HomeMy WebLinkAbout23-74796322 Back Forty Loop
FLORIDA LLC
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City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-007479-2024
bphyrhills Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 01/04/2024
"I'tAb 1141,11
Permit TVDe: Electric Service ReDiacement/Misc
04 26 21 0160 02500 0320
Addres& 6322 Back Forty Loop 0
ZEPHYRHILLS, FL 335M
I"Iermit I ype: Electric bervice Replacement/fT
Class of Work: Add/Alter Residential
Building Valuation: $0.00
Electrical Valuation: $18,805.00
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $18,805,00
Total Fees: $134.02
Amount Paid: $134.02
Date Paid: 1/4/2024 11:18:53AM
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
Ill 11111 !1 1111111 ill 11111q:1111 I Z 1111 11 1 Emz. •��
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir
accordance with City Codes and Ordinances, NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
--A4PE IT OFFICE
CONTRACTOR SIGNATURE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
V
DocuSign Envelope ID: A07353C1-41A8-47C5-A648-EDA2DD093009 Fax-813-780-0021
--t,. q. hills Permit Application
Building Department
Date Received
01/04/2024
Phone Contact for Permitting
-- 7218
- - I'll "I
& a *'a
* a 9.1 Ams
M X,
Luis Rivera
(813) 765-0951
Owner's Name
Owner Phone Number
3I" aCK Forty LP I Zephyrhi TTs,
_
Owner's Address
I 33541
Owner Phone Number
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
632Z Back Forty Lp Zephyrhills, FL 33541
JOB ADDRESS
LOT #
SUBDIVISION
PARCEL ID#L�,,'Lt
710—
(OBTAINED FROM PROPERTY
TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADD/ALT
11 INSTALL
REPAIR
PROPOSED USE
SFR
Comm
TYPE OF CONSTRUCTION
BLOCK Q
FRAME
DESCRIPTION OF WORK
F nstall PV Rooftop Solar
SIGN = DEMOLISH
OTHER E_
STEEL = F_
BUILDING SIZE SQ FOOTAGE MiI 1 7 1 I-J HEIGHT
a-1
XV W_ I x x �K m VVx`KxVVx VIC kxlE W VIE:,
=BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE Ee PROGRESS ENERGY W. R. E. C.
=PLUMBING 1$
=MECHANICAL �$ 1 VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
REGISTERED Y/N FEE CURREN
SIGNATURE E=N
Address License #
ELECTRICIAN COMPANY
Freedom Forever FL, LLC
SIGNATURE REGISTERED L21 N _J FEE CURREN
Address 2010 SISt avenue V unit ill, Palmetto, FL 3T2711 License# I EC13008056
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN LILN J
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED YIN FEE CURREN YIN
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED y J N FEE CURREN Y_LN_j
Address License # F_
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
DocuSign Envelope ID. A07353CI-41A8-47C5-A648-EDA2DD093009
hills Permit Application
Building Department
Fax-813-780-0021
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009,
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V' 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 peninitting 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 permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
0 14 I &11NI Ii. 41O
IWT
OWNER OR AGENT
Subscribed and swom to (or affirmed) before me this
Who is/are personally known to me or hasthave produced
as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
Subscribed and
as ictentricatiom-,
L-, —Notary Public
Commission Nib.
x
Name of Notary typed, printed or stamped
SIERRA C GRAY
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Notary Public - State of Florida
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Commission; HH 114656
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my Comm, Expires Apr 6, 2025
Bonded through National Notary Assn.
Dear Whom It May Concern,
Project Name: LUIS RIVERA, 6322 BACK FORTY LP,, ZEPHYRHILLS, FL 33541
Installation of a 5,39 kW (DC) Rooftop PV Solar System
Per Florida Statute 377-705 (revised 7/01/2017), 1, Joungho Choi, P.E., a licensed engineer 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 any questions regarding this project, please feel free to contact me.
Sincerely,
Joungho Choi, P.E.
jounghoc@baruncorp.com
4/o/
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No. 94q6O
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December 27, 2023
RE: CERTIFICATION LETTER
Project Address: LUIS RIVERA
6322 BACK FORTY LP,
ZEPHYRHILLS, FL 33541
Applicable Codes = 2020 FLBC/FLEBC 7th Edition, 2020 FLRC 7th Edition, 2018 IEBC/IBC, ASCE 7-16 and 2018 NDS
Risk Category = 11
Wind Speed = 145 mph, Exposure Category C, Partially/Fully Enclosed Method
Ground Snow Load = 0 psf
ROOF 1 TO 4: 2 x 4 @ 2.4" OC, Roof DL = 7 psf, Roof LL/SL = 18 psf (Non-PV), Roof LL/SL = 0 psf (PV)
To Whom It May Concern,
Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof, The structural
review applies to the sections of roof that is directly supporting the Solar PV System.
Based on this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive
compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above,
Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the manufacturer's
specifications and to meet arid/or exceed the requirements set forth by the referenced codes.
