HomeMy WebLinkAbout23-6728City of Zephyrhilis
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
777#& tz
BAR-006728-2023
Issue Date: 08/01/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGN)kfURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER i
813-780-0020 City of Zephyrhills Permit Application Fax -a I 3-T80-0021
Building Department
Date Received Phone Contact for Permittinit
I I a a I It a a 1 c3rx it I
Owner's Name Owner Phone Number
Owner's Address Y 9 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
SUBDIVISION
WORK PROPOSED NEVJ CONSTR
INSTALL
PROPOSED USE SFR
TYPE OF CONSTRUCTION BLOCK
ADDALT
REPAIR
COMM
FRAME
SIGN DEMOLISH
OTHER
STEEL
DESCRIPTION OF WORK
BUILDING SIZE
St2 FOOTAGE !W HEIGHT
�RSLJILDING
VALUATION OF TOTAL CONSTRUCTION
U_�l
=ELECTRICAL
E_= AMP SERVICE PROGRESS ENERGY W.R,E.C,
=PLUMPING
E=
=MECHANICAL
E== VALUATION OF MECHANICAL INSTALLATION
GAS
ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS I== FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE it G [31 8R1 1)
Address License 4k E0
ELECTRICIAN CO PANY E;;;=
SIGNATURE 1EGMI= FIE 1,=1.RE1
Address License #===
PLUMBER COMPANY E�
SIGNATURE REGISTERED y ;1N �,,, cure.. �Yt N
Address License #
MECHANICAL COMPANY
SIGNATURE FiTC31ST�QED
Address License
OTHER COMPANY
SIGNATURE
Address License,
RESIDENTIAL Attach (2) Plot Plans: (2) sets of Building Plans: (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) lomdring days after submittal date, Required onsite, Construction Plans, Sformorater Plans vk Silt Fence installed,
Sanitary Facilities & 1 dunipster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ter, (10) working days after submittal date. Required posits. Construction Plans, Stormerater Plans wf Silt Fence installed,
Sanitary Faclifies & I clumpster, SueNork Perrinit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach 12) sets of Engineered Plans.
SURVEY required for all NEW coratw0on.
Directions:
Fill out application completely,
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owned would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING teddy of contract required)
Parents if shingles Sewers Service Upgrades AO Fences (Plot, Survey/Footage)
Driveways-Noover Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-81 3-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this recent may be subject to `deed" resurcrons"which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions,
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors he is advised to have the 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 IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
the,, Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of now 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'AlateriSewer 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—Honnewoner's Protection Guide' prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the 'owner' I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the 'owner' prior to commencement,
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development, Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards staff
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 co.mpliance. 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, Weiland Areas, Altering
Watercourses,
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways,
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted,
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
Iffill 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 penTit 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
,)that installatons not specifically included in the application. A bernin't 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 ifivork 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 OBTAIN FINANCING, CONSULT
FLORIDA JURA T 117,03)
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by_
Who isfare personally known to me or has/have produced
as identification.
Notary Public
Coffirnission
Name of fffifpi7,y typed —printed orstamped —
idenuficafion,
—Notary Public
Commission No.----n
Notary Public State of Florida
Olivia Marrero
Expires 7/17/2026
B DY -BAIT U VCR
t.d,Y 12, OAKS OF PASCO AS ''LC;,2�R) 'N PAT ROCK 10PA':,..ls '.13—iig, 0, 1Fti, PUFICC O(^ PASL.t1 ,E)J14'le.
01
~
t
EXCL.ti iV€.4, USL OF:
`aLVIA E£49a
t tt6, F� �aGstTFt t t } r
F�f+ Ti?l F1F tk_i�!tl,.tR., WC,
PPFM:Ffl 1—AND
A.i xt?CDDNS AFt; QSTAk{:;S l 4'i �i TR ?Iii ?-6;5'T
2NMN54,57,,q tES #AW R"EN NOILG ON FMt sRbt Y,
2 PRO-0o COR'NERS SPOWd 4ERPE4N AA"RF
L4»;11—i`. IJNL.£SS al,wvCSr 5fsC44,
StetVEYCP HAS N01 ,ABSt,RACIED 4 C ,UD $" AN
F,REuR FOR EASFNIENTS, R 4'1,T OF 'NAY, RES R,Cn^,v3 OF
R. NU H=AVF REEK
- WiLDH6 DES SR0'1*4 HERU`W ARE NO' eC RC €.SE.^, TO
RE' ONS RECT fW, $d'°<JUDARY LINES_
S. LLEVAT' S 5''1P'MN t,�REQN ARE BA[D ON NGS 00bHWA n
N $70, ft.F4A '014 BRIE' NAVE) 1988 QATiAi
?. FtRFEK S4C'F,9C ktf'R E*4N k4ER( 10ENIPEG htiE'}
ME COW AFTCR DIE; COMtLCOON OF ME LANOSCAP H" A'&
Nor e°Y 1,4E 55 tRVLYQR AT 9lTC TIME TVAT 1-W5 Frei A', 517E Wf
WAS PFRFORMCD '14 THE F'EiC ON 09-21-V
CRE ;Tk1EV4 L,1NF 1`
C
WA t s
t
72
o
p.
F }
zz
Fj
t J
EE
Ix s
c
_
1
Est
PWRMIT #8NR001454-2021
ADDRESS.
92F5 BRACkFOR0 wQQUS CWIR
ZFPHRYHtLLS, i� fFIA 7354'
L U? fiIAvt D:
LIVM:
CAYP�t�QwEn
YnR
"5-
CO, CUCTC WXR k`Akt
,,.tie
t'F)tIW W)l Att£S$CtE
cS1tlGAt€TO PAR
�T�M.a
CCta'.fFz,,& SL Ati
tYG C€RA}.T££rdi4.dNu'*dakNAe.f M(.Hi AGtNCY
F' � & ka.
fA kP45&YfRYCR NA;i: kA/°
0
n-,4-, �tA €ss
,.
