HomeMy WebLinkAbout23-70985335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 10/24/2023
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.
ME=. 11 lill illilil llllll� ly Jill Jill I 11�11 11111 �� �!!!!! 11 11
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
'"M
PE IT OFFICE
'11970 101fli"W1,240M
........ ... rip 'Ill IIIII ;;J Jill
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 10/24/2023 Phone Contact for Permitting 1(727 294 __7218
Owner's Name Heather Lorancaitis Owner Phone Number
Owner', Address 138603 Alpha Ave Zephyrhills FL 33540 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 138603 Alpha Ave Zephyrhills FL 33540 LOT # 150
SUBDIVISION Alpha Village Estates PARCEL ID#1 35-25-21-005A-00000-1 500
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT SIGN 0 DEMOLISH
R INSTALL REPAIR
PROPOSED USE SFR COMM OTHER Isolar Panel —t.11.b.,
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK Installation of PV solar panels on rooftop.
BUILDING SIZE SQ FOOTAGE 678.03HEIGHT
x�xx1UxxV`1Exx_V'4Uxxx x x'xx'xxx1x xvvwx XXXIE 'Ex 'Elk C �Ewx WV1Ex_xWL VWX wxlr�t�
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ 36,616M AMP SERVICE � PROGRESSENERGY W.R.E.C.
=PLUMBING
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED L_YLN FEE CURREN L
Address License #
ELECTRICIAN COMPANY Freedom Forever
SIGNATURE REGISTERED LIY!N FEE CURREN UY IN I
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N I FEE CURREN L_Y_LN J
Address License #
MECHANICAL COMPANY =
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License #
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN =/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 wl Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
if over $2500, a Notice of Commencement is required. (AJC upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed' restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009,
Furthermore, If the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to pennitfing 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' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned,
0
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-nbed by libr rme) bef&efrfe this 11'�, -ne Subscribed and
is/are personally known me or has/have produced < __Wh=-
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as identification.
Public A,( aa Notary Public
Commission No. 1\�
Name of Notary rped,"Primed or strmpff
............... . . . . . . . . . . .
. . . . . . . . . . .
SADIE WALKER
Notary Public -State of I 'da
Commission # HH 24
my Comm. Expires Mar 2 26
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3ondee through National Not
. . . . . . . . . .
SIERRA C GRAY
botany SIERRA
otary Public - State of Florida
Pub
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Commission # HH 114656
Commission
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my Comm, Expires Apr 6, 2025
My Comm
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Per Florida Statute 377-705 (revised 7/01/2017), 1, Mike Rieth, RE., 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.
2=
Mike Rieth, P.E.
LILP-1Z71LIaLUD
N 94U4
STATE OF
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CERTIFICATION LETTER
HEATHER LORANCAITIS
38603 ALPHA AVENUE
ZEPHYRHILLS, FL33540
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, HVHZ, Partially/Fully Enclosed Method
Ground Snow Load = 0 psf
Roof I & 2: 2 x 4 @ 24" OC, Roof DL = 7 psf, Roof LL/SL = 20 psf (Non-PV), Roof LL/SL = 0 psf (PV)
To Whom It May Concern,
A structural evaluation of loading was conducted for the above address based on the design criteria listed above.
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 manufacturers
specifications and to meet and/or exceed the requirements set forth by the referenced codes,
Sincerely,
I I I I I
L Q4
No. 95019
STATE OF
Z_
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K I "m � I AM RESULTS SUMMARY
MOUNTING PLANE STRUCTURAL EVALUATION
Roof 1 & I I X; Lai I & I 211TWO
■
Tie exisling structure has 'been reviewedbrisdon meassumpf'ron thotithas treen
codes. The structuroloorayseic),f the subiect property is based orr the provided site surve'voicito, Tne co.,11cuiotions 005
structUre's aeses-sirent are only for the roof frop"liag suppol'Zinc, the propused ,"V instrolation refetencedin the stomped pionset orid were
orm,se occording to generolly recognized _`Irucmral oilo/too standoras and 'pro
procz,.rahuies. Al; PV modtudes, rociring ond wtoch.mem
componeors Oxt/i be de,�,,otned ond instia/ed per rnanufficturer's iso r _s
I p oved guidelinws cod spec�ficabonc. Fhw e plons ore orit staimped j"or
water leakaae or exisliou damocie to the structuroi component thot was not ac,'Lssed during the site survey- Prior, to cornnrienceruciz, of
work, the PV system instol/er should verify trite tire existlog rivolf anof connections ore in suituble condition and insloect frornina noted an
the certrymaon lelte,, ond i-,forrri the Errolneer o Record (sf any chiscreponcies prior to insfoflation, 1he inst lier should caso checkfor o'ni,
0 1 otoages such as ivsoet il L arrlag,", Cracked frorning, etc, on inforro the Engineer ojl Record of existing deficiencies which so-e :gin noon?
arnr/or were not observaWe during the teneoy'survey ond hove not been inciuded in this scispe of' work Any change in, the scope of tire
work shid! not be, Lace teed unless such chongo. oddit"Oo. or deletion is approved in odreance ono'e'? writing by tire Enginee, csRecord ,
Bar C-orr., i Design eel;. L-T 'J� �o'eting ! 610,202 4506 i chnskyZ'PbarL1ncorP Q.M.C.-i I airses, banuncionc, coin, 2/5
■
Tie exisling structure has 'been reviewedbrisdon meassumpf'ron thotithas treen
codes. The structuroloorayseic),f the subiect property is based orr the provided site surve'voicito, Tne co.,11cuiotions 005
structUre's aeses-sirent are only for the roof frop"liag suppol'Zinc, the propused ,"V instrolation refetencedin the stomped pionset orid were
orm,se occording to generolly recognized _`Irucmral oilo/too standoras and 'pro
procz,.rahuies. Al; PV modtudes, rociring ond wtoch.mem
componeors Oxt/i be de,�,,otned ond instia/ed per rnanufficturer's iso r _s
I p oved guidelinws cod spec�ficabonc. Fhw e plons ore orit staimped j"or
water leakaae or exisliou damocie to the structuroi component thot was not ac,'Lssed during the site survey- Prior, to cornnrienceruciz, of
work, the PV system instol/er should verify trite tire existlog rivolf anof connections ore in suituble condition and insloect frornina noted an
the certrymaon lelte,, ond i-,forrri the Errolneer o Record (sf any chiscreponcies prior to insfoflation, 1he inst lier should caso checkfor o'ni,
0 1 otoages such as ivsoet il L arrlag,", Cracked frorning, etc, on inforro the Engineer ojl Record of existing deficiencies which so-e :gin noon?
arnr/or were not observaWe during the teneoy'survey ond hove not been inciuded in this scispe of' work Any change in, the scope of tire
work shid! not be, Lace teed unless such chongo. oddit"Oo. or deletion is approved in odreance ono'e'? writing by tire Enginee, csRecord ,
Bar C-orr., i Design eel;. L-T 'J� �o'eting ! 610,202 4506 i chnskyZ'PbarL1ncorP Q.M.C.-i I airses, banuncionc, coin, 2/5
im
PV PANELS DEAD LOAD (PV-DL)
PV Panels Weight
= 2.50 psf
Hardware Assembly Weight
= 0.50 psf
Total PV Panels
PV-DL = 3.00 psf
ROOF DEAD LOAD (R-DL)
Existing Roofing Material Weight
Composite Shingle Roof I Layer(s)
= 2.50 psf
Underlayment Weight
= 0.50 psf
Plywood/OSB Sheathing Weight
= 1,50 psf
2 x 4 @ 24 in. O.C.
