HomeMy WebLinkAbout23-6053owt Wl
ELCMISC-006053-2023
Issue Date: 04/28/2023
!1F ►I! I I I I i I I I! Fill! 1111111TIM I F I i!1!111!1111 il I. I I I I I 1 11111 1111 1111 1 1 : 11 a ! # , #
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accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
GONTRAGTt7R SIGNATURE
813-780-0020 City of Zephyrhilis Permit Application F< -813- 80-00z1
€ ilding Department
p
Dace Received
C at r
IL
Owner's Name r Cater Phone Number IL
Owner's Act s � t �� 3 rs r Phone Number
Simple Titleholder I
Fee Name Owner Phone
Number
Fee Simple Titleholder Add
—
JOB ADDRESS � �
LOT
SUBDIVISION ���C� r e tE! �� (4� PARCEL ID#L ..
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED °1 NEW CONSTR ADDIALT SIGN
H
DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
SCI I `LION F f� � gxE
�
=
BUILDING SIZE _ SQ FOOTAGE HEIGHT
_
=StJ L ING VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL AMP SERVICE ?0 C) P GRES F ERGY ,R. .C.
=PLUMS€N
.-_ MECHANICAL � VALUATION OF MECHANICAL INSTALL `UON
SAS
ROOFING SPECIALTY = GATHER
FINISHED FLOOR ELEVATIONS �
� FLOOD
ZONE AREA
aYEeS NO
m
SLlML
SI NATU
Lq ` `
COMPANY
REGISTERED
Y / N FEE C:URREN Y / N
Address
License #
SI ATURE
REGISTERED
ry
nw.. ...a._-,—.—.......�.....,w,€
� Y / N rE� c� �R N Y f N
Address
License
PLUMBER
SIGNATURE
SIG ATU
_.. ..»...
,�,..,..
COMPANY
C
REGISTERED
.� mom,..
Y 1 N �E-F CarRR71, C:Y/ N 3
Address�
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Liven
MECHANICAL
SIGNATURE U
COMPANY
REGSTsR
Y 1 P� � WE 6URREN
Ar LIn Select Language
._.
OTHER COMPANY irate&
SIGNATURE REGISTERED Y l N FEE euRREN Y 1 N
Address J Ueen
RESIDENTIAL Attach () Plot Plan% (2) sets of Building Plans; (I) set of Energy Forms; R-O-W Penrit for new on tru tion,
a, ,a,. ., „va ., ,aE4 uen,a <....a. ,r xa x ,N"a�,-w � ".✓ .»wn.., ., v
no i,tSt,tad INN11111ti€ g vi'irairtgc's y
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES Thar! irndersgned understands
at t =a spoitatr n Impact Fees s aararf rde3c.carrrsr, f'tc,t overy Feet, nray apply to the Construction of new bisil,lsngn chwirie of use in irxmlm � t, i id rf < <r
ex
t ans:i* a .f e"tislsrytt l us9 t= tt 5, , Sre cified in Pasco County ardin anc`e rnira bei f 9-07 anti 9 -07 aasx ;err:etas ief it e, ivide grlvid < i ., u ,lint t,'i d,, .€Eiaf
s cn fees, v-, MAy be due, will be Identified at tiptoe ti€Ile of prainritting it is furtho, undorst,00c@ that rraap partation Imp"' t i eris >ar d fie scmr e lov'lovnty
Feos misfit oe paid prior to receiving as certificate of occupancy" or filial pormer realea e If the p rol€ic.t does not involV0, a car#,# K Ve (,if r,, sup4r y 01 tr,:ai
Power release, nlis Ives Must be paid prior to rre'unit is ibeBnse Fuirthet YtUre` if Priqcil Counts, yr ailed ae=fmr IrnieiaC t fees of e due they rn t ht, i.. r d pl,or
to pertra,i ssti ante in accordance with Applicable Pasco County ordinances
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended) if valuation of work is $2, 500 tuft or more l cef ry thro I iN, vf;E,kC ant
have been provided path a copy of the FIrrrida Construction t ian Law —Homeowner's PrciieCttri,r (31aide' prt pared by the Flo d a Den a, Arria.r,t of
Agnculture and Consumer Affairs If the applicant is sornowne other than the Oviner", I certify that l have obtarried ra copy of the, abo m de r, nber.€
dcicument anti promise in good faith to deliver it to the coaaraer= prior to commencement
ment
CONTRAcTOR'SIO N R'S AFFIDAVIT l certify that all the, information in this application is accurate aria that all work will be done :n cor pl aanc ,viih
all apiilroratse laws regulating construction, zoning and Wit development Application is hereby made to oboun a pe nnit to do work and installation ta'
niticoted. E cortify that no work or sruldoiliahon has commented 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 lasso development regulations in the turoolicrion i also certify that €
under Land that the regulations of other government agencies may apply to the intended work, and tint it is rpay responsibility to identify sthat acfion: l
must tribe to to in cornptianca� Such agencies include but are not limited to
Department of Environmental protection -Cypress Bayheads, strietl nd areas and Environmentally endive
Viands, WaterNVasterivater Treatment,
- Southwest Florida Meter Management District -Wells, Cypress B yheods, Wetland nd Areas. Altering
Watercourses
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways
- Department rtt ent Health & Rehabilitative ervices/ nv ronmental Health Unit -Mails, Wastewater `re tment,
Septic Tanks,
- US Environmental Protection Agency -Asbestos abatement
- Federal Aviation Authority -Runways,
i understand that the fallowing restrictions apply to the use of fill
w Use of fill is not allowed in Flood Zone „ ,. unless expressly permitted.
If the fill material is to be used in Flood Zone "A', it is understood that o drainage plan oddr ssan`
"compensatingvolume" will be submitted at time of perrnittinr which is prepared by a professional englneer
licensed by the State of Floride.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stele wall
construction, l cerg4i that fill will be used only to fill the area within the stem wail.
- If fill material is to be used in any area, I certify that use of such fill vdi; 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 (f )
acre which are elevated by fill, an engineered drainage plan is required,
if t am the AGENT FOR THE OWNER, a promise in good faith to inform the civae r of the permitting conditions set forth in this affidavit prior to
commencing construction # understand that a separate perind may be rewired for electrical work, proposing, signs, wer€s, 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 aorta and not
authority to violate, cancel, alter, or set aside any pouris3ons of the technical codes, nor shall issuance of a permit prevent the Building i tficlai from
thereafter requiring a correction of errors it plans, construction or violations of any codes Every permit issued shall become invarid unless the work
m0orized by such permit is rrommanned within, six months of peen d 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, fri as the Building Official for to period not to
exceed ninety $ gi clays and will de€rionstrate justifiable cause for the extension lit work ceases for ninety {go) consecutive says the job is considered
abandoned
WARNING TO OWNER; YOUR FAILURE RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
LAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY,, IF YOU INTEND TO I FINANCING, CONSULT
FLORIDA JURAT IF 5 t t'7 oa f
OWNER OR AGEN A
Subscribed and fvorn �(otaffirmft�)�,re eT�L
e perstirta€iy kraoTvn to me csrirs hav'e ptoduned
as identif€cation
v`
a,r
Notary Public
Commission No
& 4
me of Notar toped, or stamped
ke RIAH FERPER
' rl xtary Pubiic'state Of Flours
t:,o issior t# 2294 2
s sty co miss,,sn E`xpire,,
�� Febouary 15, 026
zit
CONTRACTOR
S 5b�...cf y
L hip s°aart� fkcatsh ndwia to � or hasfnue prcactoett
Wolary foul;";. ,5€air A Foirkle
lurcibeth i gall
I loy coarris,lssron no 354s1
VSE Project Number: U5155.0774.231
KIN Rome
ATTENTION: Brady Gurr
139 N Hunters Grove Lane, Suite 4202
Lehi, UT 84043
REFERENCE: Charissa Garcia residence. 35885 Saddle Palm "Way, Zephyrhills, FL 33541
N Home Project: 4549
Solar Array Installation
To Whom It May Concern:
We have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the
adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel
layout plan.
Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation.
Design Parameters
Code: 2020 Florida Building Code - Residential, 7th Edition (2018 IRC)
Risk Category: 11
Design wind speed, Vult: 137 mph (3-see gust)
Wind exposure category: C
Existing Roof Structure
Roofing material: composite shingles
Roof slope: 20'
Connection to Roof
Mounting connection: (1) 5116" lag screw w1 min. 2.5" threaded embedment into framing
Maximum mounting spacing along rails:
Zone 1 (Beyond Y from roof edge): 48" o.c.
Zone 2r (Within Y of roof ridge): 24" o.c
Zone 2e, 3 (Within Y of roof edge perpendicular to slope or within Y of roof corner): 24" o.c.