5
Uti£KAff0 s 0'a *ikR
ist
EawJAde UWA, 4A5"fNT
3C
UA. W4 T.,tg£4C*+T
UT%l*CRPIH
a4
b& RC&ia k€y}}if kL c"'k.R V`n
w+€�Bt S*d16'
N4
�i FCR %AS 4M1;
Ct.�
4"Y�C 4;4kF PCidA BF.ht
iJaxe.
4�A H.AG@ Apk7 ACCl S5 EN3CMtNi
� � v
c gwavS
U ¢CSS
»CR PS,at
,10
xE ;situ
Ref Sf. F
P
rfeKG
NaP
F`u>
ONI G< inQ.+nsa„ vrW vg
P{R#AhC'F i'. FO 8It 9ml
$i
PO4if OF tAffjiitF4 ult
K
YA.iK£M %Ai.CW
FQt"-
fi¢{
IwIt flN clJ 11
Y^Qlmr CA 't
PW
PR4
v4AT 4Y Nfw-!.4
PtE,.ANFNT RK1,lR[.C€ OC'K=`k;t,i
k'54
-'flo SilG+<>i %14Gt'Nl raF-° vA,*F'ia
ki;k
JQ, P7.
$Csi?YARC Ft C,�l
4,''ri
1=Gf WAkA
YYP
I' iCA'
{kpA
eiQmc 0MOTTS agypq,�i;aN
INSTR#2022266054OR 6K10741 Pr,3119 Page ,,fl
12/22/2022 02:48 PM Rcpt: 2535153 Rec: 10.00 DS: 0.00 IT: 0,00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
2
ON
NO f
Parcel bVU,0--0120
NOTICE OF COMMENCEMENT
to Of — County Of
- Lftxfwmw tworeby ow "06" #*kvpwmwtwffl be pealle to osMahn new Fetwily, and in modols" *M Chaplier 713, FWW SWAN,
;;6;; wormewil M~ in "do Nowit of
oawVw d pstaptirtly, Ismael MarilMultion No,
Gontlaw Description Of wwwaftwo
Otanow, Initweriollaft w Looll" Infitinabort ill thilt U10,1140 coishoMed fffth* 11"POYMMIM
pieaaiv
Now of Fee (Nowitilis Tshitiolition
read
ty
state
Name
City
State
Tate ldroneW:
C—Ity
Londoes Telephone olo:
Persons within the State of FWds designated by the oww upon whom noocce or otner docurnapts may no #QPYod &a provM90 by
Section MA3(1)(o)(?), Floods atatitiesi:
City
Telephone NumberofDoWgrialtielPontan:
In addition to hinvelf, the manordes"Jes of
.-tow"s eflipUtimp'lNglaull
Tolephom Number of Peripm or Entity DoslibraM py Otivreir,
Sxplroftfi MIN, of 14011ce of Commitiftaftnt (the my no"a bef6ro the vomptml*?� olLaa-hatru(afon and tirna paymmt to the
contractor, but We be we year frism the Oula, cd,mwrdtng uf*m a dalwenk date to spooMwity
WAMINO TO 0IMNEM ANY PAYMM&ITS MADE BY THE OWNER AFTER THE
von solitretwitedited bali reii Oft
aypo of NOVO, Cv.� ~, 1PAIGO, oftirwity in, but) for
liteopes of It" an belpeff of Whom lasitnovatisi, vM astatiousteft,
w0y KMM 0 QR P-listbad M-MkM,-*
WAINY 6VA6,1110
of kilwAlkaftin stradixiied I
Ca -1 14 Gxv(41 0
Am
1
DESIGN CRI TERIA:
CONTRACTOR: HOME TECH EXTERIORS
Applicable Codes, Reaulotion and Standards
1. The Florida Building Code 7th Edition 2020.
specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood.
Z AA ASM 35 an Specifications for Aluminum Structures,
Port I -A and I-B of the Aluminum Design Manual
prepared by The Aluminum Association, Inc. Washington,
D.C.,2020 Edition
3. ASCE 7-16.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and
Table 1604.5: Category I .
2. Basic Wind Speed Table, Table 1609 State of Florida
Debris Region & Basic Wind Speed, Paragraph 16a�a"�
and Table 1609.3.1 Equivalent Basic Wind S) 14g-0MPH)
V-ultimate Exposure Category, Poroqro,ph 1604\$-3--�""
3. Building Category for Aluminum Structures, FBC 7th
Edition R301.2.1.1.1 Sunroom Category I OR 2.
Following Loads were used to DesLqoz1C—k This Pool Cow
1. Dead Load of 5 PSF (Which is on Higher Side)
2. Live Load of 5 PSF (Which is on Higher Side)
3. Wind Load of 140 MPH as per ASCE 7-16
4. Load Combinations as per FBC 2020 7TH EDITION
5. Live loads for primary structuol members 300 lb. -
R2002 4 Building
6. Live loads for roof purlins 200 lb - R2002.4 Building
Specifications
The following specifications ore applicable to this project:
1. Aluminum extrusions shall be 6005 T5 Alloy
2. Fasteners are required to be SAE Grade 2 or better
zinc plated.
J. #10 screws 6" from ends and 24" center to center,
4. Door location sholl be determined by contractor in the
field,
5. All Screen - Type 18x74 (TYP.)
W "Ififfl.1001010
HOME TECH EXTERIORS
1563.9 SETH COUNTRY LN
WIMAUMA, FL 33598
RAM A. GOEL, P.E,(#47431)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD. STE P
TAMPA, FL 33647
Ph,# 715-781-1822
PROJECT ADDRESS
SCOTTILEWIS
6275 BRADFORD WOODS DR
ZEPHYRHILLS, FL 33542
ALL WORK SH6 J,
CODES FLOR11
NATIONAL ELE
AND THE ClIrY
ORDINANCEES
R z ED Af
PLAN E,N
— 10'7
3
2x4
TYP.
6'— 6
2x2—
L-Y 'r - � I IX)MM "Ni PHEVAUNG
ke, U IU's h D E,
2x2
2x2
16'
2x7
TYP.
