HomeMy WebLinkAbout22-42446335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
ELCMISC-004244-2022
Issue Date: 06/10/2022
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of ur times the amount o the e imposed r t e nitia inspection or
first reinspection, whichever Is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies,
231=��Il
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES 1N 6 MONTHS WITHOUT APPROVED INSPECTION
813-780-0020 City o? Zephyrh;lls Permit Application Fax-813-780-0021
Building Department
4
Date Received 06/10/22 Phone Contact for Permitting *tax I (727 ) 2 4 721$
Ownar's Name Jennifer Pineda Owner Phone Number 786-337-2962
Owner's Address 39701 l iarVeSt C reel4 �n Owner Phone Number
—
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 39701 Harvest Creek Ln �ephyrhill�, FI 33540 LOT# 22$
SUBDIVISION Nldden:R�Iyer ®— PARCEL ID# 2�-26-21-0110-00000-22$0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
CONSTR ADDIALT
SIGN [� DEMOLISH
El
INSTALL8 REPAIR
PROPOSED USE
SFR COMM
OTHER sola�na�els
TYPE OF CONSTRUCTION
BLOCK FRAME
u
STEEL
DESCRIPTION OF WORK
Installation of PV Soler panels.
BUILDING SIZE I Sol FOOTAGE = HEIGHT .®�
=BUILDING VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $27,612 00 AMP SERVICE PROGRESS ENERGY ® W.R.E.C.
=PLUMBING $ _ _=
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS 0 ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDERCOMPANY [ m
SIGNATURE REGISTERED Y / N FEE CURREN Y ( N
Address =/L:REGISTERED
License #�
ELECTRICIANCOMPANY Freedom Forever
SIGNATUREAddress 34221 License # EG1300$056
PLUMBER COMPANY
SIGNATURE REGISTERED Y 1 N FEE CURREN Y l N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/ N r
Address License #
OTHER [m— e0 —� 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 $2600, a Notice of Commencement is required. (A/C upgrades over $7500)
— Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of, Zephyrhi,11s 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: tithe owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the 'owner' 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, Welland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone 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, after, 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 pen -nit issuance, or if won( authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
FLORIDA JURAT (F.S, 117,03)
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
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
Who islare oers
as identification.
Notary Public
L
Commission No. rrC)u
Name of Notary type W,p�rmteLdorstampLd
tis
THIS INSTRUMENT PREPARED BY:
Address. 2619 Consulate or, Ste Name: RsedomFor-1,Ll-c
NOTICE
4
Permit Number
Parcel lD NumberG?
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida ;statutes, the
following information is provided In this Notice of Commencement.
1, C 1 ilCt PROPER i Y: (Legal description of the pro eriy and street address if available}
2. EN DE RIPTIOOF 1 Ff2C1 E T:
Installation of photovoltaic solar panels on rooftop.
Interest in property: owner
Fee Simple Title Holder (if other than owner fisted above) Name:
Address:
4. CONTRACTOR- Dame: Freedom Forever, LLC Phone Number: 727-2q4-7218
Address: 2010 51 St Ave E Ste 111 Palmetto F134221
5, SURE (if applicable, a copy of the payment bond Is attached): Name:
Address: Amount of Bond:
. LENDER: Name: Phone Number:
Address:
7, Persons within the State of Florida (Designated by Owner capon whorls notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number:
• .w
expiration9. Expiration Date of Notice of Commencement (The
t 4�Oih +lER' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
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 ATTORNEY
BEFORE COMMEN ING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
e
X If
(Signs of Owner or Lessee, or Owners or Lessee's (Pr nt Name and Provide Signato y's TitletOificaj
Au rued Officers)irector7PanneriManagerl
State of 04 County Of _
Tha toning ing Instrument was acknowled ad before rice y me ns of IN physical presence or [ ] online notarization, this day of
20 , by e, B (name of person acknowledging), who is [ j personally known to me; or [ �,
has produced "' as Identification.
EBonded
SIERRA C GRAY Signature of Notary Public
y Public , Slate of Florida
&TAmission d HH 114656mm, Expires Apr 6, 2025
ough National Notary Assn.
IM
State Of Florida, County 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.
Witness my hand qnd official seal this
day of R gi _ 2 1
ikls Ivarax ov�1s> s., Ciork Gornptro #ar
Pco aunty.
Cieputy Clerk
Current
Engineering
Attn: To Whom It May Concerti;
Project Address 39701 HARVEST CREEK LN, ZFI'T- Y RHIL,L<S, FL 33540
Per Florida Statutc(F.S.) 377.705 (revised 7/1/2017),1, Methode Maniraguha,PE (# 55003)
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 Cade.
Sincerely,
Prepared by:
Current Renewals Engineering Inc.