Sincerely,
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:z No.96636 S
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RESULTS SUMMARY
7he exiting stNOwe Ann been irviewed bond on to Onwoonn MW k hr, lyn Jrsiuo< ,'rf (""'o) Ce,nefnurted "on, """'Psm,'Prane
coda. Me sruchn-al unoo;ns of the whoect Pannotty a bosed on Olp prowaed Say !Uwev �Jo-"O. 7-1r,--, roln,""ome 7.; jvoajuc,--dP inr�
r-,,sSesspr w� OW rol Parvog n4gon," the PY i utn�vp,,.d ro,,i rm e,,'
"c" ona"55 skaukind and gout", AH "nwWks, WAg W ancmwot,
wmpnru,nm sney be dr,hyned ma'AntaHed per gpndelincs r,,oc," okins slarnp-djot
maner Wokoge or exiscOg oamop to be MAW nwymen Not was MA occoned Ows"z- e ,f Prio? wi, oll,
Wom HW PlAsps. humor nfojhy t.the ekshny roof and amwamns mv A sunvbk cordlian an mpea #wnhq nored an
me Ma0mon My am nymn A, "Legineet o- Rt','co, d 0' to he shoa,,/�d, o'l,"c" (?-,,,ed k tbrt'vo,
domages such Os IVOW" cf ackeo Und, t a ,,hr leryhtr-,el NEd of laymy &$&now WO no UrAwarr",
-ic; Me One of nrvey rnd hove not brew ANAW sco�",-""" o .,? o'o"A- "ro'y ""nango" m lhe SCrn-,ot -,.,h-,e
wm* Owo rog be ameWal moms such ;%VeAkdWo, or dOeTQo,;5 ond n wAvy Q tQ Eyinerr 4 Word,
Bawn C>wp I DesQn Emid Qlnuorhg � 8 10 202A506 1 1 VsWW hwWWOMXon 2P-,
Roof Live Load
Member Tributary Area
ROOF I TO 4 Pitch
Tributary Area Reduction Factor
Roof Slope Reduction Factor
Ground $now Load
Effective Roof Slope
inow Importance Factor
Cnow ♦ Factor
gnow Thermal Factor
IKU",
Lo = 20.00 psf
At < 200 ft'
27' or 6/12
R1 = 1,00
R2 = 0.90
pg = 0.00 psf
27*
Is = 1,00
Ce = 1,00
Ct = 1,10
lin = 0.00 psf
3 5 vl, orp'CO"N
EXISTING WITH PV PANELS
Roof Dead Load (DL) = 6.70 9,70 psf
Roof Live Load (Lr) = 18,Ci0 0.00 psf
Roof Snow Load (SL) = UO UO psf
EXISTING WITH PV PANELS
(CAL + Lr)/Cd = 19.76 1038 psf
(DL + SL)/Cd = 5,83 8.43 psf
Maximum Gravity Load = 1936 10.78 psf
Load Increase (%) =F --Z46% 70K
The requirements of section 806.2 of 2018 JEBC are met and the structure is permitted to remain unaltered.
6 1 2 0 2, d, 5 0
Risk Categ
Roof ype=l���
EXPOSUre Category
Mean Roof Height =1
Topogra i ctor, Kzt =i
0
Solar Array Dead Load
Wind Directionality Factor, Kd
I
NOW" N
NOTE:
* Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC #7: 0.6DL + 0.6WL is used.
ROOF MOUNT PHOTOVOLTAIC SYSTEM
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
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
2020 7TH EDITION FLORIDA BUILDING CODE: ACCESSIBILITY ACCORDANCE WITH UL 2703, SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER
2020 7TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA) SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD.
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
REQUIREMENTS OF ART. 690 OF THE 2017 NEC
VICINITY MAP:
THE MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR UFER
UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM
SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS It SAFETY) AND UL 1741 STANDARDS
INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT
ATTACHED TO THE ROOF USING CONDUIT MOUNT.
7
2
THIS SYSTEM DESIGNED WITH:
WIND SPEED: 145
WIND EXPOSURE: C
SITE LOCATION
TABLE OF CONTENTS:
PV_1
SITE LOCATION
PV-2
SITE PLAN
PV-2A
ROOF PLAN WITH MODULES LAYOUT
PV-2B
ROOF AND STRUCTURAL TABLES
PV-3
MOUNTING DETAILS
PV-4
THREE LINE DIAGRAM
PV-5
CONDUCTOR CALCULATIONS
PV-6
EQUIPMENT & SERVICE LIST
PV-7
LABELS
PV-7A
SITE PLACARD
PV_8
OPTIMIZER CHART
PV_9
SAFETY PLAN
PV-10
SAFETY PLAN
APPENDIX
MANUFACTURER SPECIFICATION SHEETS
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No. 9460 . %
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CLIENT:
LUIS RIVERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
AFU: CITY OF ZEPHYRHILLS
UTILITY DUKE ENERGY
METER: 8385471
PHONE: (813) 765-0951
EMAIL: CHEMIR010@LIVE.COM
FINANCE SUNRUN
SYSTEM SIZE (DC): 14 X 385 = 5.390 kVV
SYSTEM SIZE (AC): 3.800 kVV @ 240V
MODULES: 14 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS' 14 X SOLAREDGE S440
INVERTER: SOLAREDGE SE380OH-USRGM
[SII]
REVISIONS
NO. REVISED BY DATE
,Rfreedom-