Framing Weight
= 0.73 psf
No Vaulted Ceiling
= 0.00 psf
Miscellaneous
= 1.50 psf
R-DL =6.70 psf
REDUCED ROOF LIVE LOAD (Lr)
Roof Live Load
Lo = 20.00 psf
Member Tributary Area
At < 200 ft'
Roof I & 2 Pitch
18' or 4/12
Tributary Area Reduction Factor
R1 = 1.00
Roof Slope Reduction Factor
R2 = 1.00
Reduced Roof Live Load, Lr = Lo (RI) (RZ)
Lr = 20.00 psf
Ground Snow •Load
liii�lEffective Roof Slope
Snow Importance Factor
inow Exposure Factor
Snow Thermal Factor
Minimum Flat Roof Snow Load
RM I
pg = 0.00 psf
18'
Is = 1.00
Ce = 1.00
Ct = 1.10
iin = 0.00 Psf
Barun Corp i Design, aid Engineering 1 610,202 4506 1 chrisk@baruncor,p Conr"
-1 1 i wvvmrbarluncoro,cam
3/5
Roof Live Load (Lr)
(DL + Lr)/Cd =
(DL + SL)/Cd =
Maximum Gravity Load =
EXISTING
WITH PV PANELS
■
EXISTING
WITH PV PANELS
21.36
1038
5.83
8.43
21.36
10.78
Load Increase (%) =4�. 4�a OK
psf
psf
psf
psf
psf
psf
The requirements of section 806.2 of 2018 IEBC are met and the structureA'permitted to remain unalterecL
Barun Ccorp-, Engineenn,,i 16 10,202,4r,06 i chnskC baruncorp.com 1 wvvvv,baruncorrr),'5
SITE INFORMATION
Risk Category
F Roof T
Velocity Pressure Exposure Coefficient, z =
Mean Roof Height=
Topographic Factor, Kzt =
Solar Array Dead Load =i
Wind Directionality Factor, Kd
Ground Elevation Fact) P
DESIGN CALCULATIONS
Wind Velocity Pressure, qh =
�-Solar Array Pressure Equalization Factor, ya =
Hardware Type =
Ecofasten RocklT Smart Slide
Allowable Loa =
,S. Pine, # Woo crew x Em e ment
Array Edge Factor, V 1 Exposed- Condition
Spacing (Zone I 11 & 2e)
Max. Y - Spacing (Zone I & 2e)rl
Max. X - Spacing (zone 2n - 3e),
Max. Y - Spacing (Zone
Spacing (Zone 3r)
Spac •
1160 ft2
6.80 ft,
UPLIFT PRESSUI
PULLOUT FORCE
NOTE
® Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC #7: 0.6DL + O.6WL is used.
Bal-Un Cor- ' "e-a- --" Engineenng 610,202,45OE3 crinsk@t
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MOUNT PHOTOVOLTAIC SYSTEM
CODES:ROOF
CONSTRUCTION NOTES:
THIS PROJECT COMPLIES WITH THE FOLLOWING:
2020 7TH EDITION FLORIDA BUILDING CODE
CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND
2020 7TH EDITION FLORIDA RESIDENTIAL CODE
ARE NOT MEANT TO LIMIT UP —SIZING AS REQUIRED BY FIELD CONDITIONS.
2020 7TH EDITION FLORIDA MECHANICAL CODE
ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT
2020 7TH EDITION FLORIDA PLUMBING CODE
POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE
2020 7TH EDITION FLORIDA FUEL GAS CODE
MOUNTED.
2020 7TH EDITION FLORIDA ENERGY CONSERVATION CODE
2020 7TH EDITION FLORIDA EXISTING BUILDING CODE
MODULES SHALL BE TESTED, LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN
2020 7TH EDITION FLORIDA ACCESSIBILITY CODE
ACCORDANCE WITH UL 2703. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER
S L r
2020 7TH EDITION FLORIDA FIRE PREVENTION CODE
SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD.
Ed ��
2017 NATIONAL ELECTRICAL CODE
DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY
e a
AS ADOPTED BY CITY OF ZEPHYRHILLS (FL)
EXCAVATION TAKING PLACE
$&
PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM
DC DISCONNECTIINVERTER 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
g
4n
VICINITY
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
�'
f
SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (GLASS 11 SAFETY) AND UL 1741 STANDARDS
CLIENT:
,t- t ;
INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT
HEATHER LORANCAITIS
38603 ALPHA AVENUE, ZEPHYRHILLS, FL
ATTACHED TO THE ROOF USING CONDUIT MOUNT.
33540
AHJ: CITY OF ZEPHYRHILLS (FL)
<<
UTILITY: DUKE ENERGY (FL)
METER: 8257790
AP N : 35-25-21-005A-00000-1500
i
EMAIL: HEATHERL1 YAHOO.COM
j�
SYSTEM:
I
SYSTEM SIZE (DC): 33 X 385 = 12.705 kW
SYSTEM SIZE (AC). 10,000 kW 0 240V
MODULES: 33 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 33 X SOLAREDGE S440
INVERTER: SOLAREDGE SE10000tt-USRGIa4
x
!I
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[Sf1]
REVISIONS
NO. REVISED BY DATE
freedom -
F, 1; d w.
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 1
TGR,el: ((BiKV}} 385-1075
l:9 BRIGHT
SITE LOCATION
TABLE F CONTENTS:
PV-1
SITE LOCATION
PV-2
SITE PLAN
PV-2A
ROOF PLAN WITH MODULES LAYOUT
PV-26
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
r1i
CONTRACTOR LICENSE:
PV-7A
SITE PLACARD
PV-8
OPTIMIZER CHART
PV-9
SAFETY PLAN
CERTIFIED ELECTRICAL
056 CONTRACTOR
SITE LOCATION
PV-10
SAFETY PLAN
APPENDIX
MANUFACTURER SPECIFICATION SHEETS
JOB NO: DATE; DESIGNED BY: SHEET:
1,
382384 3 S.A. PV-1
CHIMNEY
PIPE VENT
u MODULES
CONDUIT
E/3 SETBACK
FAC] AC DISCONNECT
EJUNCTION BOX
[INV] INVERTER
MAIN SERVICE
Fm-s1P PANEL
PV SYSTEM
122.705 kW -DC,
I O000 kW -AC
SITE PLAN
SCALE: 2/25" = T-olf
I
Flogua
NMA
(E) MAIN SERVICE PANEL
(E) UTILITY METER
(N) EATON DG222NRB (OR
EQUIVALENT)
i� iwmi "-fa -6-iwo 04
L 7'
z: No, 94WA
STATE OF
ORE D
'f;111
, film 1
ROOF AREA: 2417.65 SO F
I --- L=�
CLIENT:
HEATHER LORANCAITIS
38603 ALPHA AVENUE, ZEPHYRHILLS, FL
33540
AHJ: CITY OF ZEPHYRHILLS (FL)
UTILITY: DUKE ENERGY (FL)
METER: 8257790
APN: 35-25-21-005A-00000-1500
PHONE: (860) 417-7828
EMAIL: HEATHERLI@YAHOO.COM
SYSTEM:
SYSTEM SIZE (DC): 33 X 385 = 12.705 kW
SYSTEM SIZE (AC): 10.000 kW @ 240V
MODULES: 33 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 33 X SOLAREDGE S440
INVERTER: SOLAREDGE SE10000H-USRGM
,Sll]
f reedom-
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
GRl: 000
� 385-15
LBRIGH07T
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
SITE PLAN
JOB NO: 1DATE: I DESIGNED BY: SHEET:
,
382384 0118/2023 S.A. PV-2
LEGEND:
CHIMNEY
PIPE VENT
ri
u
MODULES
CONDUIT
SETBACK
FAC]
AC DISCONNECT
ZJUNCTION
BOX
INV
INVERTER
ISP
MAIN SERVICE
PANEL
PV SYSTEM
1? 2 . 7 0,-5 kW -DC
10.000 kW -AC
LAYOUT SUBJECT TO CHANGE.
ROOF PLAN
SCALE 1/8 1 -T
TOTAL ROOF AREA: 2417.65 SQ FT
TOTAL ARRAY AREA: 678.03 SQ FT
ARRAY COVERAGE: 28.04%
SYSTEM DISTRIBUTED WEIGHT: 2.29 LBS
ROCKIT SMART SLIDE POINT -LOAD: 22.79
LBS
mmmmmmmmmm
L U4
6'
No. 95019
STATE OF
4 R V0
ROOF AREA:2417.65 SOFT
I =�
CLIENT:
HEATHER LORANCAJTIS
38603 ALPHA AVENUE, ZEPHYRHILLS, FL
33540
AHJ: CITY OF ZEPHYRHILLS (FL)
UTILITY: DUKE ENERGY (FL)
METER: 8257790
APN: 35-25-21-005A-00000-1500
PHONE: (860) 417-7828
EMAIL: HEATHERLI@YAHOO.COM
SYSTEM:
SYSTEM SIZE (DC): 33 X 385 = 12305 kW
SYSTEM SIZE (AC): 10.000 kW @ 240V
MODULES: 33 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 33 X SOLAREDGE S440
INVERTER: SOLAREDGE SE10000H-USRGM
,sill
REVISED BY
Q.- freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 600, ORLANDO,
FL 32819
Tel: 385-1075
GIRPGRI-BRIGHT
U v"�
A
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
NOTES: EC13008056
1, EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS
2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES
3. JUNCTION BOX IS MOUNTED TO THE RAIL. ROOF PLAN WITH MODULES LAYOUT
JOB NO: I DATE: I DESIGNA, ED BY: SHEET:
382384 110118/20231 SI PV-2A
I9
TABLE 1- 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
18
Comp Shingle
Ecofasten Rockit Smart Slide
2x4 TRUSS @ 24" O.C.