Riverside, C
Projects@currentrenewableseng.com
STAMPED 06/0 /20 2 EXP 212812023
,1,960 Chicago Ave, Suite D-i,5, Riverside, C.A 925
Current
Renewables
Engineering
5/5/2022
Subject: Structural Certification for Installation of Residential Solar
re job: JENNIFER PINEDA, 39701 HARVEST CREEK LN, ZEPHYRHILLS, FL 33540
Attn.; To Whom It May Concern STAMPED 06103/2022 EXP 2/28/2023
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.
P�tsi n 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.sola r
j-')60 ("'i; icaqo Ave, St,6te D 15, R.ve ?dery CA �,,Q -",iO 7
re, n, lur e niewa blt,,� ,..engxof Y't 9 5 1,2 514, 5 (11"'x 5
INIU,"RHY PR(N LSSIONALISINAz LXPT1"-',JFN(1
Current
Reinewables
Engineering
Freedom Forever LLC
43445 Business Park Dr Suite 110
Temecula, CA 92590
Attn.: To Whom It May Concern
re job: JENNIFER PINEDA
39701 HARVEST CREEK LN, ZEPHYRHILLS,
FL33540
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,
Deshan Criteria:
Code: 2020 FL Building Code 7th Edition
ASCE 7-16
Live Load: 20 psf
Ult Wind Speed: 145 mph
Exposure Cat: C
Ground Snow: 0 psf Min Roof Snow: NA
Current Renewables Engineering Inc.
Professional Engineer
projects@ creng. solar
" V,
19 �(,' 0 I � C � �1 a 2�, Aw,,-,Suitt,� Rive, ' I "' \ �:,z
wvvw, Cit, ientre ewa F,"6 ese nq , cc'� rn, 9 5 1,,,? 5 4,5 5 5
E S S I 01N AIL � 5 M Ct,) 5 TO R E X P t E N C N'TIEGRFTY PROF
RoofType=
Roof Pitch (deQ)=
Mean Roof Height (ff)=
Attachment Tr|bWidth (ft) =
Attachment Spacing (ff)=
Framing Type =
Framing Size
Framing 0[Spacing (in]=
Section Thickness, b(in.)=
Section Depth,d (in.) =
Section Modulus, Sx(in.»3)=
Moment ofInertia, kx(in.^4)=
Framing Span (t) =
Deflection Limit D+L(inj=
Defection Limit SorVV (in.) =
Framing Upgrade =
Sister Size =
Wood Species =
Wood Fb(psi)=
Wood Fv(psi)=
Wood E(psD=
[o(VVind)=
Co(Snmw)=
�
Cm=Ct=C =Ci~
`
CF=
Cf.=
Cr=
` F'b wind(ps|) ~
F'b_snmw(psU=
(psi) =
(psi) *
M aUom�b|e_�|nd(|b-�)=
_ �
M_allowable_snow(|b-ft)=
V_eIowa Ne_wind(Ibs)=
^ V_aUovvabie_snow (|hd=
E'(ps0=
I C')� E50Chici-"i g o Ame . Smi te01, 5, R i v, id�A 9 2 ""'� 0 7
9 5 1.2 5,'� 4.5 6 ",5 5
Job Code: ]ENNUFERP|NE0A
I
Job Code: ]EWN|FER P(NEDA
Current 3of6
Engineering
Dead Load Calculations:
Panels Dead Load (pd)`=
3.0
Roof
Roofing Weight (psf)=
3.0
Decking Weight (psf)=
2.0
Framing Weight (psf) =
Q.6
Misc. Additional Weight (psf) =
1.0
Existing Dead Load (psR=
6.6
Total Dead Load (psH=
9.6
Wind Load Calculations:
Ultimate Wind Speed (nph)=
Directionality Factor, kd =
Topographic Factor, kzt=
Velocity Press BxpFactor, kz=
Ground Elevation Factor, ke=
Velocity Pressure, qz(ps0=
Array Edge Factor, yE=
Solar Equalization Factor, ye=
External Pressure Up, GCp_1 =
External Pressure Up, GCp_2 =
External Pressure Up, G[p_3=
External Pressure Down, GCp=
Design Pressure Up, p_l(pyf)`=
Design Pressure Up, A_2 /pdR=
Design Pressure Up, p_3 (psD=
Design Pressure Down, p (pmD=
Hardware Checks:
Ref VVidthravva|Value, VV(|b/in)=
(CM =C,=C~=I-O)Co=
Adjusted VV|dthravve|Value, VV' (|bAn) =
Lag Penetration, p(|n.)=
AUmvxab|eVVidthnavvo| Force, VV'p(|bs)=
Applied Uplift Force (lbs)=
145
O.85
1.0
Roof
6.85
1,00
38.8
1.25
030
-1S
-2.2
'Z3
0.6
-S1.D
-74Q
-7&2
2O�4
Roof 1
266
1.6
426
15
1064
-4G2
0.43
Qhrcaq,,mAwe Suite��5,��92507
Current
{..
