HomeMy WebLinkAbout24-7590�,-,,
City of Zephyrhilis
1 vt v ttt t
5335 Eighth Street
ephyrhill , FLU 33542
� rELCMISC-007590-2024
Ze hyrhills Phone: (13) 780-0020 P
Fax: (313) 73-021, issue gate: 02101t2024
Electric Service lacement/Misc
1126 210010 03500 0081 38401 12Th Avenue
7 77777
7774
Name: JEFFREY LIND Permit Type: Electric Service Replacement/Contractor: FREEDOM FOREVER
Class of Work: Add/Alter Residential FLORIDA LLC �
Address: 38401 12TIT Ave Building Valuation: $1,00 o f l '
ZEPHYRHILLS, FL 33542 Electrical Valuation. $10,432,0 1
Phone: (321) 247-6073 Mechanical Valuation.,
Plumbing Valuation. � � � �t�� 1
Total Valuation: $10,433.00
Total Fees: $18.24
Amount Paid: $138.24
Date Paid: 1/412024 1118:53AM
INSTALLATION PHOTOVOLT1AC SOLAR PANELS ON RGT REAR WIN SIDE OF BIOME //PANEL INSTALLED ON ES BP 2791
t 777
t ttit:. t t \
77
Electrical Permit Fee" $92.16 Electrical Plan Review Fee $46.013
Ifs p "rI N FEES: (c) With respect to Reinspection fees will complywith Florida Statute 553. p(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever Is greater, for each subsequent r in p cti n®
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from ether governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property, if you intend to obtain financing, consult with your lender or an' attorney
before recording your notice of commencement."
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFOREC.O.
NO OCCUPANCY BEFORE C.O.
CON Tt C 'SIGNATUP ' PE IT OFFICE
WITHOUTMIT EXPIRES IN 6 MONTHS INSPECTION
CALL FOR INSPECTION NOTICE
DocuSign Envelope ID: 36F73693-5BF6-40B7-8E94-931DFD1A25E3
�uV. ,,pjjS i�rrCtl$ Application Fax-$13-780-0021
r
Building Department
Date Received 1 /31 /2024 Phone Contact for Permitting ( 727 ) 294
_ 7218
Y
Owner's Name
Owner Phone Number
(813) 616-0412
enue, e yr s,
Owner's Address
Owner Phone Number
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
t Avenue, zep yr i
s, F
JOB ADDRESS
LOT a#, 9, 0
SUBDIVISION
PARCEL ID# 11-2&-21-aa1a-D35aa-aQa1
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED CONSTR
ADDIALT �� SIGN Q
[ DEMOLISH
INSTALL
ElINSTALL8
REPAIR
PROPOSED USE SFR
COMM OTHER
TYPE OF CONSTRUCTION BLOCK 0
FRAME STEEL
DESCRIPTION OF WORK IITStallat6011 Of Pie solar
panels On rooftop
BUILDING; SIZE ®^ _ SO FOOTAGE j 4 HEIGHT
BUILDING $ VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE PROGRESS ENERGY
90,432.00
PLUMBING $
= J'Oo
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA =YES NO
�11
W.R.E.C.
BUILDER
COMPANY
;;;;;;
SIGNATURE
REGISTERED
FEECURREN N
Address
License # E
^LLC
ELECTRICIAN==REGISTERED
Y
E dom Forever FL
Ftky
,SIGNATURE
N FEECURREN Y° N
Address
License# EG1300S056
PLUMBER
COMPANY
;;;.
SIGNATURE
REGISTERED
F"E C.RRE ��;Y t N _
._.-._._._=
Address
License # E:==
MECHANICAL. � COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y I N
Address License # E==_ =._..--.._»._.=
OTHER COMPANY
SIGNATURE �j REGISTERED �;N F�CURREII
Address License #
*# Ito E1#t11111Ito III *AIII Ito ,1ff11111#III It#)III* I
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 wl Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Budding 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 oumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
-PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner& Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required, (A/C upgrades over $7500)
*' Agent (for the contractor) or Power of 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 AIC Fences (PlouSurvey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
DocuSign Envelope 1D: 38F73693-5BF6 4087 SE9Q-931QFD1A25E3 Y hjI1S 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
maybe 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 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 contractors) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings; as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands, that
such fees as may be due, will be identified at the time of permitting. it is further understood that Transportation impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. if the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): if valuation of work is $2,500,00 or more, I certify that I, 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.
CONTRACTOWS/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 Taws 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 professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood ;Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance„ or if work authorized by the permit is suspended or abandoned for a
period of six (6),months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days; the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD -A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO BTAIN FINANCING, CONSULT
FLORIDA JURAT (F.S. 117.o3)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to (or affirmed) before me this S rib m o of me 's
Who is/are personally known to me or has/have produced a Is are pinallyio n t me hash ve produce
as identification, as dentificatlon.
Notary Public Notary Public
Commission No. Commission No.°
Name of Notary typed, pr nted or stamped Name of Notary type printed or stamped
'NSTR#2024017042ORSK10952PG3011 -_.
Nikki Alvarez-Sowles, Esq,, Pasco County Clerk & Comptroller
THIS INSTRUMENT PREPARED BY:
Name: Freedom Forever FL LLC
Address: 2619 Consulate Drive Suite $00 Orlando F132819
Number:Permit
ParcelIDNumber
[`1walwlg flit',€Yr�7:aiTi►_ijiuo j���i * lw iFS%j[� # II'iJ
Name and address. 1 c)titi 3 2 aJ r
Interest in properly: peer
Fee Simple Title Holder (if other than owner listed above) dame;_
Address:
4> CONTRACTOR, Name: Freedom Forever FL LLC Phone Number: 407-473-3938
Address: 2619 Consulate Drive Suite 800 Orlando F132819
6. SURETY (if applicable, a copy of the payment board is attached): Name:
Address. Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
Florida
Name, Phone Number:
8. In addition, Owner designates of
to receive a copy of the Lienors Notice as provided in Section 713.13(l)(b), Florida Statutes, Phone number:
% Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
- � � M. A ' r A � .., �.. r 1. ♦ r 4 a � � � � " A. t
•r..:.• w �'. r A r r.R � A a. +� t r �...r
r OwWs or Lessee's' (r�nn Paa rr nd Provide S gnalr Y s FkuetCtf�cst
i ArmwManaoer}
State of Countye
foregoing # zRx:a# before me by of #hysical presence or a #n this1 day of
! # - of person i.,. Fri #i who is personally # to me or
has produced as iAa #:
,w ay .t SIERRA C OKAY
nature of Notary Public
�° • " Notary Public � stag of Florida
�+ Commission 9 Hii 114656
? r� My Cocain. Expires Apr 6.2025
Bonded through National Notary Assn.
Dear Whom It May Concern,
Proiect Name: JEFFREY LIDO, 38401 12TH AVENUE, ZEPHYRHILL S, FL 33542
Installation of a 5.36 kW (DC) Rooftop PV Solar System
If you have any questions regarding this project, please feel free to contact me.
O=
Ricardo Pino, P.E.
dcardop@ba1n11ncorp,cor-n
0 All/
Ns'...0
No� 91113
.74r
STATE 0 F
ORO
NA1.
111111"O�
.3,�,',,uur, Design,,,,),nd En,,gjineeiinq; t"""10 ',1C,",2J,' 06
RE: CERTIFICATION LETTER
Project Address: JEFFEY LIND
112TH AVENUE
ZEE HY HILLS, FL 33542
- Applicable Codes = 2023 FLBC/FLESC 8th Edition, 2023 FLRC 8th Edition, 2021 IEBC/IBC ASCE 7.22 and 2018 NDS
- Risk Category = It
- Wind Speed =145 mph, Exposure Category C, Partially/Fully Enclosed method
- Ground Snow Load = 0 psf
- Roof 1-3: 2 x 4 @ 24" OC, Roof DL = 7 psf, Roof t /SL =19 psf (Non-PV), Roof LL/SL µ 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 and/or exceed the requirements set forth by the referenced codes.
4E ,,,G..,,v 11 ttl("'xy z Jto,fQ I i U o�",'�d ")u' pf ccr.wro .,nd' ",N,_ zt ,",t.w...,dt. „.r zii- t.
,m};I4, i 4:;.. ,E .o:.: i .,..�, rid. „v"i l t5i, .,
{ ,_ztf' 3' ...,. .., ,;ay .., Los't., ��, ., b l,., .. ., ... � o' nmo!e.�,. ,i"; o 3t
B.§in_...b.o.jp Deskin 1,aS
The e.k.ai..ng st, L1,:..m has s be...r ...,viev.tea0.a.,>.et on v" No la a: F,x been e>;'dd~;t P)O d?'-.'S g..a,,:..?... �,i , se`'.+te �. qt�'� 3pprc .)n.,,n,
cadet 77he StructuralvnOQvW c# the. ,a at, ,t.7l opertyt , bame,d on, thep.a a, .ed ske $d, m aOki o-}?., t.ak .e lons,a ..edi.z.,W Aw Moo
n. de ..,G.t. „<<°t; {p at .c.gii .,, *, d. Z`, ..,cttaYit= tt? ,e 1 ,is Satx, rU, t�F.. a.Ie i t. r.?a, ,.{c± e.;;f. All P1.-F`tdaYt3,4_s' r""v dt i. g wr?'ci i. t, a, 4'x i.€ eflt
E;` h.pm,e>Pot .. d _ H be defgned and t „ix..?..e d per c'q�')wti ov P;.te,deff .e.'s , c. Ps"u . 0. a T,e}., . te"ii'. p j,"' f
k.._, .o < ,a�tP { ?a 2.. �.z i a9...r ckf > "Iqe -": to Ow St"n ..st., al cc f, ,. . ?C,.t ",hot tvos not d "t,..i. ta' ii .ne.. Survey, F. 1cf t,. 4,.,t?' o' ,, Ple t s,i<t �
3, a in the a ,P}r..n'en? . t. ift' Om' {. t#tts ti i'{l � t)t2a• e=.ova as a", :>d_ e a7 4i ze .,tf' c,.,,wd e,io,,,. amd ,tf.� ,, rat { %;i Pit t?.�f not c. +to
O`ue e,d, fFa'�icafior? #duty', sled r>orm ih t E.e a ew', t i,, Record xff ai ed dis(repancks poor to huralk"jon, , e et
i. , w fit. da esg , mcKdParnly em t ,t... r;Je .r„ the E.tg we , a.4G d, U, v„S aif ,a def P.n .... Mile {,e re unknown
Were not d&da, ndm We of sm vey o rt..t P, d4,,, omta,,-' . erChriz.ccl r this i,4` work.. Any in, ,t.e `,.'x.e c'f
vvork .ha , ;o d �,e, ua .jch th o acld,:, .v"" ie "op o peg, in ad`vcP>,e tJaf 1 M w e� ed , bY DyMurt'r Rt, wfi,
Bmtm Cum 4 E n wd P;.n:c,51f.>i. :�i 61RI,., 2Z ilc. 0 `6, 1 5.,.�. xs e,.T.�ta�;.,� P. �.'i3, _a ,t. 1 ya;`te i?...�, c,. �: ca , c.:.d.Pt i` i e /5
I
REDUCED ROOF LIVE LOAD (Lr)_
Roof Live Load
Member Tributary Area
Roof 1-3 Pitch
Tributary Area Reduction Factor
Ground Snow Load
Effective Roof Slope
Snow Importance Factor
Snow Exposure Factor
Snow Thermal Factor
2.50 psf
O50 psf
PV-DL 3.00 Psi
150 psf
0,50 psf
1,50 psf
0.73 psf
= 0.00 psf
= 1.50 psf
R-DL z 6.70 psf
Lo = 20,00 psf
At < 200 ft'
25' or 6/12
R1 = 1.00
R2 = 0,93
pg = O00 psf
25*
Is = 1,00
Ce = 1,00
Ct = IAO
pf-min = 0,00 psf
Pf = OM psf
Cs -roof = I �00
--m-roof = -Oxopsf
B""m,,M C(,)r",) au,,d . . . . . .