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800. ORLANDO,
FL 32819
Tel: P) 385OO -1075
GR ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC130080545
SITE LOCATION
JOB NO: DATE I DESIGNED BY I SHEET:
395493 112/27/20231 A,fA I PV-1
0 PIPE VENT
0 ATTACHMENTS
r'l
Li MODULES
mm
12
SETBACK
AC
AC
DISCONNECT
Msa
MSP
[J B]
JUNCTION
BOX
PM
PRODUCTIONPRODUCTION
METER
FI NV]
INVERTER
HSUB
PANEL
PV SYSTEM
5,390 kW -DC
3.800 kW -AC
4
THIS SYSTEM DESIGNED WITH:
WIND SPEED: 145
WIND EXPOSURE: C
IN
I
7k,171
DG221URB (OR EQUIVALENT)
(E) MAIN SERVICE PANEL —
(E) UTILITY METER ----I
limmmm
SITE PLAN
SCALE: 3/32" - V-0"
mmgmi :��
(N) 14 JINKO SOLAR: JKM385M-6RL3-B
86601
9 �!TE
OR V0
SION M_'i�
///j/1 1111100\\0
IROOF AREA: 1531 SO FT
CLIENT:
LUIS RIVERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER: 8385471
PHONE: (813} 765-0951
EMAIL: CHEMIROIO@LIVE.COM
FINANCE: SUNRUN
SYSTEM SIZE (DC): 14 X 385 = 5390 kW
SYSTEM SIZE (AC): 3.800 kW @ 240V
MODULES: 14 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 14 X SOLAREDGE S440
INVERTER* SOLAREDGE SE380OH-USRGM
[SH]
REVISIONS
I I NO. RE VI BY I DATE I
freedom
lllqfl"-
�
— ----------
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: POO 385-1075
GR LBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC130OP056
SITE PLAN
JOB NO DATE: I DESIGNED BY... SHEET
395493 112/27/2023 A,M. PV-2
MODIFIED SETBACKS PROPOSED AT RIDGE:
LEGEND: TOTAL ARRAY AREA = 287.65 SF
TOTAL ROOF AREA = 1531 SF
CHIMNEY TOTAL ARRAY AREA AS A % TO ROOF AREA 18.79%
1&79% < 33%
PIPE VENT
ATTACHMENTS BOS WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 10'
mamnaa— THIS SYSTEM DESIGNED WITH:
WIND SPEED: 145
RAFTERS WIND EXPOSURE: C
RAIL
LAYOUT SUBJECT TO CHANGE
SETBACK
AC
DISCONNECT
MSP
HJUNCTION
BOX
HPRODUCTION
METER
INVERTER
SUB PANEL
5,390 kW -DC
3,800 kW -AC
TOTAL ROOF AREA: 1531 SQ FT
TOTAL ARRAY A® 287.65 SQ FT
ARRAY COVERAGE: 18.79%
ROCKIT SMART SLIDE POINT -LOAD: 22,68
LBS
ROOF PLAN
SCALE 1/8 1 -011
F(E) UTILITY METER
PATHWAYS X1.1 I I — I— _1 - 11.1--1 -I.-- -
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 MODUL
3. JUNCTION BOX IS MOUNTED TO THE RAIL. I
ROOF AREA: 1531 SO FT
CLIENT:
LUIS RIVERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER: 838"A71
PHONE: (813) 765-0951
EMAIL: CHEMIROIOCLIVE,COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (DC): 14 X 385 = 5,390 kW
SYSTEM SIZE (AC): 3,800 kW @ 240V
MODULES: 14 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 14 X SOLAREDGE 5440
INVERTER: SOLARJEDGE SE380OH-USRGM
,sill
f reedom-
L_
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: - G RPGOOMB"R5 I GOH7T5
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
ROOF PLAN WITH MODULES LAYOUT
1 08 NO:
I DATE: DESIGNED BY: SHEET;
395493 12/27/2023 A.M. PV-2A
A
TOTAL ROOF AREA: 1531 SQ FT
TOTAL ARRAY AREA: 287.65 SOFT
ARRAY COVERAGE: 18,79%
SYSTEM DISTRIBUTED WEIGHT: 2.29 LBS
ROCKIT SMART SLIDE POINT -LOAD: 22.68 LBS
ROOF AREA STATEMENT
ROOF
MODULE QUANTITY
ROOF PITCH
ARRAY PITCH
AZIMUTH
ROOF AREA
ARRAY AREA
ROOF 1
6
27
27
182
270.89 SO FT
123,28 SO FT
ROOF 2
3
27
27
92
202.07 SO FT
61.64 SO FT
ROOF 3
4
27
27
2
325.17 SO FT
8219 SO FT
ROOF 4
1
27
27
182
102,85 SO FT
20.55 SO FT
----
----
---
----
----
SO FT
SO FT
----
----
----
SQ FT
SO FT
----
----
----
----
SO FT
SO FT
----
----
----
----
----
SO FT
SO FT
----
-
----
----
SO FT
SO FT
--- - -- --- ---- -- ------- --------
----
--
----
SO FT
SO FT
ttitAtitlllitddtJtf
NGO
N 96636
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CLIENT:
LUIS RIVER
I VERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER: 8385471
PHONE: (813) 765-0961
EMAIL: CHEMIROIO@LIVE,COM
FINANCE: SUNRUN
SYSTEM SIZE (DC}: 14 X 385 = 5.390 kW
SYSTEM SIZE (AC): 3.800 kW @ 240V
MODULES: 14 X J INKO SOLAR:
JKM385M-6RL3-S
OPTIMIZERS: 14 X SOLAREDGE $440
INVERTER: SOLAREDGE SE3$00H-USRGM
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EEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
TeL -1 075
GROUBMIGHT
iN
"y
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
JOB NO: DATE: 395493 112/271202 1 DESIGNED BY; I SHEET.
