM
F 0 R, v r ..
PV-5 CONDUCTOR CALCULATIONS
FREEDOM FOREVER 0 LC
2619 CONSULATE DR SUITE $Ofl, ORLAND6,
PV-6 EQUIPMENT & SERVICE LIST
Tel: FL3z$1s
($00) 3$5-5075
PV-7 LABELS
GREG ALBRIGHT
F
PV-7A SITE PLACARD
,
Iz
PV-8 OPTIMIZER CHART
:.
PV_9 SAFETY PLAN
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
PV-10 SAFETY PLAN
EC13008056
APPENDIX MANUFACTURER SPECIFICATION SHEETS
SITE LOCATION
JOB NO: DATE: DESIGNED BY:
[SHEET:
230674 5130/2022 A.MS- PV_q
I
LEGEND:
BOB WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 10'
THIS SYSTEM DESIGNED WITH:
L,__111
OBSTRUCTION
WIND SPEED: 145
0
PIPE VENT
MODULES
CONDUIT
SETBACK
AC]
F
AC
C-1
DISCONNECT
1;
Fspl
MSP
0
JUNCTION
BOX
FINV]
INVERTER
P—M]
[
PRODUCTION
METER
PV-SYSTEM
7.055 kW -DC
5.000 kW -AC
(E) MAIN SERVICE PANEL (IN GARAGE)
(E) UTILITY METER
(N)AC DISCONNECT EATON DG221URB
(OR EQUIVALENT)
(N) SOLAREDGE SE500OH-US [Sji]
INVERTER WITH RAPID SHUTDOWN
(N) JUNCTION BOX
(N) 17 CANADIAN SOLAR: CS3N-415MS (415W)
4
PROPERTY LINE
I ROOF AREA: 3089 SO FT i
CLIENT,
JUAN MANAUTOU
6214 SILVER OAKS DRIVE. ZEPHYRHiLLS, F
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [S11
REVISIONS I I
NO. REVISED BY I DATE I
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C, I v I R
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SITE PLAN
JOB NO: I DATE:DESIGNEDBY. SHEET:
230674 5/30/2022 A.M, PV-2
LEGEND: MODIFIED SETBACKS PROPOSED AT RIDGE:
TOTAL ARRAY AREA = 372.13 SF
TOTAL ROOF AREA = 3089 SF
OBSTRUCTION TOTAL ARRAY AREA AS A % TO ROOF AREA = 12.05%
12.05% < 33%
0 PIPE VENT
11 MODULES BOS WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 10'
CONDUIT
r/2
SETBACK
F-
AC]
AC
DISCONNECT
Fm -sp]
MSP
JUNCTION
BOX
I 7NV
INVERTER
Fp-ml
PRODUCTION
METER
PV SYSTEM
7.055 kW -DC
5.000 kW -AC
THIS SYSTEM DESIGNED WITH:
WIND SPEED: 145
m
ROOF PLAN '
SCALE: 3/321f 1r-o-0-
11
ROOF AREA: 3089 SO FT
CLIENT:
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL
ESS 33542
Ifs AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
NOTES:
1, EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS
2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES
3. JUNCTION BOX IS MOUNTED TO THE RAIL.
SYSTEM SIZE (DC): 17 X 415 = TOSS kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [Sill
REVISIONS
'10- REVISED BY DATE
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FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
CONTRACTOR K E-
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
ROOF PLAN WITH MODULES LAYOUT
JOB NO: DATE: DESIGNED BY: SHEET:
230674 5/30/2022 A.M.PV-2A
-ffEi!!m
ARRAY FLOOR PLAN WITH MODULES LAYOUT
Scale- NTS
ii6CT OR STRUCTURAL SCREW
WITH 2-1/2" MIN. EMBEDMENT
AND FLAT WASHER
PV ARMY SECTION VIEW
So JMle- NTS
MAX ATTACHMENT SPAN - TA GEED
NOTE TO INSTALLERS: VERIFY THE ROOF FRAMING IN BEFORE INSTALLATION AND NOTIFY
THE ECIR AT IF THERE IS ANY INCONSISTENCY BETWEEN SITE VERIFICATION AND FOLLOWING:
2x4 TRUSSES @ 24" SIC SPACING WITH MAX UNSUPPORTED SPAN
0), ull
S�V_`
TRIMRAIL
CANADIAN SOLAR:
CS3N-415MS
SLIDER AND TRIMRAIL
ROOF ATTACHMENT
ROOF DECK
MEMBRANE
!ING
STAINLESS STEEL LAG
OR STRUCTURAL SCREV
12-112" MIN. EMBEDMEN
FLAT WASHER
BUILDING STRUCTURE
ATTACHMENT DETAIL
Scale: NTS
ffiffiffm
tt ed
S_ _4
ICRORAIL
:ANADIAN SOLAR:
:S3N-415MS
ROOF / DECK MEMBRANE
;LIDERS
9FOAMIRM
/16" STAINLESS STEEL
AG BOLT OR
;TRUCTURAL SCREW
VITH 2-1/2" MIN.
,MBEDMENT AND FLAT
VASHER
CLIENT:
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS,
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM:
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE {AC}: 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [SI11
I I REGIONS I NO, I REVISED IY 1 DATE
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FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385- 1075
GREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
G DETAILS
MOUNThIN,.d
JOB NO: I DATE: I DESIGNED BY. SHEET:
230674 5/3012022 1 AM, PV-3
BACKFEED BREAKER SIZING
MAX. CONTINUOUS OUTPUT 21.00A @ 240V
21.00 X 1,25 = 26.25AMPS 30A BREAKER - OK
SEE 705.12 OF 2017 NEC
150 X 1.20 = 180
180 - 150 = 30A ALLOWABLE BACKFEED
PVSYSTEM
T055 kW -DC
5.000 kW -AC
STRING-1
^S3 415MS(4151,'V)
SOLAREDGE S440
POWER OPTIMIZERS
2 - #10 AWG,
_ PV WIRE
1 STRING-2
I 9 CANADIAN SOLAR: CS3N-415MS(4151P1)
]
I
JUNCTION
BOX
I (�1
----------------
SOLAREDGE S440
POWER OPTIMIZERS
2 - #10 AWG, PV WIRE
1 - #6 AWG IN FREE AIR OR
#8 AWG MUST BE IN EMT CONDUIT
(N)SOLAREDGE
SE500OH-US [SI1]
\INVERTER
F \A7C
_
RAPID
SHUTDOWN
4 #10 AWG, THWN-2 SWITCH
1 - #8 EGG THWN-2
IN 3/4" OR
LARGER EMT CONDUIT
(N)30A RATED
AC DISCONNECT
EATON DG221URB (OR
EQUIVALENT)
KNIFEBLADE, LOCKABLE,
NEMA 3R, UL LISTED
a
3 - #10 AWG. THWN-2
1 - #8 EGO, THWN-2
IN 314" OR LARGER EMT
CONDUIT
3 - #10 AWG, THWN-2
1 -#6 EGG, THWN-2
IN 3!4" OR LARGER EMT
CONDUIT
IN) 30A! 2P PV
BREAKER
STAMP 06/0 3t202 EXP 2/2812 2
(E) UTILITY METER
(E) 150A RATED
MAIN SERVICE PANEL
1PH, 120/240V 60HZ
(E) 150A ! 2P MAIN
BREAKER
(BOTTOM FED)
ICONNECT TO EXISTING UFER
NOTE:
CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED
ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT
TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS,
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM:
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5,000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415M S
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [SI1j
REVISIONS
UO. REVISED BY DATE
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO.
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
fi
1 '
n. f
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
THREE LINE DIAGRAM
JOB NO: I DATE: I DESIGNED BY: SHEET:
230674 5!30!2022 A.M. PV-4
MODULE INFO
MAKE/MODEL: CANADIAN SOLAR: CS3N-415MS
Voc: 45A V
Vmp: 37.8 V
ISO: 11,68 A
Imp: 10.98 A
STC RATING: 415 W
RTC RATING: 415 W
MAX DC CURRENT: Imax
= 1.25 X (OPTIMIZER OUTPUT CURRENT) = 1.25 X 15 = 18.75A
MAX AC CURRENT: Imax
= 1.25 X (SUM OF MAX CONTINUOUS OUTPUT CURRENT FROM INVERTERS)
= 1.25 X (21,00) = 25.25A
AMPED 0603/2 2 EX 2/28/2023
WIRE SCHEDULE
CLIENT:
JUAN MANAUTOU
RACEWAY
#
EQUIPMENT
WIRE LOCATION
CONDUCTOR
QTY.
AWG
WIRE
SIZE
STARTING
ALLOWABLE
AMPACITY @ 90°C
310.15(B)(16)
STARTING
CURRENT
APPLIED TO
CONDUCTORS
IN RACEWAY
TEMPERATURE
CORRECTION
FACTOR
FACTOR
310,15(B)(2)(a)
ADJUSTMENT
FACTOR FOR
MORE THAN 3
310.15(B)(3)(a)
ADJUSTED
CONDUCTOR
AMPACITY
@ 90°C
MAXIMUM
CURRENT
APPLIED TO
CONDUCTORS
IN RACEWAY
6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE:8134698556
1
2
DC
DC
MODULE
OPTIMIZER
TO
TO
OPTIMIZER
JUNCTION BOX
ROOF / FREE -AIR
ROOF I FREE -AIR
2
2
10
10
40
40
14.60
15,00
1
1
1
1
40.00
40.00
18.25
18.75
3
DC
JUNCTION BOX
TO
INVERTER
EXTERIOR WALL
4
10
40
15.00
1
0.8
32:00
18,75
SYSTEM;
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
4
AC
INVERTER
TO
AC DISCONNECT
EXTERIOR WALL
3
10
40
21.00
1
1
40.00
26.25
zOLARR:
MODULES: 17 X SYSTEM SIZE CA 5.000NADIAN SOLAR:
5
AC
AC DISCONNECT
TO
POI
EXTERIOR WALL
3
10
40
21.00
1
1
40.00
26,25
Cs3N-415Ms
OPTIMIZERS: 17 X SOLAREDGE 5440
INVERTER: SOLAREDGE SE500OH-US [SH
REVISIONS
NO. REVISED BY DATE
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
r
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
CONDUCTOR AMPACITY CALCULATIONS IN ACCORDANCE WITH NEC 690.8.