611" ' 02,4,,"5(,)6 1 -J" ... . . .. .. .
kj, 3 /5
EXISTING WITH PV PANELS
Roof Dead Load (DL) = 6.70 9,70 psf
Roof Live Load (Lr) = 1830 (LOO psf
Roof Snow Load (SL) = UO UO psf
EXISTING WITH PV PANELS
(DL + Lr)/Cd = 20,16 10,78 psf
(DL + SL)/Cd = 5A3 &43 psf
Maximum Gravity Load = 20,15 10,78 psf
Load Increase (%) ==iiOK
The requirements of section 805.2 of 2021 IEBC are met and the structure is permitted to remain unaltered.
611(") 202AK,6 41,15
is
Wind calculation is based can ASCE 7-22, 29.E § C C, LC 0: 061DL + 0,6WL is used,
Lk.., .a Cot,p y �. and' st �,a..=�.- *�,i 610,202,45W,3 z , tO i{c-..q; ""omn
CODES:
CONSTRUCTION
G:
THIS PROJECT COMPLIES WITH THE FOLLOWING:
2023 8TH EDITION i FLORIDA BUILDING CODE
CONDUIT DUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND
2023 8TH EDITION FLORIDA RESIDENTIAL CODE
ARE NOT MEANT TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS.
2023 8TH EDITION FLORIDA MECHANICAL L CODE
ALL SOLAR ENERGY SYSTEM EQUIPMENT SMALL BE SCREENED TO THE MAXIMUM UM EXTENT
NO 00 E
2023 8T#-# EDITION FLORIDA PLUMBING G CODE
POSSIBLE AND SHALL BE PAINTED A COLORSIMILAR TO THE SURFACE UPON WHICH THEY ARE
s eE N
2023 8TH EDITION FLORIDA FUEL, GAS CODE
MOUNTED.
2023 BTFI EDITI011! FLORIDA ENERGY GY CONSERVATION I CODEMODULES
SMALL BE TESTED, LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN
=mar' "
2023 8TH EDITION FLORIDA EXISTING CODE
ACCORDANCE WITH UL 2703. SMOKE AND CARBON! MONOXIDE ALARMS ARE REQUIRED PER
No, 9111
2023 8TH EDITION FLORIDA ACCESSIBILITY CODE
SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD.
2023TFf EDITION I FLORIDA FIRE PREVENTION #CODE
2017 NATIONAL ELECTRICAL CODE
DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY
AS ADOPTED BY CITY OF EPHYRHILLS
EXCAVATION TAKING PLACE
�o°.� TOTE F
�•"lD
�
��'�
PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM
i
' '
����
DO DISCONNECT/INVERTER A PER 017NEC SEC 250.16 (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 ROC OR LIFER
U ILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM
h
CLIENT:
JEFFREY LIND
INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT
3840112TH AVENUE, ZE€ HYRHILLS, FL
;
ATTACHED TO THE ROOF USING CONDUIT 11 OUNT
33542
AHJ CITY OF ZEPHYRHILLS
UTILITY DUKE ENERGY
METER 3563127
ART: 11-26-21-0010-€33500-€ 081
`
PHONE: 813 616-0412
E
EMAIL: JEFFLINDI PORT T@GMAtL.COM
THIS SYSTEM DESIGNED WITH:
�
�
WIND SPEED: 145
0 #
WIND EXPOSURE: C
SYSTE�ti:
SYSTEM SIZE (DC); €6 X 335 = 5.364 MN
a
'SNOW LOAD: 0
SYSTEM SIZE (AC): 4.640 kW @ 240V
MODULES: 16 X TRIM SOLAR: TSM-335
PE14A
t 3
MICROINVERTERS` 16 X ENPHASE
IQ8PLUS-72-2-US
`✓% r.
t ,
r
S
EXISTING SYSTEM,
I %
SYSTEM SIZE (DC):18 X 340 = 6,120 kW
SYSTEM SIZE (AC): 4.320 P.ini @ 2401/
SITE LOCATION
MODULES: 18 X Q CELLS Q.PEAK DUO
BLK-G6+-340
TABLE CONTENTS:I7-60-z-€€SRr�RS:
,e X ENI�H�s�
PV_1 SITE LOCATION
REIiSiCiPtB
PV-2 SITE PLAN
L40. REVI DBY DATE
PV-2A ROOF PLAN WITH MODULES LAYOUT
- 1 -
_...__.._ ._.._...__�_
PV-28 ARRAY AND STRUCTURAL TABLES
PV-3 MOUNTING DETAILS
PV 5 CONDUCTOR CALCULATIONS
F o x k v ;l
PV EQUIPMENT #P E# T c SERVICE LIST
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
PV- LABELS
FL 32819
Tet (80D) 385-1075
PV-7A SITE PLACARD
GREGALBFtIG#-1T
PV-8 MIC OINVE TER CHART
PV SAFETY PLAN
PV-10 SAFETY PLAN
ONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
APPENDIX MANUFACTURER SPECIFICATION SHEETS
EC43008055
JOB NO: DATE: DESIGNED BY: SHEET:
4s03621 112712024 Y.J. PV-1.
L Ei li : { } PV SYSTEM PV PV Y TE T.IIS SYSTEM DESIGNED WITH: TOTAL ROOF AREA RIDGE SETBACK CALLS:
6,120 kW -DC . 6 kW DC 11,4 kW -DC€ C. TOTAL ROOF AREA: 2294.22 C F
4.320 kW -AC 4. i4 k AG (kW -AC
DEXPOSURE: SINGLE MODULEAREA: 20.92866048Q T
s.
` CHIMNEY SOW LOAD: 0 TOTAL NUMBER OFMODULES: 16
_ TOTAL AREA OF MODULES: 334.86 SO FT `` `
PIPE VENTE FENCE ROOF COVERAGE: 14.6 �1�, ������
�..
FIRE SPRINKLERS: NO
ATTACHMENTS
PROPERTY LIME t'
' o. 1113
MODULES � _
RAFTERS r " (# 16 TRIiIA SO R: TStr-335 PE14A , 333 l Rp
ROOF LINE
a $
"� ��"4STATE OF
RAIL
" �JSETBACK
�
E'Asy ICBP#-7�2-iS 293Jail �
.- e INVERTER NTH RAPID SHUTDOWN AC
aC DISCONNECT � y_ n � cam
MAID BREAKER c
RISE ENCLOSURE ! � (N) E P ASE CONSIDER PANEL
JUNCTION (I) LOAD CENTER
` < ROOF AREA: 2294,22 SQ FT
BOX
iI ITY 'O GENERATION DISCONNECT TCH
oum U EATON DG222NRB (OR EQUIVALENT)
d � CUEIdT.