PV-2B
TABLE I - ARRAY INSTALLATION
ROOF
PITCH
ROOFING TYPE
ATTACHMENT TYPE
FRAMING TYPE
MAX UNBRACED
LENGTH(FT,)
STRUCTURAL
ANALYSIS RESULT
PENETRATION
PATTERN
MAX
ATTACHMENT
SPACING (IN.)
MAX RAIL
OVERHANG(I
N.)
ROOF 1
27
Comp Shingle
Ecofasten Rockit Smart Slide
2x4 @ 24" O.C.
7
PASS
STAGGERED
48
16
ROOF 2
27
Camp Shingle
Ecofasten Rocklt Smart Slide
2x4 @ 24" O.C.
7
PASS
STAGGERED
48
1
ROOF3
27
Comp Shingle
Ecofasten Rocklt Smart Slide
2x4 @ 24" O,C.
7
PASS
STAGGERED
48
16
ROOF 4
27
Comp Shingle
Ecofasten RockIt Smart Slide
2x4 @ 24`° O.C.
7
PASS
_ STAGGERED
48
16
1. CONTRACTOR TO VERIFY FRAMING TYPE AND MAX UNBRACED LENGTH PRIOR TO INSTALLATION. IF THE ABOVE INFORMATION DOES NOT MATCH FIELD CONDITIONS, NOTIFY ENGINEER OF RECORD IMMEDIATELY,
2. WHERE COLLAR TIES OR RAFTER SUPPORTS EXIST, CONTRACTOR SHALL USE RAFTERS WITH COLLAR TIES AS ATTACHMENT POINTS.
3. MAX RAIL OVERHANG APPLICABLE FOR RAILED ATTACHMENT INSTALLATIONS.
W 7i 2" MIN. EMBEDMENT
AND FLAT WASHER
ATTACHMENT
Scale:
DETAILSTACKED
or r purposes on
STAGGERED DETAIL
For • #n purposeonly,
EMBED,
2 x #12 WOOD SCREW
WITH 2" MIN. EMBEDMENT
AND FLAT WASHER
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CLIENT:
LUIS RIVERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER: M5471
PHONE: (813) 765-0951
EMAIL: CHE€AIROIO@LIVE.COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (DC): 14 X 385 = 5.390 kW
SYSTEM SIZE (AC): 3.800 kW @ 240V
MODULES: 14 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 14 X SOLAREDGE S440
INVERTER: SOLAREDGE SE380OH-USRGM
(Sill
REVISIONS
NO. REVISED BY DATE
- i -
�m
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: 800�} 385-1075
M MEMO
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
MOUNTING DETAILS
JOB NO:
DATE:
DESIGNED BY:
SHEET:
395493
11;1271 '023
A.M.
PV-3
BREAKER
CONTINUOUS OUTPUTt i
SEE 705.12 OF 2017 NEC
PV SYSTEM
5.390 kW -DC
3.800kW-AC
INTERCONNECTION METHOD SUBJECT TO CHANGE
STRING-1
14 ANKO SOLAR: JKM385M-6RL3-B
I El E
2 - #10 AWG, PV WIRE
1 #6 A C IN FREE AIR OR
t V) A,VG MUST BE IN EMT
CONDUIT
GENERATION DISCONNECT SWITCH
IN, SOLAREDGE
SE380OKUSRGM ISI 11
INVERTER
SOLAREDGE S440
POWER OPTIMIZERS
JUNCTION--
— —
BOX2
R10 AVIG. TH'WN-2
1 410 EGC. THV,N-2
IN 3 4" OR
LARGER EMT CONDUIT
(E) 225A RATED
MAIN LUG SUB PANEL
1 PH, 120/240V 60HZ
IN)30A RATED
AC DISCONNECT
EATON DG221 URB'OR
EQUIVALENT)
KNIFEBLADE, LOCKABLE.
FIRMA 3R, UL LISTED
IN)20A; 2P
PV BREAKER
—3--1-1 AWG, THWN-2
3-#10 AWG, TH111-2
1 - -'.i0 EGC. THWN-2
1- #,C EGC. THWN-2
IN 34` OR LARGER EMT
IN 3/4"' OR LARGER EMT
CONDUIT
CONDUIT
IEj GQA RATED
MAIN SERVICE PANEL
1PH. 12rrI240V 60HZ
)E) 200A 12P MAIN
BREAKER
(TOP FED)
l
EXISTING WIRE RUN
THROUGH CONDUIT
FEED -THROUGH LUGS
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CLIENT:
LUIS RIVERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER:8385471
PHONE: (813) 765-0951
EMAIL: CHEMIR010cs LIVE.COM
FINANCE SUNRUN
SYSTEM SIZE (DC): 14 X 385 = 5.390 kW
SYSTEM SIZE (AC): 3.800 k`vV @ 240V
MODULES: 14 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 14 X SOLAREDGE S440
INVERTER: SOLAREDGE SE3800H-USRGM
[SIl]
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
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: DESIGNED BY: SHEET:
395493 12/27/2023 A.M. PV-4
NORM
I vu.