6.5
PASS
STAGGERED
48
16
ROOF 2
18
Camp Shingle
Ecofasten Rocklt Smart Slide
2x4 TRUSS @ 24" O.C.
6.5
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.
i
Scale: pll
Wrf; 2" M .. EMBEDMENT
AND FLAT WASHER
�ilwl#Y�7�li111�k1liTl
I
ATTACHMENT DETAIL
Scale. NTS
s � �
i
INZALTVIWM�.
NOOD SCREW
WITH 2" MEN. EMBEDMENT
AND FLAT WASHER
No. 9019 r
*(oliglz3 e =
STATE OF
0,
tlliltl
CLIENT:
HEATHER LORANCAITIS
38603 ALPHA AVENUE, ZEPHYRHILLS, FL
33540
AHJ: CITY OF ZEPHYRHILLS (FL)
UTILITY: DUKE ENERGY (FL)
METER: 8257790
APN:35-25-21-005A-00000-1500
PHONE: (860) 417-7828
EMAIL: HEATHERLI@YAHOO.COM
SYSTEM:
SYSTEM SIZE (DC): 33 X 385 = 12.705 kW
SYSTEM SIZE (AC): 10.000 kW @ 240V
MODULES: 33 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 33 X SOLAREDGE S440
INVERTER: SOLAREDGE SE10000H-USRGM
[Sill
REVISIONS
freedom-
FREEDOM.FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: 44800 385-1075
GREG LBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
MOUNTING DETAILS
JOB NO: DATE: 1 DESIGNED BY: SHEET:
382384 10/18/2023 S.A. PV-3
BACKFEED FUSE SIZING
MAX. CONTINUOUS OUTPUT 42.00A @ 240V
STRING-1
ANKO SOLAR jW38W6RL3-B, 385W
SOLAREDGE 8-4�-* P.,
SjiNNQ,2 5TRINI-3
JINKO SOLAR: JKMnW,-CRL3-S. 5851V - JINKO SOLAR JKM,385W6RL5-S 385W
) SOLAREDGE
i LSE 10000H-U ROM [Sill j -'El--
Li8
_ #11 AFjG TK^-2 AC #19 EGO. TRINN-2
r+* LARGEREMT D C
JUNCTION ION
BOX
BOX
a,
SOLAREDGE Sn440 SOLAREDGE S4A0 RAPID
PfIAIER OPTJMIZERS POVFR OPTIMIZER SHUTDOWN
6 #1C AVVG PVVARE SVITTCH
1 46 AVG IN FREE AIR OR
AtdG
MUST BE 114 EMT CONDUIT
(N) 60A FUSED
AD MCONNFC
EATON DG222NRB(OR
EQUIVALENT)
2 - 60 AMP FUSES
3 - AWG, THWN-2 3 - # AWG, TKWN-2
1 - EGC 7HVVN-2 IN311 OR LARGER EMT CONDUIT
IN W'OR LARGER EMT CONDUIT
A TAPBOX MAY BE USED IN LIEU OF PERFORMING THE LINESIDE
TAP IN THE MAIN SERVICE PANEL, THIS IS DEPENDENT UPON SITE
CONDITIONS.
A
IF, 150A RATED
MAIN
SERVICE PANEL
I PH., 1211240V 60HZ
(EI 110A / IF --j MAIN BREAKER
i-OF FEN) I
I - #6 SEC, BARE COPPER
FREE AIR BONDED
EXISTING UFER TIE IN
T LT p
x.' E .... %
"CEN
No. U894
STT OF
IS'S
�CLIENT:
HEATHER LORANCAITIS
38603 ALPHA AVENUE, ZEPHYRHILLS, FL
33540
(E) UTILITY AHJ: CITY OF ZEPHYRHILLS (FL)
METER UTILITY: DUKE ENERGY (FL)
- ------- "I i METER: 8257790
APN: 35-25-21-005A-00000,-1500
PHONE: (860) 417-7828
EMAIL: HEATHERL1@YAHOO.COM
SYSTEM:
SYSTEM SIZE (DC): 33 X 385 = 12.705 kW
(Ni LINESIDE TAP VIA UL SYSTEM SIZE (AC): 10.000 kW Q 240V
USIED CONNECTOR$ MODULES: 33 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 33 X SOLAREDGE S440
INVERTER: SOLAREDGE SEIGOOGH-USRGM
tsm)
TO UnLny
UNDERGROUND
FEED
freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800. ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
V
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
THREE LINE DIAGRAM
JOB NO: 111 DATE: I DESIGNED BY:. SHEET:
382384 10t18r2023 S.A. PV-4
WIRE SCHEDULE
RACEWAY
EQUIPMENT
CONDUCTOR
(STY.
A
WIRE
SIZE
STARTING
ALLOWABLE
AMPACITY a@ 90°C
310.15(B}(16}
STARTING
CURRENT
APPLIED TO
CONDUCTORS
IN RACEWAY
TEMPERATURE
CORRECTION
FACTOR
310.15(B}{2}{a}
ADJUSTMENT
FACTOR FOR
MORE THAN 3
CONDUCTORS
310.15(B)(3)(a)
ADJUSTED
CONDUCTOR
AMPACITY
90°C
MAXIMUM
CURRENT
APPLIED TO
CONDUCTORS
IN RACEWAY
1
DC
MODULE
TO
OPTIMIZER
2
10
40
14,03
0.91
1
36.40
17.53
2
DC
OPTIMIZER
TO
JUNCTION BOX
2
10
40
15.00
0.91
1
36.40
16.75
3
DC
JUNCTION BOX
TO
INVERTER
6
10
40
15.00
0.91
0.8
29,12
18.75
4
AC
INVERTER
TO
AC DISCONNECT
3
6
75
42.00
0.91
1
68.25
52.50
5
AC
AC DISCONNECT
TO
POI
3
6
75
42.00
0,91
1
68.25
52.50
CLIENT:
HEATHER LORANCAITIS
38603 ALPHA AVENUE, ZEPHYRHILLS, FL
33540
AHJ: CITY OF ZEPHYRHILLS (FL)
UTILITY: DUKE ENERGY (FL)
METER: 8257790
APN:35-25-21-005A-00000-1500
PHONE: (860) 417-7828
EMAIL: HEATHERLI@YAHOO,COM
SYSTEM:
SYSTEM SIZE (DC): 33 X 385 = 12.705 kW
SYSTEM SIZE (AC): 10.000 kW @ 240V
MODULES: 33 X JINK0 SOLAR:
JKM385M-BRL3-B
OPTIMIZERS; 33 X SOLAREDGE 8440
INVERTER: SOLAREDGE SE10000H-USRGM
ISI1j
pQ,
Lt � ,£-��
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (860) 385-1075
GREG ALBRIGHT
f�
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
CONDUCTOR
CALCULATIONS
JOB JOB NO: DATE: �ESI GNAED BY: { SHEET:
382384 10/1812023 66
--- (4-
M711119mmizu. :j11kx4m t Dom
TURN RAPID
SHUTDOWN SWITCH TO
THE "OFF" POSITION TO
SHUT DIII OWN PV SYSTEM
AND REDUCE SHOCK
HAZARD IN THE ARRAY
L TURN RAPID SHUTDOWN TURN RA ID �N
P U 0 S SWITC To T 0
WITCH TO THE "OFF"
POSITIO
POSITION.
A# iill
9
qnkTiw_.Tm;
690,56(C)(3) 4
L_ — — —
SWITCH TO THE "OFF"
w4kini2m;M40*11
NFPA 11.12.2.1.1.1.2
if you have any questions about your "mm, plesse call
out CuldoMer Soport TOM at
888.657-,6431
or vilift
Thle bolar PV ftWOM M1 laneflod by
% frefLmmd m
IBM=
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.