Rene%it. ab s
1 �
Engineering
Ref. Lateral Value, 2 (lbs) =
(CM =Ct=C4=Ceg=1.0)CD=
Adjusted Lateral Value, Z' (lbs)=
Applied Laeral Force (lbs) =
Angle of Resultant Force, a (deg)=
djusted Interaction Lateral Value, Z', (Ibs) =
Lateral DCR`=
Roof Framline Checks:
Force Checks:
LC1, D+S
Applied Moment (lb-ft)
Applied Shear _(Ibs)'=
Allowable Mordent (lb-ft)
Allowable Shear (lbs) =
Moment DCR =
Shear DCR =
LC2. D+0:6W
Applied Moment (lb-ft) =
Applied Shear (Ibs)`=
Allowable Moment (lb-ft)'=
Allowable Shear (lbs) =
Moment DCR =
Shear DCR =
LC3. D+0.7 (S+0,6W)
Applied Moment (lb-ft) =
Applied Shear (lbs) =
Allowable Moment (lb-ft),=
Allowable Shear (Ibs)'=
Moment DCR
Shear DCR =
LC4; 0:6D+0,6W
270
0.9
243
15
SR
1060
0.01
Roof 1
58
58
524
725
0.11
0.0
131
131
729
1008
0.18
0.13
113
113
729
1008
0.1
0.11
Job Code. JENNIFER PINEDA
4of6
Applied Moment (lb-ft) =
149
Applied Shur (lbs) =
149
Allowable Moment (lb-ft) =
729
Allowable Shear (Ibs) =
1008
Moment DCR =
0.20
Shear DCR =
0.15
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t �C' R., t i €0`7
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\, S i f:•. S R P t N C
Job Code: JENNIFER PINEDA
Current 5 of 6
Renewab- es
Engineering
Deflection Checks�Serviqe Level
Roof I
I-Cl: D+L
Deflection (in.) =
0.02
Deflection Limit (in,) =
138
Deflection DCR''=
0.01
LC2: S
Deflection (in.) =
OM
Deflection Limit (in.) =
0.92
Deflection DCR =
0.00
LC: W (Down)
Deflection (in.) =
0,01
Deflection Limit (in.) =
O;92
Deflection DCR =
0.01
LC4: W (Up)
Deflection (in.) =
-0.03
Deflection Limit (in.) =
OM
Deflection DCR =
0.03
Seismic Check:
Wall Weight (psf) =
17
Tributary Wall Area (ft) =
1000
Total Wall Weight (Ibs) =
17000
Roof Weight (psf) =
7
Roof Area (ft) =
2400
Total Roof Weight (lbs) =
15844
Total Existing Weight (lb s) =
32844
Additional PV Weight:
Total Additional PV Weight (lbs) =
980
Wei htmc�rease:
(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.
Existing structure is assumed to have been designed and constructed following appropriate codes at
C"hk',agc-,, AvelSi 61" VY/
5 1, 2 I' t 5
9 N'T C G,`Q',' ITY P ROFE SStONAiUSikA C ') 5 "11" fONIV,, R EX P (I R I E N ( E
Current
% Renu u, ,,,61es
Engineering
Job Code: JENNIFER PINEDA
6 of 6
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
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.
P,'N30 Ave, `Rtivu,,i- ide, CA 92507
951,254.5655
i N"T (", G,1111"? I I Y i) f,V(,) Ff,:,6 t C,) N A L ISM L.5 f'ONIH,R F XP E R38. N
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
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 EDITION FLORIDA BUILDING CODE: EXISTING BUILDING
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).
SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH
2/28/2023
REQUIREMENTS OF ART. 690 OF THE 2017 NEC
VICINITY P®
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 II SAFETY) AND UL 1741 STANDARDS
CLIENT:
JENNIFER PINEDA
INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT
39701 HARVEST CREEK LN, zEPHYRHiLLS,
ATTACHED TO THE ROOF USING CONDUIT MOUNT..