CONDUCTOR CALCULATIONS
JOB NO: I DATE; I DESIGNED BY: I SHEET:
230674 5130/2022 AM- PV5
BREAKER SIZES: SERVICE LIST:
30A PV BREAKER
MATERIAL LIST:
QTY.jPART
PART #
17
MODULES
116-415
17
OPTIMIZERS
S440
I
JUNCTION BOX
480-276
2
CONNECTORS
240-300
2
CONNECTORS
240-301
I
INVERTER
120-501
1
AC DISCONNECT
321-030
67
ROOF ATTACHMENT 1
261-602
13
SFM TRIM 1
241-253
33
SFM SLIDER 1
261-603
10
BONDING CLAMP 1
221-100
4
BONDING CLAMP 1
241-404
18
MOUNT ASSEMBLY 1
241-405
11
SFM SPLICE 1
261-604
3
SFM ATTACHED SPLICE 1
211-101
14_
TRIMRAIL 1
261-606
5
TRIM SPLICE 1
261-605
8
TRIMRAIL 1
211-115
17
GROUND LUG I
260-585
17
F --TRIM
END CAPS I
221-200
DESCRIPTION
CANADIAN SOLAR: CS3N-415MS
SOLAREDGE S440 POWER OPTIMIZER - FRAME MOUNTED MODULE ADD -ON
600VDC NEMA 3R UL LISTED JUNCTION BOX
STAUBLI I MULTI -CONTACT MC4 CONNECTORS (FEMALE)
STAUBLI / MULTI -CONTACT MC4 CONNECTORS (MALE)
SOLAREDGE SE500OH-US [S11] 240V INVERTER UL1741 SA CERTIFIED INTEGRATED ARC FAULT PROTECTION AND RAPID SH
'30A RATED 240VAC NEMA 3R UL LISTED
SFM INFINITY \ ROCKIT MICRORAIL
FLASHKIT SFM I ROCK -IT TRIM COMP DARK PA*T
FLASHKIT SFM / ROCK -IT SLIDER COMP DARK NUMBER PART TYPE
N/S BONDING CLAMP
TRIM BONDING CLAMP
MLPE MOUNT ABBY
SFM / ROCK -IT SPLICE
ATTACHED SPLICE 8 INCH
TRIMRAIL UNIV CLIP W/ HOW
TRIM SPLICE DRK
TRIMRAIL UNIV DRK
ILSCO GROUND LUG
UNIRAC SFM / ROCK -IT TRIM END CAPS
DESCPIPTION
SUGMTED
QUANTITY QUANINTY
STAMPM) 06/0312022 EXP 2/28/2023
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM:
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER SOLAREDGE SE500OH-US [Sill
REVISIONS
ASED BY
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FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, 5RLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
EQUIPMENT & SERVICE LIST
JOB NO: DATE: DESIGNED BY: I SHEET:
230674 15/30/2022 �PV-6
------- ---
705,12(B)(2)(3)(b)
mmmz��
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN
ENTIRE PSI SYSTEM
N
I
INVERTER
H you have any questions about your rilasm, please call
our Custome r Support Teafn at
1388.557-6431
or vlaft
This War FV SYMM r Inemli" by
fmtedom-
690.53
ARRAY
CLIENT:
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS,
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM SIZE (DC): 17 X 415 = 7,055 kW
SYSTEM SIZE (AC): 5,000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US fS111
REVISIONS
N0. �--REVISED BY DATE
freedo"', FREEDOM FOREVER LLCM
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
J
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
LABELS
NFPA 11,12.2.1,111 JOB NO: DATE: I DESIGNED BY: SHEET!
E 230674 5/30/2022 A.M.V, PV-7T
1. NEC ARTICLES 690 AND 705 AND FBC SECTION R324 MARKINGS SHOWN HEREON,
2. ALL MARKING SHALL CONSIST OF THE FOLLOWING:
A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING,
B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK.
C. AERIAL FONT,
3, ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND-WRITTEN,
4, SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP -RIVETS OR SCREWS,
STAMPED 0610,3/2 2 EXP 2/28/2023
CLIENT:
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS.
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM:
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US (Sill
I I REVISIONS 1 I
NO.. REVISED BY I DATE
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO.
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
f
3
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SITE PLACARD
JOB NO: 1 DATE: DESIGNED BY: SHEET:
230674 5/30/2022 A.M, I PV-7A
SAFETY PLAN MARK UP KEY
INSTRUCTIONS--
1 . USE SYMBOLS IN KEY TO MARK UP THIS SHEET. � PER ANENT A CHOR
2. SAFETY PLAN MUST BE MARKED BEFORE JOB
STARTS AS PART OF THE PRE -PLAN
1 DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE TEMPORARYANCHOR
& MAKE NOTES ON THE JHA SHEET
IN CASE OF IL EMERGENCY INSTALLER LADDER
NEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINIC FI3 1 JUNCTION / COMBINER BOX
Co
NAME: 0 STUB -OUT
ADDRESS:
SKYLIGHT
SAFETY COACH CONTACT INFORMATION
LADDER ACCESS (STEEP CLIENT:
.IUAN MANAUTOu
NAME: , <' GRADE OR GROUNDLEVEL 36214 35421LVEROAKSDRIVE,ZEPFYRHILLS FL
I l AHJi CITY OF ZEPHYRHILLS
PHONE NUMBER,
\ OBSTRUCTIONS) UTILITY: DUKE ENERGY (FL)
PHONE:8134698555
ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE
SAFETY PLAN AND SIGN INDICATING THAT THEY ARE
RESTRICTED ACCESS
AWARE OF THE HAZARDS ON -SITE AND THE PLAN FOR \
WORKING SAFELY. `� � ' � � �� CONDUIT
°*�q#�gD �
`1. 1a�.J["dt,.Jl..9T SYSTEM:
"+..0 SYSTEM SIZE (DC): 17 X 435 = 7.055 kW
SYSTEM SIZE (AC): 5,000 kW @ 240V
NAME SIGNATURE MODULES: 17 X CANADIAN SOLAR:
GAS SHUT OFF CS3N-415MS
, OPTIMIZERS 17 X SOLAREDGE 5440
INVERTER: SOLAREDGE SE5000H-US [Sill
H2OrvATER SIT OFF
g
171 SERVICE DROP
POWER LINES
REVISIONS
NO. REVISED BY DATE
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FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800. ORLANDO,
FL 32819
Tel: (800) 385-1075
DATE: TIME; GREG ALBRIGHT
re
CONTRACTOR L#CENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SAFETY PLAN
.JOB NO: DATE: I DESIGNED BY: SHEET:
230674 5130/2022 A, , PV-9
JOB HAZARD ANALYSIS
Crew leader to fill out all sections below, hold a pre -job safety meeting with all personnel, and upload this completed document and the Safety Plan to Site Capture
Ladder Access
® Ladders must be inspected before each use.
• Extension ladders must be set up on a firm and level surface at
a 4-to-1 rise to run angle (or 75 degrees) and the top must be
secured to the structure. Extension style ladders placed on
uneven, loose or slippery surfaces must additionally have the
base firmly anchored or lashed so the base will not slip out.
® Extension ladders must be used with walk-through devices or
the ladder must extend 36" above the stepping off point.
• A -frame ladders must only be climbed with the ladder spreader
bars locked in the open position-, A -frame ladders shall not be
climbed while in the closed position (ex, closed and used while
leaned against a structure).
0 Additional notes:
Mobile Equipment
® Only Qualified operators will operate equipment; operators must
maintain a certification on their person for the equipment being
operated.
• Type(s) of mobile equipment (Type/Make/Model):
Crew leader responsible for communication with the client:
1
Heat Related Illness Prevention
NOTE ADDITIONAL HAZARDS NOT ADDRESSED ABOVE
0 Employees shall have access to potable drinking water that is
(add as many as necessary by using additional sheets)
Client and public is excluded from work area by barricades (N/A,
fresh, pure, and suitably cool. The water shall be located as
Define the Hazard: Method/steps to prevent incident:
Yes, No):
close as practicable to the areas where employees are working.
Water shall be supplied in sufficient quantity at the beginning of
Traininq and Pre -Job Safety Briefing
the work shift to provide at least one quart per employee per
• All employees onsite shall be made aware of the specific hazards
hour for drinking for the entire shift. Employees may begin the
of this project and review this HJA during a pre -job briefing, and
shift with smaller quantities of water if they identify the location
Define the Hazard: Method/steps to prevent incident:
their signature indicates awareness of site conditions and the
and have effective means for replenishment during the shift to
plan to eliminate any hazards identified prior to and during the
allow employees to drink on quart or more per hour. The
project.
frequent drinking of water shall be encouraged.
0 Shade shall be present when temperature exceeds 80 degrees
• Crew leader (nameftitle):
Fahrenheit. When the outdoor temperature in the work exceeds
Define the Hazard: Method/steps to prevent incident:
80 degrees Fahrenheit, employees shall have and maintain one
Crew member (narneftitle):
or more areas with shade at all times.