TURN RAPID
SHUTDOWN SWITCH TO
THE "OFF" POSITION TO
rE
SHUT DOWN PV SYSTEM
AND REDUCE SHOCK
HAZARD IN THE ARRAY:
690.56(C)(11)(A)
M
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690,56(C)(3)
690.54
690.15, 690.54
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our Oust Supowt Team at
888.657.,6431
orvieft
ThIs War PV wisUM Was Invrafto by
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1. NEC ARTICLES 690 AND 705 AND IRC 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. ARIAL 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
M
No.94860
T EF
4 0 R Ii
1,1,,I,SIONO�
21
��
CLIENT:
LUIS RIVERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER: 8385471
PHONE: (8 13) 765-0951
EMAIL: CHEMIROIO@LIVE.COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (DC): 14 X 385 = 5.390 kW
SYSTEM SIZE (AC): 3.800 kW @ 240V
MODULES: 14 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS 14 X SOLAREDGE S440
INVERTER* SOLAREDGE SE380OH-USRGM
[Sit]
I I REVISIONS
I NO. III REVISED BY i DATE
• freedom -
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO.
FL 32819
Tel: (800) 385-1075
DREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC 13008056
LABELS
JOB NO: 1DATE: I DESIGNED BY SHEET
395493 12 /27/20231 A.I\A. PV-7
CAUTION
POWER TO THIS BUILDING IS
ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH
DISCONNECTS AS SHOWN
AC DISCONNECT INVERTER EQUIPPED
MAIN SERVICE PANEL WITH RAPID SHUTDOWN
JUNCTION BOX
UTILITY METER
SUBPANEL 14 PV MODULES
_n
0
WARNING
TURN OFF PHOTOVOLTAIC AC DISCONNECT
PRIOR, TO
1. NEC ARTICLES 690 AND 705 AND IRC 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.
GH
'0 0
No.94860
TE
?0 44
6F-
SION
/23
CLIENT:
LUIS RIVERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER: 8385471
PHONE: (813) 765-0951
EMAIL: CHEMIR010@LIVE.COM
FINANCE: SUNRUN
SYSTEM:
SYSTEM SIZE (DC): 14 X 385 = 5.390 kVV
SYSTEM SIZE : 3.800
4
MODULES: 14 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS* 14 X SOLAREDGE S440
INVERTER! SOLAREDGE SE380OH-USRGM
[Sill
I NO. I REVISED BY I DATE I
freedom -
'"A FREEDOM FOREVER ULC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC 13008056
I SITE PLACARD I
JOB NO: DATE I DESIGNED BY I SHEET
395493 112/27/20231 A.M. PV-7.4
-
1-
1-
1-
1-51-60
SOLAREDGE OPTIMIZER CHART
1
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CLIENT:
LUIS RIVERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER:8385471
PHONE: (813) 765-0951
EMAIL: CHEMIR010@LIVE.COM
(
FINANCE:SUNRUN
(I I
i
SYSTEM:
SYSTEM SIZE (DC}: 14 X 385 = 5.390 kW
SYSTEM SIZE (AC}: 3.800 kW @ 240V
MODULES: 14 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 14 X SOLAREDGE S440
INVERTER: SOLAREDGE SE380OH-USRGM
[S11]
REVISIONS
NO. REVISED BY DATE
freedom
FREEDOM FOREVERLLC�
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
t
1
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008656
10
OPTIMIZER CHART
JOB NO:
DATE:
DESIGNED BY:
SHEET:
395493
12l2772023
A.M.
PV-8
zAFETY PLAN
MARK
UP KEY
POLICIES_
INSTRUCTIONS:
INSTRUCTIONS:
1 USE SYMBOLS IN KEY TO MARK UP THIS SHEET.
'
PERMANENT ANCHOR
1. SCAN OR LINK BELOW TO
2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE
ACCESS ALL FREEDOM
PRE -PLAN
3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON
FOREVER SAFETY
POLICIES AND PROGRAMS.
THE JHA SHEET
TEMPORARY ANCHOR
INCIDENT REPORTING:
F,
L�
INSTALLER LADDER
INJURIES - CALL INJURY HOTLINE
(855) 400-7233
*ff injury is life threatening, call 911 first THEN the Injury Hotline
JUNCTION I COMBINER BOX
NON -INJURIES - USE MOBILE INCIDENT REPORTING
STUB -OUT
(Auto, Property Damage, Near Miss)
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SKYLIGHT
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NO LADDER ACCESS (STEEP
GRADE OR GROUND LEVEL
OBSTRUCTIONS■ )
CLIENT:
LUIS RIVERA
6322 BACK FORTY LP, ZEPHYRHILLS, FL
33541
RESTRICTED ACCESS
AHJ: CITY OF ZEPHYRHILLS
NEAREST OCCUPATIONAL/INDUSTRIAL CLINIC:
UTILITY: DUKE ENERGY
METER: 8385471
NAME:
CONDUIT
PHONE: (813) 765-0951
EMAIL: CHEMIR010@LIVE.COM
FINANCE: SUNRUN
ADDRESS:
GAS
GAS SHUT OFF
SYSTEM:
NEAREST HOSPITAL:
SYSTEM SIZE (DC): 14 X 385 = 5.390 kW
SYSTEM SIZE (AC): 3.800 kW @ 240V
NAME:
H2O
WATER SHUT OFF
MODULES: 14 X JINKO SOLAR
JKM385M-6RL3-B
OPTIMIZERS: 14 X SOLAREDGE S440
ADDRESS:
SERVICE DROP
INVERTER: SOLAREDGE SE380OH-USRGM
slil
SAFETY COACH CONTACT INFORMATION:
POWER LINES
NAME:
PHONE NUMBER:
r1% r—% A
AN IN U A L
REVISIONS —
NO.