1 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�=m
"mitf-MA
No. 943U
p 0 * COF
°®
TAT
0 R
%
HEATHER LORANCAITIS
38603 ALPHA AVENUE,
ZEPHYRHILLS, FL
33540
AHJ: CITY OF ZEPHYRHILLS (FL)
UTILITY: DUKE ENERGY (FL)
METER: 8257790
APW 35-25-21-005A-00000-1500
PHONE: (860) 417-7828
EMAIL: HEATHERLICYAHOO.COM
SYSTEM:
SYSTEM SIZE (DC): 33 X 385 = 12.705 kW
SYSTEM SIZE (AC): 10.000 kW @ 240V
MODULES: 33 X XNKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 33 X SOLAREDGE S440
INVERTER: SOLAREDGE SE1000OH-USRGM
Ism]
freedom -
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
I'k
4
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC 13008056
I I
I LABELS
NFPA 11,12.2.1.1.1.1 JOB NO: 1DATE:DESIGNED BY: SHEET: 1
1 382384 0118/20231 &k I P1,/-7
•
I
21
WITH RAPID
SHUTDOWN
KNIFIFARACIANIM
ARTICLESI NEC AND
. 1: AND IRC SECTION R324 MARKINGS
2. ALL ! • i
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.
r- N
No. U894
'^ STArE OF "
ORI
Pq Al
k
E BB:I Ia","k
CLIENT:
HEATHER LOORANCAITIS
38603 ALPHA AVENUE, ZEPHYRHILLS, FL
33540
AHJ: CITY OF ZEPHYRHILLS (FL)
UTILITY: DUKE ENERGY (FL)
METER:8257790
APN: 35-25-21-005A-00000-1500
PHONE: (860) 417-7828
EMAIL: HEATHERLI@YAHOO.COM
SYSTEM SIZE (DC): 33 X 385 = 12.705 kW
SYSTEM SIZE (AC): 10,000 kW Q 240V
MODULES: 33 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 33 X SOLAREDGE S440
INVERTER: SOLAREDGE SE10000H-USRGM
[S11j
BY
ifreedom
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: DATE: DESIGNED BY: SHEET:
382384 10118/2023 S.A. PV-7A
1-1
11-
1-
-
1-51-60
tiluLAREDGE OPTIMIZER CHART
1
2
i
CLIENT:
HEATHER LORANCAITIS
38603 ALPHA AVENUE, ZEPHYRHILLS, FL
33540
AHJ: CITY OF ZEPHYRHILLS (FL)
UTILITY: DUKE ENERGY (FL)
METER: 8257790
APN:35-25-21-005A-00000-1500
PHONE: (860) 417-7828
EMAIL: HEATHERLi@YAHOO.COM
SYSTEM:
JB
SYSTEM SIZE (DC): 33 X 385 = 12.705 kW
SYSTEM SIZE (AC): 10.000 kW @ 240V
MODULES: 33 X JINKO SOLAR:
JKM385M-6RL3-8
OPTIMIZERS: 33 X SOLAREDGE S440
INVERTER: SOLAREDGE SE1000OH-USRGM
ISI1j
7
k
I
I
{ \
i
REVISIONS
FNO..
a }
REVISED BY DATE,
, t
_,
E G a freedom
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREG ALBRIGHT
�d
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
OPTIMIZER CHART
JOB NO:
DATE:
DESIGNED BY:
SHEET:
382384
10l18l2023
S.A.
PV-8 '..
Y Y
UquiTio
1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET.
2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE
PRE -PLAN
3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON
THE JHA SHEET
INJURIES - CALL INJURY HOTLINE
(855) 400-7233
*If injury is life threatening, call 911 first THEN the Injury Hotline
m
ADDRESS:
NEAREST HOSPITAL:
NAME:
ADDRESS:
►>l1
r * i
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
PLAN FOR WORKING SAFELY.
Li 0_ IN ,JfflU„ #�I II *1 r
1 � �
�P PERMANENT ANCHOR
�T TEMPORARY ANCHOR
F1_L1 INSTALLER LADDER
[B] JUNCTION I COMBINER BOX
Fs-1 STUB -OUT
SKYLIGHT
NO LADDER'
GRADE OR
OBSTRUCTIONS)
F1 RESTRICTED ACCESS
GAS GAS SHUT OFF
H2o WATER SHUT OFF
�J SERVICE DROP
POWER LINES
NAME SIGNATURE NAME 10800HRS 10900HRS 1 1000HRS 1 1100HRS 11200HR5 I 1300HRS 11400HRS 11500HRS 11600HRS
CLIENT:
HEATHER LORANCAITIS
38603 ALPHA AVENUE, ZEPHYRHILLS, FL
33540
AHJ: CITY OF ZEPHYRHILLS (FL)
UTILITY: DUKE ENERGY (FL)
METER: 8257790
APN: 35-25-21 -005A-00000- 1500
PHONE: (860) 417-7828
EMAIL: HEATHERL1@YAHOO.DOM
SYSTEM:
SYSTEM SIZE (DC): 33 X 385 = 12,705 kW
SYSTEM SIZE (AC): 10.000 kW @ 240V
MODULES: 33 X JINKO SOLAR:
JKM385M-6RL3-B
OPTIMIZERS: 33 X SOLAREDGE S440
NVERTER:SOLAREDGESE10000H-USRGM
[S11]
REVISIONS ______
REVISED BY DATE
Frttg freedom -
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800)385-1075
GREG ALBRIGHT
i~
/J' {
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
TIME:
SAFETY PLAN
JOB NO: DATE I DESIGNED BY I SHEET.
382384 10/1812023 S.R. PV-9
L2dder Access
° Ladders must bminspected before each use.
= Extension ladders must byset upunafirm and level surface at
a4'to'1 rise »arun angle (or 75degrees) and the top must be
secured tnthe structure. Extension style ladders placed on
uneven, loose orslippery surfaces must additionally have the
base firmly anchored orlashed aothe base will not slip out.
• Extension ladders must beused with walk-through devices or
the ladder must extend 3G''above the stepping off point.
° A-frmmeladders must only beclimbed with the ladder spreader
bars locked inthe open position; A-frameladders shall not bo
climbed while inthe closed position (ex.closed and used while
leaned
Additional notes:
Mobile Equipment
• Only Qualified operators will operate equipment; operators must
maintain acertification ontheir person for the equipment being
operated.
° Type(o)ofmobile equipment (Type/k4mke/N8ode|):
iTriaterial Randling and Storage
Materials will be staged/stored in a way that does not presen
hazard to client, personnel or public. Materials stored on the
roof will be physically protect from failing or sliding off. i
Fall protection
~ Asite-specific plan for fall prevention and protection iarequired
prior instarting work and must remain onsheatall times until
work iscomplete; afall rescue plan must beoutlined and
discussed among the crew prior tnwork start.
• First-penson-Up(FPU) must install their anchor and connect
before any other task, including installing other anchors. The
Last -Person -Down (LPD)must bothe only person mnaroof
uninstalling fall protection.
FPCP (name and title):
FPU and LPD (name and title):
Electrical Safety
° The Electrical Qualified Person (EOP)iorequired onsbekz
perform electrical work.
• All electrical work will baperformed with equipment inan
electrically safe condition (de'energiz*d)unless approval has
been granted prior towork.
° Service drops and overhead electrical hazards will buindanUfiod
and protected from contact, as neccessary.
EQP (name and tile):
Public Protection
� The safety nfthe Client and Public must bomaintained muall
° The Client and the Public shall beprevented from entering the
work zone through the use ofbarriers and/or signago.aa
required.
= Company, Client and Public property shall bmprotected from
failing objects.
� Pets (including dogs) shall be secured bytheir owners prior to
work start.
� The Client should not leave pets, family members, urothers in
charge orcare ofEmployees, Contractors, orTemporary
Workers.
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
Crew leader responsible for communication with the client: Heat Related Illness Prevention NOTE A
I 1 0 Employees shall have access to potable drinking water that is (adT
Training and Pre -Job Safety Briefing
" All employees mmdeshall be made aware of the specific hazards
nfthis project and review this HJAduring apre-job briefing, and
their signature indicates awareness o;site conditions and the
plan tneliminate any hazards identified prior tuand during the
project.
Crew leader (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
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 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:
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
0 Forecasted weather maximum temp (degrees f):
fresh, pure, and suitably cool... - e water s toca ed
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
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 Occupationalfl ridustrial Clinic
or Hospital in case a crew member becomes ill.
What isthe specific plan toprovide 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 tomotmomfacilities with
hand -washing stations. Use ofonohemotrnomiea8the client's
discretion (location is annotated below). |fclient does not give
permission, location nfsuitable nastmomfacilities with
hand -washing stations offsite will beprovided. The onybe
supervisor will identify location and make arrangements tn
ensure ll employees have access at any point.
• Restroom facilities will be (circle one): Onsite - Offsite
• If Offsite, add location name and address:
Incident Reporting Procedure
Contact your Site Supervisor
Contact your Manager
Contact your Site Supervisor
s 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:
emil
tf what happen and when.