New employees must be acclimatized. New employees will be
® Crew member (name/title):
monitored by their Crew Leader (site supervisor) for the first two
(2) weeks of employment or longer when necessary,
Define the Hazard: Method/steps to prevent incident:I I
a Crew member (name/title):
Employees will be allowed and encouraged to implement
scheduled breaks during each shift. Employees must take
Crew member (name/title): cool -down breaks in the shade any time they feel the need to do
Qualified operator(s): I I so to protect them from overheating. Supervisors are
Crew member (na ffitla): REQUIRED to allow employees any break period they need LLIENT
Material Handlingand,�a a during high heat conditions. JUAN MANAUTOU
Materials will be staged/stored in a way that does not present a Airborne Contaminants: a Cool Vests are encouraged for all employees at all times during 6214 SILVER OAKS DRIVE, ZEPHYRHILL
hazard to client, personnel or public. Materials stored on the 0 Asbestos -containing (Transite) piping (ACP) - Do not disturb periods of high heat, 33542
AHJ: CITY OF ZEPHYRHILLS
roof will be physically protect from failing or sliding off. (move, drill, cut fracture, etc.) 0 Identify the location of the closet Occupational/Industrial Clinic LITILITY� DUKE ENERGY (FL)
® Asbestos -containing thermal insulation (ACI) and or Hospital in case a crew member becomes ill. PHONE: 8134698556
Fall Protection
• A site -specific plan for fall prevention and protection is required
prior to starting work and must remain onsite at all times until
work is complete; a fall rescue plan must be outlined and
discussed among the crew prior to work start.
• First -person -Up (FPU) must install their anchor and connect
before any other task, including installing other anchors. The
Last -Person -Down (LPD) must be the only person on a roof
uninstalling fall protection.
FPCP (name and title):
FPU and LPD (name and title):
Electrical §afety
* The Electrical Qualified Person (EQP) is required onsite to
perform electrical work,
* All electrical work will be performed with equipment in an
electrically safe condition (de -energized) unless approval has
been granted prior to work.
* Service drops and overhead electrical hazards will be indentified
and protacted from contact, as neccessary.
0 EQP (name and tile):
Public Protection
• The safety of the Client and Public must be maintained at all
times.
• The Client and the Public shall be prevented from entering the
work zone through the use of barriers and/or signage, as
required.
• Company, Client and Public property shall be protected from
failing objects.
• Pets (including dogs) shall be secured by their owners prior to
work start.
• The Client should not leave pets, family members, or others in
charge or care of Employees, Contractors, or Temporary
Workers.
Asbestos -containing duct wrapping (ACW) - do not disturb, no
attic or crawlspace access is allowed if work to be performed
could cause exposure to personnel, client or public.
9 If yes, list specific tasks and protection in place:
Weather and Environment
* The site supervisor shall forecast the weather conditions at the
job site, prior to crew arrival, in order to mitigate any hazards
associated with inclement weather (heat, cold, wind, rain, etc.)
* The site supervisor will utilized a portable wind meter
(anemometer) to verify actual onsite wind conditions, by checking
at the ground and on any elevated work surface (ex, rooftop)
prior to work start, at midday and prior to solar panel staging on a
roof.
® Elevated work involving the moving or maneuvering of solar
panels shall cease at 25mph (sustained wind) until wind
subsides,
* Forecasted weather maximum temp (degrees f):
What is the specific plan to provide and replenish sufficient water for
all employees on site?
If offsite replenish is necessary, where will you go to replenish
water (location/address),
" Who will replenish the drinking water (name):
Restroom facilities
a Employees shall have access to restroom facilities with
hand -washing stations. Use of onsite restroom is at the client's
discretion (location is annotated below). If client does not give
permission, location of suitable restroom facilities with
hand -washing stations offsite will be provided. The onsite
supervisor will identify location and make arrangements to
ensure all employees have access at any point,
9 Restroorn facilities will be (circle one): Onsite - Offsite
If Offsite, add location name and address:
Incident Reporting Procedure
Contact your Site Su ervisor
Name:
EPhone:
Contact your Manager
Name:
Contact your Site Supervisor
Name:
Phone:
With: Your full name, phone number, office location, brief description
of what happen and when,
F
Current
o Y' ,S Y�ts l�� l� \ 4 Y 1 Ys� s * `5 q R 18 5 ^ f` y 4 S.ak
Engineering
w
t
n
Junl,2022
a
t k
Attn: To It May Concern,
Project A re z6 14 SILVER OAKS DRIVE, ZED HILLS FL 33542
Per Florida Statute(PeS®) 377.705 (revised 7/1/01), I Methode Maniraguha,PE (# 85003)
an engineer licensed pursuant to Chapter 471, certify
at the PV electrical system and
electrical components are designed and approved using the wide requirements and
standards contained in the Florida Building Loden
If you have questions regarding this matter, please do not hesitate to contact me directly;
Sincerely,
Prepared by:
Current Renew tiles Engineering Inc.
Riverside, CA
Projects@currentrenewableseng.com
,i.96 (,"hic g e pit 1)15 Ri'%;,"er side, CA 92507
Current
Renewabi
Engineeringes
6/1/2022
Freedom Forever LLC, 43445 Business Park Or Suite 110, Temecula, CA 92590
Subject: Structural Certification for Installation of Residential Solar
re job: JUAN MANAUTOU, 6214 SILVER (OAKS DRIVE, 2EPHYRHILLS, FL, 33542
Attn.: To Whom It May Concern
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
22 degrees and has a max beam span of 6 ft between supports.
2esin Criteria:
Code: 2020 FL Building Code 7th Edition (ASCE 7-16)
Ult Wind Speed. 145 mph Ground Snow: 0 psf
Exposure Cat: C 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.
Current Renewables Engineering Inc.
Professional Engineer
projects @creng.solar
9 53,. t 53. .5
)N i E. toRI Y kR0 $' t.,u, t NA1,t`tIV;
urrent
Renewables
Engineering
Freedom Forever LLC
43445 Business Park Dr Suite 110
Temecula, CA 92590
Attn.: To Whom It May Concern
re job: JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL
33542
The following calculations are for the structural engineering design of the photovoltaic panels and are valid
only for the structural info referenced in the stamped plan set. The verification of such info is the
responsibility of others.
After review, I certify that the roof structure has sufficient structural capacity for the applied Pit loads.
All mounting equipment shall be designed and installed per manufacturer's approved installation
specifications,
Code:
2020 FL Building Code 7th Edition
ASCE 7-16
Live Load:
20
psf
Ult Wind Speed:
145
mph
Exposure Cat:
CitoW
I
�N` V N1 A X6
Ground Snow:
0
psf Min Roof Snow: NA
tV
Ot� %
Current Renewables Engineering Inc.
Professional Engineer
projects @creng. solar
196()
9 5 1, 2 54,5,
N 11', C',`4\UTY tl\",\,���,,�')F,-n'S,ea �""",�t\�",\"",�,,�,.,,,St,,<t 0JST0-PVVFR
Job Code: JUANK8A@AUTOU
urrent
Renewables
Engineering
RnofType=
Roof Pitch (deB)=
Mean Roof Height (ft)=
Attachment TribWidth (ft) =
Attachment Spacing (ft)=
rrmnoog Tywe=
Framing Size=
r Framing OCSpacing (inj=
Section Thicknessb (in.) =
` Section Depth, d (in.) =
Section Modulus, Sx(in.^3) =
Moment ofInertia, |x(in.^4)=
Framing Span (t) =
Deflection Limit D+L(ipj=
Deflection Limit SoryV(in.) =
Framing Upgrade =
Sister Size =
Wood Species =
Wood Fb(po|)=
Wood Fv(pd)=
Wood E(p^)=
Co(VVind)=
CD(Sn �)=
CM=Ct=[L=Ci=
Cr=
C*=
Cr=
Pb_wind(pmi)=
F'b_snow (psi) =
F'v wind(pmU=
F'v_snow (psi) =
K8_aUowab|e_vvind(}b4ft)=
M_e!Iowa b|e_snow(|b~ft)=
V_aU Ne wind (|bo) =
V_a|lovvable snow(|ba)=
E' (psi) =
Job Code: ]UANMANAUTOU
Current 3 of 6
Renewables
Engineering
Panels Dead Load (psf) =
10
Roof 1
Roofing VVeight(psf) =
3.0
Decking Weight (ps0=
2.8
Framing Weight (pmh =
0.6
Misc. Additional Weight (�f)=
1�0 �
Existing Dead Load ( =
6.6
Wind Load Calculations:
Ultimate Wind =
145
Directionality Factor, hd=
0.85
Topographic Factor, kzt=
1�0
Roof 1
Velocity Press Exp Factor, kz=
0.85
Ground Elevation Factor, ke=
1.00
Velocity Pressure, qz(ps )=
3&8
Array Edge Factor, yE=
1�25
Solar Equalization Factor, ya=
030
External Pressure Up, 5[p_l=
-1.5
External Pressure Up, GCp_2=
2.2
External Pressure Up, GCp_3=
'23
External Pressure Down, GCp=
0.6
Design Pressure Up, p_1 (psf) =
-51.0
Design Pressure Up, p_Z (psf)=
'74�8
Design Pressure Up, p_3 (pmf)=
-78.2
Design Pressure Down, p(psf)=
20.4
Roof
Ref. VVidthrawa|Ve|ue, VV (lb/in) =
266
(CM =Ct={e«=I-O)C»=
1�6
Adjusted VVidthrmwm|Va|ue, VV' (|b/in) =
426
Lag Penetration, p(in.)=
2.5
Allowable VVidthrawa|Force, VV'p(|bu)=
1064
Applied Uplift Force (|bs)=
-462
Uplift DCR=
0,43
111,11-1-,�,, A���
��AIV "I~�������
R V, P E f"' II t,� N (" x",
Job Code: JUAN MANAUTOU
Current 4of6
R a;,ltis n ew1 - � nc esEngineering
x
Ref. Lateral Value, Z (lbs) = 270
(CM =Ct=CA=Ce8=1.0)CD= 0.9
Adjusted Lateral Value, Z' (lbs) = 243
Applied Laeral Force (Ibs) = 15
Angle of Resultant Force, o (deg) = 63
djusted Interaction Lateral Value, Z',, (Ibs) = 1060
Lateral DCR = 0.01
Roof Fr mi Checks;
Force Checks:
Roof 1
LC1: D+
Applied Moment (lb-ft) = 58
Applied Shear (Ibs) = 58
Allowable Moment (lb-ft) = 524
Allowable Shur (Ibs) = 725
Moment DCR = 0.11,
Shear DCR = 0.08
LC2: D+0:6W
Applied Moment (lb-ft) = 11
Applied Shear (Ibs) = 131
Allowable Moment (lb-ft) = 729
Allowable Shear (Ibs) = 1008
Moment DCR = 0«1
Shear DCR = 0.1
LC3 D+0.75(S+0.6W)
Applied Moment (lb-ft) = 113
Applied Shear (Ibs) = 113
Allowable Moment (lb-ft) = 729
Allowable Shear (Ibs) = 1008
Moment DCR = 0.15
Shear DCR = 0.11
LC4: 0.6D+0:6W
Applied [moment (lb-ft) = 149
Applied Shear (Ibs) = 19
Allowable Moment (lb-ft) = 729
Allowable Shear (Ibs) = 1003
Moment DCR = 0.20
Shear DCR = 0.15
,' .. �,z, ,,.1 .' P r"'O . 10", ,' Ak,t��'A 1 P..`;ii�t`t ip,34.,F ,..,�PER)t, .<,. a.