2x2
TYP.
2x2
1
2x2
T
REVIEW DAOE:__
F ZEPYFj
CITY()H
BUID,, H
LILL
NG OFFICIAL
M
2x4
TYP,
6
—2x2
HEREBY CERTIFY THAT / HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE F.B.C. 2020 RESIDENTIAL 7th EDITION
L
RAM A. GOEL, P.E.(;474 1)
:7L �
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. STE P
TAMPA, FL 33647
Ph.# 715-781-7822
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING (SMB)
2X2:2X2'XO.044"
2X4 SMB:
2'X4"XO.044'X0.100"
2X3:2'X3'X0.050"
2X5 SMB:
2X5"X0.050"X0. 100"
2X4:2'X4"X0.050"
2X6 SMB:
2'X6"X0.055'X0.720"
2X5:2`X5"X0.050"
2X7 SMB:
2X7"X0.057X0.120"
2X8 SMB:
2'X8"XO.072"XO.124"
OPEN BA CK SECTIONS
2X9 SMB:
2' X 10' X0. 092 "XO. 398
7X2: 1: X2"X0.040"
7 X3: 1 ' X2 "XO. 045 "
SNAP SECTIONS ALUMINUM MEMBERS SHALL BE
2X2 Snap: 2"x2"xO.045" A/OT LESS THAT 0,040 INCHES
2x3 Snap: 2'x3'x0.050 (7 mm) THICK - FBC 2020
2x4 Snop: 2"x4"xO.045" 7TH EDITION 2002.3.1 BUILDING
WIND PRESSURES:
FROM TABLE 2002.4 FBC
EXPOSURE 8:
HORIZONTAL (WINDWARD) 27PSF
HORIZONTAL (LEEWARD) 27PSF
VERTICAL (SCREEN SURFACE) 8PSF
VERTICAL (SOLID SURFACE) 23PSF
EXPOSURE C.-
HORIZONTAL (WINDWARD) 38PSF
HORIZONTAL (LEEWARD) 29PSF
VERTICAL (SCREEN SURFACE) 17PSF
VERTICAL (SOLID SURFACE) 32PSF
/41.970 Y 3/4 qM.s
1/8' PL
ON 45'
CABLE CONNECTION AT CORNER) /f
SCALE N. T. S
( T
l_J
PURLIN
.1/8" S..S CABLE
F-51
4 ` SLAB MIN_®... �
(2) )/4 x 2 F/4" 2500 PSI GONG
WW OR FIBERMESH
TAPCONS
CABLE CONNECTIONS AT FOUNDATION
BEAM SIZE x 4' GUSSET r/H' THICK
a • f70 x 3/4"
® TEK ® 2" O.C.
® a
SCALE N. T.S.
IOX3" S.M.S. THRU
FASCIA INTO
RAFTER TAILS
24" ON CENTER
1OX3f4' S.M.S.
10" on center top and bottom
GUSSET
FASTENERS PER SIDE 9103
2X4 I2
2X5 14
2X6 t6
2X7 18
2XB 20 n n
2XB 22
2Xr0 24 ®• • •
• as
a a
a a a
o aa• ga® o
INTERNAL SPICE PLATE,
MIN PLATE THICKNESS
1 f8"
INTERNAL GUSSET DETAIL /y
SCALE N. T S A
BEAM f/ I PURLIN
2X3 —� I I 2X3
e a I} / 11 1 - 'a
7WNGCHANNEL #IOX RECEIVING CHANNEL
EACH , INTO W12 #IOX314" INTO®
EACH SIDE
E & (3 314" INTO 2 X 3 GIRT EACH SIDE & (3,
SELF -MATING BEAM #IOX3/4" INTO 2 X 3
- NOTCH FOR UPRIGHT
w/MIN 314" O.C. lOX314'
0
— UPRIGHT
UPRIGHT TO BEAM CONNECTION DETAIL SLOPED PURLIN CONNECTION DETAIL
SCALE N. T. S I/ I11 SCALE M T S 13
(2)-#10' X 2" SCREWS
THRU EXTRUSION (1)-#10 X 2" (2)-#10" X 2' SCREWS
SCREW 24' O.C. THRU EXTRUSION
2 MDE EXTRUDED
GUTTER BRACE AT 2" YADE EXTRUDED
EACH BEAM GUTTER BRACE AT
W/(2)-#B X 3/4' EACH BEAM
� a
9
t
S'
INTO —
CHANNEL
ATTACHMENT DETAIL
SCALE N T.S.
(3) 12X4" S.M.S. WITH
WASHER, PER PANEL
COMPOSI TE
ROOF PANELS
COLUMN
VU I. VIVIr'VJ(fC ITUUI- IU LUfiu-OC/l IYIIVU NYfiLL
FL. PRODUCT APPROVAL FL7561-R6 EXP. 713112025
SCALE M T S
(I)-FIO X 2-
SCREW 24" O.C.
NUMBER OF SCREWS
PATTERN TO VARY
NUMBER OF SCREWS
SCREWS To MAINTAIN 1-7/4' C/C
PATTERN TO VARY
#IOX3f4" INTO SCREWS TO MAINTAIN 1-1/4" C/C
RECE1WNG CHANNEL
ELEMENT
GUTTER BRACE & ANGLED FASCIA BOARD
ATTACHMENT DETAIL
SCALE M.T.S.
8 (2) 1/4"
3 1/B"xr 1/z" x r/B".
DIAM. BY 3 1/2" THRU BOLTS
3X3" or 4X4' BASE W/(2) 1 f3' DIAM.
COLUMN I
TAPCONS OR EOUIV.
POST W (2) 1/4' DIAM.
3 1/2" THRU BOLTS FOR 3X3
OR 4 1/2" THRU BOLTS FOR 4X4
.m .r
3X3 OR 4X4 COLUMN TO PAVER
OR PATIO A TTACHMEN T
SCALE N. T. S.