(E) ENPHASE COMBINER PANEL
METER 6 J � JEFFREY LIND
MICRO N JUNCTION BOX � i Li 5� 38401 12TH AVENUE, ZEPHYRHILLS. FL
crc { } (E) AC DISCONNECT33542
INVERTER •-� . �� AHJ: CITY OF ZEPHYRHILLS
COMBINER BII iER UTILITY: DUKE ENERGY
i e METER:3563127
PANEL In. APN: 11-26-21-0010-03500-0081
FENCE/GATE PHONE; (813) 616-0412
L LOAD �� `:� a EMAIL: JEFFLINDIMPORTANTt@GMAIL.COM
CENTER �_, (E) MAIN BREAKER ENCLOSURE
--- """ — SYSTEM,
e (E) UTILITY METER SYSTEM SIZE IDC):16 X 335 = 5.360 kW
* SYSTEM SIZE (AC): 4.640 kW C 240V
MODULES: 16 X Tf II 4 SOLAR: TSM-335
X PE14A
MICR(E) 18 Q CELLS Q. PEAK DUO ELK-G6+ - 340, 340 1 IQ8PL S-72- TERs:1s x EIaPHASE
..-y-' rc�sPLu;�-72-z-uS
1
2
SIZE (DC): 18 X 340 = 6A 20 kW
SIZE (AC): 4.32Q kW g 240V
S: 18 X Q CELLS Q.PEAK DUO
-340
VERTERS: 18 X ENPHASE
:,;
,qfr
FREEDOMFOREVER LLC
2619 CONSULATE DR SUITE NO, ORLANDO,
FL 32819
Te#: {{8OD�7 385 1 175
GREG Fi( BRIG"HT
� t
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EG 1300805f
SCALE2 25' - f� f . SITE PLAN=lBlYSHEET
JC38Id{}: I>ATE_t?ESI403621 1127f2024:
LEGEND:
CHIMNEY
PIPE VENT
ATTACHMENTS
ri
u
MODULES
RAFTERS
RAIL
01
SETBACK
HAC
DISCONNECT
EdMAIN
BREAKER
ENCLOSURE
HJUNCTION
BOX
UTILITY
METER
MICRO
INVERTER
COMBINER
PANEL
LOAD
CENTER
Ifp
(E) PV SYSTEMT(N) PV SYSTEM (T) ITV SYSTEM
THIS SYSTEM DESIGNED WITH:
6.120 kw-bc 15.360 kW -DC 111.480 kW-Dc�--- I
I EED: 145
4.3:1! 3 14.640 18.960 kW -AC
�j
WIEXPOSURE:
ND C
SNOW LOAD: 0
(N) JUNCTION B
(E) 18 0 CELLS Q.PEAK DUO BLK-G6+ -
ROOF PLAN
SCALE 1/811 = 11-o"
ro
TOTAL ROOF AREA: 2294.22 SO FT
TOTAL ARRAY AREA: 334.86 SQ FT
ARRAY COVERAGE: 29.35%
SYSTEM DISTRIBUTED WEIGHT. 2.37 LBS
ROCKIT SMART SLIDE POINT -LOAD- 31-75
S-72-2-US 290 W
iASE COMBINER PANEL
)CENTER
31SCONNECT
J DG222NRB (OR EQUIVALENT)
4PHASE COMBINER PANEL
AC DISCONNECT
(E) MAIN BREAKER ENCLOSURE
"E) UTILITY METER
NOTES:
1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS
2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES
3. JUNCTION BOX IS MOUNTED TO THE RAIL,
AN NGo
No.96636
s OF
T
F ROOF AREA. 2294,22 SO FT
CLIENT:
JEFFREY LIND
38401 12TH AVENUE, ZEPHYRHILLS, FL
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER: 3563127
APN: 11-26-21-0010-03500-0081
PHONE: (813) 616-0412
EMAIL. JEFFUNDIMPORTANT@GMAIL.COM
IYSTEW,
SYSTEM SIZE (DC): 16 X 335 = 5360 kW
SYSTEM SIZE (AC): 4.640 kW @ 240V
MODULES: 16 X TRIVIA TSM-335
PE14A
MICROINVERTERS: 16 X ENPHASE
108PLUS-72-2-US
SYSTEM SIZE (DC): 18 X 340 = 6,120 kW
SYSTEM SIZE (AC): 4,320 kW @ 240V
MODULES: 18 X Q CELLS Q,PEAK DUO
BLK-G6+ - 340
MICROINVERTERS: 18 X ENPHASE
107-60-2-US
NO, I REVISED BY DATE
ftedom-
fREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: 385-1075 GROLBRIGHT
j1\
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
ECI 3008066
ROOF PLAN WITH MODULES LAYOUT
0 P'
OE7
IGNED BY: SHEET: JOB NO; C NED �Sr.SHE
-T
036 1 j PV-2A �4036201 ILIC2712024 K.J. PV 2A
ROOF AREA STATEMENT
JEFFREY LIND
ROOF
MODULE QUANTI
ROOF PITCH
ARRAY PITCH AZIMUTH
ROOF AREA
ARRAY AREA
33542
AHJ: CITY OF ZEPHYRHILLS
METER: 3563127
SO FT
SQ FT
PE14A
g&1STING SYSTEM
SYSTEM SIZE (AC): 4.320 kW @ 240V
ARRAY DETAILS
JOB NO: I TE: SIGNED BY:
TABLE 1 - ARRAY INSTALLATION
ROOF
ROOFING TYPE
ATTACHMENT TYPE
FRAMING TYPE
MAX UNBRACED
STRUCTURAL
PENETRATION
MAX
ATTACHMENT
MAX RAIL
OVERHANG(I
PITCH
LENGTH(FT.)
ANALYSIS RESULT
PATTERN
SPACING (IN.)
N.)
ECCIFASTEN ROCKIT SMART
ROOF 1 25
COMP SHINGLE
SLIDE
2x4 TRUSS@ 24" OCr
6
PASS
STAGGERED
72" OC
24
ECOFASTEN ROCKIT SMART
ROOF 25
COMP SHINGLE
SLIDE
2x4 TRUSS@ 24" O.C.
6
PASS
STAGGERED
72" OC
24
ECOFASTEN ROCKIT SMART
ROOF 25
COMP SHINGLE
SLIDE
2X4 TRUSS( 24" O.C.
6
PASS
STAGGERED
72" OC
24
------------ I --------- T-
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,
1 MAX RAIL OVERHANG APPLICABLE FOR RAILED ATTACHMENT INSTALLATIONS.
I
NT Scale. S
A-KII mvUNl
W MODULE
fA ACID ENT DE.TAIL
to
NITS
STACKED DETAIL
For Illustration purposes
tSTAGGERED DETAIL For illustration purposes only
CLIENT:
JEFFREY LIND
3WI 12TH AVENUE, ZEPHYRHILLS, FL
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER: 3563127
APN: 11-26-21-0010-03SM-0081
PHONE: (813) 616-0412
EMAIL: JEFFLINDIMPORTANTB—GMAIL,COM
IYSTEW
SYSTEM SIZE (DC): 16 X 335 = 5,360 kW
SYSTEM SIZE (AC); 4.640 kW @ 240V
MODULES: 16 X TRINA SOLAR- TSM-335
PE14A
MICROINVERTERS: 16 X ENPHASE
108PLUS-72-2-US
EXISTING SYSTEM,
SYSTEM SIZE (DO): 18 X 340 = 6,12014
SYSTEM SIZE (AC): 4,320 kW @ 240V
MODULES: 18 X 0 CELLS Q. PEAK DUO
f MODULE MODULES:
- 340
MICROINVERTERS: 16 X ENPHASE
107-60-2-US
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: - GRO21I.3051 GIORS
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13MO56
MOUNTING DETAILS
acal 1DATE: Y: ilG;NEDBY; �AFSHE!M I PV 3
443621 i 1/27/2024 K.J. PV-3
BACKFEED BREAKER SIZING fglpy SYSTEM (N) PV SYSTEMI IT) PV SYSTEM
(TOTAL) MAX. CONTINUOUS OUTPUT 37.36A @ 240V 6.120 kW -DC 5.360 kit -EEC 11.480 kW -DC
NEW 19.36 IX 1.25 = 24.2AV1P6 25A BREAKER - OK 4.320 kW -AC 4.646 kW -AC 18,9650 kW -AC
fill,
EXISTING 1&00 X 1.25 = 2 ;50AMPB 2 A BREAKER - OK '`I'k
TOTAL 2420 r 22. f1 = 46.7A P6 150A BREAKER OK
SEE 70512 OF 2017 NEC
150 1X 1.2o I = 1180 NO. 91113
180 - 1 150 1 = 130A ALLOWABLE BACKFEED
37.36 X I 47A PS 150A FUSES -OK STATE Ca
F 4
fII
CLIENT:
JEFFREY LIND
38401 12TH AVENUE, ZEPHYRHILLS, FL
(E)150A RATED fEl UTILITY METER 33542
MAINSERVICE P
9PH' 120d240VOOH7 as AHJ. CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
{Ei 153A d2F METER: 3563127
MAIN BREAKER - APN. 11-26-21-00'1 35{}"081
(TOP FED) PHONE: (813) 616-0412
EMAIL: JEFFLINDIMPORTANT@GNIAIL.COM
BRANCH CABLES INTEGRAL TO
INVERTERS 1 #6 AWG, BARE
COPPER GROUND i s SYSTEM.
r SYSTEM SIZE (DC): 16 X 335 = 5:360 kW
ENPHASE IQ8PLUS-72-2-US,2W W _..-.-; r.-e a SYSTEM SIZE (AC)-: 4.640 kW @ 240V
MCROIFdVERTERB MODULES: 16 X TRINA SOLAR: TSAR-335
PE14A
., N 60A FUSED fib X ENPHA5E
STRING't. - GENERATION DISCONNECT 'j F QSP LUS- 2- US
TFZ3NA SOLAR. TSh4.335 PE14A 335 W N - rc �.... 2-#BAWG, THWN-2 SkMTCH F LISTED CONNECTOR UL
{hJ) ENPHASE 1 -#10 EGC, THWN-2 EATON DG222NRS (OR "; ?
- - J €a TiOra=. COMBINER Box EQUIVALENTI � �--
SN 3f4" 6R LARGER EMT CCNtiUET
WITH 5SA FUSES, E "
ENPHASE IQ8PLLr-72-2-US 2W W - ' r (N) IOBA DEDICATED KMFEBLADE, LOCKABLE, NrEMA � w i
` LOAD CENTER 3R, UL LISTED
MICROINVERTERs NEMA 3R STEMSIZE EXISTING S(DC): 18 X 340 = 6A20 kW
tisane _ ( = TO UTILITY SYSTEM SIZE (AC): 4.320 kW @ 240V
a}2oA f zP �--, auERIaEAD MODULES: 98 X Q CELLS Q:PEAK DUO
f £ s s FEED EiLtC-G6+- 34C1
M_u _
8 TRIPSJ4 SOLAR: T3M-'535 PEt4ft 335 . I ... MICROINVERTERS: 1$ X ENPI'£�SSE
IQ7 6£A2-US
IN) 20A 2P
3-#'AWG,THWN-2 3-#L#VVS,THWN-2
BRANCH CABLES INTEGRAL TO INVERTERS Es
.,..- , 1 -#`:: EGO, THWN-2 IN 3W OR LARGER EMT CONDUIT REVISIONS
1 #9 AWG. BARE CLIPPER GROUND IN 314' OR LARGER EMT
IN 15Ai 2P WC3 ( REVISEDSY DATE4-#10 AVYG.. THV'dN-2 CONDUIT
1 . #10 EGG. THWN-2 14 GATEWAY
IN 3/4' EMT CONDUIT
EXISTING CONDUIT
ANDAIRE freedom
(E) MODULESM
QCELiS(EjAC .._a....-
FREEDOM FOREVER LLC
Q,PEAK DUODISCONNECT -- 2619 CONSULATE OR SUITE 800, ORLANDO,
BLK-Gfi4-346
FL 32819
WATTS
TeI: (800) 385-9075
18 34tiW
DREG ALBRiGHT
I i t
s
20NTRAGTOR 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 O: . GATE: DESIGNED BY: SHEET:
403621 ..i127/2024. K.J. PV-4
RE SCHEDULE
CE1t�lA'f
EQUIPMENT
CONDUCTORALLOVItABLE-
QTY.AT1��'ACITY
A
RE
SIZE
STARTING
9f7°C
310.15(S}(16)
STARTING
CURRENT
APPLIED TO
CONDUCTORS
IN RACEWAY
TEMPERATURE
CORRECTION
FACTOR.