FL 3 Cd
AHJ: CI
HJ: TY OF ZEPHYRH4LlS
UTILITY: "WRFC - WITHLACOOCHEE RIVER
ELECTRIC COOPERATIVE, INC„
PHONE: (786) 337-2962
-
SYSTEM
SYSTEM SIZE (DC): 18 X 335 = 6,030 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 18 X TRINA SOLAR: TSM-335
PE14A
'
THIS SYSTEM IS DESIGNED FOR
OPTIMIZERS: 1$ X SOLAREDGE S440
WIND SPEED: 145 MPH
INVERTER: SOLAREDGE SE500OH-US [Sill
CATEGORY C EXPOSURE
SITE LOCATION
TABLE OF CONTENTS:
PV-1 SITE LOCATION
REVISIONS
PV-2 SITE PLAN
NO, REVISED BY DATE
PV-2A ROOF PLAN WITH MODULES LAYOUT
PV-2B STRUCTURAL CALCULATIONS
PV-3 MOUNTING DETAILS
freedom
PV-4 THREE LINE DIAGRAM
- .11,
.
PV-5 CONDUCTOR CALCULATIONS
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE $00, ORLANDO,
PV-6 EQUIPMENT & SERVICE LIST
FL 819
85-
Tel: (80d) 3$5-1d75
PV-7 LABELS
GREG ALBRIGHT
PV-7A SITE PLACARD
r tee_
PV-8 OPTIMIZER CHART`
PV-9 SAFETY PLAN
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
PV-10 SAFETY PLAN
EC13008056
APPENDIX MANUFACTURER SPECIFICATION SHEETS
SITE LOCATION
DESIi,NED SY: SNEET:2022
=JOBNOTE:
A:Mv PV-1
LEGEND,- BOS WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 10'
I OBSTRUCTION THIS SYSTEM DESIGNED WITH.
I
,-"--j WIND SPEED: 145
0 PIPE VENT WIND EXPOSURE: C
MODULES
CONDUIT
SETBACK
HAC
DISCONNECT
RMSP
PB] JUNCTION
BOX
slvv INVERTER
Pin PRODUCTION
METER
PV SYSTEM
6,030 kW —DC
5.000 kW —AC
I
0)
24
(N) 18 TRINA SOLAR: TSM-335 PE14A --J
(N)SOLAREDGE SE500OH-US[Sil] —
INVERTER WITH RAPID SHUTDOWN
(N) AC DISCONNECT EATON DG221URB
(OR EQUIVALENT)
SITE PLAN _ui
SCALE: 1 =15'
I
L (N) JUNCTION BOX
(E) UTILITY METER
(E) MAIN SERVICE PANEL
I
ROOF AREA: 2641 SQ FT
CLIENT:
JENNIFER PINEDA
39701 HARVEST CREEK LN, ZEPHYRHILLS,
FL 33540
AHJ: CITY OF ZEPHYRHILLS
UTILITY: "WREC - WITFILACOOCHEE RIVER
ELECTRIC COOPERATIVE, INC"
PHONE: (786) 337-2962
SYSTEM SIZE (DC): 18 X 335 = 6.030 kW
SYSTEM SIZE (AC): 5-000 kW @ 240V
MODULES: 18 X TRINA SOLAR TSM-335
PE14A
OPTIMIZERS: 18 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US IS11]
I I REVISIONS I I
I NO. I REVISED BY I DATE I
freedom
C F, F
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
DREG ALBRIGHT
e,
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SITE PLAN
JOB NO: I DATE: DESIGNED BY: SHEET-
A.M. P11 �
F128624 5/3/2022 5!!Ed
ILEGEND: I
MODIFIED SETBACKS PROPOSED AT RIDGE:
OBSTRUCTION
PIPE VENT
MODULES
CONDUIT
SETBACK
EAC
DISCONNECT
nsP
MSP
JUNCTION
BOX
tNv
INVERTER
PRODUCTION
METER
PV SYSTEM
6-030 kW -DC
5.000 kW -AC
4
TOTAL ARRAY AREA = 3762 SF
TOTAL ROOF AREA = 2641 SF
TOTAL ARRAY AREA AS A % TO ROOF AREA = 14,24%
1424% < 33%
BOS WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 10'
THIS SYSTEM DESIGNED WITH:
WIND SPEED: 145
VVIINU tzAt_u0uMtz'1 u
LAYOUT SUBJECT TO CH,
(N) 18 TRINA SOL
ROOF PLAN -ul
SCALE: 1/8" V-0"
SS
STAMPED 06/03/2M7— EXP 2/28/2023
ROOF AREA: 2641 SO FT
CLIENT:
JENNIFER PINEDA
39701 HARVEST CREEK LN, ZEPHYRHILLS,
FL 33540
AHJ: CITY OF ZEPHYRHILLS
UTILITY: WREC - WITFILACOOCHEE RIVER
ELECTRIC COOPERATIVE, INC'
PHONE: (786) 337-2962
SYSTEM SIZE (DC): 18 X 335 = 6.030 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 18 X TRINA SOLAR: TSM-335
PE14A
OPTIMIZERS: 18 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [Sill