RECEIVNG CHANNEL
W/ 2 #1OX314" INTO BEAM
EACH FACE &(3) RAM GOEL, P. E. (#47431)
#IOX314" INTO BEAM " CONTRACTOR SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
HOME TECH EXTERIORS 10329 CROSS CREEK BLVD. STE P
PURLIN OR GIRT TO BEAM OR POST DETAIL 15639 SETH COUNTRY LN TAMPA, FL 33647
SCALE N. T S. WIMAUMA. FL 33598 Ph. # 715- 781-1822
PROJECT ADDRESS
SCOTTILEWIS
6275 BRADFORD WOODS DR
ZEPHYRHILLS, FL 33542
I OX314" S. M. S. 10'
O.0 INTO GUTTER
ALSO INTO
CARRY BEAM
o NO. OF SCREWS
PATTERN TO VARY
° SCREWS TO MAINTAIN
1 1/4" C/G
COMPOSITE TO GUTTER TO BEAM
TO 3X3 COLUMN TO BEAM SCALE
2"X@"XI/8" ANGLE Wf
(2)-,,410 x 3/4" EACH FACE
Req. for Each Load Bearing
Post Connection
MIN 4" SLAB 2500 PSI
GONG w/F78ERMESH
SIDE VIEW
SELF -MA RNG
RECEIVING CHANNEL
W/(2)#10x 314"
INTO EACH FACE
1' x 2" O.B.BASE PLATE
1 " X 2" BASE PLATE
ANCHORED CONC,
1/4` X 2 114"
TAPCONS MAX 24'
FROM T VIEW
2" X 4" OR LARGER UPRIGHT TO DECK DETAILS
SCALE M T S. 101
1 7
I HEREBY CERTIFY THAT i HAVE REVIEWED
N.T.S. l �J
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F. B. C. RESIDENTIAL 7TH EDITION
----RAM GOEL, P.E.(#47431) --
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTtR
10329 CROSS CREEK BL VD. STE P
A — 2
TAMPA, FL 33647
[DET
Ph.# 715-781-1822
AILS
FRONT VIE
HEADER
(3) 1 OX314 - S.M.S.
I OX3 - S.M.S. THRU PER PAN
FASCIA INTO
RAFTER TAILS ROOF PANELS
L� 24' ON CENTER
IOX314- S.U.S.
3 PER PAN COLUMN
AND PAN ROOF TO LOAD —BEARING WALL
FL. PRODUCT APPROVAL FL10778—R5 EXE 171412022
SCALE N. T S. 74
In I
HOUSE WALL , EITHER STUCCO/BLACK
OR WOODFRAME
114 x 2 114 TAPCONS
TO MAINTAIN 2" O.C.
FOR STUCCOIBLCCK
OR
#10 x 2' SCREWS I' O.C.
FOR WOOD
NUMBER OF SCREWS
PATTERN TO VARY
SCREWS TO MAINTAIN 1-114- CIC
HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL
SCALE N.T.S.
gi
#10,3I4 INTO
RECEI WNG
CHANNEL (2) 114" DIAM. BY
4X4
4 112- THRU BOLTS
COLUMN
7 114 - O/C
FRONT
14EW
SIDE
VIEW
x
0 C
NO. OF SCREWS —4X4'
PATTERN
PATTERN TO VARY COLUMN
S SCREWS TO MAINTAIN
SCREWS
[NO.
1 114' O/C
BEAM TO 4X4 COLUMN
F20
SCALE N. T S.
SCREEN —
X.125 U-CUP
('d' VARIES .. 4' SHOWN)
(4) #10xJl." EA. SIDE
MIN (2) CONCRETE ANCHOR
BOLTS WIMIN %- EMBEDMENT
UPRIGHT
0
0
0
0
lx2 BASE PLATE
ATTACHED TO DECK WITH
CONCRETE ANCHORS MIN
0
6" FROM UPRIGHT AND
3D VIEW MAX 24" O.C.
SCALE N. T&
-X0-XI/8- ANGLE W1
?)-#10 x 314- EACH FACE
SELF -MATING
eq. for Each Load Beading
ost Connection
RECEIVING CHANNEL
—WTO
314'
11WI(2)#10x
EACH FACE
MIN 4' SLAB 2500 PSI
CONC wIT-IBERMESH q 1" x 2' O.BBASE PLATE
PAVERS --F—T f
2X
OVERLAP BEAM ONTO COLUMN
FASTEN WITH #10 x 314 TEKS
2XW 0 3/,- O.C. APPLY MAX NO. OF
SCREWS STAGGARD ON EACH SIDE
(OR EQUIVALENT)
[1-5]
BEAM UPRIGHT CONNECTION
SCALE N. T. S.
SCREEN ENCLOSURE
FLOOR SYSTEM , I
16- BLOCK STEM WALL
-#5 DOWELED INTO FOCTER
.1 -0. C.
L [�."
ONT 8' WOE r 8' DEEP
CONVENTIONAL CONC, FOOTE
W1 (1) #5 CON T, LAP
SPLICES . I- & TIE
W1 WRE T`rP 0 PERIMETER
STEMWALL wIrOOTER —
SCALE N. T.S.
;A;
114"0 , 2- -112
�CREM4_ T
MASONRY ANCHOR
�
—IF WOOD SUBSTITUTE
SIDE VIEW #10 x # SMS 6' FROM
TOP & BOTTOM @ 24' O.C.
I"x2" OPEN BACK
24'
F
0. C. MA 21///
1
- x"-
PAVERS—
114' x 5' TAPCONS!A\,-I' X 2- BASE PLATE 'x2' OPEN BACK
--',�'�
ANCHORED CONC.
114" X 2 114
FRON T VIEW TAPCONS MAY 24" OPEN BACK TO HOST
STRUCTURE DETAIL
2- X 4" OR LARGER UPRIGHT TO DECK WIPAVERS DETAILS SCALE N.T.S.
L_ SCALE N TS.