310:16(13}(2)(�)
ADJUSTMENT
FACTOR FOR
FACTOR
MORE THAN 3
CONDUCTORS
31OA5(8)(3)(a)
ADJUSTED
AMPACITY
� 90°C
MAXIMUM
CURRENT
APPLIED TO
CONDUCTORS
IN RACEWAY
1
2
3
4
DC
AC
AC
AC
MODULE
MICROINVERTER
JUNCTION BOX
ENPHASE COMBINER PANEL
TO
TO
T;
TO
MICROINVERTER
JUNCTION BOX
ENPHASE COMBINER PANEL
LiEC71CATEIJ LOAD CENTER
2
2
4
3
10
19
10
8
40
40
40
55
I t%
9.68'
9.68
37 36
0.91
0 91
0.91
0.91
1 '
1
0:8
1
36A0
36A0
29.'12
50:05
14.61
12.10
12A0
46.70
5
AC
EXISTING INVERTER 1
TO
DEDICATED LOAD CENTER
3
10
40
1&00
0,91
1
36A0
22.50
6
AC
DEDICATED LOAD CENTER
TO
AC DISCONNECT
3
8
55
37.36
0,91
1
50.05
46.70
7
AC
PC DISCONNECT
TO
POI
6
75
37.36
0;91
1
68.25
46:70
%A It,
A. Noi 111
�$ STATEOF
401111D*�
JEFF EY LIN€7
£11 12TH AVENUE, ZEPHYRHILLS, FL
33542
AHJ: C4TY OF ZEPH'YRHILLS
UTILITY: DUKE ENERGY
METER:3563127
ARK 11-26-21-001€3.03 sD 81
PHONE: (813) 616-0412
EMAIL: JEFFLINDiMPORTANT GMAIL,COM
SIZE (DC): 16 X 335 = 5.360 kW
SIZE (AC): 4,640 kW Q 240VV
S: 16 X TRINA SOLAR: TSM-335
VERTERS: 16 X ENPHASE
a2-2-US
SYSTEM SIZE (DC): 18 X 340 = 6,124 kW
SYSTEM SIZE (AC)j: 4.320 kW @ 240V
MODULE& 18 X O CELLS Q.PEAK DUCT
BL -G6+- 340
MICROINVERTERS: 18 X ENPHASE
IQ7-60-2-US
.�. 0 � � ,
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
Ft 32819
Tei; (8 ) 385.1075
DREG ALBRIGHT
3
�x
CONTRACTOR LICENSE:
CERTIFIED El ECiR€GAL CONTRACTOR
EC13008056
CONDUCTOR AMPACITY CALCULATIONS IN ACCORDANCE WITH NEC 690.8.
CONDUCTOR CALCULATIONS
JOB NO: DATE: I DESIGNED BY: SHEET:
403621. 1/27/2024 K.J. PV-5
CITY.
PART
TART #-
DESCRIPTION
16
MODULES
PV 113-335S
TRINA SOLAR: TSM-335 PE14A'
1
JUNCTION BOX
RAC-260-049
60OVDC NEMA 3R UL LISTED JUNCTION BOX
1
MOULTING BRACKET
RAC-211-201
UNIRAC E-BOSS J-BOX MOUNTING BRACKET
4
ELECTRICAL ACCESSORIES
EA-350-326
STAUBLi tMULTI-CONTACT MG4 CONNECTOR (FEMALE)
4
EQUIPMENT ACCESSORIES
EA•350I 327
STAUBLI I MULTI -CONTACT MC4 CONNECTORS (MALE)
16
INVERTERS
INV-120-015
ENPHASE IQ6PLUS-72-2-US
i
MONITORING EQUIPMENT
CIE-180-201-4C
ENPHASE: COMBINER PANEL 4C
19
ELECTRICAL ACCESSORIES
EA-160-I
"ENPHASE, Q CABLE PORTRAIT FOR 60i72 CELL"
19
ELECTRICAL ACCESSORIES
EA-160.105
"ENPHASE, Q CABLE LANDSCAPE 60 CELL"
1
MONITORING EQUIPMENT
ME-180-201
"ENPHASE, AC COMBINER WT IQ GATEWAY PCBA, 80A, 240V'
1
WIRE
WR-310-300
"ENPHASE, RAW TRUCK CABLE (300 FT, ROLL)"
128
ELECTRICAL ACCESSORIES
EA-160-110
ENPHASE TIE WRAPS i CABLE CLIPS
4
2
ELECTRICAL ACCESSORIES
ELECTRICAL ACCESSORIES
EA-160-107
EA-160-109
ENPHASE SEALING CAPS FOR Q CABLE
ENPHASE TERMINATOR
1
LOAD CENTERSIMAIN PANELS
EE-151-109
100A DEDICATED LOAD CENTER
I
DISCONNECTS
EE-321-061
60A RATED 240VAC NEMA 3R UL LISTED
2
FUSES
BR-330-050
50A FUSE 1 PH 240VAC
3
25
ELECTRICAL ACCESSORIES
FITTINGS/ANCHORS
EA-350-113 `
RAC-265-034
IDEAL B-TAP 410-10 AWG
ROCKIT SMART SLIDE
27
FOOTINGS
RAC-265-004
"MFG: BOO FASTEN, ROCKIT COMP COUPLING AL BLK, MFG SKU, 2011021"'
25
FOOTINGS
RAC-265-001
'MFG: EGO FASTEN, GF-1 FLASHING GLV ELK 8XIG-, MFG SKU: 3012029'
FOOTINGS
FITTINGS/ANCHORS
RAC-265-028
RAG-265-031
'MFG: ECO FASTEN, SKIRT AL BLK 35MM & 40MM A80, MFG SKU: 2€19901Z'
"MFG: BOO FASTEN, SKIRT END CAP PLS 35MM&40M€ih-A, MFG SKU: 2099035"
16
RAILS
RAG-265-018
"MFG: ECO FASTEN, FRAME MLPE MOUNT SS, MFG SKU: 4011012'°
50
SCREW
RAC-265-035
ROCKIT SCREW #12X3
tir
ox
KK ¢ O. 9111
'4 STATE OF
JEFFREY LIND
3MI 12TH AVENUE, ZEPHYRHILLS, FL
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY DUKE ENERGY
METER. 3563127
APN: 11-26-21-00I M3500-0081
PHONE: (813) 616-0412
EMAIU JEFFLINDIMPORTAIiT@GMAIL.CO
ZE (DC): 16 X 335 m 5,360 kW
ZE (AC): 4,640 kW @ 240V
16 X TRIM SOLAR: TWA-335
:RTERS: 16 X ENPHASE
`.-2-US
SYSTEM SIZE (DC): 18 X 340 =6A20 kW
SYSTEM SIZE (AC): 4.320 kW a;240V
MODULES: 18 X 0 CELLS Q:PEAK DUCT
BLK-G6+ - 340
MICROINVERTERS:18 X ENP14ASE
NO _._., REVISED BY DATE
E
f Jfreedom ecxguc, 9..-
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Ter: (80) 385-1075
DREG ALBRIGHT
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
EQUIPMENTTj °B' SERVICE LIST
d 036 1 112D72024 I ESi K NJ L7 BY�SPV_6 :
43 ,5f5(c)(3)
C
RAPIDTURN
POSITION TO SHUT DOWN
SWITCH TO THE "OFF"
I
OPTIONAL-------------------------
LA LOAD CENTER
(UNLESS BUSBAR IS FULLY RAT]
705.12(C)(2)
i
JEFFREY LIND
38401 12TH AVENUE, ZEPHYRHILLS, FL
33542
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
METER: 3563127
APNF 11-26-21-0€IM3 81
PHONE: (813) 616-0412
EMAIL: JEFFLiNDIMP RTANT GMIAIL.COM
(GC): 16 X 335 = 5.360 kW
(AG): 4.640 kW @ 240V
X TRINA SOLAR: TSM-335
"EELS; 16 X ENP€iASE
EXISTING SYSTEW
SYSTEM SIZE (DC): 18 X 340 = 6.120 kVA.'
SYSTEM SIZE (AC): 4,320 kW @ 240V
MODULES: 18 X Q CELLS Q,PEAK DUO
BLK-G6+-340
MICROINVERTERS: 18 X ENPHASE
freedom -
FREEDOM FOREVER LLC
2619 CONSULATE DR SUITE,800, ORLANDO,
FL 32819
Tel: (800) 385.1075
GREGALBRIGHT
c
Ei)
I
CONTRACTOR LICENSE:
CERTIFIES} ELECTRICAL CONTRACTOR
EC13 O56
Lm;{ [c� z'5
LABELS
--
E JOB NO: I DATE: I DESIGNED BY: SHEET:
NFPA 11.12.2.1.1.1.1 1 „ EVERY 1 VON CONDUIT AND ENCLOSURES 403621 .1/27/2024 K.J. I PV-7
JUNCTION TION BOX
,
() 18 PV MODULES
(N) 16 MICRO INVERTER
(N) 16 PV MODULES
(N) COMBINER BOX
(N) LOAD CENTER
(N) GENERATION
DISCONNECT SWITCH
(E) COMBINER BOX
n"I((") AC DISCONNECT
MAIN BREAKER
ENCLOSUREUTILITY METER
WARNING,
DISCONNECTTURN OFF PHOTOVOLTAIC AC
1NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON.