Current
Renewables
'Engineering
Deflection Check,
(cArvirp I
Roof
UCl:D+L
Deflection (inj=
0.02
Deflection Limit (inj=
138
Deflection DCR=
0.01
LC2/S
Deflection (in.)=
<lOO
Deflection Limit (in.)=
O.92
Deflection DrR=
0.00
LC3:VV(Down)
Deflection (in.) =
0.01
Deflection Limit (in.)=
K92
Deflection DCR=
0\01
LC4:VV(Up)
Deflection (in.) =
-0.03
Deflection Limit (|nj=
0i9I
Deflection =
0J03
M--
Wall Weight () =
17
Tributary Wall Area (ft)=
IOOO
Total Wall Weight (|bm)=
�)=
17000
Roof Weight (p
7
Roof Area (ft)=
2400
Total Roof Weight (|bs)=
15844
Total Existing Weight Ubs =
32844
Total Additional PVWeight (!bm)=
926
Weiaht Increase:
Job Code: JUA@&1A0AUTOU
The increase Ynweight msaresult ufthe solar system is less than l0%ofthe existing structure and
'
therefore nofurther seismic analysis is required.
g Job Code: JUAN MANAUTOU
Current 6 of 6
Re1�. ,; paxw a ba es
Engineering
time of erection, and assumed to have appropriate permits. The calculations produced are only for the
roof framing supporting the proposed PV installations referenced in the stamped planset and were
completed according to generally recognized structural analysis standards and procedures, professional
engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or
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.
��, ` ,"l lntiaCA�.., a.ca`-
Freedom Forever
2010 51 st Ave E #111, Palmetto, FL 34221, USA
Attn, CITY OF ZEPHYRHILLS: 6/30/2022
REV #1
The changes outlined in Revision Details have been applied to the plans corresponding to
the following customer:
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL 33542
Revision stalk®
1. POI changed to Line side tap inside existing MSP, TLD revised (page PV-4)
All corresponding changes are notated on the plans by revision clouds.
Thank you for your time in reviewing these plans. Please reach out if you have any additional questions or
concerns.
Construction Engineering
Freedom Forever
N"-, Mc __1 M_�
CODES:
CONSTRUCTION NOTES: �
THIS PROJECT COMPLIES WITH THE FOLLOWING;
2020 7TH EDITION FLORIDA BUILDING CODE: BUILDING
CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND
2020 7TH EDITION FLORIDA BUILDING CODE: RESIDENTIAL
ARE NOT MEANT TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS,
2020 7TH EDITION FLORIDA BUILDING CODE: MECHANICAL
ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT
2020 7TH EDITION FLORIDA BUILDING CODE: PLUMBING
POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE
x
2020 7TH EDITION FLORIDA BUILDING CODE. FUEL GAS
MOUNTED.
2020 7TH EDITION FLORIDA BUILDING CODE: ENERGY CONSERVATION
���
MODULES SHALL BE TESTED, LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN
-
2020 7TH I EDITION FLORIDA BUILDING CODE; EXISTING BUILDING
ACCORDANCE WITH UL 2703. AND CARBON MONOXIDE ALARMS ARE REQUIRED
, 850 Y.
2420 7TH EDITION FLORIDA BUILDING CODE: ACCESSIBILITY
SMOKE PER
SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD,
2020 7TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA)
2017 NATIONAL ELECTRIC CODE (NEC)
DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY
� n
AS ADOPTED BY CITY OF ZEPiYRHILLS
EXCAVATION TAKING PLACE
PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT FAIN SERVICE FROM
Q) ._
DC DISCONNECTfINVERTER AS PER 2017 NEC SEC 250.166(A).
-x
� x
SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF ART. 690 OF THE 2017 NEC
VICINITY Pa
THE MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR LIFER
�
1t22 EXP; 2128/23
UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM
SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS II SAFETY) AND UL 1741 STANDARDS
CLIENT:
11
JUAN MANAUTOU
INSTALL. CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT
6214 SILVER OAKS DRIVE, ZEPNYRNILLS, FL
ATTACHED TO THE ROOF USING CONDUIT MOUNT.
33542
AHJ: CITY OF ZEPHYRHlLLS
1, Prior to commencement of work, the contractor shall Verify the framing sizes,
UTILITY: DUKE ENERGY (FL)
spacings, and spans noted in the stamped glans and accompanying calculations
PHONE: 8134698556
and notify the Engineer of Record of any discrepancies prior to starting
construction,
Zi v
2_. These plans are stamped for structural code compliance of the roof ¢raming
supporting the proposed PV installation referenced only. These plans are not
�V
stamped for water leakage, PV modules, racking, and attachment components
SYSTEM:
must folfow anufacturer uide€manes and rer uirements.
9 `
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
3. Please See accompanying Structural Calculations report for details regarding
SYSTEM SIZE (AC): 5.000 kW @ 240V
Malc3uiatio ns as well as limits of scope of work and liability.
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
1
THIS SYSTEM IS DESIGNED FOR
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [S!1]
WIND SPEED: 145 MPH
CATEGORY C EXPOSURE
NOTE TO INSTALLERS: VERIFY THE ROOF FRAMING INFO BEFORE
INSTALLATION AND NOTIFY THE FOR IF THERE IS ANY
SITE LOCATION
INCONSISTENCY BETWEEN SITE VERIFICATION AND THE
TABLE OF CONTENTS:
FOLLOWING: 2x4 TRUSS @ 24" OO SPACING WITH MAX
UNSUPPORTED SPAN EQUAL TO OR LEES THAN 6 FT,
PV-1 SITE LOCATION
--
REVISIONS
PV-2 SITE PLAN
NO.. REVISEC7 BY DATE
PV-2A ROOF PLAN WITH MODULES LAYOUT
""12022
PV-2B STRUCTURAL CALCULATIONS
_-- — 1=---
PV-3 MOUNTING DETAILS
freedom
PV-4 THREE LINE DIAGRAM
PV-5 CONDUCTOR CALCULATIONSFREEDOM
FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
PV-6 EQUIPMENT & SERVICE LIST
FL 32819
Tel 180€) 385-1075
PV-7 LABELS
DREG ALBRlGHT
PV-7A SITE PLACARD,
PV-8 OPTIMIZER CHART
/4
PV-9 SAFETY PLAN
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
PV-10 SAFETY PLAN
EC13008056
APPENDIX MANUFACTURER SPECIFICATION SHEETS
SITE LOCATION
JOB Nd r DA ET DESlGNEfl BY: SHEET:
230674 1 6/30/2022 1 A.M, PV-1
LEGEND: BOS WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 10'
THIS SYSTEM DESIGNED WITH:
-
OBSTRUCTION WIND SPEED, 145
PIPE VENT
MODULES
CONDUIT
SETBACK
HAC
DISCONNECT
Fs P] MSP
JUNCTION
BOX
Iv INVERTER
PRODUCTION
Fml METER
PV SYSTEM
7.055 kW -DC
5000 kW AC
(E) MAIN SERVICE PANEL (IN GAR/
(E) UTILITY ME
(N) AC DISCONNECT Ed
(c
(N) SOLAREDGE,'
INVERTER WITH RA
(NI
(N) 17 CANADIAN SOLI
1� SITE PLAN
PROPERTY LINE
Stamped: 1/1122 EXP: 2/28/23
I ROOF AREA: 3089 SQ FT
CLIENT:
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [Sill
REVISIONS
REVISED BY DATE
A.M. 6/30/2022
freedom
F 0 R, E, v
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
a'
A I tA 1 u'J' —
CONTRACTOR LICENSE
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SCALE
1/16" ®
V-0"
SITE PLAN
1
JOB NO:
DATE- I DESIGNED By
I
SHEET
230674
I 1/3112122 A_M_
I
MODIFIED SETBACKS PROPOSED AT RIDGE:
ILEGEND: I
OBSTRUCTION
0
PIPE VENT
MODULES
CONDUIT
SETBACK
ac 17-1
AC
DISCONNECT
MSP
JUNCTION
BOX
Ilav
INVERTER
PRODUCTION
METER
PV SYSTEM
7,055 kW -DC:
5.000 kW -AC
TOTAL ARRAY AREA = 372.13 SF
TOTAL ROOF AREA = 3089 SF
TOTAL ARRAY AREA AS A % TO ROOF AREA = 12.05%
12.05% < 33%
BOS WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 1,
THIS SYSTEM DESIGNED WITH:
WIND SPEED: 145
LAYOUT SUBJECT TO CHANGE
(E) UTILITY METEF
z
dk
E;N
4,1
3 No, f/3,500
IROOF AREA: 3089 SQ FT
CLIENT:
JUAN MANAUTOU
:ESS 6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL
33542
(S AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM:
SYSTEM SIZE (DC): 17 X 415 = 7,055 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS, 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [Sill
REVISED BY DATE
A.M. -----T-6/3M2022
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800. ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
- Ij
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
ROOF PLAN NOTES:
1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS
SCALE: 3/32" ® 1 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES ROOF PLAN WITH MODULES LAYOUT
3. JUNCTION BOX IS MOUNTED TO THE RAIL. JOB NO: DATE: DESIGNED BY: SHEET
230674 6/30/2022 R.M. PV-2A
ARRAY FLOOR PLAN WITH MODULES LAYOUT
Scale- NTS
NOTE TO INSTALLERS: VERIFY THE ROOF FRAMING INFO BEFORE
INSTALLATION AND NOTIFY THE EOR IF THERE IS ANY INCONSISTENCY
BETWEEN SITE VERIFICATION AND THE FOLLOWING: 2x4 TRUSS @ 24" OC
SPACING WITH MAX UNSUPPORTED SPAN EQUAL TO OR LESS THAN 6
FT,
CANADIAN SOLAR: CS3N-415MS
TRIMRAIL
SLIDER AND TRIMRAIL ROOF
ATTACHMENT
FLASHING
S/16" STAINLESS STEEL LAG
BOLT OR STRUCTURAL SCREW
WITH 2-1/2" MIN. EMBEDMENT
AND FLAT WASHER
MICRORAIL
5' 01-
PLASHING
SLIDERS
ROOF / DECK MEMBRANE
2X4 TRUSS @ 24'O.C.