Instal (2) rails per row of panels, evenly spaced; panel length perpendicular. to the rails shall not exceed 71.7 in
Rail cantilever shall not exceed the lesser of 50% of the connection spacing or maximum cantilever allowed by
manufacturer
At flat hip framing, if occurs, reduce connection spacing listed above by 50% or see attached detail for blocking option.
Connections shall be staggered so as not to overload any existing structural member
651 W. Galena Park Blvd., Ste, 101 F, Draper, UT 84020 f T (801) 990-1775 / F (801) 990-1776 / www,vect r se_.corn,
ti
NIECTOR
VSE Project Number: U5155,0774.231
Charissa Garcia Residence
4/19/2023
Conclusions
Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation.
In the area of the solar array, other live loads will not be present or will be greatly reduced (2020 FBC - Residential, Section
R324.4.1.1). The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either
decreased or increased by no more than 5%. Therefore, the requirements of Section 807.5 of the 2020 FBC - Existing
Building are met and the structure is permitted to remain unaltered.
The solar array will be flush -mounted (no more than 10" above the roof surface) and parallel to the roof surface. Thus, we
conclude that any additional wind loadingt, on the structure related to the addition of the proposed solar array is negligible.
The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift),
the governing load case. Increases in lateral forces less than 10% are considered acceptable. Thus the existing lateral force
resisting system is permitted to remain unaltered.
Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed
must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor must notify
Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the
structure and the condition described in this letter be found. The use of solar panel support span tables provided by others is
allowed only where the building type, site conditions, site -specific design parameters, and solar panel configuration match
the description of the span tables. The design of the solar panels, solar racking (mounts, rails, etc.) and electrical engineering
is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural
Engineering assumes no responsibility for improper installation of the solar array. Vector Structural Engineering shall be
notified of any changes from the approved layout prior to installation.
VECTOR STRUCTURAL ENGINEERING, LLC
N ,
N 71060
06
STME OF
0 R I
"OWN
04/19/2023
Russell Emery, P.E.
FL License: 71060 - Expires: 02/28/2025
Project Engineer
Enclosures
RNE/ryl
651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 1/ F (801) 990-1776 / www.vectorse.corn
FASTENER PER
STRUCTURAL LETTER -\
NEW PV MOUNTING
SYSTEM BY OTHERS —
EXISTING HIP
TRUSS, TYP.
--
Y
S0047
Copyright O 2021
Vector Structural Engineering, LLC
This drawing contains proprietary information belonging to
Vector Structural Engineering, LLC, and maybe neither
wholly nor partially copied or reproduced without the prior
written permission of Vector Structural Engineering, LLC_
SUBJECT CONNECTION @ MANUFACTURED HIP TRUSS
EXISTING ROOF
SHEATHING—�
EXISTING=LAT
Vy 2x FRAMING
s-EXISTING ROOF
HEA117
\� NEW FLAT 2x EXISTING FLAT
w f A71-ACHMENT 2x FRAMING
PER ABOVE
SECTIO
0
VA
NOTES;
. GRADE OF NEW DIMENSIONAL LUMBER SHILL BE SPF OR BETTER
2. THIS DETAIL IS PROVIDED AS AN OPTION IF FLAT TRUSS- FRAMING
OCCURS AS PART 0T HE HIP PACKAGE. IF FLAT FRAMING DOES NOT
OCCUR, OF .THE PANELS DO NOT OCCUR OVER THE FLAT FRAMING,
THIS DETAIL IS NOT APPLICALBE ,AND NOT REQUIRED, ALTERNATIVE 10
THIS DETAIL, SPACING MAY BE REDUCED BY 50% EQR CONNECTION TO
`LAT TRUSS FRAMING.
NEW FLAT 2x4, ATTACH TO EXISTING
FLAT FRAMING w/ i4i #14 x 2---112"
LONG WOOD SCREWS AS SHOWN
Label: Note: Calculations per ASCE 7-16
Basic Wind Speed [mph]: 137 Notes:
Exposure Category: C
Risk Category: 11vvv
Zone 1 GCp'
Zone 2e, 3 GCp:
Ca:
zg [ft]:
Kh:
Ke:
am
Figure 30.3-2E
(negative coeff.)
9.5 Table 26. 11 -1
900 Table 26. 11 -1
OM Table 26.10-1
1.00 Table 26.9-1
Zone 1
29A-8
............
Zone 2rya:
Zone 2e, 3 y,:
K,t:
1
Equation 26.8-1
Kd:
0.85
Table 26.6-1
Velocity Pressure, qh [psf]:
34,5
Equation 26.10-1
'Y E:
S ec t i o n 2 9.4 4
WIND PRESSURES:
Equation 29.4-7 p = q h (GCp)(Y EAYJ
Zone 1, p [psfl:
71,7
psf (1.0 W)
Zone 2r, p [psfl:
99.5
psf (1.0 W)
Zone 2e, 3, p [psf]:
107.8
psf (1.0 W)
PROJECT: Charissa Garcia Residence
Calculate
Pressure
'
Max Tr�,
/O�0
�
���XTd�� VV|�th
�
���d-O,RVV|�d\
` ''
Ar�e
(psf)
`
Calculate Connection Capacity
` wu"ew"e.^ pu
o
Nominal
ND�Tab|e12.2A
Prying Coefficient:
Total Capacity [lbs]:
Determine Result
Maximum Demand
Lag Screw Capacity [lbs):L 586
on
~~ Notes '
'1.'Max Tmib,Width' bthe width along the rails tributary tothe connection,
2. 'Max Trib Area' is the product of the 'Max, Trib Width'and 1/2 the panel width/height perpendicular to the
rails. (2) rails per row of �panels, Length
'ofpanels perpendicular tothe ` rails shaUnot exceed 72".
, 3. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag
screw, Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the
embedment length.
l
JOB ENO,-
U5155,0774, 31
ECTOR
SUBJECT: GRAVITY LOADS
$�
PROJECT: hariasa Garcia Residence
GRAVITY LOADS
Roof Pitch
.,',. :12
Design material
Increase due to
Material weight
ROOF DEAD LOAD (
weight [pa
pitch
1paf1
omposite Shingles
2A
1.06
2.0
1 /2" Plywood
1,1
1, 06
1.0
Framing
3.0
&0
Insulation
0.5
0.5
112"` Gypsum ,Clg.
2.1
1.06
2.0
M, E & Mic
6,5
6.5
Total Existing Roof Dt.
15.3
Fail Array CAL
3.2
1.06
3
ROOF LIVE LOAD (Lr)
Existing Design Roof Live Load [p # ASCE 7a16 Table 4.3-1
Roof Live Loyd With O V Array [p f ; `' t � 2020 FBC -Residential; Section R324.4.1.1
0
Existing _ With PV Array
D [psfl 15 � �19
Lr [psf] 20 0
[psf] 0 0
Maximum taravit loads:
Existing With PV Array
(D + Lr) J Cd [psf] 28 21 ASCE 7-16, Section 2.4.1
(C} + S) % Cd [psf] 17 21 ASCE 7-16, Section 2e4,1
(Cd = Load Duration Factor = 0.9 for D, 1.15 for S, and 1.25 for Lr)
Maximum Gravity Load [psf]: 28 21
Ratio Proposed Loading to Current Loading: Z O
*he gravity loads, and thus the stresses of the structural elements, in the area of the
�olar array are either decreased or increased by no more than 5%. Therefore, the
.. Building
}
A CIA, ARISA
' GARCIA RESIDENCE 35885 SADDLE PALM WY
ECTORPHOTOVOLTAIC ZEPHYRHILLS, FLORIDA 33541
45885 SADDLE
LIf f1 LE PALM
WY 651 N.GALEENAP BL 5TE. 101 F NE(BQ1) �90-7775 {+ {� ('� {}ryQ(��*
V YYYYYYLVit 4J6 tLf Y./bbb 6.. t f1L Y ti Y DRAPER, UTAH 84Q2i1 WiMM/. r/EET6RSE.COM LICENSE # FL Eli - 13VU(�VV
ZEPH`(RHILLS FLORIDA 33541 VSE Project Number: U5155.0774.231
STRUCTURALSTAMP
PHOTOVOLTAIC SYSTEM SPEC I FICATIONS:
Vector Structural Engineering has reviewed the existing structure with�'� , 4 NSi.
ggi� ({ f get�pg gpy�. {���qpkW AC loadingfrom the solar arrayand screw connections to the existing
SYSTEMI ® 1 4 a Ok DC I 8 2 , OOO framing. The design of the racking system, racking connections, and all �, 71
other structural is by others. Mechanical, architectural, and all other
MODULE I8 AMOUNT m 4 371 2 nonstructural aspects of the design are by others. Electrical is by others,
s"
unless stamped by Dean Levorsen.