2. ALL MARKING SHALL CONSIST OF THE FOLLOWING
k UV RESISTANT SIGN MATERIAL NTH ENGRAVED OR MACHINE PRINTED LETTERS OR }
B. RED BACKGROUND COLOR
APPROPRIATELYC. AERIAL FONT.
3. ALL SIGNS SHALL BE SIZED
• ; we
I
0
V4
Z No. 91113
m m�a z
% STATE 0 F
� rN
111111
CLIENT:
JEFFREY LIND
38401 12TH AVENUE, ZEPHYRHILLS, FL
33642
AHJ: CITY OF ZEPHYRHILLS
UTILITY. DUKE ENERGY
METER;3563127
APN: 11-26-21-001 M3500-0081
PHONE: (813) 616-0412
ENTAIL: JEFFLINDIMPORTANT Gk1AIL.COM
ZE (DC): 16 X 335 = 5.360 kW
ZE (AC); 4.640 kW @ 240V
16 X TRINA SOLAR TSW335
SYSTEM SIZE (DC): 18 X 340 = 6,120 kW
SYSTEM SIZE (AC): 4.320 kW Q 240%1
MODULES: 18 X Q CELLS CREAK DUO
BLK-G6+ - 340
MICROINVERTERS:18 X ENPHASE
107-60-2-US
NOi REVISED BY DATE
FREEDOM FOREVER LLC
2619 CONSULATE DID SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
GREGALSRIGHT
Ic
Cc NTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
d
11E1WsT 3 BY.
SHEET:
403621
1121,2124
K.J.
PV-7A
® 1-
E
..
l
4 CLIENT:
;' JEFFREY LIND
�� 0 38401 12TH AVENUE, ZEPHYRHILLS, FL
33542
,
AHJ: CITY OF ZEPHYRHILLS
UTILITY: DUKE ENERGY
11 METER: 3563127
APN:11-26-21-0010-03500-0081
PHONE: ($13) 616 (1472
°� EMAIL: JEFFLlNDlMPORTANT@GMAlL.COM
\C
SYSTEM:
pC SYSTEM SIZE {DC}: 16 X 335 = 5.360 kW
. SYSTEM SIZE {AC}: 4.640 kW @ 240V
MODULES: 16 X TRINA SOLAR: TSM-335
1 PE14A
NG MICROINVERTERS. 16 X ENPHASE
IQ8PLUS-72-2-US
12
} EXISTING SYSTEM:
SYSTEM SIZE {DC}: 18 X 340 = 6.120 kW
SYSTEM SIZE (AC): 4.320 kW @ 240V
13 MODULES: 18 X Q CELLS Q.PEAK DUO
i BLK-G6+-340
MICROINVERTERS: 18 X ENPHASE
1`+ ; 1 iQ7-60-2-US
�° �, REVISIONS
NO. _ REVISED BY DATE
16 �gfreedomFREEDOM FOREVER LLC
2619 CONSULATE DR SUITE 800, ORLANDO,
FL 32819
Tel: (800) 385-1075
17 DREG ALBRIGHT
' z` .....
18
CONTRACTOR LICENSE:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
1
MICROINVERTER CHART
20 JOB NO: DATE: DESIGNED BY: SHEET:
403621 1/27/2024 K.J. PV-8
JOB HAZARD ANALYSIS
Crew leader to fill out all sections below, hold a pre -job safety meeting with all personnel, and upload this completed document and the Safety Plan to Site Capture
Ladder Access
Ladders must be inspected before each use.
Extension ladders must be set up on a firm and level surface at
a 4-to-1 rise to run angle (or 75 degrees) and the top must be
secured to the structure. Extension style ladders placed on
uneven, loose or slippery surfaces must additionally have the
base firmly anchored or lashed so the base will not slip out.
Extension ladders must be used with walk-through devices or
the ladder must extend 36" above the stepping off point.
A -frame ladders must only be climbed with the ladder spreader
bars locked in the open position; A -frame ladders shall not be
climbed while in the closed position (ex, closed and used while
leaned against a structure).
it notes:
Mobile Equipment
• Only Qualified operators will operate equipment; operators must
maintain a certification on their person for the equipment being
operated.
• Type(s) of mobile equipment (Type/Make/Model):
Crew leader responsible for communication with the client:
1
Heat Related fitness Prevention
NOTE ADDITIONAL HAZARDS NOT ADDRESSED ABOVE
® Employees shall have access to potable drinking water that is
(add as many as necessary by using additional sheets)
Client and public is excluded from work area by barricades (N/A,
fresh, pure, and suitably cool. The water shall be located as
Define the Hazard: Method/steps to prevent incident:
Yes, No):
close as practicable to the areas where employees are working.
Water shall be supplied in sufficient quantity at the beginning of
Training and Pre -Job Safety Briefing
the work shift to provide at least one quart per employee per
® All employees onsite shall be made aware of the specific hazards
hour for drinking for the entire shift. Employees may begin the
of this project and review this HJA during a pre -job briefing, and
shift with smaller quantities of water if they identify the location
Define the Hazard: Method/steps to prevent incident:
their signature indicates awareness of site conditions and the
and have effective means for replenishment during the shift to
plan to eliminate any hazards identified prior to and during the
allow employees to drink on quart or more per hour. The
project.
frequent drinking of water shall be encouraged.
0 Shade shall be present when temperature exceeds 80 degrees
• Crew leader (name/title):
Fahrenheit, When the outdoor temperature in the work exceeds
Define the Hazard: Method/steps to prevent incident:
80 degrees Fahrenheit, employees shall have and maintain one
• Crew member (name/title):
or more areas with shade at all times.
- New employees must be acclimatized. New employees will be
• Crew member (name/title):
monitored by their Crew Leader (site supervisor) for the first two
(2) weeks of employment or longer when necessary.
Define the I to prevent incident-
• Crew member (name/title):
e Employees will be allowed and encouraged to implement
Crew member (name/title):
cool -down breaks in the shade any time they feet the need to do
Qualified operator(s):
1
so to protect them from overheating. Supervisors are
Crew member (name/title):
-1
REQUIRED to allow employees any break period they need
Material Handling and Storage
I
I during high heat conditions.
JEFFRECLIENT:
Y LIND
Materials will be staged/stored in a way that does not present a
Airborne Contaminants:
a Cool Vests are encouraged for all employees at all times during
38401 12TH AVENUE, ZEPHYRHILLS, FL
hazard to client, personnel or public. Materials stored on the
0 Asbestos -containing (Transits) piping (ACP) - Do not disturb
periods of high heat.
33542
roof will be physically protect from failing or sliding off.
(move, drift, cut fracture, etc,)
a Identify the location of the closet Occupational/industrial Clinic
AHJ:
UTILICITY OF ZEPHYRHILLS
TY: DUKE ENERGY
0 Asbestos -containing thermal insulation (ACI) and
or Hospital in case a crew member becomes ill.
METER: 3563127
Fall Protection
• A site -specific plan for fall prevention and protection is required
prior to starting work and must remain onsite at all times until
work is complete; a fall rescue plan must be outlined and
discussed among the crew prior to work start.
• First -person -Up (FPU) must install their anchor and connect
before any other task, including installing other anchors. The
Last -Person -Down (LPD) must be the only person on a roof
uninstalling fall protection,
0 FPCP (name and title):
0 FPU and LPD (name and title):
Electrical Safety
• The Electrical Qualified Person (EQP) is required onsite to
perform electrical work.
• All electrical work will be performed with equipment in an
electrically safe condition (de -energized) unless approval has
been granted prior to work.
• Service drops and overhead electrical hazards will be indentified
and protected from contact, as neccessary.
EQP (name and tile):
Public Protection
The safety of the Client and Public must be maintained at all
times.
The Client and the Public shall be prevented from entering the
work zone through the use of barriers and/or signage, as
required,
Company, Client and Public property shall be protected from
falling objects.
Pets (including dogs) shall be secured by their owners prior to
work start.
The Client should not leave pets, family members, or others in
charge or care of Employees, Contractors, or Temporary
Workers.
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
subsides.
Forecasted weather maximum temp (degrees f):
�?.Il eMDlovees 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 restroorn facilities with
hand -washing stations. Use of onsite restroorn 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.
Restro m facilities will be (circle one): Onsite - Offsite
If
Offsi
te, add location name and address:
Incident Reporting Procedure
Contact your Site Supervisor
Name:
Contact your Manager
Name:
Phone:
Contact your Site Supervisor
Name:
Phone:
W1777TIr"11"lairie, Ilmorie n#rTI er, o uun escI Ipilun
of what happen and when.
Mono Multi Solutions
THE
'y A' R, FRAMED 72-CELL MODULE (150OV)
7,
-2-
Comprehensive Products
And System Certificates
L
pa
'K
Tr i n ass o.-. I a r
Idea! for large, scale installations
One of the andustry's most trusted modules
Highly reliable due to stringent quality control
xi
Certified to withstand the most challenging
environmental condit'lons
M
Ax. (_• -0
jF
PRODUCTS P01.1i RANGE T "t-LCTRiCAL DATA
f,)W SM-PE'114A 320-34
Peak Power War:ts-P(Wp)* 220 325 330 335 340
MeXiMUM Power Valtage-Vo-, (V)
Open Circuit Voltags -vo( (V)
Modu[e Efficiency n,, (P,) iG.5
S7C 1—t—ce IGO UN/-1,CN
'F,' mlorc' , - 3d,
462
172 ITS
E t Rt'Ai DA-FA (iC)"
Maximum Power-P,,r, Ard 237 241 245 249 252
4 09x 4
Maximum Power Current-I,,r,., (A)
6.92 700 TOP 7.14 7,21
rn.
- Open Ch VolrageAP, (V)
42,1 4Z2 424 42,6 4CEr
----------- - -
Short Crack Current-Ir. (A)
739 7,42 7,49 7,55 7,60
----------
40/1.57
992ORIJ
MECHHAIPOCAI DATA
Back V"
Solar Ceils..
Ki[ticrystalline 156,75 x 156,75 mm (6 Inches)
Ll 1,2. 4� - -- --------
Coll 06entation
72 calls (6, - 12)
7c'
Module, Dimensions
1960 - 992 x 40 men (772 r1 1.57 inches)
ass
Weight
225 kg (49,5 t1s)
Glass
32 rnTr (0,13 inches), High Transmission, AR Coated Tempered Glass
Backsheet
White
Frame
Silver Anodized AbInniniurn Alloy
'A -A
j-8ox
IP67or 11PES rated
Cables
Photovoltaic Technology Cable 40mm? (0,006inches`),
�-VCURVES OF V M01:,1`,_i-1E(3a5d!)