REVISIONS
freedom
0 V,;
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
DREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
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 ROOF PLAN WITH MODULES LAYOUT
3, JUNCTION BOX IS MOUNTED TO THE RAIL. JOB NO: DATE: DESIGNED BY SHEET
F128624 5/3/2022 kM. PV-2A
ARRAY FLOOR PLAN WITH MODULES LAYOUT
Scale: NTS
BOLT OR STRUCTURAL SCREW
WITH 2-1/2" MIN. EMBEDMENT
AND FLAT WASHER
SOLAR PV ARRAY SECTION VIEW
MAX ATTACHMENT SPAN - 4'STAGGERED
TRIMRAIL
TRINA SOLAR: TSM-335
PE14A
SLIDER AND TRIMRAIL
ROOF ATTACHMENT
ROOF DECK
MEMBRANE
IvKe
STAINLESS STEEL LAG
OR STRUCTURAL SCREV
12-1/2't MIN. EMBEDMEN
FLAT WASHER
BUILDING STRUCTURE
ATTACHMENT DETAIL
Scale: ITS
ICRORAIL
RINA SOLAR: TSM-335
E 14A
ROOF/ DECK MEMBRANE
;LIDERS
7LASHING
/16" STAINLESS STEEL
AG BOLT OR
TRUCTURALSCREW
VITH 2-1/2" MIN,
MBEDMENT AND FLAT
VASHER
�I 111 1-1 -WI�I I D�
STAMPED 06/03/23 2 EXP 212812023
CLIENT
JENNIFER PINEDA
39701 HARVEST CREEK LN, ZEPHYRHILLS,
FL 33540
AHJ: CITY OF ZEPHYRHILLS
UTILITY: "WRFC - WITHLAGOOCHEE RIVER
ELECTRIC COOPERATIVE, INC"
PHONE: (786) 337-2962
.SYSTEM:
SYSTEM SIZE (DC): 18 X 335 = 6.030 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 18 X TRINA SOLAR: TSM-335
PE14A
OPTIMIZERS: 18 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [SLI]
REVISIONS
—+ qo. REVISED BY DATE
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
CONTRA( E,
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
MOUNTING DETAILS
JOB NO: DATE, I DESIGNED BY: SHEET:
F128624 5/3/2022 kM- 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
200 X 1.20 = 240
240 - 150 = 90A ALLOWABLE BACKFEED
PV SYSTEM
6,030 kW -DC
5.000 kW -AC
INTERCONNECTION METHOD SUBJECT TO CHANGE
STRING-1
35 PE14A
SOLAREDGE S440
POWER OPTIMIZERS
2 - #10 AWG,
PV1,A11PP
77�7�
STRING-2
9 TRINA SOLAR: TSM-335 PE14A
JUNCTION
BOX
L----------------- -- —
SOLAREDGE S440
POWER OPTIMIZERS
2 - #10 AWG, PV WIRE
I - #6 AWG IN FREE AIR OR
#8 AWG MUST BE IN EMT CONDUIT
(N) SOLAREDGE
SE500OH-US [SH I
INVERTER
NACI
4 - #10 AWG, THWN-2
1 - #8 EGC, THWN-2
IN 3/4" OR
LARGER EMT CONDUIT
_r - - - - - - - - - -
RAPID
SHUTDOWN
SWITCH
(E) 200A RATED
MAIN SERVICE PANEL
IPH, 120/240V 60HZ
(E)15CA12PMAIN -
BREAKER
(TOP FED)
TO OTHER
LOADS
(N) 30A RATED
AD DISCONNECT
EATON DG221URB (OR
EQUIVALENT)
KNIFEBLADE, LOCKABLE,
(N) 30A / 2P PV
NEMA 3R, UL LISTED
BREAKER
3 - #10 AWG, THWN-2 3 - #10 AWG, THWN-2
1 - #8 EGC; THWN-2 I - #8 EGC, THWN-2
IN 3/4" OR LARGER EMT IN 3/4" OR LARGER EMT
CONDUIT CONDUIT
I
CONNECT 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
w
CLIENT:
JENNIFER PINEDA
39701 HARVEST CREEK LN, ZEPHYRHILLS,
FL 33540
AHJ: CITY OF ZEPHYRHILLS
UTILITY: "WRFC - WITHLACOOCHEE RIVER
ELECTRIC COOPERATIVE, INC"
PHONE: (786) 337-2962
.SYSTEM
SYSTEM SIZE (DC): 18 X 335 = 6,030 kW
SYSTEM SIZE (AC): 5,000 kW @ 240V
MODULES: 18 A TRINA SOLAR: TSM-335
PE14A
OPTIMIZERS: 18 X SOLAREDGE S440
INVERTER: SOLAREDGE SE5000H-US [S11]
I I REVISIONS I I
I NO. I REVISED BY I DATE I
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
A
CONTRAI 'LICE E,
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
THREE LINE DIAGRAM
JOB NO: I DATE, I DESIGNED BY: I SHEET.