REVISED BY
DATE
ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE SAFETY PLAN AND
SIGN INDICATING THAT THEY ARE AWARE OF THE HAZARDS ON -SITE AND THE
THIS LOG IS TO BE FILLED OUT ANY
TIME THE TEMP EXCEEDS 90 DEGREES. THE CREW LEAD AND ROOF LEAD ARE RESPONSIBLE FOR ENSURING THIS IS
PLAN FOR WORKING SAFELY.
COMPLETED AND UPLOADED AT THE END OF EVERYDAY WHEN TEMPS EXCEED 90 DEGREES
-q fr��Om
NAME SIGNATURE
NAME
0800HRS
0900HRS
1000HRS
1100HRS
1200HRS
1300HRS
1400HRS
1500HRS
1600HRS
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
TeL (800) 385-1075
GREG ALBRIGHT
1, !At
Z
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
DATE: TIME:
SAFETY PLAN
JOB NO:
DATE:SHEET:
395493
112/27/2023
A.M.
PV-9
Ladder Access
Ladders must be inspected before each use.
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
• Type(s) of mobile equipment (Type/Make/Model):
Material Handling 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
° Asite-specific p|anfbrfm||prevenUonandpmteoiunisequired
prior 0ostarting work and must remain onmheotall times until
work iacomplete; afall rescue plan must beoutlined and
discussed among the crew prior towork start.
• First-pnrsnn'Up(FPU) must install their anchor and connect
before any other task, including installing other anchors. The
Last-Pemon'Qmwn(LPD) must bethe only person onoroof
uninstalling fall protection.
FPCP (name and title):
LPD (name and title):
Electrical Safety
• The Electrical Qualified Person (EQP)iarequired onmheto
perform electrical work,
= All electrical work will beperformed with equipment inan
electrically safe condition (de'energized) unless approval has
been granted prior \owork.
° Service drops and overhead electrical hazards will beindantified
and protected from contact, as neccessary.
pom/cpn*ecwnn
° The safety nfthe Client and Public must bemaintained atall
times.
• The Client and the Public shall beprevented from entering the
work zone through the use ofbarriers and/or eignagm.as
required.
• Company, Client and Public property shall Ueprotected from
failing objects.
° Pets (including dogs) shall besecured bytheir owners prior to
work start.
° The Client should not leave pets, family members, urothers in
charge orcare ofEmployees, Contractors, orTemporary
Workers.
I Olt I secwowo M, T, I a pre-JOS SdIeLy MeetIng witin all personnel, and upload this completed document and the Safety Plan to Site Uapture
der responsible for communication with the client: Heat Related Illness Prevention NOTE
I Employees shall have access to potable drinking water that is
Training and Pre -Job Safety Briefing,
* All employees onsite shall bemade aware of the specific hazards
o[this project and review this VJAduring apre-job briefing, and
their signature indicates awareness ofsite conditions and the
plan Voeliminate any hazards identified prior toand during the
Crew leader (name/title):
Crew member (name/title):
member (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
Airborne Contaminants:
Asbestos -containing (Transite) piping (ACP) - Do not disturb
(move, drift, cut fracture, etc.)
Asbestos -containing thermal insulation (ACI) and
Asbestos -containing duct wrapping (ACW) - do not disturb, nt
attic or crawlspace 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:
T!eather 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
Elevated work involving the moving or maneuvering of solar
panels shall cease at 25mph (sustained wind) until wind
7 recasted weather maximum temp (degrees f):
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 feet the need to do
so to protect them from overheating. Supervisors are
REQUIRED to allow employees any break period they need
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/industrial Clinic
or Hospital in case a crew member becomes ill.
What is the specific plan to provide and replenish sufficient water for
ail 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 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.
11AM4111114 'I
Incident Reporting Procedure
Contact your Site Supervisor
Contact your Manager
Contact your Site Supervisor
pas �mmanyas nMcessary M usiMadditMonal sh!eets) �
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.
MODULESEAGLE
Positive power tolerance of 0-+3%
Top performance in the strictest 311 party labs
Premium solar factories in USA, Vietnam, and Malaysia
r. r r R 'a'y
TR Technology
98B Half Celt Technology
Shade Tolerant
Thick and Tough
Beading Warranty
I-10111111MV11111
ENGINEERING DRAWINGS
ength: +/- 2mm
Width;+/-2mm
Height:+/- loom
.. Row Pitch: +/- 2rorn
ELECTRICAL PERFORMANCE & TEMPERATURE DEPENDENCE
Current -Voltage & Power -Voltage
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BUILDING YOUR TRUST IN SOLAR. W t`'J„ANKOSSOt..ARAUI
Specifically designed to work with SolarEdge
residential inverters
Detects abnormal PV connector behavior,
preventing potential safety issues*
Module -level voltage shutdown for installer and
firefighter safety
Superior efficiency (99.5%)
Mitigates all types of module mismatch loss,
from manufacturing tolerance to partial shading
r er,ec oval ac ., ��22
Faster installations with simplified cable management
and easy assembly using a single bolt
Flexible system design for maximum space utilization
Compatible with bifacial PV modules
Meets NEC requirements for arc fault protection (AFCI)
and Photovoltaic Rapid Shutdown System (PVRSS)
soiaredge.com solar =@"
Power O„,.