THE MOST
DEPENDABLE
SOLAR BRAND
Length: +/- 2mm
Width: +(- 2mm
Height: +(- 1mm
Row Pitch: +/- 2mm
Temperature Dependence
of Isc, Voc, Pmax
Current -Voltage & Power -Voltage '30
Curves(390W)
16 n 3P «
Voltage (V)
Cell Temperature (°C)
i t t
myl
__ [ t 1 1
Cells
Monocrvstattine
No of Cells
132 2x66I
Dimensions
18 .x1029x 5mm, [7S,0 x0.51xi.37 in)
We, c h t
21 3 kg 146 96 ox)
Front Glass
3.2mrn, Anti -Reflector Coatinu
High Tra'nsm ss:on. Low iron., empere=a Glass
Frame
AnodizedAluminemAlloy
.lunc. ion Box
IP67 fRatcd
Ot, p'. Cables
12 AJ c, 205�3—m i80.8? ' pr Cus Oozed Length
Connector
MC4
Pfessure Rating
540OPa (Snow, & 240OPa (Wind)
TEMPERATURE CHARACTERISTICS
-��^oerature o o-„..ax 0.35°/(°C
Temperature Coo, ffic+en's of Voc -0.28 f /°C
Nominal Operating Cett Temperature MC-1 45 z. 2°C
MAXIMUM RATINGS
Opera'.ng Te pera*.ure"C)
Maximum Systern Voltage 'OOOVDC
Max m-- Sep cs F;se Rat--9 20A
2 patters 1 clock; 31pcs/pa"lets, 6,2Dcs/stack, 744pcs/40'HG, Conta:rrer
S09 . 2008 ty5 rds
ISO. 40 12004 Env a Standards
• IFCb 2 E 6t7 er co -od c s go
• b /Cn/6 '3C cert f,ea products is i e ding) a. C • IS045 20 8O ,upa ra.Fea( &SafetyStacdards
Mod- c TVoe
JKM370M-6RL3-B
,KM375n1 6RL3-B
JKM380M 62.-3-B
i'KV285M-6R'_3-B
IKM3901`J-6RL3-B
STC NOCT
S vOCT
TC
MOCi
STC
POCT
STC
NOCT
Maximur 'owcr :Pmaxi
37CVdp 275Wp
375Vvp 279wp
38MAYIP
283tNp
385Ndp
286wp
390N12
290Vttp
Maxirnarri Power Vol -age (Vmp}
36.71br 33.49V
36.80V 335'7V
3690'J
33.70°d
37.02V
33.90V
37.15V
34.C2V
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C C8A 8 22A
a M 8-31A
0.30A
8.39A
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8 45A
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8.53f:
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44.32V 4+1.55V
4412V 4i.64V
44.22V
41.74V
4143t+V
41.85V
44.47V
t1.97V
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'.0.90A. 8.80A
11.01/t 8.89A
'.'2A
898A.
11.22A
9.36A
11.32A
9.i6A
Module EfficiencySTC N
19.381/,
19.657
193i%
20.17/
20,43%
'STCa Irradiance 'iHOW/rn'
Ce',l Temcerature
25°C
Aft = '.d
NOCT: ,r, Irradiance 800W/m'
Ambient Temperature 20°C
AM - ".d
Wind Speed
'm/s
`Power measurement tolerance: +/- 3 %
1,1{ DING YOUR RUST !N SOLAR. J . K_ S9 A RAJS
Power Optimizer
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
—_-wa a, , -/C<z
9
W'
I 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)
solar =@@
Power
oOptimizer
For # America
INPUT
W
A.tsdute'Uax mum ^put Vo.t a ge (Vo 6C VOL
VPP Opera_ ,g Range 8 - 6C VOL
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;c c
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W.. gh.ec. i `auercy 98 ao
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Va e,
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INSTALLATION SPECIFICATIONS
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1
&, SolarEdge ie,hn 1,g'r In, All hts r—Yed_SOAREDGE, the SolarEdge logo, OPTIMIZED BY SO=ARED6E aro'.ademarks or r,g,t,r,d trademarks o f S,l,rldg iachnobq ems,
In, _AI'othe+trad a.kcs mentor:dh e aetrademarks of Meir. spedve owne f [u_ 1ebruary8,20]? D"OWIS NA Sanj to hangewftr.,t nctice.
I }.
so
ingle Phase
rter
w * h H
it D-Mve Technolo%
III
Specifically designed to work with power optimizers I UL1741 SA certified, for CPUC Rule 21 grid compliance
Record -breaking 99% weighted efficiency
Quick and easy inverter commissioning directly from
a smartphone using the SolarEdge SetApp
Fixed voltage inverter for longer strings
Integrated arc fault protection and rapid shutdown
for NEC 2014, NEC 2017 and NEC 2020 per article
690.11 and 690.12
Small, lightweight, and easy to install both
outdoors or indoors
Built-in module -level monitoring
Optional: Faster installations with built-in
consumption metering (1% accuracy) and
production revenue grade metering (0.5% accuracy,
ANSI C12.20)
solaredge.com solar =s"
SingleHD-Waver North
SE300OH-US / SE380OH-US / SESOOOH-US / SE600OH-US/
SE760OH-US / SE1000OH-US / SE1140OH-US
3800 & ?qOV
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Single Phase Inverter with HD -Wave Technology
for North America
SE300OH-US SE380OH-US / SE500OH-US / SE6000H-US/
SE7600H-US SE1000OH-US / SE1140OH-US
Supported Communication nie,,faces
Pc,en,.,( Gace Me-, c, ANSlV 20
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ula NFC 2014, NC
0I/ a-d NEC ?`02C, 690.12
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INSTALLATION SPECIFICATIONS
Oj-pwCrctSl!ze AWGRange
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How to Enable Consumption Monitoring
By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service
panel, homeowners will gain full insight into their household energy usage helping them to avoid high electricity bills
Single phase inverter with
HID -wave technology and
built-in RGM and
Service Panel consumption monitoring
a4utTIMM
C S,1.r(,dqeT I All tt SOtAREDGE, 1h, S,la,lidj, y,, OPTIMEED BYS01 AREDGE —t d rk.qMe,ed to),,kf Sol,,Edqe T,0,.,log - 1,,, All
he , — ,d—, f lh— p,,1fi Dal, !2/20)0/1J0I/FrG NAIA S,&,—t to tl not RoHS
Eaton DG222NRB
Eaton General duty cartridge fuse safety switch, 60 A, NEMA 3R, Painted
galvanized steel, Class H fuses, Fusible with neutral, Two -pole, Three -wire,
Category: general duty safety switch, 240 V
Product Name Catalog Number
Eaton general duty cartridge fuse safety DG222NRB
switch
UPC
782113144221
Product Length0epth Product Height
7.35 in 14.37 in
FAXON Product Width Product Weight
Powering Burn ess WgrOwn-le 8.4 in 10 lb
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, Maximum hp ratings apply only when
whichever occurs first. dual element fuses are used. 3-Phase no
rating shown is a grounded B phase
rating, UL listed.
Enclosure Amperage Rating
NEMA3R 60A
Enclosure material
Fuse class provision
Painted galvanized steel
Class H fuses
Fuse configuration
Voltage rating
Fusible with neutral
240V
Number Of Poles
Two -pole CEMM
Number of wires
3 Product Category
General duty safety switch
Type
General duty, cartridge fused
rl".91-Hom
Catalogs
Eaton's Volume 2--Cornmcroa! Distroutior
Multimedia
Double Up, or, Safety
witching Devices Hex %Cel'ler
Specifications and datasheets
Eaton: Srodication Sheet - 1)G222NRB
Eaton Corporation plc
Eaton House
30 Pembroke Road
Eaton is a registered trademark.
Dublin 4, Ireland
FA,t&T*N
Eaton.corn
All other trademarks are
Oc 2023 Eaton. All Rights
property of their respective
pttmong &j,5,[,,ee yYcodiaqde
Reserved-
owners.
Eaton.com/socialmedia
100144L Listed
Q. P 486B
Pressure Cable Connectors
File No. E-5238
Suitable for
use on the line
side of the service equipment.
Fe §4 1 owl W, Iwo lak wwo NOWD as
11119
Installation Instructions: 3Z�Instaiacian instrucciones:
Improperly installed electrical wiring can be dangerous Los cables el6ctricos mal instalados pueden ser peligrosos
A\
and cause electrical fires. The connector chosen must y provocar incendios. El conector escogido debe ser de on
be sized to the wires being used. Consult local building fanfare adecuado Para los cables que se utilicen Consulte code before doing any electrical work. For assistance, A4 los coulgos de construcci6p locales antes de efectuar trabajos
refer to an instructional book or consult a qualified el6ctricos. Si necesita ayuda, consulte on libro de instrucciones
electrician. o consulte con un electricista capecitado
Use solo l
e cable aislado. RHH, RHW(-2), THHN, THHW, TH!�l
Contact with electricity can cause serious injury or death. r figure 1
I l
Use on insulated cable only, , RHH, RHW(-2), THHN,
THHW, THW, THWN, USE, XHHW(-2). Consult factory
for other insulation types]. If the installation is to be
made on an energized run, the tap conductor must
be under no load and must not be grounded. Use
electrically insulated gloves. De -energize the run cable if
there are any questions of these conditions being met.