1200 rnm (472 inches,,
connector
Trina TS4
FireType
Type I or Type 2
T ',A' 65 Er4PERAT`rjhF R , IN,/
MAYIMUM RAT 11,oGS
L
44'C(t2'C) Operational Temperature 40-85°C
"1 3f,....40
C,41ya/1C Max i mum, System Vo "tage 5(yGV DC {lE}
P A CURVES OF PV 40Db1LEf335eiO
TemperatufPCoeffident of Vo-
-0.32'ser"C 1500V CIE (UL)
Temperature Coefficreert of fo:
Max Sends use Rating 15A
vj A R R A N T Y
PACKAGRIJIGCOIN' GURA�
1i year Product Workmanship Warranty Modules per box: 27 pieces
25 year Linear Power Warranty
Modules pe r 49 container 648 Ideces
(Plean, c.e. . —, ri, Y
C/oj T ION READ SA F E T Y AND'NS7 ALLA I ION INS TRU C IONS Bat ORE jSING THE PRODUCT.
ina1,
Q 2017 Trine Spar UmInd. AI r3h5 reserved
5 bec if -at o ns icuded I n tnis data5heirT are subject to char ig e Wthout notice.
Version numberTS1EN-?018,,B
....trirasolar.com
CIENPHASE OEM IQ8 and IQ8+ Microinverters
.1/
Our newest 108 Microinverters are the industry's first microgrid-forming, software defined
microinverters with split -phase power conversion capability to convert DC power to AC
power efficiently. The brain of the semiconductor -based microinverter is our proprietary
application specific integrated circuit (ASIC) which enables the microinverter to operate in
grid -tied or off -grid modes. This chip is built in advanced 55nm technology with high speed
digital logic and has superfast response times to changing loads and grid events, alleviating
constraints on battery sizing for home energy systems.
Part of the Enphase Energy System, IQ8
Series Microinverters integrate with the
10 Battery, IQ Gateway, and the Enphase
Apo monitoring and analysis software.
Connect PV modules quickly and easily
to IQ8 Series Microinverters using the
included Q-DCC-2 adapter cable with
plug-n-play MC4 connectors.
when installed with 10 System Controller 2, meets UL 1741,
and 108P]us support split -phase, 240V installations only.
IQ8 Series Microinverters redefine
reliability standards with more than one
million cumulative hours of power -on
testing, enabling an industry -leading
limited warranty of up to 25 years,
'S?
108 Series Microinverters are UL listed
as PV Rapid Shutdown Equipment and
conform with various regulations, when
installed according to manufacturer's
instructions.
Easy to install
Lightweight and compact with plug-n-
play connectors
Power Line Communication (PLC)
between components
Faster installation with simple two -wire
cabling
High productivity and reliability
Produce power even when the grid is
down*
More than one million cumulative hours
of testing
Class It double -insulated enclosure
Optimized for the latest high-powered
PV modules
Microgrid-forming
Complies with the latest advanced grid
support —
Remote automatic updates for the
latest grid requirements
Configurable to support a wide range
of grid profiles
Meets CA Rule 21 (UL 1741-SA) and IEEE
1547:2018 (UL 1741-SB 311 Ed,)
Not.:
IQ8 Microinverters cannot be mixed together with
previous generations of Enphase microinverters 007
sehes, 106 series, etc) in the same system.
9 2022 Enphase Energy. All rights reserved. Enishase, the Enphase logo, 108 Microinverters,
and other names are trademarks of Enphase Energy, Inc- Data subject to change. lQ8SP-12A-DS-0067-03-EN-US-2022-12-27
Commonly used module pairings!
w
235-350
235-440
Module compatibility
60-cell / 120 half -cell 54-cell 108 half -cell, 60-cell / 120 half -cell, 66-cell l 132 half -
cell and 72-cell / 144 half -cell
MPPT voltage range
v
27-37
27-45
Operating range
V
16-48
16-58
Min- / Max. start voltage
v
22/48
22/58
Max. input DO voltage
V
50
60
Max. continuous input DO current
A
10
12
Max. input DO short-circuit current
A
25
Max. module 1,,
A
20
Overvoltage class DO port
it
DO port backfeed current
mA
0
PV array configuration
1 x 1 Ungrounded array; No additional DO side protection required; AC side protection requires max 20A per branch circuit
Peak output power
VA
245
300
Max. continuous output power
VA
240
290
Nominal (E-L) voltage/ range'
V
240 / 211- 264
Max. continuous output current
A
to
t21
Nominal frequency
Hz
60
Extended frequency range
fix
47-68
AD short circuit fault current over
2
3 cycles
Arms
Max. units per 20 A (L-L) branch circuit'
16
13
Total harmonic distortion
a5%
Overvoltage class AC port
III
AC port backfeed current
mA
30
Power factor setting
to
Grid -tied power factor (adjustable)
0.85 leading - 0,85 lagging
Peak efficiency
%
97.7
CEO weighted efficiency
%
97
Night-time power consumption
mw
60
Ambient temperature range
-40*C to -6TC (-4TF to 140'F)
Relative humidity range
4% to 100% (condensing)
DO Connector type
MC4
Dimensions (H x W x D)
212 mm (8.3") x 175 mm (6.9") x 30.2 min (1.2")
Weight
1.08 kg (2.38 lbs)
Cooling
Natural convection - no fans
Approved for wet locations
Yes
Pollution degree
PD3
Enclosure
Class II
double -insulated, corrosion resistant polymeric enclosure
Environ. category / UV exposure rating
NEMA Type 6 / outdoor
Certifications
Rule 64-218 Rapid Shutdown of Joy Systems, for AC and DO conductors, when installed according to manufacturer's instructions,
11) P.,nrq Far mcd.4ewertFs wattage abstJh.ht,,,.y Wt In additional dipong losses.seathecompatibifity calculator at
t27 Nominal voltage tangs can be extended beyond nominal ii required by the utlliy (3}�imks may vary. Referto loom reaui:emenYs to deNne tPie number of microinverters per
branch rn your area. 108SP-12A-DS-0067-03-EN-US-2022-12-27
Eaton DG222NRB
Product LengtioDepth
Product Height
7.35 in
14.37 in
EAt&T*N
Product 'Pseight
Product Width
Powering Strsiness Wor0wide
8.4 in
10 lb
Warranty
Certifications
Eaton Selling Policy 25-000, one (1) year
UL Listed
from the date of installation of the
Catalog Notes
Product or eighteen (18) months from the
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 material
Fuse class provision
Painted galvanized steel
Class H fuses
Fuse configuration
Voltage rating
Fusible with neutral
240V
Number Of Poles
Two -pole
Number of wires
3 Product Category
General duty safety switch
Type
General duty, cartridge fused
Catalogs
Eaton's Volume 2—Commema' Distnioution
Multimedia
Double Up on Safety
Sn
itching Devices Flex Center
Specifications and datasheets
Eator, Specification Sheet - DG222NRB
Eaton Corporation pic
Eaton House
30 Pembroke Road Eaton is a registered trademark.
Dublin 4, Ireland
FEaton.com
All other trademarks are 0 C1 13 to
A,i&TN
2023 Eaton. All Rights property of their respective
Po,,wiag Hccpyw, wn 4tdwds
Reserved. owners. Eaton. com/socialmed ia
Listed
486B
Pressure Cable Connectors
File No. E-6238
Suitable for use on the line
BW side of the service equipment.
INSULATION -PIERCING TAP CONNECTORS
Installation Instructions:
Improperly installed electrical wiring can be dangerous
and cause electrical fires. The connector chosen must
be sized to the wires being used. Consult local building
code before doing any electrical work. For assistance,
refer to an instructional book or consult a qualified
electrician.
Contact With electricity can cause serious injury or death.
Use on insulated cable only. [131-11-1, RHW(-2), THHN,
THHW, THOU, 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
bolls, alternately tighten until the hexagonal 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.
11 ffilw1m,
WIS
NMI
N
Los cables ortIctocos mat instalades pueden set peligrosos
y provocar incendios. Ef conector escogirdo debe ser de on
tarnabo adecuado para los cables que se utilicen. Consulte
Jos c6digos de construction locales antes de efectuar trabajos
electhcos. Si necesita ayuda, consulte on libm de instrucclones
o consults con on electricista capacitado.
Use solo an cable aislado. [RHH, RHW(-2), THHN, THHW, THW,
THWN, USE, XHHW(-2). Censure cop is fdbrica para optener
informaictin score otros tipos de aislamientol. Si se va a hacer
la instalaci6n sabre un cable con coriente el conductor derivado
dethe ester fibre de carga y no dabs estar aterado. Use guantes
con a'slarniento ebictrico. Quite le la corriente ai cable del cual se
hace la derivation si nose pueden cumplir estas condiciones. El
contacto con electrichad suede producir asiones graves o mortales.
1. Determine la direccibn en la qua el conductor derivado saldrd y
desedhe-la tape terminal sobrante. Vea [a ifustraci6n 1.
2, Coloque el lado principal (o de alimentacil5n) del corrector
alrededor del coal se hace [a derivaci6n y apriete firmemente
el dedo del perno. Vea la ifustracidn 2. Si hace falta, aftole
el perno ligeramente para permitir que el conector se abra
figure 2 completamente. NO ES RECOMENDABLE DESARMAR EL
CONECTOR. El espaciador "Turbo" de plastico mantiene al
conector abierto, to cual facilita [a instalacon y asegura quo bs
conexiones se pagan correctamente.
3. Corte at extreme del cable de derivaci6n perpendicularmente a su
pie. NO PELF EL AISLAMIENTO DEL CABLE.
4. Insede at cable de derivaci6n en el lado de derivacitin del
conector pasta que tope contra [a tape terminal que queda. Vera la
ifustracidn 3.