3000 PSI (MIN)
3000 PSI (MIN)
WI(l) #5 CONT. 8- X 8- W1 (1) #5 COIN T 4,
Material 6063-T Aluminum Extrusioris
Main it Frame 1"2" x 038wall thicknea a,
Pusn B., I- -038-amft tfvickness; Mth areas 'T.Ovi" to add strer,gth f" closure srrstaflartan
M-INUOUS FOOTING DETAIL Ks is plate (ccjj) .024" Thick, installed with white of bronze potyeropel— snap in vinyf
SCALE N. T S. < ish Color White, bronze, dear araxileed, ivory, adobe (dap
Hare-a'a Standard hardware kits; available in whore, bronze, st%,er, adobe (clay), and ivory
Avaalable Screen 18/14 Charcoal or gray
RAM GOEL P.E(447431) A�--I.bl. Z-b., H,df-L, 1,ull-Z, and f .11-Z W-th., �t,,p, (St-d-d -th 3 i-g-i
CON TRA C TOR
I
SONEY FM LLC, CA#9746
CORM LAKE PROFESSIONAL CENTER
PROJECT ADDRESS
SCOTTILEWIS
% '
79-1/2
HOME TECH EXTERIORS
10329 CROSS CREEK BLVD. STE P
6275 BRADFORD WOODS DR
annard Zma; 218 e 6/9 Actual. 31-5/8" x 79-1/2
15639 SETH COUNTRY LN
TAMPA, FL 33647
ZEPHYRHILLS, FL 33542
klomi�al; 2/6 . F/8 Actual: 29-5/8'x 79-1/2
WIMAUMA. FL 33598
Ph.# 715-781-1822
1 -
Cult- All units arc avaitan3c in spedaliecal
I
.045 RECEIVING CHANNEL
W12 #10 SMS TOP & BOTTOM
TO WIND BRACE 4 JIO Wq
DIAGONAL WIND BRACE TO BEAM CONNECTION
SCALE N.TS.
2X8
#10x314,
GUTTER
t...-
8 - tI0,,314' ON EA SIDE
OF RECEIVING CHANNEL
TRUSS TO GUTTER DETAIL --
SCALE N. T S, F24
M
LULUK
—�11iLi
SCREEN DOOR DETAIL
SCALE N. T. S.
N
10,4' WTH
NEO WASHER
3'COMPOSI TE
— Jx2
4-4-4-
- 3k2
SUPER
GUTTER -4 10x314
SMS PER
CONNECT77ON
PKNEE WALL DETAIL AT GUTTER
91 SCALE N. T. S,
I HEREBY CER TIF Y THAT I HAVE RE VIE WED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 FB.C. RESIDENTIAL 7TH EDITION
RAM COEL, P, E, (#4 743 1)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD STE P A
TAMPA, FL .33647
Ph.# 715-781-1822 DETAILS
Issue Date: 08/02/2023
ill gill to ILI Sit -MA la"Jili gtIjr'1:4 "y 161 *IrtnutIL:3111i
. a I
Address: 5302 King St
ZEPHYRHILLS, FL 33542
Phone: (407) 967-5124
Permit Type: Electric Service Replacernerl
Class of Work: Add/Alter Residential
Building Valuation: $1.00
Electrical Valuation: $23,000.00
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $23,001.00
Total Fees: $155.00
Amount Paid: $155.00
Date Paid: 8/2/2023 12:14:24PM
INSTALLATION PHOTOVOLTAIC SOLAR ROOF MOUNT
Electrical Permit Fee $155,00
5302 King Street
Contractor: SUNWAVE ENERGY LLC
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Lol I (WI the reXuirements of this %ermit there ril be additional restrictions a N%licable to thi 11 r �w�er-4,rj that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
11 . Mlw re
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.0.
NO OCCUPANCY BEFORE C.O.
L � AeNl �4
CONTRACTOR SIGNATURE I OFFICE[)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City Of Zephyrhills Permit Application.
Date Received
8/2/2023 Phone contact, for Pornottin 40,76414114
I
OIIrwrioef Name 71CCXXXXXXXXX
or Phone Numbor-?Crr4XA37-Q67"-5:34�2n4 Kin
0wroir's Address or Phorto Number
Fee Sirniiiii Thloholdor Noma Owner Phono Number
Pro Snuple Titte"Idor Ackintss
.108 ADDRESS
L__�302 FL 33542 LOT 0
LILN HEIG`—HTS--1j
SUBDIV(SON NCOPARCEL iD#F 12-26-21-0280-066157
i118TAW4oFA' ON' PRO-ItRl TAX NOnUt
A-D 0, � A - 7 s t ^q St,
WORK PROPOSED M
PROPOSED USE S-R OTHER
TYPE OF CONSTRUCTION
DESCRIPTION OF WORK E- —--Pho—tovolt—aic —system Installation on Roof
BUILDING, SIZE F
SO FOOTAGE HEIGHT
=Et I k - 1 'Ari- sfkwi�-,E R E
=PLUMEVN,', $
1I--1k �X- MGHAN�CAINS-4--Lr 1
jtt
y s ROCY�ING H Ii, R
F L U() D ZIQ N E A, R EA
BUILDER COMPANY
SIGNATURE
Addfast
ELECTRICIAN COMPANY
SIGNATURE
Aadrefis a,
PLUMBER COMPANY
SIGNATURE
Addricss
COMPANY
SIGNATURE —7
r
Addreas it L
OTHER COMPANY
SIGNATURE tE
Addrat*
RESIDENTIAL Aliooir i2r,o, riiins <7 S,,s of Pio", ?V S"It'l Fnal�y lo"ns R,0Apo—,Akj'ne,,—;
,:.4 -9,lays Iffar RrqwtWiMs,to Cansr,ict�,,w Pial"'i $10"'wato., RZF.ii W, &it r0ct,
Sae fir, '4cl1 tips & 1 our pslor Site Aor, Pe—,� for
COMMERCIAL Fitt a. i2i smir C;° Do"',n-g alas s p"Isa t,91 salty, Pago , %et *f Enw,,, fi,, nev Qonc.rwt
N1311'rni'llp, ler, iwor", eel care Ryi'qiir0i3 OnVe oiensw ,!I Fonce,
s4niwry a I �,!" Pan—, t fol- at new prcectv mire" COMPliarce
SIGN PERMIT Attacr, tZ se"s 01 Eng,-O—ej ri,ans
--PR"cTPTY Su'R,'E'i tic, at, NPA con"twdlon
r0i 00 C1V
,,1rr & contracirjr -�Qn tiat"t, of -o"awe"t
it over $2600, a Notice of Commencement is required, (AIC upgrade* over $76001
Agi&-,fw t±)a qo,-,,Krw Xiy�.Zo! �0.w
OVER THE COUNTER PERMITTING ;if rw,,fv,", tiqj-4M,
4 1, " O'*, - a _,P'3,je a AK-' F a"cias
Orvvowayiii-N-t ovw o,� pi,taiil- eeas
w
DIRECTORY
PROJECT SUMMARY
1
w DIAGRAM
PV SAFETY LABELS
ATTACHMENT PLAN 1
ATTACHMENT PLAN
�[ATTACHMENT DETAILS
► • SAFETYPLAN
ANCHOR DATASHEET
I DISCONNECT DATASHEET
INVERTER DATASHEET
y MODULE..... }
MOUNTING
TASHEET
1 ASHEET
MOUNTING SYSTEM ENGINEERING LETTER
,_RAPID SHUTDOWN DEVICE _ DATASHEET
703 CLASS A FIRE
■y- I •
PROJECT
tIri; DETAILS
"12-216-121-0280-00000-0530
4#■ RESIDENTIAL
USE AN OCCUPANCY OOR TWO-FAMILY DWELLING
CLASSIF CATIONGROUP ,
COMPANYCITY OF ZEPHYRHILLS
ENERGY FLORIDA
L.