1. Determine the direction for the tap conductor to exit and
discard one end cap See figure 1.
2. Position the main (or feeder) side of the connector around
the run cable and tighten the bolt finger tight. See
figure 2. If required, loosen the bolt slightly to allow the
connector to open completely. DISASSEMBLY NOT
RECOMMENDED. The plastic "Turbo" spacer holds the
connector open which eases installation and ensures proper
connections.
3. Cut the end of the tap cable squarely. DO NOT STRIP
CABLE INSULATION.
4. Insert the tap cable into the tap side of the connector until it
is seated in the remaining end cap. See figure 3.
5. Continue tightening the torque regulating bolt with a
standard box or socket wrench until the torque regulating
piece breaks away. If the connector has two (2) assembly
bolts, alternately tighten until the hexaconal torque devices
break away. See figures 4a & 4b. Note that the plastic
"turbo" spacer on. the side will also break. To make the
installation even easier and to relieve torque from the
cables, a second wrench can be used on the hexagonal
piece on the bottom of the connector.
DO NOT use gripping type pliers, pipe, open ended
or adjustable wrenches as these may damage the
hexagonal torque regulating device. A torque wrench is not
required.
MAKE SURE ONLY THE TOP HEXAGONAL TORQUE
DEVICE OF THE BOLT HEAD IS USED FOR
ASSEMBLY. THE SECOND HEX PIECE [CLOSER
TO THE BODY OF THE CONNECTOR] IS USED FOR
DISASSEMBLY.
Note: The torque regulating bolt ensures the correct torque
is applied to the conductors without using a torque wrench.
Important information such as run and tap ranges, voltage
ratings and material/temperature ratings is marked on the
connector.
ggwz
Before After conect
Torque Torque Reached
Applied One Hex Piece'
ks-Away
figure 4a figure 4b
THWN, USE, XHHW(-2). Consulte con la febrica para obtaner
informaci6n sobre otros flees de aislamientol. Si se va a hacer
la instalacibn score un cable con cornente el conductor derivado
debe ester libre de carga y no debe estar aterado. Use qualities
con a!slarmento el6ctrcc. Quite le a corriento al cable del cual se
pace is derivaci6n si no se bueden cumplir estas condiciones. El
contacto con filectricoad puede producr lesiones graves o mortales.
1. Determine la direccibn en la que el conductor derivado safdra y
cleseche la tapa terminal sobrante. Vea la flustracift 1.
2. Coloque el lado principal (o de alimentaci6n) del conector
alrecledor del cual se hate la derivaci6n y apriete firmemente
el dedo del perno. Vea la ilustraci6n 2. Si hace falta, afloje
el perno ligeramente para permitir que el conector se abra
completamente. NO ES RECOMENDABLE DESARMAIR EL
CONECTOR. El espaciador "Turbo" de plastico mantiene al
conector abierto, to coal facilita la instalacibn y asegura quo las
conexiones se pagan correctamente.
3. Corte el extreme del cable de derivaci6n perpendicularmente a su
ele. NO PELE EL AISLAMIENTO DEL CABLE.
4. Inserle el cable de derivaci6n en el lado de derivaci6n del
conector hasta clue tope contra la tapa terminal que queda. Vea [a
ilustraci6n 3.
5. Continue apretando este Dome clue regula la torsion con una
Ilave estandar o de cubo hasta que la pieza que regula la torsion
se parta y se separe. Si el conector Ilene dos (2) pernos de
ensambiaje, apri6telos alternativamente hasta qua of dispositivo
de regulacibn de torci6 se parta. Vea la ilustracl6m 4a y 4b.
Observe quo at espaciador "turbo" de plastico en of costado
tamben se fracturana. Para hacer esta instalaci6n a6n mas facil y
para aliviar [a torsion de IDS cables, se puede usar una segunda
Ilave score is pieza hexagonal at fondo del conector.
NO USE allicartes de presidn, Haves de turbo, Haves
conforms c ajustables ya que 6stas cueden claffiar of
dispositivo hexagonal que regula [a torsion. No se requiere una
Ilave de torsion.
ASEGORESE QUE SE USE, PARA EL ENSAMBLADO,
SOLO EL DISPOSITIVO SUPERIOR DE REGULACION DIE
TORSION DE LA CABEZA DEL PERNO. LA SEGUNDA
PIEZA HEXAGONAL (LA MAS CERCANA AL CUERPO
DEL CONECTOR) SE USA SOLO PARA DESARMAR EL
CONECTOR.
Nota: El perno regulador de torsion garantiza la aplicaci6n de la
torsion correcta a IDS conductores sin usar una Ilave de torsion.
La inforril importante de longitud de cable pelaclo y de toma,
las clasificaciones de materiales y tomperatura esta marcada en el
conector.
B-TAP@
CATALOG#
INSULATION PIERCING TAP CONNECTORS TORQUE AND
CURRENT RATINGS
(Solid and/or Stranded)
NOMINAL TAP CURRENT RATTING
MAIN TAP TORQUE (IN AMPS)-
BTC2/0-14
2/0-4
10-14-
80 IN. LBS.
40
BTC1/0-10
1/0-8
2-10-
80 IN. LBS.
130
BTC4/0-10
4/0-3
2-10-
125 IN, LBS,
130
BTC4/0-6
4/0-2
1/0-6
160 K LBS.
170
BTC4/0-2
4/0-2
4/0-2
1601N. LBS,
260
BTC250-6
250-4
4/0-6
1601N. LBS,
260
BTC250-4
250-1
3/0-4
1601N. LBS.
225
BTC250-2
250-1/0
4/0-2
160K LBS,
260
BTC350-1/0
350-1/0
350-1/0
3301N. LBS.
350
BTC500-4
500-2/0
4/0-4
3301K LBS.
260
BTC500-1/0
500-4/0
350-1/0
3301N. LBS.
350
BTC500-14
750-3/0
10-141-
80 IN. LBS.
40
BTC750-250
750-250
500-250
3301N, LBS.
430
410-14 Cu SOLID/STRANDED;
10-12 A) SOLID/STRANDED
++2-10 Cu SOLID/STRANDED:
2-10 Al STRANDED
++-2-10 Cie SOLID/STRANDED; 2-8 Al STRANDED
+-+-+10-14 Cu SOLID/STRANDED: 10-12 At STRANDED
Full line is 600V dual
-rated, 194'F(90'C)
Based on NEC Table 310-16 1996 (Not more than 3 insulated conductors in a raceway at ambient temperature of 30' C) for the largest tap wire size.
A!WARNING: Cancer and Reproductive Harm - wwwE`65Waminos.ca.00v.
AADVERTENCIA: Cancer y Daho Reproductive - www.P65ffirr0cl
One year limited warranty. See idealind.com for more information.
Garantia limitada de un ano. Visite www.idealind,com para obtener detalles de la garantia.
1800 S. Prairie Drive
Sycamore, IL, U.S.A.
BOD-435-0705 ® www. idea lind. cum
No 9053-2
1839420
Loa
Llb-zal-run
1375 Park Avenue - Sycamore, Illinois 60178. 815.895,5181 - www.idealind,com
ALL IDEAL Customers 2/9/23
Subject: The Buchanan BJAP° splice/tap connectors meet the 2020 NEC
article 230.46 requirement for "line side applications"
The Buchanan B-TAPO brand of insulation piercing connectors which correspond to part
numbers beginning with "BTU meet the requirements of article 230.46 of the 2020
NEC. These products have already been tested to the newer requirements. The
installation instructions are in the process of being updated to show the required
notation: "suitable for use on the line side of the service equipment". This change will
take a few weeks to get into our production.
In addition, the marking "SR" will be added to the product. That addition is in process
and will take a few months to complete.
This notice will provide confirmation to the inspectors that B-TAPO products meet th---
requirements of the 2020 and 2023 NEC article 230.46 "Spliced and Tapped
Conductors".
Sushi[ Keswani
Director of Engineering
IDEAL Industries, Inc.,
RAWTV
ZMVVES238 - Wire Connectors and Soldering Lugs
Note: We are enhancing our systems and you may notice duplicate entries/missing/outdated data. During this interim period, please contact our
Customer Service at https:bWww.ul.com/about/locations.