5, Continu6 apretando este perno que regula la torsion con una
Ilave estAndar o de cubo pasta que la pieza qua regula la torsion
se party y se separe. Si at conector Ilene dos (2) berries de
ensamblaje, aprietelos alternativamente pasta qua el dispostivo
de regulacibn de torpid se parta. Vea to flustraci6n 4a y 4b.
Observe que of espaciador "turbo" de plastico an el costado
figure 3 tambi6n se fracturara. Para hacer esta instalaci6n a6m mas fAcil y
para aliviar la torsion be Joe cables, se puede user una segunda
have score la pieza hexagonal at fondo, del conector.
NO USE alicates de presibri, Haves de turbo, Haves
comunes o ajustables ya que 6stas pueden datlar el
dispositivo hexagonal que regula la torsion. No se requiere una
I lave de torsion.
ASEG6RESE QUIE SE USE, PARA EL ENSAMBILADO,
SOLO EL DISPOSITIVO SUPERIOR DE REGULACION DE
TORSION DE LA CABEZA DEL PERNO, LA SEGUNDA
Beforer PIEZA HEXAGONAL (LA MAS CERCANA AL CUERPO
Torque Torilue Readied, DEL CONECTOR) SE USA SOLO PARA DESARMIAR EL
Applied One Hex Piece CONECTOR.
Breaks -Away Nota: El perno regulador de torsion garantiza la aplicaci6n de la
Lfigure L---i Lfigure L----J torsion correcta a los conductores sin usar una !lave de torsion.
La informaci6n importante de longitud de cable potable y de toma,
[as clasificaciones de materiales y temperatura est6 marcada en el
conector.
B-TAP@
INSULATION PIERCING TAP CONNECTORS
TORQUE AND
RRENT RATI
(Solid and/or
Stranded)
NOMINAL TAP
CURRENT RATIING
CATALOG#
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
410-2
4/0-2
160 K LBS,
260
BTC250-6
250-4
4/0-6
160 K LBS.
260
BTC250-4
250-1
3/0-4
160 K LBS.
225
BTC250-2
250-1/0
4/0-2
160 IN. LBS.
260
BTC350-1/0
350-1/0
350-1/0
330 IN. LBS.
350
BTC500-4
500-2/0
4/0-4
330 K LBS.
260
BTC500-1/0
500-4/0
350-1/0
330 IN. LBS.
350
BTC500-14
750-3/0
10-14—
80 IN. LBS.
40
BTC750-250
750-250
500-250
3301N. LB&
430
+10-14 Cu SOLID/STRANDED,
10-12 Al SOLID/STRANDED
++2-10 Cu SOLID/STRANDED;
2-10 At STRANDED
++-2-10 Cu SOLID/STRANDED; 2-8 Al STRANDED
-+-,+10-14 Cu SOLID/STRANDED: 10-12 Al STRANDED
Full line is 600V dual
-rated, 194'F(90'0)
* 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
ZhWARNING: Cancer and Reproductive Harm - www.P651fiJarninQs.ca.gov,
AADVERTENCIA: Cancer y Done Reproductive - www.P65Wamings.ca.00v.
One year limited warranty. See idealindcom for more information.
Garantia limitada de up are. Visite www.idealind,com para obtaner detalles us la garanfia.
C- A\ S T 0 11 T P q P UZ S
1800 S. Prairie Drive
Sycamore, IL, U.&A
800-435-0705 - www.irlealind.covii
im
me 1375 Park Avenue -Sycamora, Illinois 60178 ® 815,895,5181 - www.idealind.com
ALL IDEAL Customers 2/9/23
Subject: The Buchanan B-TAPO splice/tap connectors meet the 2020 NEC
article 230.46 requirement for "line side applications"
'MF'81M- MW f—di 1 0- 1 ^F it ISUOUU11
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 the
requirements of the 2020 and 2023 NEC article 230.46 "Spliced and Tapped
Conductors".
Sushil Keswani
Director of Engineering
IDEAL Industries, Inc.,
ZVVI5238 - Wire Connectors and Soldering Lugs
Note: We are enhancing our systems and you may notice duplicate entrieslmissingloutdated data. During this interim period, please contact our
Customer Service at ht s.-Ilwwwul.comlabout1locations
it 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): BVSJ, EVLsz BVS5
Insulated flange spade type crimp cconnectors, Model(s): SV5-3.7 SVL5-4 SVL5-6
insulated flange spade type crimp connectors, Model(s): _FSNYDl -37 _FSNYD1 -4 FSNYQ1 -5 _FSNYD2-3.7 FSNYD2-4 FSNYD2-5
FSNYD5-3,7 FSNYD5-4 FSNYD5-5
Insulated hook type crimp connectors, Model(s): HNYQ1 -3,7 HNYD1 -4 HNYQ1 -5 HNYD2-3.7 HNYD2-4, _HNYD2-5 _HNYD5-37
ENYD5-4, _HNYD5-5 HVY1 -3.7 _HVY1 -4 _HVY1 -5 HVY2-4 HVY2-5 HVY5-3.7 HVY5-4 HVY5-5
Insulated locking spade crimp connectors, Model(s): LSNYD1 -3.7 LSNYD2-3.7 LSNYD5-3.7 LSNYD5-4 LSNYD5-5 LSNYDLI -4
LSNYDL1-5 LSNYDL2-4 LSNYDL2-5
Insulated multiple stud ring type crimp connectors, Model(s): _MSRNYDl -3753 _MSRNYD2-3753 MSRNYD5-3753
Insulated parallel connectors, Model(s): PVT1, _PVT14 Rya aVT22, Eya PVT8
Insulated pin type connectors, Model(s): PTNYD1 -12 PTNYD2-12, PTNYD5-13
Insulated ring type crimp connectors, Model(s): RNY814-11 RNYB22-11 _RNYD1-10 RNYD1-3.2 RNYD1-5 RNYD1-6 RNYD1-8
RNYD2-10 RNYD2-2 RNYD2-3,2 _RNYD2-6 _RNYD2-8 RNYD5-10 RNYD5-12 RNYD5-3.2 RNYD5-3,7 RNYD5-5 RNYD5-6 _RNYD5-8
RNYDL1-3,7 RNYDL1-4 RNYDL2-3.7 RNYDL2-41 RNYDL5-3,7 RNYDL5-4 RNYDM2-3.7 RNYDS1-3.7 RNYDS1-4 RNYDS2-4 RNYDS2-
5RNYDS5-4 RV1-3,2 RV1-5 RV1-6 _RV232 RV5-10 RV5-3.7 RV5-5 RV5-6 RV5-8 RVLI-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 -3.71 SNYDL1 -4 SNYDL2-3.7 SNYDL2-
4 _SNYDL2-5 S_NYDL5-4 _SNYDLL1-3 7 SNYDLL2-3,7 SNYDM1-4 SNYDM2-4 SNYDS1-5 _SNYDS2-5 SVL1-3.7 SVL1-5 SVL2-3.7 SVL2
5 SVM1 -4 SVM2-4 SVY1-3,2 SVY2-3,2 SVYS-3.7 SVY5-5, SVYL1 -3.7 SVYL1 -4 SVYL2-3.7 —SVYL2-4 SVYL2-5 S_VYL5-4 —SVYLL1 -37
SVYLL2-3.7 —SVYM1-4 SVYM2-4 —SVYS1-5 —SVYS2-5 SVYS5-4 �
Insulated splice connectors, Model(s): _PB1 - _PB2- PB5-
(IJ
III lip 11111-11 111111 ;1111 17; 1 � III
Listed pressure cable connectors, Model(s): BHT1, BHT2, BHT5, BIN 1, BN2, BN5, _BNT1 - 16 _BNT1 4 BNT2-16 _BNT22 BNT5-20 aNm
BNYQF1 BNYDF2 BNYDF5 BNYT1 BNYT2 _BNYT5 _BV1 BV3 _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 f la nge spade crimp connectors, Model(s):_FSN1-37 _FSN1-4 FSN1-5 FSN2-3.7 _FSN2-4 _FSN2-5 _FSN5-37 _FSN5-4
FSN5-5 _FSNB1-37 _FSNB1-4 FSNBI-5, FSNB2-3.7 FSNB2-4 FSNB2-5 FSNB5-3.7 _FSNB5-4 FSNB5-5 FSNL1-3.71 FSNL2-5
Non -insulated hookcrimp connectors, Model(s): HN1-4 HN1-5, HN2-3.7 HN2-4 HN2-S HN5-3.7 HN5-4 HNS-S
Non -insulated locking type crimp connectors, Model(s): LSN1-3.7 LSN2-3,7 _LSN5-37 _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 PLATS
Non -insulated pin type crimp connectors, Model(s): PTN1 -12 PTN2-12 PTN5-13
Non -insulated ring type crimp connector, Model(s): RNBl-10 RNB1-3.2 _RNB14-11 _RNB14-12 RNB14-16 _RNB1-6 RNB1-8 RNB2-
10 RNB2-2 RN82-6 RNB5-12 RNB8-12 RNBL1-4
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 _SN2-32 SN5-3,7 SN5-5 SNB1-3.2 SNB5-3,7 SNB5-5 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 SNM1-4 SNM2-4,SNS1-5 SNS2-5 SNS5-4
Pressure cable connectors, Model(s):KB- 1000 KB-2/0 _KB350 Kg_L4/0 KB-500 KB-800 _KS-1000 K�2 0 KS- 350 KS -
KS - 500 KS - 800
Pressure terminal connectors, Model(s): FSVY1 -3.7 _FSVY1 -4 _FSVY1 -5 _FSVY2-37 FSVY2-4 FSVY2-5 FSVY5-3.7 FSVY5-4 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 LSVY5-3.7
LSVY5-4 LSVY5-5 LSVY5-6, LSVYL1 -4 LSVYL1 -5 LSVYL2-4 LSVYL2-5, MSRNB2-3753 _MSRVYl -3753 MSRVY2-3753 MSRVY5-3753
PTVYl-12 PTVY2-12 PTVY5-13 RVYl-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 _RVY5-37 _RVY5-5 RVY5-6 _RVY5-8 RVYL1-3.7 _RVYL1-4 R L2-3.7 RVYL2-4 RVYL2-5 _RVYL5-3,7 RVYL5-4 _RVYM2-37
RVYS1-3,7 RVYS1-4 RVYS2-3,7 RVYS2-4 RVYS2-5 RVYS5-4 _SNBM2-4 SNYD2-3.2 TLK16-6 TLK25-10
_8 —RNYBM8-5 RNYBS14-6
Slicing wire connectors, Model(s): OK-2 (Pkg. cat No. 8 ) OK-3 (Pkg. cat No. 85), �21K-4 (Pkg. cat No. 86), 2K-5 (Pkg. cat No. 8 ) OK-
6W (Ekg__.cat No 88), OK-8 (Ekg_.cat No 90),2K 8W (NA)
Splicing wire connectors, Model(s): 1_2 1_3 14 14-6, 13 199,199S, 20_0 20_02 2006-5_2008-5 2011 -S 22 10 22_12 23 29_9 222S 3_0
300, 32 33 3-4 34-0 36 37 38 39 M 40-0 400AL 43 5-0 615-069 66 70 80-0 Aa:lzO _AS-2 AS-2/0AS-350 AS-4 AS-4/0 AS-500 �
AS-6,B1, _B2 _B4 BT-2, BTC 1/0-10 BTC _Y_Q14 BTC2/0-14 BTC250-4 BTC350-1/0 fij9AZ0_-10 BTC 4/0-2 B�0-6. BTC 500-110 nq
500-14 BTC 500-4 BTC1/0-10 EIC2&_-14 BTC250-4 BTC350-1/0, BTC4/0-10 BTC410-2 BTC4/0-6 BjQQQ:j&, BTC500-14 —BTC500-4
BV1, _BV1 _BV2 BV2 BV5, BV5, C-3 C-4, C5 KIZO— K1000 _K2 &ZZ-0 1K250 _K3 K3/0 _K350 _K4 K500, _K6 K750, _K8 KS10, _R1 LZg _S2
2LO— S250 _S3 S3/0 QM _S4 S500 S6 TRQ1 TRQ2 Al W2 W4 WT1 WT2 _WT3 WI4, WT6 WTW51 WTW52 WTW53 WTW54
Insulating caps or covers, for use on manufacturees splice caps, for 2011 -S connector, Model(s): 2014 Splicing Wire Connectors, Modef(s): BNT1, BNT2
Splicinig wire connectors, Model(s):H-1566 _H-1567 H-1570 H-1571 H-1572 H-1591 H-1592 H-1594
Terminal connectors, Model(s): 1_0 1_1 22 25_0 30_0 34_1 34_2 410 with insulating cap No. 411 with insulating cap _No417 412
with insulating cap _No417 451, 452, 45_4 4_8 49 49 Black 51::5 _59B 6M _71B# 7_2B# 73B#, _73B+ _74B _76B 76B+, 78B+, 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 j8tTj _WT2 WT3, _WT4 WT41 WT51 WT52 WT53, WT54 WT6
Terminal Connectors, Model(s): RNB22-11
Wire Connectors, Model(s): 6_5 653
Wire Connectors and Soldering Lugs, Model(s): L22, L23, _L25 PS1 0, PS1 2, _PS2 _PS3 _PS4 _PS4S _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 `13P". 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 13,
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: "(D2023 UL LLC."