0.1001.0 mmil u BUILDING OD
1
@Hrec,16b
NZephyrhills
LITTLE ACRES North
v y„r
CITE` OF
PHYR I . S
Zephyrhills
4OORE
HIGHLAND
h, hill's
r J1
ZEPHYR PINES
COMPONENTSCERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL t LOCALE STANDARDSAND APPROVED USING THE
THE FLORIDA BUILDING CODE.
SCOPE
OF WORK
s byy
x K !► • x' t x k
ag:iiyilik%
11
NEW GRID -INTERACTIVE
DESCRIPTION
SYSTEM NO
,ENERGY■)L
. O*AG
�!..i��
•
10A##
7.Ipll *.
*it
MODULE(
ARRAY WIRING
�TERCONNECTION
W SUPPLY SIDE AC CONNECTION
INTERCONNECTION
PER NEC 705,12(A)
UTILITY SERVICE
120/240V 10
SITE DESIGN PARAMETERS
y ; s
��I���������
D b ##Ob
�I��IIh
► • -CATEGORY
RISK bY 11
I'�A►
I►
N
st
UEL RUz
No 88991 Y''q0,
STATE OF
,,,,,NAgill
1y
H S TEM YA$ &P d 6fCttA 5K"i2ED ANQ iiAl[D V
EES MANNU EWZDDNAP 6d THE €ADIAUNT
TO THE DEAL
PRINTED £3 G. THIS X h ENT AP,E NOT
--EEO 5-0. ND 5_AaED AND THE
11-A—E M1157 EE"1111 FO ON xNv E�4Taowlc
Digitally signed
by Reyes Manuel
Ruiz Donate
WE
PMi-23 PV MODULE
40OW
= I I
A AISTRINd
81N 8 iN i 1 7 IN
rSTRINC� STRINGx
__. J( L. J i j s
i 1
16 6
JB1-2 ` JUNCTION BOXES
t o x# g 2
_ €
_ INVERTER
I -T.77
F r17,68OW
r- w_ __ _ _______3
. 1`1-_2, PV AC DISCONNECT
_,,,, € 40Ai EATONDG222NRB
I �., _ SWiAA
T'60AI
4
(150A MSP V41150A MCB)
i______
-00
LOADS
/,r €
UTILITY METER
(E1 AC 120/240V 1�, 3W
EC
MODULES
PER
OTY.
MAKE AND MODEL
PMAX
I PTC I ISC
IMP
VOC
VMP
TEMP. COEFF. OF VOC
FUSE RATING
PMI-23
23
VSUN VSUN400-1326MH
I 40OW
I 375W I 1135A
%82A
44.9V
3TOV
-0.1181Vt°C
20A
INVERTERS
REF
TY
CITY
AND MODEL
AC
GROUND
RATED
MAX OUTPUT
MAXINPUT
MAXINPUT
CEC WEIGHTED
VOLTAGE
POWER
CURRENT
CURRENT
VOLTAGE
EFFICIENCY
11
1
SMASB7.7-1TP-US-41
240V
NOT SOLIDLY
7,68OW
32.0A
30.OA
600V
96.8%
GROUNDED
OCPDS
REF.
OTY,
RATED CURRENT
MAX VOLTAGE
F1.2
2
40A
240VAC
SYSTEM SUMMARY
MPPT 1
MPPT 2
MPPT 3
MODULES IN SERIES
8
8
7
ARRAY VMP
296V
296V
259V
ARRAY IMP
10.8A
10.8A
10.8A
ARRAY MAX VOC
387.4V
387,4V
339V
ARRAY ISC
11.3A
11.3A
1l,3A
ARRAY STC POWER
9,20OW
ARRAY PTC POWER
8:630W
MAX AC CURRENT
32A
X AC POWER OUTPUT
7,68OW
ERATED AC POWER OUTPUT
7,68OW
DISCONNECTS
Ely
,
MAKE AND MODEL
RATED CURRENT
MAX RATED VOLTAGE
EATON DG222NR8 OR EQUIV,
60A
24pVAC
PASS-THRU BOXES AND COMBINERS
REFJOTYJ
MAKE AND MODEL
I RATED CURRENT
MAX RATER VOLTAGE
JB2
!