MODULE DIMENSIONS- 7-0 3" "=21WEIGHT-4 .4L / 1®7 eOF
I ® () ® , ()-600N, (8)HM-120ON HOYMILESI I V T ( ®�' o I
NAL
INTERCONNECTION METHOD - LOAD BREAKER 110
Russell N. Emery
<< << 11. PLUMBING AND MECHANICAL VENTS THROUGH THE ROOF 9. FOR UNGROUNDED SYSTEMS, THE INVERTER IS EQUIPPED N0. 71060 04/19I2023
GENERAL SHALL NOT BE COVERED BY SOLAR MODULES- - NO WITH GROUND FAULT PROTECTION AND A GFI FUSE
BUILDING, PLUMBING OR MECHANICAL VENTS TO BE PORT FOR GROUND FAULT INDICATION. GOVERNING CODES
1. UTILITY SHALL BE NOTIFIED BEFORE ACTIVATION OF COVERED, CONSTRUCTED OR ROUTED AROUND SOLAR 10. PV MODULE FRAMES SHALL BE BONDED TO RACKING RAIL ALL MATERIALS, EQUIPMENT, INSTALLATION AND
PHOTOVOLTAIC SYSTEM. MODULES. OR BARE COPPER GEC/GEC PER THE MODULE WORK SHALL COMPLY WITH THE FOLLOWING
2. 110.2 APPROVAL: ALL ELECTRICAL EQUIPMENT SHALL 12. ALL FIELD -INSTALLED JUNCTION, PULL AND OUTLET MANUFACTURER'S LISTED INSTRUCTION SHEET. APPLICABLE CODES:
BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY BOXES LOCATED BEHIND MODULES SHALL BE 11, PV MODULE RACKING RAIL SHALL BE BONDED TO BARE 2020 FLORIDA BUILDING CODE, 7TH EDITION (FBC)
RECOGNIZED TESTING LABORATORY ACCREDITED BY ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF A COPPER GEC VIA WEER LUG, ILSCO GBL-4DBT LAY -IN BUILDING
NN
THE UNITED STATES OCCUPATIONAL SAFETY HEALTH MODULE SECURED BY REMOVABLE FASTENERS. LUG, OR EQUIVALENT LISTED LUG. RESIDENTIAL
5- ADMINISTRATION 12. THE PHOTOVOLTAIC INVERTER WILL BE LISTED AS UL 1741 o® ENERGY CONSERVATION
y45 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ELECTRICAL COMPLIANT. as PLUMBING
PRIOR TO INITIATING CONSTRUCTION, 13, RACKING AND BONDING SYSTEM TO BE UL2703 RATED. ** MECHANICAL
4. CONTRACTOR SHALL REVIEW ALL MANUFACTURER 1. WIRING MATERIALS SHALL COMPLY WITH MAXIMUM 14. ANY REQUIRED GROUNDING ELECTRODE CONDUCTOR a NATIONAL ELECTRICAL CODE 2017
INSTALLATION DOCUMENTS PRIOR TO INITIATING CONTINUOUS CURRENT OUTPUT AT 25°C AND WILL BE CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS
CONSTRUCTION. MAXIMUM VOLTAGE AT 600V; WIRE SHALL BE WET AS BUS BARS WITHIN LISTED EQUIPMENT. RATED AT 90°C.
5. ALL EQUIPMENT AND ASSOCIATED CONNECTIONS, ETC, 15, WHEN BACKFED BREAKER IS THE METHOD OF UTILITY
AND ALL ASSOCIATED WIRING AND 2. EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS ON INTERCONNECTION, THE BREAKERS SHALL NOT READ
INTERCONNECTIONS SHALL BE INSTALLED ONLY BY THE ROOF WILL BE USE 2 OR PV-TYPE WIRE. "LINE AND LOAD",
QUALIFIED PERSONNEL, 3. PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE 16. WHEN APPLYING THE 120% RULE, THE SOLAR BREAKER
6. THE CONTRACTOR OR OWNER MUST PROVIDE ROOF IDENTIFIED AND GROUPED. THE MEANS OF TO BE POSITIONED AT THE OPPOSITE END OF THE BUS
ACCESS (LADDER TO ROOF) FOR ALL THE REQUIRED IDENTIFICATION SHALL BE PERMITTED BY SEPARATE BAR FROM THE MAIN BREAKER
INSPECTIONS. LADDERS MUST BE OSHA APPROVED, COLOR -CODING, MARKING TAPE, TAGGING OR OTHER 17. THE WORKING CLEARANCE AROUND THE EXISTING SiIEET I e
MINIMUM TYPE I WITH A 250LB. RATING, IN GOOD APPROVED MEANS. ELECTRICAL EQUIPMENT AS WELL AS THE NEW PV-1 -COVER PAGE
VICI IT , AP CONDITION AND DESIGNED FOR ITS INTENDED USE. 4. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL ELECTRICAL EQUIPMENT WILL BE MAINTAINED. PV-2 PROPERTY PLAN
7. CONTRACTOR SHALL VERIFY THAT THE ROOF
BERAIN-TIGHT AND APPROVED FOR USE IN WET PV-3 -SITE PLAN
STRUCTURE WILL WITHSTAND THE ADDITIONAL LOADS.
LOCATIONS. S-1 - MOUNTING DETAIL
8. LAG SCREWS SHALL PENETRATE A MINIMUM 2" INTO
SOLID SAWN STRUCTURAL MEMBERS AND SHALL NOT. 5. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE S-2 -MOUNTING DIAGRAM
BONDED AND ELECTRICALLY CONTINUOUS. EE-1 -1-LINE DIAGRAM
EXCEED MANUFACTURER RECOMMENDATIONS FOR
6.
FASTENERS INTO ENGINEERED STRUCTURAL WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND EE-2 - ELECTRICAL CALCULATIONS
FAST MEMBERS. CONDUITS ARE NOT SPECIFIED, CONTRACTOR SHALL EE-3 - WARNING LABELS / PLACARD
9. AN ACCESS POINT SHALL BE PROVIDED THAT DOES SIZE THEM ACCORDING TO APPLICABLE CODES. EE-4 - EE PHOTOS
ACE THE GROUND LADDER OVER OPENINGS 7. REMOVAL OF A UTILITY -INTERACTIVE INVERTER OR EE-5 - MICROINVERTER CHART
NOT PLACE
GROUND
OR DOORS ARE LOCATED AT OTHER EQUIPMENT SHALL NOT DISCONNECT THE SP-1 + EQUIPMENT SPECIFICATIONS
SUCH
BUILDING CONNECTION BETWEEN THE GROUNDING
STRONG POINTS OF BUILDING CONSTRUCTION AND IN
ELECTRODE CONDUCTOR AND THE PV SOURCE
LOCATIONS WHERE THE ACCESS POINT DOES NOT
AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTOR. --
CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS 8. FOR GROUNDED SYSTEMS, THE PHOTOVOLTAIC
TREE LIMBS, WIRES, OR SIGNS. SOURCE AND OUTPUT CIRCUITS SHALL BE PROVIDED 3S KIN HOME
10. WHERE DC CONDUCTORS ARE RUN INSIDE BUILDING, WITH A GROUND -FAULT PROTECTION DEVICE OR
THEY SHALL BE CONTAINED IN A METALRACEWAY; SYSTEM THAT DETECTS A GROUND FAULT, INDICATES
THEY SHALL NOT BE INSTALLED WITHIN 10' OF THE THAT FAULT HAS OCCURED AND AUTOMATICALLY 139 N HUNTERS GROVE LN, LEHI, UT, 34043
ROOF DECKING OR SHEATHING EXCEPT WHERE DISCONNECTS ALL CONDUCTORS OR CAUSES THE
COVERED BY THE PV MODULES AND EQUIPMENT. INVERTER TO AUTOMATICALLY CEASE SUPPLYING COVER PAGE
POWER TO OUTPUT CIRCUITS. ,LBY-�HF
REV #1:
NOTE: VISIBLE, LOCKABLE, LABELED AC DISCONNECT DREV #2:
LOCATED WITHIN 10' OF UTILITY METER, REV #3:
)YECTOR
n e i n LE r= R S
651 W. GALENA PARK aL— srE, 101 --r (801) 990-7 775
DRAPER, LJrAH 3 020 WWW-E—RSE—M
VSE Project Number: U5155.0774.231
Vector Structural Engineering has reviewed the existing structure with
loading from the solar array and screw connections to the existing
framing. The design of the racking system, racking connections, and all
other structural is by others. Mechanical, architectural, and all other
nonstructural aspects of the design are by others. Electrical is by others,
unless stamped by Dean Levorsen.