MODULE INFO
MAKE/MODEL: TRINA SOLAR: TSM-335 PE14A
Vac: 46 V
Vmp: 37.6 V
Isc: 9.35 A
Imp: 8.91 A
STC RATING: 335 W
PTO RATING: 307.4 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) = 26.25A
STAMPED 06403/2022 EXP 2/28/2023
WIRE SCHEDULE
STARTING
STARTING
TEMPERATURE
ADJUSTMENT
ADJUSTED
MAXIMUM
RACEWAY
CONDUCTOR
AG
ALLOWABLE
CURRENT
CORRECTION
FACTOR FOR
CONDUCTOR
CURRENT
#
EQUIPMENT
WIRE LOCATION
QTY.
WIRE
AMPACITY @ 90°C
APPLIED TO
FACTOR
MORE THAN 3
AMPACITY
APPLIED TO
SIZE
310.15(B)(16)
CONDUCTORS
310,15(B)(2)(a)
CONDUCTORS
@ 90°C
CONDUCTORS
IN RACEWAY
310.15(6)(3)(a)
IN RACEWAY
1
DO
MODULE
-7j:T
6
OPTIMIZER
ROOF / FREE -AIR
2
-
10
40
11.69
1
1
40.00
14.61
2
DC
OPTIMIZER
TO
JUNCTION BOX
ROOF / FREE -AIR
2
10
40
15.00
1
1
40,00
18.75
3
DO
JUNCTION BOX
TO
INVERTER
EXTERIOR WALL
4
10
40
15.00
1
0.8
32,00
18,75
4
AC
INVERTER
TO
AC DISCONNECT
EXTERIOR WALL
3
10
40
21,00
1
1
40D0
26,25
5
AC
AC DISCONNECT
TO
POI
EXTERIOR WALL
3
10
40
21.00
1
1
40:00
26.25
CLIENT:
JENNIFER PINEDA
39701 HARVEST CREEK LN, ZEPHYRHILLS,
FL 33540
AHJ: CITY OF ZEPHYRHILLS
UTILITY: "WRFC- WITHLACOOCHEE RIVER
ELECTRIC COOPERATIVE, INC'
PHONE: (786) 337-2962
.SYSTEM:
SYSTEM SIZE (OC): 18 X 335 = 6.030 kW
SYSTEM SIZE (AC). 5.000 kW @ 240V
MODULES: 18 X TRINA SOLAR: TSM-335
PE14A
OPTIMIZERS: 18 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [Sill
REVISIONS
NO, REVISED BY DATE
fr eedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
lL
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
haalkCONDUCTOR CALCULATIONS
DESIGNED BY: SHEET J013 NO: DATE-
F128624 5/3/2022 kM� PV_5
FBREAKER SIZES: SERVICE LIST:
30A ITV BREAKER
NONE
STAMPED iPED 103 2 EXP 2/28/2023
MATERIAL LIST:
QTY.
PART
PART #
DESCRIPTION
1$
MODULES
113-335S
TRiNA SOLAR: TSM-335 PE14A
18
OPTIMIZERS
S440
SOLAREDGE S440 POWER OPTIMIZER- FRAME MOUNTED MODULE ADD -ON
1
JUNCTION BOX
480-276
60OVDC NEMA 3R UL LISTED JUNCTION BOX
2
CONNECTORS
240-300
STAUBLI 1 MULTI -CONTACT MC4 CONNECTORS (FEMALE)
2
ICONNECTORS
240-301
STAUBLI / MULTI -CONTACT MC4 CONNECTORS (MALE)
1
INVERTER
120-501
SOLAREDGE SE5000H-US [511] 240V INVERTER UL1741 SA CERTIFIED INTEGRATED ARC FAULT PROTECTION AND RAPID SHUTDOWN
®®
1
AC DISCONNECT
321-030
30A RATED 240VAC NEMA 3R UL LISTED
CLIENT:
JENNIFER PINEDA39701
71
ROOF ATTACHMENT 1
261 -6Q2
SFM INFINITY l ROCK#T MICRORAIL
HARVEST CREEK LN, ZEPHYRHILLS,
13
SFM TRIM 1
241-253
FLASHKIT SFM f ROCK -IT TRIM COMP DARK
PART
SUGGESTED
FL 33540
35
SFM SLIDER 1
261-603
FLASHKIT SFM / ROCK -IT SLIDER COMP DARK
NUMBER
PART TYPE
DESCRIPTIONQUANTITY !