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Intertek
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I Specifically designed mwork with power
optimizers
I Record -breaking g9%weighted efficiency
I Quick and easy inverter commissioning directly
from asmartphoneusing Sn|arEdgeSe»App
I Fixed voltage inverter for longer strings
I Integrated arc fault protection and rapid
shutdown for NEC 2014-2023 per articles
I UU741SAcertified, for [PU{Rule Z1grid
compliance
I Small, lightweight, and easy toinstall both
outdoors or indoors
I Built-in module -level monitoring
I Optional: Faster installations with built-in
consumption metering (1%accuracy) and
production revenue grade metering (0.5Y6
accuracy, ANSI C1Z2D)
SolarEdge Home Wave Inverter
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Eaton General duty non -fusible safety switch, single -throw, 30 A, 240 V,
N EMA 3 R, Rainproof, Painted galvanized steel, Two -pole, Two -wire
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General duty safety switch
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Type
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Non -fusible
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NEMA 3R
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Product Name Catalog Number Amperage Rating
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Warranty Certifications
Eaton Selling Policy 25-000, one (1) year UL Listed
from the date of installation of the
Product or eighteen (18) months from the Catalog Notes
date of shipment of the Product, WARNING! Switch is not approved for
whichever occurs first, service entrance unless a neutral kit is
installed.
Catalogs
Eaton', Volume 2—Commercial Distribution
Multimedia
Double Up or, Safety
Sm,chmg DPvicc,, Flex Center
Specifications and datasheets
Eaton Specification Sheet - D(5221U[2B
Eaton Corporation pie
Eaton House
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Dublin 4, Ireland
Eaton.com All other trademarks are
ig 2023 Eaton. All Rights property of their respective
Pbw--,7rg Basvmss wcodKde Reserved. owners.
Eaton.com/socialmedia
R"
introducing EcoFasten's Patent pending Rock|tSmart Slide, our sinnp|eso|ut|on for
quickly installing the popu|ar Rock|t ra||'|esu racking system to cornposibon shino|e
roofs,
Features & Benefits
' Binnina1usthe need 1u pry upshingle
courses and install ametal flashing
~ Multiple opportunities toMndthe rafter
^ Noneed for additional rnateria|when
architectural shingles are not level
^ Longer 675^slide avoids overlaps |n
shingle courses
~ Integrated flashing utilizes
UbraGripTechno|ogy"", to create
awetertightseal
Required Components:
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PreinstaUedsealing pad, areconnpat|b|evvithall connpos|tion
shingle roofs,'The connpressionachievedvvhenfasteneduthe
roof creates asuper strong watertight seal. inmost cases, the
slide can bernountedkzthe deck without the need for sea|ant,
Alayer of flexible foamDrovdes cushioning, whichallows the
,,a,aterproofngsealant toembed deep intothe granules ofthe
shingle aswell astoflexibly conform over 'the steps found on,
arch|tectura|'sy/|e shingles.
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PART NUMBER DESCRIPTION
[ 2011024 RI SMART SLOE BLK 6.75'
TEM NO. DESCRIPTION
1 ROCKIT SMART SLIDE ASSEMBLY
1) ROCKIT FLASHLESS SLIDE ASSEMBLY
1.77
1.20 [44.9]
[30.5]
t
2.40
[61.0]
40
[10.2]
ESIVE RELEASE LINER
MATERIAL ALUMINUM, EPDM, ADHESIVE, TREATED PAPER
FINISH BLACK
Rev: I
R1 SMART SCREW #12XT' W/BW
PAR? NUMBER DESCRIPTION
2011025 1 RI SMART SCREW # 12X3" W/BW
0.4,
[10.5
ITEM NO. I DESCRIPTION
1 SELF TAPPING SCREW # 12 WITH SEALING WASHER ASSEMBLY
0.55
[14.0] 2.87
[72.8]
31
[7.8]
3.00
[76-2]
MATERIAL STAINLESS STEEL, EPDM RUBBER
FINISH MILL, BLACK
Rev: I
� EcoFasten
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BcoFa*ten
4141 West Van Buren St.
Phoenix, AZO5DO9
Re: EcoFasten Rocklt System, with Comp Slide orSmart Slide, Engineering Certification for Gable and Hip roofs.
This letter addresses the structural performance and code compliance of EcoFasten's Rockit Flush Mount
System. The contents ofthe letter shall bereviewed in its entirety before application tuany project design,
The Rockit System is a proprietary rooftop mounting system used to support photovoltaic (PV) modules
installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are
supported by extruded aluminum Rockit Mount assemblies which are connected to a RockIt roof
attachment, either the Rockit Comp Slide or Rockit Smart Slide, which is attached directly to the roof
structure. Assembly details of a typical RockIt system and its core components are shown in Exhibit ECO 1.0.
The Ruck|tCump Slide assembly is shown in drawing EX-1 and the Rock|1Smart Slide assembly is shown in
drawing8SOO76. The EcoFasten Rockit System is designed and certified to the structural requirements of
the reference standards listed below, for the load conditions and configurations tabulated in the attached
span tables.