W
LICENSE # FL EC - 13008065
STRUCTURAL STAMP
N
's� s
se
V
No. 71060
ATE
:cc=
OF
R
Russell N. Emery
No. 71060 04/19/2023
mm
PROPERTY LINE:
DRIVEWAY -
FENCE: J
APN: 05-26-21-0080-00500-0270
SCALE: 1/16" = V-0"
139 N HUNTERS GROVE LN, LEHI, LIT, 84043
JOB #: 4549
DATE: 3/31/2023 PV-2
DRAWN BY: HF
ROOF DETAIL
ROOF TYPE: COMP SHINGLE
ROOF SECTION 1:
AZIMUTH: 139'
PITCH: 20'
MODULE COUNT: 5
ROOF SECTION 2:
AZIMUTH: 229'
PITCH: 20'
MODULE COUNT: 35
CIRCUIT DETAIL
ENPHASE CIRCUITS
CIRCUIT# 1: 10 MODULES
CIRCUIT# 2: 10 MODULES
CIRCUIT # 3: 10 MODULES
ICIRCUIT# 4: 10 MODULES I
i MODULE ELECTRICAL SPECIFICATIONS
MODULE TYPE
VSUN370-120BMH
POWER MAX (PMAX)
370W
OPEN CIRCUIT VOLTAGE (VOC)
41AV
SHORT CIRCUIT CURRENT (,so)
11,26A
MAX POWER -POINT VOLTAGE (VMP)
345V
MAX POWER -POINT CURRENT N"'p)
10.72A
SERIES FUSE RATING
20A
DESIGN WIND SPEED
137 MPH
DESIGN SNOW LOAD
0 PSF
# OF STORIES
1
ROOF PITCH
20'
TOTAL ARRAY AREA (SQ. FT)
732.00
TOTAL ROOF AREA (SQ. FT)
2270
ARRAY SQ, FT I TOTAL ROOF SQ, FT
3225%
COMP SHIN,
Im
STRUCTURAL ATTACHMENT
ELEVATION DETAIL
KE
651 W. GALENA PARK BLVD. STE, /0/ PHONE (SO 7; 9947-1 775
DRAPER, UTAH 8 000 _`DRrG1RG'RD1
VSE Project Number: 135155.0774.231
Vector Structural Engineering has reviewed the existing structure with
loading from the solar array and screw connections to the existing
framing. The design of the racking system, racking connections, and all
other structural is by others. Mechanical, architectural, and all other
nonstructural aspects of the design are by others. Electrical is by others,
unless stamped by Dean Levorsen.
GARCIA, CHARISSA
35885 SADDLE PALM WY
LICENSE # FL EC - 13008065
STRUCTURAL STAMP
C�.
No. 71060
:cc=
0-
STATE
x
Russell N. Emery
No. 71060 04/19/2023
SYSTEM LEGEND
PV SYSTEM SIZE:
NEW 14.800kW DC I 12.000kW AC
EXISTING EXTERIOR MAIN SERVICE PANEL
POINT OF INTERCONNECTION, TIED TO UTILITY
METER 3631466.
NEW PV SYSTEM AC DISCONNECT(RSD). LOCATED
WITHIN 10' OF MSP.
NEW 125A PV SYSTEM COMBINER PANEL,
40 NEW VSUN 370-120BMH MODULES
2 NEW HOYMILE HM-30ON MICROINVERTERS,
3 NEW HOYMILE HM-60ON MICROINVERTERS,
8 NEW HOYMILE HM-120ON MICROINVERTERS,
NEW PV CONDUIT RUN, *SEE El. 0 CONDUIT SCHEDULE
EXTERIOR RUN = ATTIC RUN
0 NEW JUNCTION BOX, (EZ SOLAR JB-1.2)
36" FIRECODE PATHWAY LADDER ACCESS
LOCATION.
SCALE- 1/8" = V-0"
18,
077,1,114-M, M02=
139 N HUNTERS GROVE LN, LEHI, UT, 84043
JOB 4: 4549
DATE: 3/31/2023
DRAWN BY: HIF
M-flaw
2,31
COMP BASE ASSENSLY
2, i 17
t- ---320
FLASHILOC WMP ASSEMBLY
�EX HEAD
Typ
�MENIB�ERSI �r—JFJCX
MINtMUM WOOD GRADE = SPF #2
MINIMUM SPECIFIC GPAVrN = O42
ALLOWABLE FASTENER UPLIFT = 517.3 lbs
ALLOWABLE FASTENER LATERAL = 167 lbs
MINIMUM FASTENZR EKE DISTANCE;g o5l
MINIMUM FASTENER END DISTANCE - 2,2"
12
SECTION FLASHLOC COMP DETAIL
NOT TO SCALE
GARCIA, CHARISSA
35885 SADDLE PALM WY
ZEPHYRHILLS, FLORIDA 33541
LICENSE # FL EC - 13008065
STRUCTURALSTAMP
N
Nc�
No. 71060
Si
ONA
/11;111111110
Russell N. Emery
No. 71060 04/19/2023
MOUNTING LEGEND
'ECTOR
r= n a in r= E R 8
551 W. GALENA PARK BLVD. STE, 101 PHONE 00 1) 9 917- 1 775
DRAPER, UrAH B4020 -1 VECTOISE Co.
VSE Project Number: U5155.0774.231
Vector Structural Engineering has reviewed the existing structure with
loading from the solar array and screw connections to the existing
framing. The design of the racking system, racking connections, and all
other structural is by others. Mechanical, architectural, and all other
nonstructural aspects of the design are by others. Electrical is by others,
unless stamped by Dean Levorsen.
q
SCALE: NOT TO SCALE
139 N HUNTERS GROVE LN, LEHI, UT, 84043
MOUNTING DETAILS
JOB #: 4549
DATE: 3/31/2023 S-1
DRAWN BY: HF
1 )SLOPE -
20'
AZIMUTH -
139'
MATERIAL
- COMP SHINGLE
SLOPE
- 20'
AZIMUTH -
229'
MATERIAL
- COMP SHINGLE
31'-6#1 1 v
mm
MEAN 1-1-1111 11-11
SCALE: 1/8" = V-0"
LICENSE # FL EC - 13008065
STRUCTURAL STAMP
�,xNN 011111111111111
N
No. 71
-;0 Luz
;C'- STATE
<01,
R "D
to 11111%
Russell N. Emery
No. 71060 04/19/2023
MOUNTING DIAGRAM LEGEND
FRAMING = -._________.._____-
GROSS RAIL =
MOUNTING FEET= 4D
�YECTOR
n ei n E E R a
657 W, GALENA PARK 6LVD, 5TE. 107 PkioNe (BD 11 9 9D- 7 7 75
DRAPER, UTAH 5 020 W— —u-1— u.,
VSE Project Number: U5155.0774.231
Vector Structural Engineering has reviewed the existing structure with
loading from the solar array and screw connections to the existing
framing. The design of the racking system, racking connections, and all
other structural is by others. Mechanical, architectural, and all other
nonstructural aspects of the design are by others- Electrical is by others,
unless stamped by Dean Levorsen.
EE KIN HOME
139 N HUNTERS GROVE LN, LEHI, UT, 84043
MOUNT DIAGRAM
JOB #: 4549
DATE: 4/18/2023 S-2
DRAWN BY: HF
CIRCUIT #1: 10 VSUN 370-120BMH
1 11 1 11 1 11 1 11 1 H 1 11 1 11 1
CIRCUIT #2: 10 VSUN 370-120MH
1 11 1 11 1 H 1 11 1 II 1 11 1 II 1
ti
CIRCUIT #3: 10 VSUN 370-120 MH
1 11 1 11 1 11 1 11 1 111 1 11 1 11 1
1 11 1 11 1 11 1 11 1 11 1 11 1 11 1
MICRO -INVERTER
PV MODULE ELECTRICAL SPECIFICATIONS
MODULE TYPE
VSUN370-120BMH
POWER MAX (PMAX)
370W
OPEN CIRCUIT VOLTAGE (V,,)
41.4V
SHORT CIRCUIT CURRENT (Isc}
11.26A
MAX POWER -POINT VOLTAGE (VM,p)
34.5V
MAX POWER -POINT CURRENT (1,,,p)
10.72A
SERIES FUSE RATING
20A
CONDUCTOR AND CONDUIT SCHEDULE
GARCIA, CHARISSA
TAG
WIRE TYPE WIRE SIZE # OF CONDUCTORS
CONDUIT TYPE MIN, CONDUIT SIZE
35885 SADDLE PALM WY
ZEPHYRHILLS, FLORIDA 33541
1
Q-CABLE #10 4 - L1 L2
FREE AIR
N/A
1
BARE COPPER #6 1- BARE
FREE AIR
N/A
LICENSE # FL EC-13008065
2
ROMEX (NM-B) #10/2 4 - L1 L2 GND
ROMEX FREE AIR (IN ATTIC)
N/A
3
THWN-2 #10 4 - L1 L2
EMT
3/4"
ELECTRICAL STAMP
3
EMT
3/4"
THWN-2 EGC #8 1 - GND
#
4
THWN-2 #4 3-L1L2N
EMT
1";y�iC
`+a
4
THWN-2 EGC #8 1 - GND
EMT
V,
O 59727
ex
STATE CAEECTOR
*
1 1
µ ~
65 1 W. GALENA PARK BLVD, SrE, 101 PHONE (ED 7 ) 990- 1 775
DRARER, L-H H40.90 WWW.VECTORSE.COM
!S!+
§
f
V/1
UNDERGROUND
FEED
P. Levorsen 7 111I1I
ELECTRICAL ONLY
n
p4119/2023
[#2 COPPER]
No, 59727
ti
VSE Project Number: U5155.0774.231
METER #: 3631466
UTILITY SERVICE
ELECTRICAL
[11 WIRES IN FREE AIR
120/240V
(8) #10 A'NG PV WIRE
SINGLE PHASE
(1) #6 BARE COPPER EGC
PV SYSTEM SIZE:
[21 ROMEX (NM-B) FREE AIR
NEW 14.80OkW DC I 12.00OkW AC
(8) #10 AWG WIRE
- L1, L2
(EXISTING)2(70A
MODULE TYPE & AMOUNT - {40} VSUN 370-120BMH
1 1 {1 } #10 AWG GROUND
RATED
INVERTER-(2) HOYMILE HM-30ON MICROINVERTER
[31 (MIN) 3/4" EMT
(N) SQUARE D DTU323RB
MAIN SERVICE
PANEL
(3) HOYMILE HM-60ON MICROINVERTER
(8)#10 AWG THWN-2 WIRE
OR EQUIVALENT
_
ti
(1) #8 AWG THWN-2 EGG
AC DISCONNECT
(8) HOYMILE HM-120ON MICROINVERTER
(N) 125A RATED SUB 240V/100A NEMA 3Rd(NP
EXISTING)150A
MAIN
NOTES:
1. MODULES ARE BONDED TO RAIL USING UL 2703 RATED BONDING SYSTEM -
PANEL NON -FUSIBLE,
DISCONNECT
INTEGRATED BONDING MID -CLAMPS + DIRECT -BURIAL LAY -IN -LUGS; SEE
VISIBLE -LOCKABLE
ATTACHED FOR SPECIFICATIONS IF APPLICABLE
LABELED.