Wire Connectors and Soldering Lugs
IDEAL INDUSTRIES INC E5238
1375 Park Ave
SYCAMORE, IL 60178 United States
View model for additional information
Insulated butt splice crimp type connectors, Model(s)-. BVS1, BVS2, BVS5
Insulated flange spade type crimp cconnectors, Model(s): SV53.7 SVLS-4 SVL5-6
Insulated flange spade type crimp connectors, Model(s): FSNYD1-3.7, FSNYD1-4, FSNYD1-5, FSNYD2-3.7 FSNYD2-4 FSNYD2-5
FSNYD5-3.7 FSNYD5-4 FSNYD5-5
Insulated hook type crimp connectors, Model(s): H NYD1 -3.7 H NYD 1 -4 H NYD1 - 5 H NYD2-3.7 H NYD2-4, H NYQ2- 5 H NYD5-3,7
HNYD5-4 HNYD5-5 HVY1-3.7 HVY1-4 _HVY1-5 HVY2-4 HVY2-5 HVYS-3.7 _HVY5-4 HVY5-5
Insulated locking spade crimp connectors, Model(s): LSNYD1-3.7 LSNYD2-3.7,LSNYD5-3.7 LSNYDS-4 LSNYDS-S LSNYDL1-4
LSNYDL1-5 LSNYDL2-4 LSNYDL2-5
Insulated multiple stud ring type crimp connectors, Model(s): MSRNYD1-3753 MSRNYD2-3753 MSRNYD5-3753
Insulated parallel connectors, Model(s): PVT1, PVT14 PVT2, PVT22, PVT5, PVT8
Insulated pin type connectors, Model(s): PTNYD1 -12 PTNYD2-12 PTNYD5-13
Insulated ring type crimp connectors, Model(s): RNYB14-11 RNYB22-11 RNYD1-10 RNYD1-3.2 RNYD1-5 RNYD1-6,RNYD1-8
RNYD2-10, RNYD2-2 RNYD2-3.2 aNYD2-6, RNYD2-8 _RNYD5-10 RNYD5-12 RNYD5-3.2 _RNYD5-37 RNYDS-5 RNYD5-6 RNYD5-8
RNYDLI-3.7 RNYDLI-4 RNYDL2-3.7 RNYDL2-4, _RNYDL5-37 RNYDL5-4 RNYDM2-3.7 RNYDS1-3.7 RNYDS1-4 RNYDS2-4 RNYDS2-
5 RNYDS5-4 RV1-3.2 RV1-5 RV1-6 RV2-3.2 RV5-10 RV5-3.7 RV5-5 RV5-6 RV5-8 RVL1-4 RVL2-4 RVL5-4 RVM1-3.7 RVM2-3,7
RVY 1 - 3.2
Insulated spade type crimp connectors, Model(s): SNYD1 -3.2 SNYD5-3.7 SNYD5-5 SNYDL1 -3.7 SNYDL1 -4 _SNYDL2-37 SNYDL2-
4 SNYQL2-5 SNYDL5-4 SNYDLL1-3.7 SNYDLL2-3.7 SNYDM1-4 SNYDM2-4 SNYDS1-5 SNYDS2-5 SVL1-3.7 SVLI-5 SVL2-3.7 SVL2
5 SVM1-4 SVM2-4 SVY1-3.2 SVY2-3.2 SVY5-3.7 SVY5-5 SVYL1-3.7 SVYL1-4 SVYL2-3.7 SVYL2-4 SVYL2-5 SVYL5-4 SVYLL1-3.7
SVYLL2-3.7 SVYM 1 -4, SVYM2-4 SVYS1 -5, SVYS2-5 SVYS5-4 -"e
Insulated splice connectors, Model(s): _PB1 - PB2-, PB5-
ID
Listed pressure cable connectors, Model(s): BHT1, BHT2, BHT5, BN1, BN2, BN5, BNT1 -16, BNT14 BNT2-16 BNT22 BNT5-20 BNT8,
BNYDF1, BNYDF2 BNYDF5 BNYT1, BNYT2, BNYT5, BV1, BV2, BV5, BVT14, BVT22, BVT8
Listed pressure ring terminal connectors, Model(s): RNYB14-8 RNYB8-11 _RNYBL22-5 RNYBL22-6
Listed splicing wire connectors, Model(s): _L12 _L13 L1 5
Non -insulated flange spade crimp connectors, Model(s): FSN 1 -3.7 FSN 1 -4 FSNI -5 FSN2-3.7 _FSN2-4 FSN2-5, FSN5-3.7 FSN5-4
FSN5-5 FSN131-3.7 FSNB1-4 FSNB1-5 FSNB2-3.7 FSNB2-4 FSNB2-5 FSNB5-3.7 _FSNB5-4 FSNB5-5 FSNL1-3.7,FSNL2-5
Non -insulated hook crimp connectors, Model(s): HN1-4 HN1-5, HN2-3.7, HN2-4, HN2-5 HN5-3.7 HN5-4 HN5-5
Non -insulated locking type crimp connectors, Model(s): LSN1-3.7, LSN2-3.7, LSN5-3.7, LSN5-4, LSN5-5, LSN5-6 LSNL1-4 LSNL1-5
LSNL2-5
Non -insulated multiple stud ring type crimp connectors, Model(s): MSRNB1 -3753
Non -insulated parallel crimp connectors, Model(s): PNT 1 PNT 14 PNT 2 PNT 22 PNT 5, PNT 8 PNT1, PNT2, PNT5
Non -insulated pin type crimp connectors, Model(s): PTN 1 - 12 PTN2-12 PTN5-13
Non -insulated ring type crimp connector, Model(s): RNB1-10, RNBI-3.2, RNB14-11 RNB14-12 RNB14-16 RNB1-6 _RNB1-8 RNB2-
10 RNB2-2 RNB2-6 RNB5-12 RN138-12 RNBLI-4
Non -insulated ring type crimp connectors, Model(s): RNB1-3.2 RNB14-10 RNB14-5 RNB14-8 RN131-5 RNB2-10 RNB22-10
RNB22-12 RNB22-8 RNB2-3.2 RNB2-8 RNB5-10 RNB5-3.2 RNB5-3.7 RN135-3.7, RNBS-5, RN135-6 RNB5-8, RNB8-10 RNB8-11
RN138-16 RNB8-8 RNBL1-3.7 RNBL22-5 RNBL22-6 _RNBL2-37 RNBL2-5 RNBL38-10 RNBL5-3.7 RNBL5-4 RNBM1-3.7 RNBM1-3.7
RNBM2-3.7 RNBM2-3-7 RNBM8-5, RNBS1-4 RNBS14-5, RNBS2-4, RNBS2-5 RNBS5-4, RNBS8-6
Non -insulated spade type crimp connectors, Model(s): SN1 -3.2 SN2-3.2 SN5-3.7 _SN5-5 _SNB1 -32 SNB5-3.7 SN135-5 SNBL1 -3.7
SNBL1-4 SNBL2-4 SNBL2-5 SNBL5-4, SNBL5-6 SNBLL1-3.7, SNBLL2-3.7 SNBM1-4 SNBS1-5 SNBS5-4 SNL1-3.7 SNL1-4 SNL2-3.7
SNL2-4 SNL2-5 SNLL1-3.7 SNLL2-3.7 SNMI-4 SNM2-4 SNS1-5 SNS2-5 SNS5-4
Pressure cable connectors, Model(s): KB - 1000 KB - 2/0, _KB3 50 KB - 4/0 KB - 500 KB - 800 KS - 1000 KS - 210 KS - 350 KS -
KS - 500 KS - 800
Pressure terminal connectors, Model(s): FSVY1 -3.7 FSVY1 -4., FSVY1 -5, FSVY2-3.7 FSVY2-4 FSVY2-5 FSVY5-3.7 FSVYS-4 FSVY5-5
K-5655, K-5656, LSV1-3.7, LSV2-3.7, LSV5-4, LSV5-5, LSV5-6, LSVL2-4, LSVS1-4, LSVS1-5, LSVS2-5, LSVY1-3.7, LSVY2-3.7 L—SVY5-37
LSVY5-4 LSVY5-5 LSVY5-6 LSVYL1-4 LSVYL1-5 LSVYL2-4 LSVYL2-5, MSRNB2-3753 MSRVYl-3753 MSRVY2-3753 MSRVY5-3753
PTVY1-12, PTVY2-12, PTVY5-13 RVY1-10 RVY1-5 RVY1-6 RVYI-8, RVY2-10 RVY2-2, RVY2-3.2 RVY2-6 RVY2-8 RVY5-10 RVY5-12
RVY5-3.2 RVY5-3.7 RVY5-5 RVY5-6 RVY5-8 RVYL1-3.7, RVYL1-4, RVYL2-3.7 RVYL2-4 RVYL2-5 RVYL5-3.7 RVYL5-4 RVYM2-3.7
RVYS1-3.7 _RVYS1-4 RVYS2-3.7 RVYS2-4, RVYS2-5 RVYS5-4 SNBM2-4 SNYD2-3.2 TLK16-6 TLK25-10
Pressure Terminal Connectors, Model(s): RNYB14-10 RNYB14-12, RNYB14-5 RNYB22-12 RNYB22-8 RNYB8-10 RNYB8-12 RNYB8-
8 _RNYBM8-5 RNYBS14-6
Slicing wire connectors, Model(s): OK-2 (Pkg. cat No. 84) 2K-3 (Pkg. cat No. 85), OK-4 (Pkg. cat No. 86), OK-5 (Pkg. cat No. 8 ) OK-
6W (Ekq. cat No. 88), OK-8 (Pkg. cat No. 90), OK-8W (NA),
Splicing wire connectors, Model(s): 2 13 14 14-6� 15 19_9 199S, 200, 2002, 2006-5 2008-5 201_1 -S 22-10 22L12, 29 29_9 299S, 30
300, 32 33 34 34-0 36 37 38, 39 39-9 400 400AL 42, 50 615069 66 7-0 80-0 AS-1/0 AS-2, AS-2/0 —AS-350 AS-4, AS-4/0 AS-500
AS-6, B1, B2 _B4 BT-2, BTC 1/0-10 BTC 1/0-14 BTC 210-14 BTC 250-4 BTC 350-1/0 BTC 4/0-10 BTC 4/0-2 BTC 4/0-6 BTC 500-1/0, BTa
500-14 BTC 500-4 BTCl/0-10 BTC2/0-14 BTC250-4 BTC350-1/0 BTC4/0-10 BTC4/0-2 BTC4/0-6 BTC500-1/0, BTC500-14 BTC500-4
BV1, _BV1 BV2 BV2, BVS, _BV5 CC 3, C-4 C5 K1/0, K1000 _K2 K2/0, K250 _K3 K3/0, _K350 _K4 K500, _K6 K750 _K8 KS10, R1 SVO S2
5210 _S250 _S3 S3/0, S3SQ, S4 S500, _S6 TRQ1, TRQ2, W_1 W2, W4, WT1, WT2, WT3, W_T4 WT6, WTW51 WTW52 WTW53 WTW54
Insulating caps or covers, for use on manufacturer's splice caps, for 2011 -S connector, Model(s): 2014 Splicing Wire Connectors, Model(s): BNTI, BNT2
Splicing Wire Connectors% Model(s): 46-404 46-405
Splicinig wire connectors, Model(s): H-1566 H-1567 H-1570 H-1571 H-1572 H-1591 _H-1592 H-159
Terminal connectors, Model(s): 10, 11 22 250, 300,341, 342, 410with insulating cap No. 411 with insulating cap No. 417 412
with insulating cap _No417 451, 452, 45_4 48 49 49 Black 53-B, 59B, 600,71B#, 72B#, 73B#, 73B+, 74B, _76B 76B+, 788+, 82 K-5504
LSNL2-4 M-3, PV3-750 PV3-750 PV3-750 PV4-750 PV4-750 PV4-750 RNBL2-4 RNBS14-6 RNBS38-6 RNBS38-8 RNYB22-10