TRANSITION BOX FOR ICIRCUIT
30A
240VAC 1600VDC
JB1
I i
I TRANSITION BOX FOR 2 CIRCUITS
30A
240VAC f 600VDC
RAPID SHUTDOWN DEVICES COMPLIANT WITH REQUIREMENTS AS PER NEC 690.12(B92), PV CIRCUIT CONDUCTORS LOCATED OUTSIDE THE ARRAY BOUNDARY (DEFINED AS 3 FEET FROM THE
ZL POINT OF PENETRATION INTO A BUILDING OR MORE THAN 3 FEET FROM AN ARRAY) SHALL BE LIMITED TO NOT MORE THAN 30V WITHIN 30 SECONDS OF RAPID SHUTDOWN INITIATION,
CONDUCTORS LOCATED INSIDE OF THE ARRAY BOUNDARY SHALL BE LIMITED TO NOT MORE THAN 80 VOLTS WITHIN 30 SECONDS OF SHUTDOWN.
A THE SYSTEM SHALL BE INSTALLED WITH SMA JMS-F INLINE RAPID SHUTDOWN DEVICES, WHEN INSTALLED WITH THESE DEVICES, THE SMA INVERTER MEETS REQUIREMENTS FOR
PHOTOVOLTAIC RAPID SHUTDOWN SYSTEM (PVRSS) AS DEFINED IN NEC 690.12(B)(2)
p/put MATING CONNECTORS SHALL COMPLY WITH NEC 690,33,
ZL DC PV CONDUCTORS ARE NOT SOLIDLY -GROUNDED. NO DC PV CONDUCTOR SHALL BE WHITE- OR GRAY -COLORED
ALL METAL ENCLOSURES, RACEWAYS, CABLES AND EXPOSED NONCURRENT -CARRYING METAL PARTS OF EQUIPMENT SHALL BE GROUNDED TO EARTH AS REQUIRED BY NEC 260.4(B) AND PART
m OF ARTICLE 250 AND DC EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO NEC 690.45. THE GROUNDING ELECTRODE SYSTEM SHALL ADHERE TO NEC 690.47(A) AND
NEC 256,169 AND INSTALLED IN COMPLIANCE WITH NEC 250,64.
MAX DC VOLTAGE OF ARRAY IS EXPECTED TO BE 387AV AT -5-C ({ 4.9°C - 25°C) X -0.118VIC + 44.9V) X 8 MODULES = 387AV).
PV SYSTEM AC DISCONNECT SHALL BE A VISIBLE KNIFE -BLADE TYPE DISCONNECT THAT IS ACCESSIBLE AND LOCKABLE BY THE UTILITY, THE DISCONNECT SHALL BE LOCATED WITHIN 10 FT OF
UTILITY METER. DISCONNECT SHALL BE GROUPED IN ACCORDANCE WITH NEC 230.72. GROUNDED CONDUCTOR SHALL BONDED INSIDE DISCONNECT PER NEC 250.24(B) AND NEC 250.24(C).
A PV SYSTEM AC DISCONNECT MEETS NEC 690.12(C) REQUIREMENT FOR A RAPID SHUTDOWN INITIATION DEVICE
POINT -OF -CONNECTION IS ON THE SUPPLY SIDE OF SERVICE DISCONNECT, AT A LOCALLY -APPROVED CONNECTION POINT, USING LOCALLY -APPROVED METHODS AND HARDWARE, IN
COMPLIANCE WITH NEC 705.12(A).
CONDUCTOR AND CONDUIT SCHEDULE W/ELECTRICAL
CALCULATIONS
ID
TYP
CONDUCTOR
CONDUIT f CABLE
CURRENT -CARRYING
CONDUCTORS !N
OCPD
EGG
TEMP. CORR.
FILL FACTOR
I
CONT.
MAX.
CURRENT
BASE AMP,
DERATED
TERM.
AMP. @ TERM.
CONDUITICA LE,
FACTOR
CURRENT
(125%)
AMP.
TEMP, RATING
TEMP, RATING
1
3
10 AWG PV WIRE, COPPER
FREE AIR
NIA
NIA
6 AWG BARE, COPPER
0.71 (57°C)
to
14.19A
17.74A
55A
39.05A
90°C
40A
2
2
10 AWG THWN-2, COPPER
1.0" DIA. LFMC
2
N/A
12 AWG THWN-2, COPPER
0,76 (55°C)
1.0
14.19A
17.74A
40A
30AA
90°C
40A
3
1
8 AWG THWN-2, COPPER
1,T DIA, LFMC
2
40A
10 AWG THWN-2, COPPER
0,96 (35-C)
1.0
32A
40A
55A
53A
75°C
50A
4
1
8 AWG THWN-2, COPPER
IT DIA, LFMC
2
40A
NIA
0.96 (35°C)
!,0
32A
40A
55A
53A
75`G
50A
GENERAL ELECTRICAL
S
ICONDUCTORS EXPOSEDTO
B :� i
SHALLAS
SUNLIGHT RESISTANT PER NEC
m
ARTICLE 300.6 AND ARTICLE
11 AI #
�USE IN WET LOCATIONS PER NEC
ARTICLE 310 1
GROUNDING
ALL EQUIPMENT SHALL BE
PROPERLY # l i PER THE
REQUIREMENTS ARTICLES
250 :. 1
1
.# #
A # A
WHEN USED WITH PROPOSED
III
#III
INSTALLrtLAII
SUPPLEMENTAL
ELECTRODE.
AC SYSTEM GROUNDING
ELECTRODEGROUNDING
# D#.
SHALL BE MINIMUM SIZE #8AWG
�I 1111
II I IM
PHEN INSULATED, #6AWG IF BARE
Lm
IBE COLOR CODED GREEN, OR
III
r. R` GREEN
�MA`11 IF a OR
LARGER
l
II
'4
•
i
ttytStili7J!!