MAX ATTACHMENT SPAN - 4'STAGGERED
TRIMRAIL
CANADIAN SOLAR:
CS3N-415MS
SLIDER AND TRIMRAIL
ROOF ATTACHMENT
ROOF DECK
MEMBRANE
uffo
STAINLESS STEEL LAG
OR STRUCTURAL SCREV
12-1/2" MIN. EMBEDMEA
FLAT WASHER
BUILDING STRUCTURE
32M
M*dulo
(Raof Zones)
FM
Zxl'ty 3
sFf-j c*Mpanants.
Mw
Q
Atnzach-mn,;e�,,
Mw
If=
IICRORAIL
-ANADIAN SOLAR:
:S3N-415MS
;LIDERS
9�
/16" STAINLESS STEEL
AD BOLT OR
TRUCTURAL SCREW
VITH 2-1/2" MIN.
MBEDMENT AND FLAT
MASHER
M/22 EXP: 2128/23
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS,
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM:
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [SH]
REVISED BY
A.M.
6/3012022
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SOLAR PV ARRAY SECTION VIEW ATTACHMENT DETAIL
Scale- NTS Scale- NTS MOUNTING DETAILS
JOB MC: I DATE: I DESIGNED BY I SHEET
230674 6/30/2022 A.M. PV-3
�B.ACKFEED BREAKER SIZING
M �
MAX, CONTINUOUS OUTPUT 21.00A @ 240V
21,00 X 1,25 = 26.25AMPS 30A BREAKER - OK
SEE 705.12 OF 2017 NEC
150 X 1,20 = 180
180 - 150 = 30A ALLOWABLE BACKFEED
PV SYSTEM
7,055 kW -DC
5.000 kWAC
INTERCONNECTION METHOD SUBJECT TO CHANGE
STRING-1
S3N-415MS(415VV)
STRING-2
9 CANADIAN SOLAR CS3N-415MS4415N)
I
I
L
SOLAREDGE S440 —
POWER OPTIMIZERS
2 - #10 AWG, PV WIRE
1 - #6 AWG IN FREE AIR OR
#8 AWG MUST BE IN EMT CONDUIT
SOLAREDGE S440
POVIER OPTIMIZERS
2-#IOAWG,
PV WIRE
M
(N)SOLAREDGE
SE500OH-US IS11 I
INVERTER
F�A7C
4 - #10 AWG, THWN-2
1 - #8 EGC, THWN-2
IN 3/4" OR
LARGER EMT CONDUIT
----------
RAPID
SHUTDOWN
SWITCH
_41
(N) 60A FUSED
AC DISCONNECT
EATON DG222NRB (OR
EQUIVALENT)
2 - 30 AMP FUSES
3 - #10 AWG. THWN-2
I - #8 EGC, THWN-2
IN 3/4" OR LARGER EMT CONDUIT
(E) 150A RATED
MAIN SERVICE PANEL
I PH, 120/240V 60HZ
(E) 150A / 2P
MAIN BREAKER
(BOTTOM FED)
EXP: 2/28/23
CLIENT:
JUAN MANAUTOU
(E) UTILITY 6214 SILVER OAKS DRIVE, ZEPHYRHILLS, F
METER 33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
(N) LINESIDE TAP VIA I
LISTED CONNECTORS
■
---------------------
3 - #6 AWG, THWN-2
IN 3/4" OR LARGER EMT CONDUIT
1 -#6 GEC, BARE COPPER
FREE AIR BONDED
EXISTING LIFER TIE IN
A TAPBOX MAY BE USED IN LIEU OF PERFORMING THE LINESIDE
TAP IN THE MAIN SERVICE PANEL. THIS IS DEPENDENT UPON SITE
CONDITIONS-
F-r-ONNECT TO EXISTING UFER
SYSTEM:
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5,000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [Sill
REVISIONS
REVISED BY
A.M.
DATE
6/30/2022
% freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800. ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
NOTE:
CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED
ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT THREE LINE DIAGRAM
TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS JOB NO DATE, I DESIGNED BY: SHEET: M
230674 1.130/2022 A.M. PV-4
MODULE INFO
MAKE/MODEL: CANADIAN SOLAR: CS3N-415MS
Voc: 45.1 V
Vmp: 37.8 V
Isc: 11.68 A
Imp: 10.98 A
STC RATING: 415 W
RTC RATING: 415 W
MAX DC CURRENT: [max = 1.25 X (OPTIMIZER OUTPUT CURRENT) = 1.25 X 15 = 18.75A
MAX AC CURRENT, Imax = 125 X (SUM OF MAX CONTINUOUS OUTPUT CURRENT FROM INVERTERS)
= 1.25 X (21.00) = 26.25A
WIRE SCHEDULE
RACEWAY
#
EQUIPMENT
WIRE LOCATION
CONDUCTOR
CITY,
AWG
WIRE
SIZE
STARTING
ALLOWABLE
AMPACITY @ 90°C
310A5(B)(16)
STARTING
CURRENT
APPLIED TO
CONDUCTORS
IN RACEWAY
TEMPERATURE
CORRECTION
FACTOR
310.15(B)(2)(a)
ADJUSTMENT
FACTOR FOR
MORE THAN 3
CONDUCTORS
310.15(B)(3)(a)
ADJUSTED
CONDUCTOR
AMPACITY
@ 90-C
MAXIMUM
CURRENT
APPLIED TO
CONDUCTORS
IN RACEWAY
I
DC
MODULE
TO
OPTIMIZER
ROOF / FREE -AIR
2
10
40
14.60
1
1
40,00
18,25
2
DO
OPTIMIZER
TO
JUNCTION BOX
ROOF / FREE -AIR
2
10
40
15.00
1
1
40,00
1&75
3
DC
JUNCTION BOX
TO
INVERTER
EXTERIOR WALL
4
10
40
15.00
1
0.8
32.00
1&75
4
AC
INVERTER
TO
AC DISCONNECT
EXTERIOR WALL
3
10
40
21,00
1
1
40.00
26.25
5
AC
AC DISCONNECT
TO
POI
EXTERIOR WALL
3
6
75
21.00
1
1
75.00
26.25
7/1/22 UP: 2/28/23
CLIENT:
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS, FL
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM:
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE5000H-US [SH]
REVISIONS
wl
6/30/2022
freedom
0 P" z v E
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
aREG ALBRIGHT
V
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
CONDUCTOR AMPACITY CALCULATIONS IN ACCORDANCE WITH NEC 690.8. 1
CONDUCTOR CALCULATIONS
JOB NO: DATE. DESIGNED BY: SHEET
230674 6/30/2022 A.M. PV-5
FBREAKER SIZES: SERVICE LIST:
NONE
T�-
,: u„ r 07 ,�
Jr
sd
l6. ✓.. Jry yh
MATERIAL LIST:
CITY. PART PART # DESCRIPTION
17 MODULES 116-415 CANADIAN SOLAR: CS3N-415MS
17 OPTtMIZERS S440 SOLAREDGE S440 POWER OPTIMIZER - FRAME MOUNTED MODULE ADD -ON Stamped: 711 2 EXP: 2t28123
i
1 JUNCTION BOX 480-276 60OVDC NEMA 3R UL LISTED JUNCTION BOX
2 CONNECTORS 240-300 STAUBLI / MULTI -CONTACT MC4 CONNECTORS (FEMALE)
2 CONNECTORS 240-301 STAUBLI / MULTI -CONTACT MC4 CONNECTORS (MALE)
1 INVERTER 120-501 SOLAREDGE SE500OH-US [Sill 240V INVERTER UL1741 SA CERTIFIED INTEGRATED ARC FAULT PROTECTION AND RAPID SHUTDOWN
1 AC DISCONNECT 323-061 60A RATED 240VAC NEMA 3R UL LISTED CLIENT:
JUAN MANAUTOU
2 FUSES 330-030 30A FUSE 1 PH 240VAC 6214 SILVER OAKS DRIVE. ZEPHYRHILLS, FL
1 FUSE REDUCER 330-530 30A-60A FUSE REDUCER 33542
67 ROOF ATTACHMENT 1 261 -602 SFM INFINITY 1 ROCKIT MICRORAIL i AHJ: CITY OF ZEPHYRHILLS
NUMBER PART TYPE OFSUTTUTILITY- DUKE ENERGY (FL)
13 SFM TRIM 1 241-253 FLASHKIT SFM J ROCK -IT TRIM COMP DARK PHONE: 8134698556
33 SFM SLIDER 1 261-603 FLASHKIT SFM / ROCK -IT SLIDER COMP DARK
10 BONDING CLAMP 1 221-100 N/S BONDING CLAMP
4 BONDING CLAMP 1 241-404 TRIM BONDING CLAMP
18 MOUNT ASSEMBLY 1 241-405 MLPE MOUNT ASSY
11 SFM SPLICE 1 261-604 SFM / ROCK -IT SPLICE
SYSTEM:
3 SFM ATTACHED SPLICE 1 211-101 ATTACHED SPLICE 8INCH ` _ SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5.000kW @ 240V
14 TRIMRAIL 1 261-606 TRIMRAIL UNIV CLIP W/ HOW MODULES: 17 X CANADIAN SOLAR:
5 TRIM SPLICE 1 261-605 TRIM SPLICE DIRK CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
S TRIMRAIL 1 211-115 TRIMRAIL UNIV DIRK INVERTER: SOLAREDGE SE5000H-US [Sill
17 GROUND LUG 1 260-585 ILSCO GROUND LUG
I
17 TRIM END CAPS 1 221-200 UNIRAC SFM / ROCK -IT TRIM END CAPS
M>
__4
,, ' REVISIONS
NO-1 REVISED BY DATE--
1 A A E 6/30/2022
_ ,., S .L _,D.L. _ A
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
TeL (800) 385-1075
-'
1 GREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
'2 , k
EQUIPMENT & SERVICE LIST
Eno 'A ..'_., A S u
JOB NO: ': DATE: DESIGNED BY SHEET:
230674. 6/30/2022 A.M. PV-G
7-
690:54 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN
kR PV SYSTEM EQUIPPED THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE
HAND-WRITTEN.