RNYBS8-6 RV2-6 RVL2-5 SV5-5 WT1, WT2, WT3, _WT4 WT41 WT51, WT52 WT53 WT54 WT6
Terminal Connectors, Model(s): RNB22-11
Wire Connectors and Soldering Lugs, Model(s): L22, L23, L25, PS1 0, PST 2, PS2, PS3, PS4, PS45, PS5, _PS6 PS8
# - The equipment (71 B, 72B and 73B) were also evaluated to the requirements of UL 2043 and are suitable for use in air handling
spaces.
* - May be followed by suffix B, J, T or X.
NOTE - All models may be provided with or without prefix V` or suffix "MP" or V" and prefix "BP". All models may be followed by
suffixes BT, UB or OF with or without a two or four digit number, with or without suffixes B, LP, NP, PF, PH, SP and/or T. Die Series
terminals may be followed by Suffixes Ul, UT, UF, US, or UB, with or without a two to four digit number, with or without Suffix T or B,
followed by Suffixes SP, LP, NP, PF, or and/or NM, by PH or BE, with or without Suffixes NT, BS, and /or G.
The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured
under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL
Solutions' Follow - Up Service, Always look for the Mark on the product.
UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1. The Guide Information,
Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner,
without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions" must appear
adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "C2023 UL LLC."
6
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PART NUMBER DESCR6PTi{3N
2011024 RI SMART SLIDE BLK 6.75"
TEM NO. DESCRIPTION
1 I ROCKIT SMART SLIDE ASSEMBLY
1) ROCKIT FLASHLESS SLIDE ASSEMBLY
1.77
1.20 [44.9]
[MS]
2,40
[6�
.40
[10.2]
ESIVE RELEASE LINER
MATERIAL ALUMINUM, EPDM, ADHESIVE, TREATED PAPER
FINISH BLACK
R1 SMART SCREW #12X3"" 1
BW
PART NUMBER DESCRIPTION
201 1025 RI SMART SCREW # 12X3" WJBW
0,42
[10.5]
TEM NO. DESCRIPTION
SELF TAPPfNG 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: CS-2
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Attn.:EmFasten Solar Engineering Department
This letter addresses the structural performance and code compliance of EcoFasten's RockIt Flush Mount
System. The contents of the letter shall be reviewed in its entirety before application to any project design.
The Rocklt 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 RocNtComp Slide assembly isshown indrawing EX-1 and the RocN1Smart Slide assembly isshown |n
drawing85OO76. 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.
° Minimum Design Loads for Buildings and Other Structures, AS[B5B7'16
° 2O18International Building Code, bythe International Code Council, Inc.
° 2O20Florida Building Code
° SEAOC (Structural Engineer Association of California) report PV2-2017 Wind Design for Solar Arrays
° Aluminum Design Manual 2O15'byThe Aluminum Association, Inc.
a 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 Rockit
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.
�inceSincerely,*xm«1
1,11
No. 94247
441
Matthew SKuzi|o'PE06/09/2023
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The tables included in this letter provide the maximum allowable spans of the Rockit System, when used in
conjunction with one of the available roof mounts, as a Flush Mount System for the respective loads and
configurations listed, covering wind exposure categories B, C, & D, roof zones provided in ASCE 7-16 for
endnsedandpartia|lyendusedgab|eroofswiths|opes{essthannrequa|to7°&endosedandpartiaUy
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 0' 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. A clearance from the module top surface to the roof surface of 2" minimum shall be provided 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
6.All Flush Mount components shall beinstalled inaprofessional 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
RocNtSmart Slide, are confirmed 1obemet.
1.The Flush Mount System is designed asaRisk Category Ustructure as defined by ASCE7-16Table
15-1.
2. Wind speed shall conform to ASCE 7-16 Fi& 26.5-1 B (for Risk Category 11) and applicable state &
local county/city amendmentstothe|B[. Nospecial wind topographic features are included and
both topographic coefficient (Kzt) and wind ground elevation factor (Ke) are taken as 1.0.
3. Snow load used in the span tables is the ground snow and shall conform to ASCE 7-16 Fig. 72-1
and applicable state & local county/city am*ndmentstuthe|B[.|fthe|nca|jurisdicdonspeci5ed
snow load is in the format of a flat roof snow, it shall first be converted to a ground snow following
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.
No rain -on -snow surcharge load is considered. The span tables do not apply to buildings which are
intentionally kept below freezing, kept just above freezing, orunheated,
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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 s 2.Og for Site Class A, B, C, & D.
(b) For ground snow greater than 65psf: Ss <_ 1.0g 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 30.3-21 and are organized into three
groups in which the zones share the same External Pressure Coefficients (GCp). Roof zones
comprising each group along with each roof zone's size and location are depicted in Figures 1 and 2.
The maximum module cantilever length, measured from the module end to the nearest
attachment point, shall be 113rd of the allowable span. For the Rockit mounting system, a cantilever
is defined as the distance from the end of a module free edge to a Rocklt Mount roof attachment. A
module edge is not free if there is a Rockit Coupling connection to an adjacent module on that edge.
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 O s 10 °
O = Angle of plane of roof from horizontal, in degrees.
Figure 1: ASCE 7 Roof Zones for Gable Roo
FLEVATION
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Figure 2: ASCE 7 Roof Zones for Gable Roofs 8 ° <_ O <_ 60 °
Grouping of ASCE 7-16# Zones (Gable)
Roof
Slope
0°_7° 8°-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
1 ,
1 2n
1
2n
Roof
1
2 ( 3 2e 2r
3r 2e
3r
3e
Zones
3e
2r
Grouping f ASCE 7-16 Roof Zones (Hip)
Roof
Slope
8°-20° 21°-27°
28°-60*
Group
Group 1
i
Group 2 Group 3 1 Group 1 Group 2
Group 3 Group 1 Group 2
Group 3
ASCE 7-16
Roof
1
2r 3 1
3 1 2e
r
2e
3
Zones
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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, nrhip) 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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