AHJ: CITY OF ZEPHYRHILLS
10
BONDING CLAMP 1
221-100
N/S BONDING CLAMP
UTILITY: "WREC - WITHLACOOCHEE RIVER
ELECTRIC COOPERATIVE, INC"
4
BONDING CLAMP 1
241-404
TRIM BONDING CLAMP
PHONE: (786) 337-2962
19
MOUNT ASSEMBLY 1
241-4£35
MLPE MOUNT ASSY
11
SFM SPLICE 1
261-604
SFM 1 ROCK -IT SPLICE
3
SFM ATTACHED SPLICE 1
211-101
ATTACHED SPLICE 8 INCH
15
TRIMRAiL 1
261-606
TRiMRAIL UN1V CLIP W( HDW
��
,.,.. „
� , , _ .. _ � ._._ .. ?+
SYSTEM:
5
TRIM SPLICE 1
261-605
TRIM SPLICE DRK
SYSTEM SIZE (DC): 18 X 335 = 6d030 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
$
TR1MRAfL 1
211-115
TRiMRAIL UNIV DRK
MODULES: 18 X TRINA SOLAR: TSM-335
18
GROUND LUG 1
260-585
ILSCO GROUND LUG
I#
PE14A
18
TRIM END CAPS 1
221-200
UNIRAC SFM f ROCK -IT TRIM END CAPS
.., ..,
,.. ... -
.,..., ,. ..,. �... „. ,. j
OPTIMIZERS: I8XSOLAREDGE S440
INVERTER: SOLAREDGE SE500JH-US (Sill
__
e;.....,..._....
.<.,.L_E....,REVISIONS
!
NO. REVISED BY DATE
freedom
.
....
, ,�_ ., - v _'LA
c R t. v _ _.
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
M R,: x, .. ,. _ ..
DREG ALBRiGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
,.. ,..
.p e�E.s
F, N � B" .. a .>IP
EQUIPMENT & SERVICE LIST
.. r :.
. .I C, r,:
F%l T!" M ) A 4- j
JOB NO: DATE: DESIGNED BY: SHEET:
F128624 5/3/2022 A.M. PV-6
705,12(B)(2)(3)(b)
a- - ------- ------
U M
N
A
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION,
om Y rr)Njnt IrTOP.q IN.qlnF
-- ---- ---I INVERTER I
it you have any questions about your wistern, please call
out Cuslorfter Support Team at
888.557.6431
or visit
This —w Pvtyaw"" wag Invall" by
fr"dom-
5
N1r)TI=c,'- I
69053
DC lil/B
-- ----- ---
NEC 690:31(G)(3) & (4)
CLIENT-
JENNIFER PINEDA
39701 HARVEST CREEK LN, ZEPHYRHILLS,
FL 33540
AHJ- CITY OF ZEPHYRHILLS
UTILITY: "WRFC - WITHLACOOCHEE RIVER
ELECTRIC COOPERATIVE, INC"
PHONE: (786) 337-2962
SYSTEM:
SYSTEM SIZE (DC): 18 X 335 = 6,030 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 18 X TRINA SOLAR: TSM-335
PE14A
OPTIMIZERS: 18 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [SH)
REVISIONS
NO, REVISED BY i DATE
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
DREG ALBRIGHT
fi
'"it,
, ,
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
LABELS
NFPA 11 A221.1.1.1
JOB NO: DATE: DESIGNED BY: I SHEET:
F128624 1 5/3/2022 1 A.M. PV-7
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 ELECTROPLATING.
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 060,412022) EXP 2/28/2023
CLIENT:
JENNIFER PINEDA
39701 HARVEST CREEK LN, ZEPHYRHILLS,
FL 33540
AHJ: CITY OF ZEPHYRHILLS
UTILITY- "WRFC - WITHLACOOCHEE RIVER
ELECTRIC COOPERATIVE, INC"
PHONE: (786) 337-2962
SYSTEM;
SYSTEM SIZE (DC): 1 B X 335 = 6,030 kW
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 18 X TRINA SOLAR: TSM-335
PE14A
OPTIMIZERS: 18 X SOLAREDGE S440
INVERTER: SOLAREDGE SE5006H-US JSIII
REVISED BY
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SITE PLACARD
JOB NO: I DATE: I DESIGNED BY: SHEET�
F128624 513/2022 AWI PV-7A
SAFETY PLAN
MARK UP
KEY
I T TI
1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET.
PERMANENT ANCHOR
2. SAFETY PLAN MUST BE MARKED BEFORE JOB
STARTS AS PART OF THE PRE -PLAN
3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE
TEMPORARY ANCHOR
& MAKE NOTES ON THE JHA SHEET
IL
INSTALLER LADDER
EMERGENCYIN CASE OF
DEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINIC
O
JUNCTION / COMBINER BOX
NAME:
U
STUB -OJT
ADDRESS.