I
;�]1n�DU���N����1T�����T��U�rU
���L���Lj��|��LJ ����[/�\�> ����� ���_}| |�—|
introducing Ecor'asten's patent pending Rockh. Srnart Slide, our sirnple solution for
quickly installing the popular Rock|t rail -less racking system to composition shingle
roofs, ` ~
Features & Benefits
° Eliminates the need to Pry up shingle
courses and install a rneta|flashing
° Multiple opportunities tofind the rafter
° Noneed for additiuna!numteria\when
architectural shingles are not level
~ Longer 6.75^slide avoids overlaps in
sh|ng|ecouraes
~ Integrated flashing utilizes
U|tnsGripTechno|og,v" to create
O
a watertight seal
Pre -installed sealing pads are compatible with, all composition,
shingle roofs, The compression achieved when Fastened Uothe
roof creates e suparstrong watertight seal. In rnos1cases, the
slide can bemounted tothe deck without the need for sealant,
Alayer offlexible foam provides cushioning, which allows the
waterproofing sealant toernbeddeep into the granules ofthe
shingle as well astoOexib|y conform over the steps found on
UDE
^
RION SLIDE BLK 6.75"'
Rl SMART SCREW #12X3"" W/BW
[fLR' NUMBER DESCRIPTION
5
20�1102 RI SMART SCREW # I 2X3'W/BW
I
ITEM NO. DESCRIPTION I
I SELF TAPPING SCREW # 12 WITH SEALING WASHER ASSEMBLY
Im
1 2,87
7- [72,8]
- 31
[7.8]
1,
J- 3.00
[7&2]
MATERIAL STAINLESS STEEL, EPDM RUBBER
FINISH MSU_, SLACK
EcoFasten
An ESDEC Company
usxa,a�oaue, wvanou�n'oe�z|p�a�Aao�o
EcoPasten
4141 West Van Buren St,
Phoenix, AZ8S8O9
Attn.:EcoFastenSolar Engineering Department
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 RocWtFlush Mount
System. The contents of the letter shall be reviewed in its entirety before application to any projectdesign.
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 ofatypical Rock|tsystem and its core components are shown inExhibit EC[} 1.0�
The Rockit Comp Slide assembly is shown in drawing EX-1 and the Rocklt Smart Slide assembly is shown in
dram/ing85DO76. 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.
a Minimum Design Loads for Buildings and Other Structures, ASCE/SE|7'16
~ ZO18International Building Code, bythe International Code Council, Inc.
« 2O2OFlorida Building Code
° SEAOC (Structural Engineer Association of California) report PV2-2017 Wind Design for Solar Arrays
w Aluminum Design Manual ZD15,byThe Aluminum Association, Inc.
a NDS-2018, National Design Specification for Wood Construction, by the American Wood Council
The span tables provided inthis letter are certified based on the structural performance of EcoFastenRockit
System inconjunction with Rock|tComp Slide orSmart Slide only, with nuconsideration ufthe 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.
xx�o�
Sincerely,
No. 94247
P'. STATE OF
Matthew Kuzi|a' PE NQ11
06/09/2023
[HIS I rEM HAS 'BEEN ELIECTROMCALLY SIGNED, AND
SEALB]8Y�ATTHB06. NU�U\ PEOmO+E D�TE
aeLOVVTHESEAL .
[DN8DEREDS|GmB}AND SEABDAmDTHE
S|GNATURE�,AUST"BE VERIFIED ONANY ELECT RDN|[
CO3P\El
*EcoFosten
An ESDEC Company
us*eei_n-s|4mzW van�3 �i, e, i'Si ,s�z��,oe, �x, A/ 85009
usamnC �-,|e/aor auvwa,s-e IzooA � ama,cAoozm
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 inAS[E7-1Gfor
enclosed and partially enclosed gable roofs with slopes less than or equal to 7' & enclosed and partially
enclosed gable orhip roofs with slopes mf0°1o6Q° The tabulated spans are applicable when the following
conditions are met:
1. Span isthe distance between two adjacent roof attachment points (measured atthe center ofthe
attachment fasteners).
2. The underlying roof slope, measured between the roof surface and horizontal plane, is 01 to 601,
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 5",
5. Module length and area shall not exceed the maximum values listed on the respective span
6� 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
Rnck1tSmart Slide, are confirmed tobemet.
1. The Flush Mount System is designed as a Risk Category 11 structure as defined by ASCE 7-16 Table
2.Wind speed shall conform toA5[E7'16Fig, 26.5-1B (for Risk Category ||) and applicable state &
local county/city amendmentstothe|B[0ospeda|vvindtopographicfeaturesaneindudedand
both topographic coefficient (Kzt) and wind ground elevation factor (Ke) are taken as 1 O
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 amendments to the IBC. If the local jurisdiction specified
snow load is in the format of a flat roof snow, it shall first be converted to a garound snow followin
snow conditions are considered includin, unbalanced, driftin_y slid I ng-retentian,, oaltondn"mozL
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, or unheated.
ecofastenso�ar.cum| |un�s��wr p���e�m�:�m| |mn�o�s�r
EcoFasten
An ESDEC Company
usxeamcuara-s wvan�,ms�-zmm�y
us��|�a��Avc,Ste, ',00��em���za
4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes
(a)For ground snow nugreater than 42pstSs!�2.Dgfor Site Class /\E\C, &D�
(b) For ground snow greater than 65pstSs:51.Ogfor Site Class A,B'C, &D.
(c) For ground snow between 42 and 6Spsf: Ss �5 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,
6.The maximum module cantilever length, measured from the module end tm1henea/es
attachment point, shall be1/3rdofthe allowable span. For the Rockltmounting system, acantilever
is defined as the distance from the end of a module free edge to a Rocklt Mount roof attachment. A
module edge isnot free ifthere isaRucWtCoupling connection toanadjacent module onthat edge,
7. A 1.0" Tolerance for any specified dimension in this report is allowed for installation.
Per ASCE7-1O:
a=1O96ofleast horizontal dimension nfO,4h whichever issmaller, but not less than either
4%ofleast horizontal dimension or3ft0.9m0. Ifanoverhang exists, the edge distance shall
bemeasured from the outside edge ofthe 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
8=Angle ufplane ofroof from horizontal, |ndegrees.
-9=
ELIEVATTON
PLAN
Figure 1: ASCE 7 Roof Zones for Gable Roofs e !� 7'
us���r f c,, W V an3urc- 5:2 m8-�)C)09
Figure 2: ASCE 7 Roof Zones for Gable Roofs 8'!�- 0!� 60 '
Grouping of ASCE 7-16 Roof Zones (Gable)
Slope
Group
Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1
Group 2
Group 3
Grouping of ASCE 7-16 Roof Zones (Hip)
Slope
Group
Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group I
Group 2
Group 3
ecofautensolaoom| }on�a�a�r am��e�o�,�om| |8�8suy�r
d
Al
EcoFasten
An ESDEC Company
�s rs-;ra.,., f,.� �� u . d
Spans for Array Edge
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, or hip) 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 by the site wind and ground snow load.
eco' stensolar,mm info aco �sr .:jia, c, ;r�, 1877,859,37
r �*EcoFasten
d�
An ESDEC Company
# Slide Span
Tables