t
fITH RAPID SHUTDOWN 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT
WITH POP -RIVETS OR SCREWS
3212��
__
111mm-
-.1
I
INVERTER I I -
690. 13 (B)
/1/22 EXP: 2/28/23
6214 SILVER OAKS DRIVE, ZEPHYRHILLS,
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
�SYSTEM;
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5,000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [Sill
REVISIONS I
NO. REVISED BY ! DATE
16/3012022
----------
I I LABELS
NFPA 1 t122tttl JOB NO: 1DATE DESIGNED BY I SHEET.
230674 . /30/2022L
UTILITY METER --/
AC DISCONNECT
INVERTER EQUIPPED --J \ \ / /
WITH RAPID SHUTDOWN L
17 PV MODULES
WARNING JUNCTION BOX
TURN OFF PHOTOVOLTAIC AC DISCONNECT
1 . NEC ARTICLES 690 AND 705 AND FBC SECTION R324 MARKINGS SHOWN HEREON,
2. ALL MARKING SHALL CONSIST OF THE FOLLOWING:
A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO—PLATING.
Be RED BACKGROUND COLOR WHITE TEXT AND LINE WORK.
C. AERIAL FONT,
3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND—WRITTEN.
4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP —RIVETS OR SCREWS.
7/1/22,FXP: 2/28/23
�CLIENT:
JUAN MANAUTOU
6214 SILVER OAKS DRIVE, ZEPHYRHILLS,
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 8134698556
SYSTEM:
SYSTEM SIZE (DC): 17 X 415 = 7.055 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 17 X CANADIAN SOLAR:
CS3N-415MS
OPTIMIZERS: 17 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [SI1]
I NO. I REVISED BY I DATE I
1 1 1 A.M. 16/30/2022 1
freedom
0 R E 11 E R
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
DREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SITE, PLACARD
JOB NOi . 1ATE: I DESIGNED BY: SHEET:
230674 /D30/2022 A.M_ I PV-7A
SAFETY PLAN MARK UP KEY
INSTRUCTIONS:
t USE SYMBOLS IN KEY TO MARK UP THIS SHEET. PERMANENT ANCHOR
2. SAFETY PLAN MIST BE MARKED BEFORE JOB
STARTS AS PART OF THE PRE -PLAN
1 DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE TEMPORARY NCHOR
& MAKE NOTES CAI THE JHA SHEET
IN CASE OF EMERGENCY FL] INSTALLER LADDER
NEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINIC ���� JUNCTION / COMBINER BOX
NAME: 0 STUB -OUT
ADDRESS:
SKYLIGHT
SAFETY COACH CONTACT INFORMATION
NO LADDER ACCESS (STEEP CLIENT:
NAME: JUAN MANAUTOU
GRADE
DE OR
GROUND
D LEVEL
6 6214 SILVER OAKS DRIVE, ZEPHYRHiLLS, FL
y t 9Ld6J V 1® 33542
PIICCTi�IE NUMBER: % OBSTRUCTIONS) AHJ:CITYOFZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
PHONE: 3134698556
ALL EMPLOYEES CAI SITE HALL BE MADE AWARE OF THE RESTRICTED ACCESS
SAFETY PLAN AND SIGN INDICATING THAT THEY ARE
AWARE OF THE HAZARDS ON -SITE AND THE PLAN FOR
WORKING SAFELY. - -.- -
C�l�1T SYSTEM:
\\ �� SYSTEM SIZE (DC): 17 X 415 = 7,055 kW
NAME SIGNATURE �: SYSTEM SIZE (AC): 5.000 kW @i 240V
MODULES. 17 X CANADIAN SOLARr
SAS GAS SHUT
OFF OPTI I15MS 17 X SOLAREDGE 5440
INVERTER: SOLAREDGE SE500OH-US (Sill
20 WATER SHUT OFF
ISERVICE DROP
POWER LINES
--- REVISIONS
NO. REVISED BY _DATE
1 'A.M.-6130/2022
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
MATE: TIME: GREG ALBRIGHT
ry
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SAFETY PLAN
JOB NO: I DATE: DESIGNED BY: SHEET:
230674 1 6/30/2022 AM. PV-9
JOB HAZARD ANALYSIS
Crew leader to fill out all sections below, hold a pre -job safety meeting with all personnel, and upload this completed document and the Safety Plan to Site Capture
Ladder Access
0 Ladders must be inspected before each use.
Extension ladders must be set up on a firm and level surface at
a 4-to-1 rise to run angle (or 75 degrees) and the top must be
secured to the structure, Extension style ladders placed on
uneven, loose or slippery surfaces must additionally have the
base firmly anchored or lashed so the base will not slip out.
Extension ladders must be used with walk-through devices or
the ladder must extend 36" above the stepping off point.
A -frame ladders must only be climbed with the ladder spreader
bars locked in the open position; A -frame ladders shall not be
climbed while in the closed position (ex, closed and used while
leaned against a structure).
Additional notes:
Mobile Equipment
Only Qualified operators will operate equipment" operators must
maintain a certification on their person for the equipment being
operated.
0 Type(s) of mobile equipment (Type/Make/Model):
Crew leader responsible for communication with the client.-
Heat Related Illness Prevention
NOTE ADDITIONAL HAZARDS NOT ADDRESSED ABOVE
0 Employees shall have access to potable drinking water that is
(add as many as necessary by using additional sheets)
Client and public is excluded from work area by barricades (N/A,
fresh,pure, and suitably cool. The water shall be located as
Yes, No):
close as practicable to the areas where employees are working.
Define the Hazard: Method/steps to prevent incident:
Water shall be supplied in sufficient quantity at the beginning of
Training and Pre -Job Safety Briefing
the work shift to provide at least one quart per employee per
All employees onsite shall be made aware of the specific hazards
hour for drinking for the entire shift. Employees may begin the
of this project and review this HJA during a pre job briefing, and
shift with smaller quantities of water if they identify the location
Define the Hazard: Method/steps to prevent incident,-
their signature indicates awareness of site conditions and the
and have effective means for replenishment during the shift to
plan to eliminate any hazards identified prior to and during the
allow employees to drink on quart or more per hour. The
project.
frequent drinking of water shall be encouraged,
0 Shade shall be present when temperature exceeds 80 degrees
Crew leader (name/title):
Fahrenheit. When the outdoor temperature in the work exceeds
Define the Hazard-, Method/steps to prevent incident:
80 degrees Fahrenheit, employees shall have and maintain one
Crew member (name/title):
or more areas with shade at all times.
- New employees must be acclimatized. New employees will be
Crew member (name/title):
monitored by their Crew Leader (site supervisor) for the first two
(2) weeks of employment or longer when necessary.
Define the Hazard: Method/steps to prevent incident:
Crew member (name/title):
a Employees will be allowed and encouraged to implement
scheduled breaks during each shift. Employees must take
Crew member (nameltitle):
I*
cool -down breaks in the shade any time they feel the need to do
I
Qualified operator(s):
so to protect them from overheating. Supervisors are
I
Crew member (narrie/title):
REQUIRED to allow employees any break period they need
Material Handling and ,�a a
1
1 during high heat conditions,
CLIENT:
JUAN MANAUTOU
Materials will be staged/stored in a way that does not present a
Airborne Contaminants:
0 Cool Vests are encouraged for all employees at all times during
6214 SILVER OAKS DRIVE, ZEPHYRHILL,'
hazard to client, personnel or public. Materials stored on the
0 Asbestos -containing (Transite) piping (ACP) - Do not disturb
periods of high heat.
33542
roof will be physically protect from failing or sliding off,
(move, drill, cut fracture, etc,)
0 Identify the location of the closet Occupational/industrial Clinic
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY (FL)
® Asbestos -containing thermal insulation (ACI) and
or Hospital in case a crew member becomes ill.
PHONE: 8134698556
Fall Protection
A site -specific plan for fall prevention and protection is required
prior to starting work and must remain onsite at all times until
work is complete; a fall rescue plan must be outlined and
discussed among the crew prior to work start.
First -person -Up (FPU) must install their anchor and connect
before any other task, including installing other anchors. The
Last -Person -Down (LPD) must be the only person on a roof
uninstalling fall protection,
FPCP (name and title):
FPU and LPD (name and title):
Electrical Saf
ety
® The Electrical Qualified Person (EQP) is required onsite to
perform electrical work.
* All electrical work will be performed with equipment in an
electrically safe condition (de -energized) unless approval has
been granted prior to work.
* Service drops and overhead electrical hazards will be indentified
and protected from contact, as neccessary.
EQP (name and tile). -
Public Protection
• The safety of the Client and Public must be maintained at all
times,
® The Client and the Public shall be prevented from entering the
work zone through the use of barriers and/or signage, as
required.
® Company, Client and Public property shall be protected from
failing objects,
• Pets (including dogs) shall be secured by their owners prior to
work start,
• The Client should not leave pets, family members, or others in
charge or care of Employees, Contractors, or Temporary
Workers.