2. PV DC SYSTEM IS UNGROUNDED
LOCATED WITHIN 10' OF
MSp.
3 PV ARRAY WELL HAVE A GROUNDING ELECTRODE SYSTEM INCOMPLIANCE
WITH NEC
1
4. PV SOURCE, OUTPUT, AND INVERTER INPUT CIRCUIT WIRING METHODS
E,250.58 OUTPUT, AND
1 1SHALL
COMPLY WITH NEC 690.1(G)
------
100A
FACILITY GROUND
5. BACKFED PV BREAKER WILL BE INSTALLED AT OPPOSITE END OF THE BUS
F ily
2P-20A
RODS SEPARATED BY A
BAR FROM THE MAIN BREAKER. A PERMANENT WARNING LABEL TO BE
2P - 20A
MINIMUM OF 6%
INSTALLED PER SYSTEM SIGNAG£, PAGE
Lv
�rc
GROUNDING WIRE WILL
6. BARE COPPER IS TRANSITIONED TO THWN-2 VIA IRREVERSIBLE CRIMP;
2P - 20A
BE MINIMUM #4 AWG
WHEN PRESENT, THE GEC TO BE CONTINUOUS
v
{E) GROUND ROD +
7. INVERTER(S) TO BE COMPLIANT WITH UL 1741 SUPPLEMENT A
2P-20A
(E) WATER PIPE BOND
8. CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM
CONNECTION TO THE
CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP -SIZING AS
REQUIRED BY FIELD CONDITIONS
INTERIOR METAL
9. CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM
NEMA3R RATED JUNCTION
14VATER PIPING SHALL
CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UPSIZING AS
NEMA3R RATED JUNCTION
SOX SAVE MOUNTED:
BE MADE WITHIN 5'
REQUIRED BY FIELD CONDITIONS.
BOX ROOFTOP MOUNTED:
SHALL COMPLY WI NEC
FROM THE POINT OF
SHALL COMPLY W/ NEC
1 1
110.3 & 314.6
ENTERANCE
110.3&314.6
INSTALLER NTE(S': NO PHOTOS OF
THE INTERIOR SUS. MAY NEED A MAIN
BREAKER KIT IF MAIN BREAKER
DOESN'T EXIST,
,
NOTE: VISIBLE, LOCKABLE, LABELED AC DISCONNECT
LOCATED WITHIN 10' OF UTILITY METER.
INVERTER ELECTRICAL SPECIFICATIONS
INVERTER TYPE
HOYMILES HM-30ON
MAX INPUT CURRENT
11 SA
MAX DC SHORT CIRCUIT CURRENT
15A
MAXIMUM OUTPUT POWER
300W
MAXIMUM CONT. OUTPUT CURRENT
1.23A
DEC EFFICIENCY
963
MAX UNITS PER 20A CIRCUIT
13
INVERTER ELECTRICAL SPECIFICATIONS
INVERTER ELECTRICAL SPECIFICATIONS
SYSTEM OVER -CURRENT PROTECTION DEVICE (OCPD)
I KIN HOME
CALCULATIONS
INVERTER TYPE
HOYMILES HM-606N
INVERTER TYPE
HOYMILES HM-1200N
HOYMILES
MAX INPUT CURRENT
23A
MAX INPUT CURRENT
46A
INVERTER TYPE HM-30[2400,1200N
[240V]
GROVE L LEHI, LIT, 840A3
3 C',! V I I1 GROVE Ci �t
139 N HUNTERS
MAX DC SHORT CIRCUIT CURRENT
30A
MAX DC SHORT CIRCUIT CURRENT
60A
# OF INVERTERS 40
MAXIMUM OUTPUT POWER
600W
MAXIMUM OUTPUT POWER
1200W
MAX CONTINUOUS OUTPUT CURRENT 1.23A, 2.46A, 4.92A
ELECTRICAL DIAG M
MAXIMUM CONT. OUTPUT CURRENT
CEC EFFICIENCY
2.46A
967 %
MAXIMUM CONT. OUTPUT CURRENT
DEC EFFICIENCY
4.92A
96.7%
{# OF INVERTERS) X (MAX CONT. OUTPUT CURRENT) X 125 % <_
CORO RATING
JOB #: 4549
DATE: 3/31 /2023
MAX UNITS PER 20A CIRCUIT
6
MAX UNITS PER 20A CIRCUIT
3
(40 x 1.23A x 1.25)= 61.54A <= 70A OK
DRAWN BY: HF
»
AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT
PER NEC 310.15(b)(2)(C): + 22'
EXPECTED WIRE TEMP (°C): 37' + 22' = 59'
TEMP CORRECTION PER TABLE 310.16: 0.71
X
IMANAlkwffriwWwwliffilmm
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B):
1.25 X MAX AC OUTPUT CURRENT X #OF INVERTERS PER STRING
CIRCUIT = 10 X 1.23 X 1.25 = 15.13 A
CIRCUIT 2 =10 X 1.23 X 1.25 =15A 3 A
CIRCUIT 3 =10 X 1.23 X 1.25 =15.13 A
CIRCUIT =10X1.23X1.25=15.13A
TEMP CORR. PER NEC TABLE 310.16 X CONDUIT FILL CORR, R
XPECTED WIRE TEMP (°C): 37°
EMP CORRECTION PER NEC TABLE 31.16: 0.91
IRCUIT CONDUCTOR SIZE: 4 AWG
IRCUIT CONDUCTOR AMPACITY: 85A
OF CURRENT CARRYING CONDUCTORS: 3
'ONDlIT FILL PER
25 X 1.23 X 40 = 60.50 A
TED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 10.16:
a 8DPELECTRICAL 8 MW
1) ALL EQUIPMENT TO BE LISTED BY UL OR ANOTHER NRTL, AND ZEPHYRHILLS, FLORIDA 33541
LABELED FOR ITS APPLICATION.