0 Minimum Design Loads for Buildings and Other Structures, AS[E/SB7-16
° 2U18International Building Code, bythe International Code Council, Inc,
0 2OZUFlorida Building Code
° SEAOC (Structural Engineer Association of California) report PV2-2017 Wind Design for Solar Arrays
0 Aluminum Design Manual 2Q15'byThe Aluminum Association, Inc.
° NDS-2018, National Design Specification for Wood Construction, by the American Wood Council
The span tables provided in this letter are certified based on the structural performance of EcoFasten Rocklt
System in conjunction with RockIt Comp Slide or Smart Slide only, with no consideration of the structural
adequacy of the PV modules, or the underlying roof supporting members. These tables are intended to be
used under the responsible charge of a registered design professional where required by the authority
having jurisdiction. It is the responsibility of the installer or system designer to verify the structural capacity
and adequacy of the system components regarding the applied or resultant loads of any chosen array
configuration.
*wx/�v
Sincerely,
No. 94247
Matthew Kudka, PEfill kktle�
06/09/2023
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The tables included inthis letter provide the maximum allowable spans of the Rockit System, when used in
conjunction with one ofthe available roof mounts, asaFlush Mount System for the respective loads and
configurations listed, covering wind exposure categories B, C, & D, roof zones provided in ASCE 7-16 for
enclosed and partially enclosed gable roofs with slopes less than or equal to 70 & enclosed and partially
enclosed gable o/hip roofs with slopes of8"to6O° The tabulated spans are applicable when the following
conditions are met:
Span is the distance between two adjacent roof attachment points (measured at the center of the
attachment fasteners).
2. The underlying roof slope, measured between the roof surface and horizontal plane, is 00 to 60".
3. The mean roof height, defined as the average of the roof eave height and the roof ridge height
measured from grade for roofs with pitches above 10 degrees and defined as the eave height for
roofs with pitches less than or equal to 10 degrees, does not exceed 30 feet.
4.Aclearance from the module top surface to the roof surface of2"minimum shall beprovided and
the height of the array, the distance from the module top surface to the roof surface (defined as h2),
shall not exceed 6".
5. Module length and area shall not exceed the maximum values listed on the respective span
tables.
(i All Flush Mount components shall be installed in a professional workmanlike manner per
EcoFasten's RockIt Installation Manual and the requirements specified for the underlying roof
supporting members in the certification letter of the selected roof attachment, Rockit Comp Slide or
Rock|t Smart Slide, are confirmed tubemet.
1 . The Flush Mount System is designed as a Risk Category 11 structure as defined by ASCE 7-16 Table
3. Snow load used in the span tables is the ground snow,and shall conform to ASCE 7-16 Fi& 7.2-1
and applicable state & local county/city amendments to the IBC. If the local jurisdiction specified
the local building code/amendments before the application of the attached span tables, No special
snow conditions are considered including unbalanced, drifting, sliding, retention, or ponding snow,
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4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes
being:
(a) For ground snow no greater than 42psf: Ss < 2.Og for Site Class A, B, C, & D.
(b) For ground snow greater than 65psf: Ss <_ 1.Og for Site Class A, B, C, & D.
(c) For ground snow between 42 and 65psf: Ss <_ 1.5g for Site Class A, B, C, & D.
5. Roof zones are defined by ASCE 7-16 Figure 30.3-2A to Figure 303-21 and are organized into three
groups in which the zonesRoof zones
The maximum module cantilever length, measured from the module end to the nearest
7. A 1.0" Tolerance for any specified dimension in this report is allowed for installation.
Per ASCE 7-16:
a = 10 % of least horizontal dimension of 0.4h, whichever is smaller, but not less than either
4% of least horizontal dimension or 3 ft (0.9m). If an overhang exists, the edge distance shall
be measured from the outside edge of the overhang. The horizontal dimensions used to
compute the edge distance shall not include any overhang distances.
B=Horizontal dimension of building measure normal to wind direction in ft (m)
h=Mean roof height, in ft (m), except that eave height shall be used for 0 <_ 10 °
0 = Angle of plane of roof from horizontal, in degrees.
D„2h
I
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1
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11
0 jh
ELEVATION
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ELEVATION
Grouping of ASCE -1 f Zones (Gable)
Roof
Slope
°_7° $°-27°
2$°-60°
Group
i
Group 1
Group 2
Group 3 Group 1
Group 2
Group 3
Group 1
Group 2
Group 3
ASCE 7-16
1
1
2n
1
2n
Roof
2
3
2r
3r
2e
3e
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1
2e
3e
2r
3r
Grouping f ASCE 7-16(Hip)
Roof
Slope
8°-20° 21°-27°
28°-60°
Group
Group 1
Group 2 ( Group 3 Group 1 Group 2 Group 3
Group 1
Group 2
Group 3
ASCE 7-16
Roof
1
2r 1 3
1
2e
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A module is defined as Exposed (per Section 29.4.4 of ASCE 7-16) if the distance from any of its free edges
(an edge with no connectivity to other modules) to its facing roof edge (such as eave,ridge, rake, orhip) is
greater than 0.5h (h is ASCE defined building height) AND if the distance from the same free edge to any
other adjacent array or panel is greater than 4 feet. The maximum allowable span for Exposed Modules
shall be the lesser of the following two: (1) The span value for the exposed module condition, (2) The span
value determined bythe site wind and ground snow load.
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