�
SKYLIGHTSAFETY
COACH CONTACT INFORMATION
NO LADDER ACCESS(STEEP
JENNI ER PINEDA
NAME:
GRADE GROUND LEVEL
39701 HA RVEST CREEK tN, ZEPHYRHILLS,
PHONE NUMBER:`
t� �
OBSTRUCTIONS)
FL 33540
AHJ: CITY OF ZEPHYRHILLS
w,
UTILITY: "WRFC - WITHLAGOOCHEE RIVER
ELECTRIC COOPERATIVE, INC"
ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE
SAFETY PLAN AND SIGN INDICATING THAT THEY ARE
�
RESTRICTED ACCESS
PHONE: (786) 337-2962
AWARE OF THE HAZARDS ON -SITE AND THE PLAN FOR
WORKING SAFELY.
CONDUIT
SYSTEM SIZE (DC): 18 X 335 = 6.030 kW
NAME SIGNATURE
GAs
OAS SHUT OFF
SYSTEM SIZE (AC): 5.000 kW @ 240V
MODULES: 18 X TRINA SOLAR: TSM-335
PE14A
p/
OPTIMIZERS: 18 X SOLAREDGE S440
INVERTER: SOLAREDGE SE500OH-US [Sill
H2
WATER SHUT OFF
SERVICE DROP
POWER LIKES
co
REVISIONS
.��
NO. REVISED BY DATE
r
-
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
DATE: TIME:
DREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SAFETY PLAN
JOB NO: I DATE: I DESIGNED BY: SHEET:
F128624 5/3/2022 A.M. 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).
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):
0 Qualified operator(s):
Material Handlinq and Storage
Materials will be staged/stored in a way that does not present a
hazard to client, personnel or public, Materials stored on the
roof will be physically protect from failing or sliding off.
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 Safety
® 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 inclentified
and protected from contact, as neccessa
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
falling 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.
Crew leader responsible for communication with the client:
L0 Client and public is excluded from work area by barricades (N/A,
Yes, No):
Training and Pre -Job Safety Briefing
All employees onsite shall be made aware of the specific hazards
of this project and review this HJA during a pre -job briefing, and
their signature indicates awareness of site conditions and the
plan to eliminate any hazards identified prior to and during the
project.
Crew leader (name/title):
a Crew member (name/title):
a Crew member (name/title):
Crew ember (name/title):
Crew member (name/title):
0 rew member (name 7title ):
Airborne Contaminants:
* Asbestos -containing (Transite) piping (ACP) - Do not disturb
(move, drill, cut fracture, etc,)
* Asbestos -containing thermal insulation (ACI) and
Asbestos -containing duct wrapping (ACW) - do not disturb, no
attic or crawispace access is allowed if work to be performed
could cause exposure to personnel, client or public,
0 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.
0 Forecasted weather maximum temp (degrees f)-1
Heat Related Illness Prevention
• Employees shall have access to potable drinking water that is
fresh� pure, and suitably cool. The water shall be located as
close as practicable to the areas where employees are working.
Water shall be supplied in sufficient quantity at the beginning of
the work shift to provide at least one quart per employee per
hour for drinking for the entire shift. Employees may begin the
shift with smaller quantities of water if they identify the location
and have effective means for replenishment during the shift to
allow employees to drink on quart or more per hour. The
frequent drinking of water shall be encouraged,
• Shade shall be present when temperature exceeds 80 degrees
Fahrenheit- When the outdoor temperature in the work exceeds
80 degrees Fahrenheit, employees shall have and maintain one
or more areas with shade at all times.
• New employees must be acclimatized. New employees will be
monitored by their Crew Leader (site supervisor) for the first two
(2) weeks of employment or longer when necessary,
• Employees will be allowed and encouraged to implement
scheduled breaks during each shift, Employees must take
cool -down breaks in the shade any time they feel the need to do
so to protect them from overheating, Supervisors are
a ow emp oyees any rea peno ey nee
during high heat conditions -
Cool Vests are encouraged for all employees at all times during
periods of high heat.
Identify the location of the closet Occupational/ Ind ustrial Clinic
or Hospital in case a crew member becomes III.
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
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 restroorn 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.
lfOffsi�te, add location name and
Incident Reporting Procedure
Contact your Site Supervisor
Contact our Manager
Name:
Phone:
Contact your Site Supervisor
Name:
Phone:
NOTE ADDITIONAL HAZARDS NOT ADDRE55ED ABOVE
(add as many as necessary by using additional sheets)
Define the Hazard-, Method/steps to prevent incident:
Define the Hazard: Method/steps to prevent incident:
Define the Hazard: Method/steps to prevent incident:
Define the Hazard: Method/steps to prevent incident:
With: Your full name, phone number, office location, brief description
of what happen and when.