2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600V AND 90 LICENSE # FL EC-13008065
DEGREE C WET ENVIRONMENT
ELECTRICAL STAMP
3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL 1 111 //l/7
BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE LE�,
TO THE NEAREST RIDGE, HIP, OR VALLEY,
4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING }'
ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. No 9727
5,) DRAWING INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. — g
CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, '� STA OF $
SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE `,,�'
CODES AND STANDARDS.*' O1i
6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS] N
ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. JDeanPlLevorsen1! P I4 t §11 04/19/2023
No. 59727
7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND
READILY VISIBLE, ELECTRICAL CALCULATIONS
8,) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN
MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION.�YECTOR
9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER n a 'n E E R 5
651 W. GALENA PARK HLVD, .STE. 107 PHONE 18017 990-1 775
G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY -IN LUG. DRAPER, UTaH B4000 wN vEGTORS"E 11
10,) THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE. ELECTRICAL ONLY
MICRO -INVERTER SPECIFICATIONS VSF Project Number: U51.55.0774.231
MANUFACTURER / MODEL # HOYMILES HM-300
AC MAX CONTINUOUS OUTPUT 1.23A
AC MAX. CONT. OUTPUT POWER 300W
CEC WEIGHTED EFFICIENCY 96.7%
MANUFACTURER / MODEL # HOYMILES HM-600
AC MAX CONTINUOUS OUTPUT 2 x 1.23A
AC MAX, CONT, OUTPUT POWER 600W
CEC WEIGHTED EFFICIENCY 96.7%
MANUFACTURER / MODEL # HOYMILES HM-120ON
AC MAX CONTINUOUS OUTPUT 4 x 1.23A
AC MAX. CONT. OUTPUT POWER 120OW
CEC WEIGHTED EFFICIENCY 96.7%
NUMBER OF CURRENT
PERCENT OF CARRYING CONDUCTORS IN
VALUES EMT
,80 4®6
.70 7-9 NOTE: VISIBLE, LOCKABLE, LABELED AC DISCONNECT
.50 10-20 LOCATED WITHIN 1Q' OF UTILITY METER.
AMBIENT TEMPERATURE SPECS
RECORD LOW TEMP -10° 1 KIN HOME
AMBIENT TEMP (HIGH TEMP 2%°) 40' 139 N HUNTERS GROVE LN, LEHI, UT, 84043
CONDUIT HEIGHT 0,5"
ROOF TOP TEMP 56' ELECTRICAL CALCULATION
CONDUCTOR TEMPERATURE RATE 90, JOB #: 4549
MODULE TEMPERATURE COEFFICIENT OF Vac-0,26%/°C DATE: 3/31/2023
DRAWN BY: HF
DC LABELS
�a-�-
rr rr ,rrrJ/ i" LOCATION: %
COMBINER I JUNCTION BOX r ,r
CODE REF r
€( .-.7 ;,%✓'r` r ,
2024 NEC 860.13(B), 706.93(C)(4), r %- „7
TURN OFF PHOTOVOLTAIC AC 110.27(C) ELECTRICAL SHOCK HAZARD
DISCONNECT PRIOR TO WORKING OSHA 1910A45(F)(7) TERMINALS ON BOTH LINE AND
INSIDE PANEL LOAD SIDES MAY BE ENERGIZED
J
IN THE OPEN POSITION
✓'l,'r �,,,rr.. `' �r�✓�r,/'r/ , LOCATION:
/�r r DC DISCONNECT
r' s COMBINER BOX
/r 1 /ems f r ✓/r
C7C ENCLOSURES
r`ji-' : ✓ c �i f/„% .�'.r�r'�%'r"✓r'` - ';,': ,r',r'� '� x r '�
. ��rm .�. '' "...:,;u// ✓ v,..�.d,: .,,� f ::�:. ,; f.Tfr ..;r` '. r r ,i %�
TERMINAL AL SHOCK HAZARD ELECTRIC
S ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED THIS EQUIPMENT FED BY
IN THE OPEN POSITION CODE REF: MULTIPLE SOURCES:
2020 NEC 690.13(B) TOTAL RATING OF ALL OVERCURRENT
DC VOLTAGE IS ALWAYS PRESENT j DEVICES EXCLUDING MAIN POWER
WHEN SOLAR MODULES ARE SUPPLY SHALL NOT EXCEED
EXPOSED TO SUNLIGHT AMPACITY OF BUSBAR
LOCATION:
DC DISCONNECT OR POWER
CONVERSION UNIT OR PV
DISTRIBUTION EOU3RMENT
CODE REF:
2020 NEC 690.53
WHITE TEXT. RED BACKGROUND
i
LOCATION:
. DC DISCONNECT
CODE REF:
2020 NEC 690.13(B)
WHITE TEXT, RED BACKGROUND
LOCATION'
MAIN SERVICE DISCONNECT
;-w-„ ✓,.-y,..,,. s
CODE REF:
rrN
2020 NEC 690.13(B), 706.15(C)(4),
TURN OFF PHOTOVOLTAIC AC
110.27(C)
DISCONNECT PRIOR TO WORKING
OSHA 1910.145(F)(7)
INSIDE PANEL
LOCATION:
MAIN SERVICE DISCONNECT
CODE REF:
li 2020 NEC 690.13(B)
WHITE TEXT, RED BACKGROUND
RAPID SHUTDOWN
NOTES REGARDING RAPID
's SHUTDOWN LABELS:
SOLAR PV SYSTEM EQUIPPED TITLE TEXT MUST BE
UM
WITH RAPIDHl�`i®C)WN BODY EXTM MUST
BE
BODY TEXT MUST BE
HEIGHT MINIMUM
COLORATION: TITLE
-- -- — i TEXTAND'SOLAR EMT CONDUIT/RACEWAYS/PULL BOXES
ELECTRIC PV PANELS
TO HAVE YELLOW .re �W r" rrif/.'
BACKGROUND
TURN RAPID SHUTDOWN ';oLaR ELECTRIC- I CODE REF: � �"'� r;z �-. r r,�.✓r� ,-- Ir�� ��.�`,'�,
SWITCH TO THE "OFF" SOLAR
VP ANELS 2020 NEC 690.56(C)
POSITION TO SHUT DOWN PV T LOCATION, AT 10' SPACING: CODE REF:
SYSTEM AND REDUCE ... DC CONDUIT 2020 NEC 690.31(G)(3)(4)
SHOCK HAZARD IN ARRAY. �I ( JUNCTION BOX
i
AC LABELS (CONT.)
LOCATION:
MAIN SERVICE DISCONNECT
CODE REF:
2020 NEC 690.56(C)(2)
WHITE TEXT, RED BACKGROUND
LOCATION:
AC DISCONNECT(S)
PV INTERCONNECTION BREAKER
POINT OF INTERCONNECTION
CODE REF:
2020 NEC 690.54
WHITE TEXT, RED BACKGROUND
LOCATION:
BREAKER PANEL (INTERIOR). NEXT TO PV
BREAKER
CODE REF:
2020 NEC 705.12(B)(3)(2)
BLACK TEXT. ORANGE BACKGROUND
LOCATION:
BREAKER PANEL (EXTERIOR)
CODE REF:
2020 NEC 705.12(C) & NEC 690,59
BLACK TEXT, ORANGE BACKGROUND
GENERAL LABEL COLORING NOTES:
ALL LABELS MARKED'WARNING'TO HAVE ORANGE
LOCATION
BATTERY UNIT(S)
CODE REF:
2020 NEC 706.15(C)
WHITE TEXT, RED BACKGROUND
-OCATION:
BATTERY SYSTEM DISCONNECT
BODE REF:
2020 NEC 70&15(C)
WHITE TEXT, RED BACKGROUND
O
ECTn
R
651 W. GALENA PARK 9LVD. SrE. 101 PHDN6 (801) 990- 1 775
DRAPER, UTAH B4020 WWW.VECTORSE.CDM
ELECTRICAL L
V3E Project Number. U5155.0774.231.
ENERGY STORAGE SYSTEMS (IF APPLICABLE)
SERVICE POINT
A CIA, CHARISSA
35885 SADDLE PALM WY
ZEPHYRHILLS, FLORIDA 33541
LICENSE # FL EC-13008065
EL T131� ffff/ /,/,
Vo
b , No 59727 . *
rz
s ATE OF �` _,,,,
s
�l
Dean P. Levorse i 1 g ! [ 11 04/19/2023
No. 59727
ELECTRICAL DIAGRAM NOTES
ALL SIGNAGE MUST BE PERMANENTLY ATTACHED AND BE
WEATHER RESISTANT/SUNLIGHT RESISTANT AND CANNOT
BE NAND -WRITTEN PER NEC 110.21(B)
PERMANENT PLAQUE OR DIRECTORY PROVIDING THE
LOCATION OF THE SERVICE DISCONNECTING MEANS AND
THE PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS IF
NOT IN THE SAME LOCATION
[NEC 690.56(B)]
4 r � ti ■ � i � li9 �� . III C � 11
DISCONNECTING MEANS.
SHALL NOT BE INSTALLED IN BATHROOMS
LABELING NOTES
1.1 LABELING REQUIREMENTS BASED ON THE 2017
NATIONAL ELECTRICAL CODE, INTERNATIONAL FIRE
CODE 605,11, OSHA STANDARD 1910.145, ANSI Z535
1,2 MATERIAL BASED ON THE REQUIREMENTS OF THE
AUTHORITY HAVING JURISDICTION,
1.3 LABELS TO BE OF SUFFICIENT DURABILITY TO
WITHSTAND THE ENVIRONMENT INVOLVED.
1.4 LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8"
AND PERMANENTLY AFFIXED.