Asbestos -containing duct wrapping (ACW) - do not disturb, no
attic or crawlspace access is allowed if work to be performed
could cause exposure to personnel, client or public.
Weather and Environment
• The site supervisor shall forecast the weather conditions at the
job site, prior to crew arrival, in order to mitigate any hazards
associated with inclement weather (heat, cold, wind, rain, etc,)
• The site supervisor will utilized a portable wind meter
(anemometer) to verify actual onsite wind conditions, by checking
at the ground and on any elevated work surface (ex, rooftop)
prior to work start, at midday and prior to solar panel staging on a
roof.
• Elevated work involving the moving or maneuvering of solar
panels shall cease at 25mph (sustained wind) until wind
subsides.
* Forecasted weather maximum temp (degrees
What is the specific plan to provide and replenish sufficient water for
all emDlovees onsite?
If offsite replenish is necessary, where will you go to replenish
water (location/address):
Who will replenish the drinking water (name):
Restroorn facilities
* Employees shall have access to restroom facilities with
hand -washing stations. Use of onsite restroom is at the client's
discretion (location is annotated below), If client does not give
permission, location of suitable restroom facilities with
hand -washing stations offsite will be provided. The onsite
supervisor will identify location and make arrangements to
ensure all employees have access at any point.
* restroom facilities will be (circle one): Onsite - Offsite
* If Offisite, add location name and addres&
Incident Reporting Procedure
Contact your Site Supervisor
Name:
Phone:
Contact your Manager
Name:
Phone:
a Contact your Site Supervisor
Name:
Phone:
With: Your full name, phone number, office location, brief description
of what happen and when.
Mono PERC
400 W - 425 W
CS3N-4001405'1 15 15
MERNEREM
Module power up to 425 W
Module efficiency up to 20.9 %
Lower LCOE & BOS cost
Comprehensive LID J LeTID mitigation
-"N technology, up to 50% lower degradation
Better shading tolerance
Minimizes micro -crack impacts
Heavy snow load LID to 5400 Pa,
f enhanced wind load up to 2400 Pa*
For detailed information, please refer to the installation Manuai.
Canadian!
25 Industry Leading Product Warranty on Materials
years and Workmanship*
2-5 Linear Power Performance Warranty*
Years
111 year power degradation no more than 2%
Subsequent annual power degradation no more than 0.55%
*Subject to the terms and conditions contained in the applicable Canadian Solar Limited
Warranty Statement. Also this 25 year limited product warranty is available only for
products installed and operating on residential rooftops in certain regions.
MANAGEMENT SYSTEM CERTIFICATES*
ISO 9001: 20151 Quality management system
ISO 14001: 2015 / Standards for environmental management system
ISO 45001: 2018 / International standards for occupational health & safety
PRODUCT CERTIFICATES*
IEC 61215 / IEC 617301 CE
FSEC (US Florida)
UL 61730 / IEC 61701 1 IEC 62716
UNI 9177 Reaction to Fire: Class 1 / Take-e-way
F
ovc
AcousiC ( CUD IWEE 99
The specific certificates applicable to different module types and markets will vary,
and therefore not all of the certifications listed herein will simultaneously apply to the
products you order or use. Please contact your local Canadian Solar sales representative
to confirm the specific certificates available for your Product and applicable in the regions
in which the products will be used.
CANADIAN SOLAR (USA), INC. is committed to providing high
quality solar products, solar system solutions and services to
customers around the world, Canadian Solar was recognized
as the No. I module supplier for quality and performance/price
ratio in the IHS Module Customer Insight Survey, and is a leading
PV project developer and manufacturer of solar modules,
with over 55 GW deployed around the world since 2001
ENGINEERING DRAWING (MM)
CS3N-41OMS 1-V CURVES
R, wr V�evv
A
12
A
12
180
A -A 3-6
11
is
10
35 25
\e-14X9
m unclog on f Un
7
6
7
6
on
4
4
3
3
2
Mu, n t Ho'r,
I
0
v1_ v
P.
5 10 15 20 25 30 35 40 -5
50 55 60 5 10 15 20 25 30 35 41 15 so 55 so
0 1 goo W/m'
F"c
0/0 goo arm,
25'C
a 60OW/m'
45'C
400 W/1'
65°C
is
ELECTRICAL DATA STC*
MECHANICAL DATA
CS3N 40MIM"s 40-5Al NOMS E 420MS 4251r, 5
E-1
Specificatkim
Data
Nominal Max. Power (Pmax) 400W 405W 410W 415W 420W 425W
Cell Type
Mono -crystalline
Opt. Operating Voltage (Vmp) 37.2 V 37AV 37.6V 37.8V 38.0V 38.2V
Cell Arrangement
132[2X(I1 X6)]
Opt, Operating Current (Imp) 10,76 A 10.83 A 10.92 A 10.98 A 11.06 A 11.13 A
1940 X 1048 X 35 mm
Dimensions
Open Circuit Voltage (Vac) 44.5 V 44,7 V 44,9 V 45.1 V 453 V 453 V
(76.4 X 41.3 X 1.38 in)
Short Circuit Current (Isc) 11.50 A 11.56 A 11,62 A 11,68 A 11.74 A 11.80 A
Weight
22.5 kg (49.6 lbs)
Module Efficiency 19.7% 19,9% 20.2% 20A% 20.7% 20.9%
Front Cover
3.2 mm tempered glass
Operating Temperature -40'C - +85'C
Frame
Anodized aluminium alloy
Max. System Voltage 1500V (IEC/UL) or 1000V (IEC/UL)
J-Box
IP68, 3 bypass diodes
Module Fire Performance TYPE 1 (UL 61730 150OV) or TYPE 2 (UL 61730
Cable
4 mm' (IEC), 12 AWG (UL)
1 OOOV) or CLASS C (IEC 61730)
Portrait: 400 mm (15.7 in) (+) 1280
Cable Length
mm (11.0 in) (-) (supply additional
Max. Series Fuse Rating 20 A
(Including Connector)
cable jumper: 2 lines/pallet); land -
Application Classification Class A
scape: 1250 mm (49,2 in)*
Power Tolerance 0 - + 10 W
Connector
T4 series or MC4
I I Under Standard rest Conditions (STC) cif irradiance of 1000WIml, spectrum AM 1.5 and cell tempera
Per Pallet
30 pieces
ture of 25'C.
Per Container (40' HQ)
720 pieces
* For detailed information, please
contact your local Canadian Solar sales and
technical representatives.
ELECTRICAL DA,,TA I NMOT*
CS3N 400NIS 40 MS „1, 0 fMl S 4 15 f,,fi, S 4 2 0 1`0115, 4290 S
Nominal Max. Power (Pmax) 300 W 304 W 308 W 311 W 315 W 319 W
TEMPERATURE CHARACTERISTICS
Opt. Operating Voltage (Vmp) 34.9 V 35,1 V 35.2 V 35.4 V 35,6 V 35,8 V
Specificailor",
Data
Opt. Operating Current (Imp) 8.60 A 8.66 A 8.73 A 8.78 A 8.84 A &90 A
Temperature Coefficient
(Pmax) -0.34 % / *C
Open Circuit Voltage {Vac) 42.1 V 42.3 V 424 V 42.6 V 42.8 V 43.0 V
Temperature Coefficient
(Voc) -026 % / 'C
Short Circuit Current (Isc) 9.27 A 9.32 A 937 A 9,42 A 9.47 A 931 A
Temperature Coefficient
(Isc) 0.05 % / 1C
* Under Nominal Module Operating Temperature (NM07), irradiance of800 W/nn7 spectrum AM1.5,
Nominal Module Operating Temperature 41 ± 3'C
ambient temperature 20'C, wind speed 1 mrs.
The specifications and key features contained in this clatashert may deviate slightly from our actual
products due to the on -going innovation and product enhancement. CS1 Solar Co., Ltd. reserves the
right to make necessary adjustment to the information described herein at any time without further
notice.
Please be kindly advised that Fry modules should be handled and installed by qualified people who have
professional skills and please carefully read the safety and installation instructions before using our PV
modules.
PARTNER SECTION
CANADIAN SOLAR (USA), INC. CANADIAN SOLAR (USA), INC. July 2021 1 All rights reserved I PV Module Datasheet v2.9C25_F30J1_NA
3000 Oak Road, Suite 400, Walnut Creek, CA 94597, USA I www.csisolar.com/na I service.ca @csisolar.com
PV power optimization at the module level
I Specifically designed to work with SolarEdge
residential inverters
I Detects abnormal PV connector behavior
preventing potential safety issues*
I Module -level voltage shutdown for installer and
firefighter safety
I Superior efficiency (99,5%)
I Mitigates all types of module mismatch loss,
from manufacturing tolerance to partial shading
I Faster installations with simplified cable management
and easy assembly using a single bolt
I Flexible system design for maximum space utilization
I Compatible with bifacial PV modules
Meets NEC requirements for arc fault protection (AFCI)
and Photovoltaic Rapid Shutdown System (PVRSS)
solaredge.com
Power Optimizer
For North America
S440,S500
EM
DC --owe
x 4"-
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OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF)
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V;y
STANDARD COMPLIANCE
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INSTALLATION SPECIFICATIONS
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Intertek
singie Phase Inverter
w ith HD-Mve Technology I
Optimized installation with HD -Wave technology
I Specifically designed to work with power optimizers I UL1741 SA certified, for CPUC Rule 21 grid compliance
I Record -breaking 99% weighted efficiency I Small, lightweight, and easy to install both
outdoors or indoors
I Quick and easy inverter commissioning directly from
a smartphone using the SolarEdge SetApp I Built-in module -level monitoring
I Fixed voltage inverter for longer strings I Optional: Faster installations with built-in
consumption metering (1% accuracy) and
I Integrated arc fault protection and rapid shutdown production revenue grade metering (0,5% accuracy,
for NEC 2014, NEC 2017 and NEC 2020 per article ANSI C12.20)
690.11 and 690-12
solaredge.com solar =@v z
Single Phase Inverter with HD -Wave Technology
for North America
SE300OH-USJ SE380OH-US / SE500OH-US / SE600OH-US/
SE760OH-USJ SE1000OH-US / SE1140OH-US
Single Phase Inverter with HD -Wave Technology
for North America
SE300OH-US SE380OH-US / SE500OH-US / SE600OH-US/
SE760OH-US SE1000OH-US / SE1140OH-US
ADDITIONAL FEATURES
— - - --- - - - - ---- --- - ------ -------------------------------- ----- --- - ... - ---- -
STANDARD COMPLIANCE
INSTALLATION SPECIFICATIONS
How to Enable Consumption Monitoring
By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service
panel, homeowners will gain full insight into their household energy usage helping them to avoid high electricity bills
Single phase inverter with
HD -wave technology and
built-in RGM and
Service Panel consumption monitoring
Afl��-, SO_AREDGE �r,Sd,rE,1q,0 0P4VRFD B,) 'LFH,' Ea;c,��,,,,�,,�o,,��,�,P,�d�!�,j�,,�,,,,,�'�
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Eaton general duty cartridge
fuse safety switch
DG222NRB
UPC:782113144221
Dimensions-
* Height: 14,37 IN
* Length: 7.35 IN
* Width- 8.4 IN
Weight: 10 LB
Notes:Maximurn hp ratings apply only when dual
element fuses are used, 3-Phase hp rating shown is
a grounded B phase rating, UL listed.