1.5 ALERTING WORDS TO BE COLOR CODED, DANGER"
WILL HAVE RED BACKGROUND; 'WARNING" WILL HAVE
ORANGE BACKGROUND; "CAUTION" WILL HAVE YELLOW
BACKGROUND. [ANSI Z5351
LABELS ARE NOT DRAWN TO SCALE
2E KIN
HOM�
MEN,
Open Energy For All
E� =
Hoymiles 1-in-1 rnicroinverter, which can be connected to one
panel and used in various applications, is one of the most flexible
solar solutions, With the maximum DC voltage of 60 IV, Hoymiles
microinvertel- is a PV Rapid Shutdown Equipment and conforms
with NEC-2017 and NEC-2020 Article 690.12 and CEC-2021 Sec
64-218.
Iz
All of the three models listed are equipped with reactive power
control and are compliant with IEEE 1547, UL.1 741 and CA Rule21.
's,
Technical Specifications
-4-
All of the three models listed are equipped with reactive power
control and are compliant with IEEE 1547, UL.1 741 and CA Rule21.
's,
Technical Specifications
-4-
. .....
Commonly used module power (W) i
240 to 405+ 280 to 470+ 320 to 540+
Maximum input voltage (V)
60
MPPT voltage range (V)
16-60
Start-up voltage (V)
22
Maximum input current (A) i
11,5 11.5 12,5
Maximum input shol t circuit current (A)
1X 15
Number of MPP-Is
Number of inputs per MPPT
Peak output power (VA) 3
300 350 400
Max;murri continuous output power (VA)l 1
295 349 382
Maximum continuous output current (A)
1,23 1.42 1.45 1-68 1,59 1,84
1 1
Nominal output voltage/range (V)
240/211-264 208/183-228 240/211-264 208/183-228 240/211-264 208/183-228
Nominal frequency/range (Hz)'
60/55-65
Power factor (adjustable)
>0,99 default0
.8 leading ... 0,8 lagging
7btal harmonic distortion
<30
Maximum units per branch' L
13 11 11 9 10 8
E
CEC peak efficiency
--- - -- - - ----
96,7%
CEC weighted efficiency
96.5%
Norninal MPPT efficiency
99,8%
Nighttime power consumption(mW)
<50
. ........ ... . ..
Ambient temperature range ('C)
-40 to +65
Dimensions (W x H x D torn)
182 x 164 x 29.5
Weight (kg)
1,98
Enclosure rating
Outdoor-NEMA 6 (IP67)
Cooling
Natural convection - No fans
Communication
2.4G'Fiz Proprietary RF (Nordic)
Monitoring
S-Miles Cloud'
Warranty
Up to 25 years
Compliance
UL 1741, IEEE 1547, UL 1741 SA (240'7ac), CA Rule 21 (240 Vac),
CSA C22.2 No. 107.1-16, FCC Pare 158, FCC Part 15C
PV Rapid Shutdown
Conforms with NEC-2017 and NEC-2020 Article 690.12
and CEC-2021 Sec 64-218 Rapid Shutdown of PV Systems
*1 Nominal voltage/frequency range can
vary depending on local requirements.
*2 Refer to local requirements for exact number
of microinverterS per branch.
*3 Hoyrniles Monitoring System,
C', 2021 Hoymiles Power Electronics Inc All rightsreserved.
1�#pqmfles Open Energy For All Technical Specifications
Description
Hoymiles 2-in-1 microinverter can connect up to 2 panels at once
and maximize the PV production of your installation. With the
maximum DC voltage of 60 V, Hoymiles microinverier is a PV
Rapid Shutdown Equipment and conforms with NEC-2017 and
ams'l smew
NEC-2020 Article 690.12 and CEC-2021 Sec 64-218.
Ali of the three models listed are equipped with reactive power
control and are compliant with IEEE 1547, UL 1741 and CA Rule21
H
O
a f"_'
.... . .....
Commonly used module power (W)
-------
240 to 405+ 280 to 470+ 320 to 540+
Maximum input voltage (V)
60
VPPT voltage range (V)
16-60
Start-up voltage (V)
i 22
Maximum input current (A)
2 x 115 2 x 11,5 2 x 12.5
Maximum input short circuit Current (A)
2 x 15
Number of MPPT s
2
Number of inputs per MPPT
1
Peak output power (VA)
600 700 800
Maximum continuous output power (VA)
590 j 696 766
Maximum continuous output current (A)
1 2,46 2-84 190 335 3,19 3,68
Nominal output vokage/range (V)l
240/2111-264 208/183-228 240/211-264 208/183-228 240/211-264 208/183-228
Nominal frequency/range (Hz),
60/55-65
Power factor(adjustable)
0,99 default
0.8 lev'ding ... 0.8 lagging
Total harmonic distortion
Maxlmum units per branch'
<3%
6 5 5 4 5 4
I
__ __1 _111_1_1__
- __ -- -- - ----- ......... .... ----------
Effirienry
CEC peak efficiency
963%
CEC weighted efficiency
96,5g)
Nominal MPFT efficiency
99.8%
Nighttime power consumption (nl
<50
Ambient temperature range ('C)
-40 to -65
Dimensions (W x H x D mm)
250 x 170 x 28
Weight (kg)
3
Enclosure rating
Outdoor-NEMA 6 (IP67)
Cooling
Natural convection - No fans
. . .... ....
.......
Communication
.. ....
2.4GHz Proprietary RF (Nordic)
Mon§tohng
S-Miles Cloud 3
Warranty
Up to 25 years
Compliance
UL 1741, IEEE 1547, UL 1741 SA (240 Vac), CA Rule 21 (240 Vac),
CSA C22,2 No. 107.1-16, FCC Part 1 5B, FCC Pai-, 15C
PV Rapid Shutdown
Conforms with NEC-2017 and NEC-2020 Article 690.12
-mina __v'o_ —Itag"-e 'vary
and CEC-2021 Sec 64-218 Rapid Shutdown of PV Systems
No /_firequen_cyr_a_nde can
depending oniocal
*2 Refer to local requirements for exact number
of microinvertef a per branch,
-13 Hcorniles Monitoring System.___
C 2021 HoI Power Electronics ins. All rights reserved.
!?'(3Ll1-11i1es Open Energy For All
Technical Specifications
Description
Hoymges 4-in-1 microinverCer is one of the most cost-effective
� f
3
module -level sour solutions, as it can support up to 4 panels at
anep and maximize the PV production of your installation- With
the maximum DC voltage of 60 V, Hoy€lea mia oin°verter is a PV
Rapid Shutdown Equipment and conforms with NEC-2017 and
r
NEC-2020 Article 690.12 and CEC 2021 Sec 64-218.
i
All of the Three models listed are equipped with reactive pourer
control and are compliant with IEEE 1547, Uf 1741 and CA
r
._.r.. Rule21.
Features
—€tnvzuyu "stwuu 1.x ,v t-) b
Maximum input voltage (V)
MPPT voltage range EV)
start-up voltage (✓)
1
Maxknum input current. (A)
Maximum input short circuit current (A)
Number of MPPTs
Number of inputs per MPPT
240 to 405+ 300 to 505+
16f60
E
4x11,5 4x11.5
4,15
. ........ .....
Peik output power (VA) 1
1260
1200 1500
1350
Maximum continuous output power (VA) �
1200
1109 1438
1246
Maximum continuous output current (A) €
S
5.33 5,99
5.99
(
Nominal output voltage/range (V)l
24021 1.264
208/183 228 240/211-264
208/183-228
Nominal frequency/range (Hz)'
60/ 5-65
Pointer factor (adjustable)
1
>0-99efault
0.3 leading, 0.8 Fagging
Total Isar non c distortion
< %
Maximum units per branch'
3
3 2
2
CEC peak efficiency
96,7%
CEC weighted efficiency
96 5%
Nominal MPPT of dency
99.8%
Nighttime power consumption (rnW)
<50
Ambient temperature range (IC)
-40 to +65
Dimensions (W x H x D mm)
280 x 176 x 33
Weight (kg)
3.75
Enclosure rating
Outdoor-NEMA 6 (iP67)
Cooling
Natural convection - No fans
Communication
2.4GHz Proprietary RP (Nordic)
Monitoring
S-Miles Cloud'
Warranty
Up to 25 years
Compliance
UC 1741, IEEE 1547, UL 1741 SA (240 Vac), CA Pule 21 (240 vaq
CSA C22.2 No. 107.1-16, FCC Part I SB, -CC Part 15C
P`+/ Rapid shutdown
Conforms with NEC-2+017 and NEC 2027 Article 690,12
�
and CEC-2021 sec 64-218 Rapid Shutdown of PV Systems
._ � ®._
__.
[�Iot71£'lal VDltaag2ff"e{1Ueb"krS` rang2 Cary PaF y tl..(�c"idi;kg Sri IfiE.a�
��.�
..Cju=r2RIer5 CS.
*2 Refer to local requirements for exact. number of
m,croinverters per branch.
*3 Hoyrnifes Monitoring Systern.
U 2021 Hoymlles Power Electronics Inc.