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: General duty, cartridge fused
* Amperage Rating- 60A
* Enclosure: NEMA 3R
* Enclosure Material: Painted galvanized steel
* Fuse Class Provision: Class H fuses
* Fuse Configuration: Fusible with neutral
* Number Of Poles: Two -pole
* Number Of Wires: Three -wire
* Product Category: General duty safety switch
* Voltage Rating: 240V
Supporting documents:
* Eatons Volumie 2-Cornmercial Distr�bu."Joln
* Eaton Specification,, Sheet - DG222NRB
Certifications:
- UL Listed
Product compliance- No Data
@ 2016 Eaton, All rights reserved,
EcoFaste
For InstaLLers, By Installeir
ar
The Rock|tsystemisthe |ndustry'spremierrail-less
PVrackingsystem forcompos|don shing|e, ti|e, and
me1a| roofs. Designed in cor�unct|onwiththe needsof
installers, Rock|tquickly & easily installs withosingle tooi
Fea'turinganeasy-to-pos|donaH,gnnnentslide and atop'
down |eveUngsystem' Rock|tis |oQ|st|caUy inteUigentvv|th
noneadtoship ortransport long rails, [ompot, ents-are
available 'in ablack finish that como|ementsboth commen|a|
and residential app||cat|ons,Conforms toULZ7O3
FEATURES & BENEFITS
' PatentedvijaterUa-Ntechno|ogy
' Fu|yintesrated bonding
^ Top) 'Umwn !eve Ungsystf-_m
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SFM INFINITY
w "UNIRAC
a's
fan
BETTER SOLAR STARTS HERE
Take your business to filhie nwxt level ivdit'll SFM INFINITY, UNIRAC's rail -loss PV rnounting system for flush
nniount installatioln's on comp shirngle aind file roofs, An advanced 3rd gernerationi product platfonruii ill usee,
by top solar conitractors natiori- ide, SFM INFINITY optimizes you"r operafloinis oni and off the roof, with
approximately 40% less labor, 30% logistics savings, and 20% fewer roof, attachinnients than tradiflonnal
r cki .fin i us8% omneow
rD1
f - -iers prefer SFM INFINITY's aest'Ic 'lefis.
solara, 7of hi
SUPERIOR PERFORMANCE EASY INSTALLATION HOMEOWNER PREFERRED
Enhance your business with two installs per day Pre -assembled components, 20% fewer roof attachments, Vlore than 4 out of -3 homeowners prefer SFM INFINITY'S
and 30% less cost, and level array in seconds with post height adjustment. aesthetics over a leading rail brand,
SFM INFINITY
DESIGN GUIDELINES
"OUNIRAC
sign
SIR
BETTER SOLAR STARTS HERE
W[die �,vou will see advanitages simiply frorin switching to SFM INFINITY, the, fdowing guid,elinies will help you
to ri"de its bffitsaxifZele,
DEFAULT TO LANDSCAPE
N
MIX MODULE ORIENTATIONS
S F M
SFM v :M
CONSULT THE QUICK TIPS VIDEOS
tj
M
�fiq SFM
-//u;yirac.cem/`Sf M-Infinity' https.
DESIGN IN U-BUILDER
U oilder -B, S-M
I�Nll�,'_:
, "_"In il�o-o',,,dic or 1,qp,� -iund
idesign.unirac,com/ https-fl,
Unirac
The product covered by this report is the Sun Frame Micro Rail roof mounted Photovoltaic
Rack Mounting System, This system is designed to provide bonding and grounding to
photovoltaic modules. The mounting system employs anodized or mill finish aluminum brackets
that are roof mounted using the slider, outlined in section 4 of this report. There are no rails
within this product, whereas the 3" Micro Rail, Floating Splice, and 9" Attached Splice
electrically bond the modules together forming the path to ground.
The Micro Rails are installed onto the module frame by using a stainless steel bolt anodized
with black oxide with a stainless type 300 bonding pin, torqued to 20 ft-lbs, retaining the
modules to the bracket. The bonding pin of the Micro Rail when bolted and torqued, penetrate
the anodized coating of the photovoltaic module frame to contact the metal, creating a bonded
connection from module to module.
The grounding of the entire system is intended to be in accordance with the latest edition of the
National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar
Photovoltaic Systems. Any local electrical codes must be adhered in addition to the
national electrical codes, The Grounding Lug is secured to the photovoltaic module, torqued in
accordance with the installation manual provided in this document.
Other optional grounding includes the use of the Enphase UL2703 certified grounding system,
which requires a minimum of 2 micro -inverters mounted to the same rail, and using the same
engage cable.
pJamalmm
Report No. 102393982LAX-002 Page 3 of 107 Issued: 11 -Apr-2016
Unirac, Inc Revised: 20-Mar-2019
me
Module Orientation: Portrait or Landscape
Maximum Module Size: 17.98 ft'
UL2703 Design Load Rating: 33 PSF Downward, 33 PSF Upward, 10 PSF Down -Slope
Tested Loads - 50 psf/2400Pa Downward, 50psf/2400Pa Uplift, 15psf/720Pa Down Slope
Trina TSM-255PD05,08 and Sunpower SPR-E20-327 used for Mechanical Loading
Increased size ML test:
Maximum Module Size: 22.3 ft'
UL2703 Design Load Rating: 113 PSF Downward, 50 PSF Upward, 30 PSF Down -Slope
LG355S2W-A5 used for Mechanical Loading test.
Mounting configuration: Four mountings on each long side of panel with the longest span of
Mounting configuration: Six mountings for two modules used with the maximum span of
74.5"
Fire Class Resistance Rating-,
- Class A for Steep Slope Applications when using Type I Modules. Can be installed at any
interstitial gap. Installations must include Trim Rail,
- Class A for Steep Slope Applications when using Type 2 Modules. Can be installed at any
interstitial gap. Installations must include Trim Rail.
- Class A Fire Rated for Low Slope applications with Type 1 or 2 listed photovoltaic modules.
This system was evaluated with a 5" gap between the bottom of the module and the roof's
surface
See section 7.0 illustraction # I and la for a complete list of PV modules evaluated with these
W
ED 16 3 15 (20-Apr-1 7) Mandatory
ED 16.3.15 (20-Apr-17) Mandatory
intertek AUTHORIZATION TO MARK
Total Qualft. Assured.
This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s)
Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing
Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing
Report,
This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be
applied only at the location of the Party Authorized To Apply Mark.
Applicant.- Unirac, Inc
Manufacturer: Cixi Emeka Aluminum Co. Ltd
No. 688 ChaoSheng Road
Address.-
1411 Broadway Blvd NE
Address;
CW City
Albuquerque, NM 87102
Zhejiang Province 315311
Country:
USA
Country:
China
Klaus Nicolaedis
Jia Liu
Contact:
Tom Young
Contact:
Robin Luo
505-462-2190
+86-15267030962
Phone:
505-843-1418
Phone:
+86-13621785753
FAX:
NA
FAX:
NA
klaus.nicolaedis@unirac.com
jiu@cxymj.com
Email:
toddg@unirac,com
Email:
buwan.luo@cxymj.com
Party Authorized To Apply Mark: Same as Manufacturer
Report Issuing Office-, Lake Forest, CA U.S.A.
Control Number: 5003705 Authorized by:
for Dean Davidson, Certificate onager
us
4 01TS -
Teo
Intertek
This document supersedes all previous Authorizations to Mark for the noted Report Number.
This Authorization to Mark is for the exclusive use of Intertek a Client and a provided pursuant to the Certification agreement between hiterbsk and its Client, friterelk's responsibility and habdry are
limited io the ',arms and conditions of the agreement, m.1prok assumes no liability to any early, other than to the Chent in accordance with the agreement, for any loss, expense or damage occasioned
by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in Is entirety, Use of oteriek's Certification mark is
restricted to the conditmns laid out in the agreement and in this Authorization to Mark. Any further use of the pitertek name for the sale or ai:hredisomen' afire, tested material, product or service most
first be approved in writing by i-tertak, Initial Factory Assessments and Follow up Services are for the purpose of assunng appropriate usage of the Certification mark �accordance with the
agreement, they are not for the Purposes of production quality control and do not relieve the Client at their obligations in this respect.
Intertek Testing Services NA Inc.
545 East Algonquin Road, Arlington Heights, IL 60005
Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672
Standard(s): Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat -
Plate Photovoltaic Modules and Panels [UL 2703: 2015 Ed.1]
Product- Photovoltaic Mounting System, Sun Frame Microrail - Installed Using Unirac Installation Guide, Rev
PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20
Brand Name: Unirac
Models: Unirac SFM
ATM for Report 102393982LAX-002 Page 1 of 1 ATM Issued: 9-Apr-2019
FD 163 15 (20-Alp-17) Mandatory