All rights reserved.
Product
ty switch,, non
Specifications
ii
fusible, , VDC,
provision
r
DTU323RB
r %ter.
rr
Product availability : Stock - Normally stocked in distribution
ri
facility
r,
Price* n 1,953.00 USD
Main
Product
Double Throw Safety Switch
Duty Rating
Heavy duty
Disconnect Type
Non -fusible disconnect switch
Factory Installed Neutral
None
Number of Poles
3
Current Rating
100 A
Voltage Rating
240 V AC
250 V DC
Enclosure Rating
NEVIA 3
Maximum Horse Power Rating
15 hp 240 V at AC 50-60 Hz for 1 phase conforming to NEC 430.52
30 hp 250 V at AC 50-60 Hz for 3 phase conforming to NEC 430.52
20 hp
Short-circuit current
10 kA H or K
200 kA R, J or T
Fuse type
H or K
R,JorT
Mounting Type
Surface
Wire Size
AWG 12...AWG 1/0 aluminium
AWG 14... AWG 1/0 copper
Tightening torque
35 Ibf.in (3,95 N.m) 0.00...0.01 in (2.06...5.26 mm2) (AWG 14...AWG 1/0)
40 Ibf.in (4.52 N.m) 0.01 in (8.37 mm2) (AWG 8)
45 Ibf.in (5.08 N.m) 0.02...0.08 in' (13.30 ... 53.48 mm2) (AWG 8)
50 Ibf.in (5.65 N.m) 0.04...0.08 in' (26.67 ... 53.48 mm') (AWG 6... AWG 4)
Depth
6,93 in (176,02 mm)
Width
11.96 in (303.78 mm)
Height
30.5 in (774.70 mm)
Net Weight
40.50 lb(US) (18,37 kg)
Environment
Certifications UL Listed
Ordering and shipping details
Category
00133-DT SWITCH,NEMA3R
Discount Schedule
DE1
GTIN
785901308737
Nbr. of units in pkg.
1
Package weight(Lbs)
37.80 lb(US) (17.146 kg)
-----------------
Returnability
Yes
Country of origin
us
Unit Type of Package 1 PCE
Package 1 Height 10.00 in (25.4 cm)
Package 1 width 12.40 in (31.496 cm)
Package 1 Length 33.00 in (83.82 cm)
Sustainable offer status
REACh Regulation
REACh free of SVHC
EU RoHS Directive
Toxic heavy metal free
Mercury free
RoHS exemption information
China RoHS Regulation
Environmental Disclosure
Contractual Warranty
Warranty
Green Premium product
WARNING: This product can expose you to chemicals including: Lead and lead compounds, which is
known to the State of California to cause cancer and birth defects or other reproductive harm. For more
information go to www.P65Warnings.ca.gov
Compliant
Yes
Yes
Pro -active China RoHS declaration (out of China RoHS legal scope)
0
. Minimal Shingle Cutting
Enter Through 3 Side galls
Wider and Taller Sidewalls
i
DINT I] A d I
- Made from advanced durable polycarbonate
+ superior components, UL1741, Type all
•3 patented layers of water protection
.2 Weep Holes for breathability
- We believe that EVERYONE should have
access to affordable renewable energy
®With the same great features as the JB-1,
the JB-1,2 is now available with updates
to make installation even easier.
JB-1.21 JB-1.XL
Specification Sheet
I " in le Roofs PV Junction Box for Composition!' — 11 '
Maximum Voltage: 1,000 Volts
Maximum Current: JB-1.2: 80 Amps; J13-1.XL: 120 Amps
Allowable Wire: 14 AWG - 6 AWG
Spacing: Please maintain a spacing of at least 1/2" between uninsulated live parts and fittings for
conduit, armored cable, and uninsulated live parts of opposite polarity.
Enclosure Rating- Type 3R
Roof Slope Range: 2.5 - 12 : 12
Max Side Wall Fitting Size: 1"
Max Floor Pass -Through Fitting Size-, 1"
Ambient Operating Conditions: (-35°C) - (+75°C)
• Compliance:
-JB-1.2.UL1741,CSAC22.2No. 290; JB-1.XL:UL1741,CSAC22.2No. 290
-Approved wire connectors" must conform to UL1 741, CSA C22.2 No. 290
® System Marking: Interek Symbol and File #5019942
Periodic Re -inspections: If re -inspections yield loose components, loose fasteners, or any corrosion
between components, components that are found to be affected are to be replaced immediately.
Table 1: Typical Wire Size, Torque Loads and Ratings
I Conductor 2 Conductor
Type Inch Lbs Voltage Current
ABB ZS6 terminal block 10-24 awg 16-24 aW9 Sol/Str 0.5-07 6,2-8 85 C 600V 30 amp
_77F
ABBZS10 terminal block 6-24 awg 12 Sol/Str 1 .0-1,6 8,85-14.161 600V 40 amp
ABB ZS 16 terminal block 4-24 awg 10-20 awg Sol/Str 1,6-2.4 14,6-21.2411 600V 60 amp
M 8-22 awg- Sol/Str 08-1 l&85 600V 50 amp
B W/_8 _tern�i�_al_block _T.
Ideal 452 Red 8-18 awg SZI IStr SeffC-Torque Seff-Torque 600V
f _ -
Sol/Str Self Torque Self Torque 6nOOV Ideal 451 Yellow 10-18 awg
Ideal, In -Sure 10-14 awg Sol/Str Self -Torque Self -Torque 600V
r — , � i
WAGO, 2204-1201 10-20 awg 16-24 awg sol/st `_ Sed-Torque Self -Torque 600V 130 amp
WAGO, 221-612 10-20 awg 10-24 awg Sol/Str Self -Torque Sefforque 600V 30 amp
-------- -- _793=1;111SS_1tr
Dottie DRG75 6-12 awg C Sol/Str Snap -in 3 Snap -in
4-6 awe Sol/Str 45
ESP NG-53 2000V
10-14 awg I/Str 35
AS00-111ISSIrr
4-6 awg Sol/Str 1 45
ESP NG-717 2000V
1 10-14 awg awg Sollstr 35
0
I
!I! tr
4-6 Sol/Str 45 i
brumall 4-5,3 1 2000V
10-14 awg
_--i-sol/stri 35
PHONE: 385-202-4150 1 MUSOLARPRODUCT&COM
FLASH LOC
1 U N I `A,;
BETTER010
an
SOLAR STARTS HERE
FLASHLOC is the ultimate attachment for composition shingle and culled comp roots. The all-in-orie mount installs
fast --- no kneeling on hot roots to install flashing, no prying or cutting shingles, no pulling (tails. Simply drive the
lag unit and inject sealant into the base. LOC's patented TRIPLE SEAL technology preserves the roof aril
protests the penetration with a permanent pressure seal, Kitted withlag bolts, sealant, and har lovare for maximun,
convenience, Don't jest divert water, LOC it out!
PROTECT
final( a a# ,aRi high 'vaterp", aftaSh„nent
without Wthig, prylgP or iiamaring silinTyles.
LOC OUT WATER HIGH-SPEED INSTALL
clith c,7 uillt,f Shield 9 contour.von` rnnriav gasket Simply drive lag bolt and inject sealiqO ,(,?G t#..e port ,.
El
and prossud?ed sealant diai'iter tfle Triple Sea: to create a permarienit preSSdre ;jai.
techilolo sy, delivers a 100% Ytaterp oof connection,
FLASH LOC
INSTALLATION
a U N I sr
SOLARme
BETTER STARTS
PRE --INSTALL
Snap chalk lines for attachment roes, Can shingle roofs, snap lines i- %4, below epaiope edge
of shingle course, Locate rafters and Mark attachmept locations.
At each location, drill a 7/3Z pilot hole. Sean roof surface of dirt, debris, snow, and ice.
Next, PACKFILL ALL PILOT HOLES WITH SEALANT.
Space mounts per racking system install specifications.
STEP 1: SECURE
Place f LASHLOC over dint hole with lag on own -slope side, Align indicator marks on sides of
mount with chalk line. Pass included lab bolt and sealii g v asher through LASHL CG into pilot
hole. Drive lag bolt until mount is held firmly in place
N [: The EPDM in the sealing washer will expand eon the edge c the retal �;rasher when,
gaper torque is applied.
STEP : SEAL
Insert tip of UNIPAP provided sealant into part. Inject until sealant exits troth vents, Follow,
sealant manufacturer's instructions, Follow sealant manufacturer's cold weather application
guidelines, if applicable,
Ciont iflue array installation, attaching rails to mounts with provided T-Pons,
r. ` Then FLASHLOC is installed over gap between shingle tack or vertical joints,
fill gafr oint vrflth sealant between mount and upslope edge of shingle course,
USE ONLY U IPAC APPROVEDSEALANTS: G" , li k, Dur6iHnk 50, Cheriflink or € eo f ' fo=