��4y�•�,AGENg� ��J'L�,��
ECT0
D
CREATED BY: • ]
1
# •i
JB1-2 -TRANSITION BOX
MODEL NOT SPECIFIED
1
oil
INVERTER11 -
lpmmmmm MEN=
PANEL
MAIN SERVICE m,
�
\_:_./ PV SYSTEM DISCONNECT (SW1)
1 CI DC DISCONNECT (MPPT CHANNEL C OF 11)
NEC 690.53
POINT -OF -INTERCONNECTION OR AT MAIN SERVICE DISCONNECT (MSP)
I CAUTION !
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM ROOF -MOUNTED SOLAR ARRAYS WITH SAFETY
DISCONNECTS AS SHOWN
IV
SOLAR ARRAY,,,
MAIN PANELT wFINVERTER WITH
DISCONNECT
-PV AC DISCONNECT
5302 KING Sfi ZEPHYRNILLS • INSTALLED LLED BY S NWA E ENERGY
DAC DISCONNECT (SW1)
NEC 705.12(B)(3)
(D SEE NOTE NO.6 (SW1)
NEC 690.56(C)(3), FFPC 11.12.2.1.1.6, AND FFPC 11.12.2.1 A Y
DC DI OF ►^
CHANNEL i OF 11)
LABELING
fUTA
i 1 • ♦• j �.
s � � i • 1� a I � F.
i
#'wNo 88991
STATE OF
" • L is 'ID
'EYES "ANUE1AUQ DONATE ON THt DATE ADJAFSNT
NGNATURE MUSY RE VER10ED ON ANY ELECTRONS
Digitallysigned
>b Reyes Manuel
iuiz Donate..
: 2023.08.01
i w 4•-041001
WMA
• Em
WIND (ASCE 7-16) RISK CATEGORY
`R
s�;i i nii t Imoyilrom ms
ROOF
COMPOSITION SHINGLE (I LAYER)
MODULE MECHANICAL
PROPERTIE
t
�► •, A
iF
MOUNTING SYSTEM PROPERTIES
s A TI 1.
r
UNIRAC
FASTENING
N IIII �I�YII. III �� !I ■ II �Q �,�, a -.
r f
I/ IN
II GROUNDING I u �� ND
It
INTEGRAL GROUNDING CERTIFIED
DEVICES
A � ,
t IANCE WITH ASCE7-16 • f 1
I
SAVE
I
ANCHOR PLACEMENT PARAMETERS (ASCE 7-16) DISTANCE a IS EQUAL TO 10% OF THE BUILDING'S LEAST HORIZONTAL DIMENSION ("LHD") OR 40%
WIND PRESSURE MODULE WIND MAX. ALLOWABLE MAX. ANCHOR MAX. ALLOWABLE OF THE MEAN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF THE LHD OR 3
ZONE EXPOSURE RAIL SPAN SPACING CANTILEVER FT. THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE ROOF
ZONES 1, 2E, 2R NORMAL 48. IIN 48.OIN 16.OIN PLANES IN ACCORDANCE WITH GUIDANCE PROVIDED BY ASCE 7-16 FIGURES 30.3-213-I.
a = MAX(MIN(0.4 * MEAN ROOF HEIGHT, 0.1 * LHD), 0.04 * LHD, 3 FT)
3.4 FT = MAX(MIN(0.4 * 12.0 FT, 0.1 * 33.8 FT), 0.04 * 33.8 FT, 3 FT)
10.8 IN = 2 * (4.0 IN + 1.38 IN)
I
r
•
�tttttt fCdglt
No 88991
". STATE OF . k-
THIS RIM Al IFtl 611,ITAU SIDNED D Sf LZD I
FEYE5 MANI,ft IRE DATE ONT .DAT5 ADIACENT
TO THE GiAl.
P-TED COOKS Of TH{5 DOCDM ENT ARE NOT
COWSiGERE�iC-flE0 &up SpF 6 tOTN.t
'IGNA'"I V.95A VERIHEp Ofi ARI Ec'iTR.I
Digitally signed
by Reyes Manuel
iRuiz Donate
STRUCTURAL PARAMETERS
ELEVATION
WIND (ASCE 7-16) 145 MPH, EXPOSURE CATEGORY B,
RISK CATEGORY It
ROOF PROPERTIES
COMPOSITION
a 0
ROOF DECKING.:
MODULE MECHANICAL PROPERTIES
lfilol#]:I��M�VSUNVSUN400-132BMH
1
i •
MOUNTING SYSTEM PROPERTIES
UNIRAC
4.01N AIR GAP
FASTENINGD1,
III I �I IlO�
III.RA�#I I. II IIIIIWI IIA I
.# i i
R 4 GROUNDING
BOND /
03 REQUIREMENTS
DEAD LOAD CALCULATIONS
#
i wl i4 n
RAPID SHUTDOWN
DEVICES
„�..NEIGHT
1 •` { R
POINT•1D (483.8 LBS 21 ATTACHMENTS)
i m'n u
i
1 # A •` +i3111A 1R
• i 1 i' 1
► n i (ASCE+ ,
ANCHORPLACEMENT PARAMETERS
WIND PRESSURE
11=1 1=111121
MAX. ALLOWABL&-4
MAX. ANCHOR
ZONE
IL Sp
RAIL SPAN
C'.
a�
2n
DISTANCE a IS EQUAL TO 10% OF THE BUILDING'S LEAST HORIZONTAL DIMENSION ("LHD") OR 40%
OF THE MEAN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF THE LHD OR 3
FT. THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE ROOF
PLANES IN ACCORDANCE WITH GUIDANCE PROVIDED BY ASCE 7-16 FIGURES 30.3-2B-I.
a = MAX(MIN(0.4 * MEAN ROOF HEIGHT, 0.1 * LHD), 0.04 * LHD, 3 FT)
3A FT = MAX(MIN(0.4 * 12.0 FT, 0.1 * 33.8 FT), 0.04 ` 33.8 FT, 3 FT)
EDGE MODULES = DISTANCE TO ROOF EDGE < 2 * (AIR GAP + MODULE THICKNESS)
10.8IN=2*(4.0IN+1.38IN)
>
•
4
i
Ytttia4tfl[a��jr
west ��UEL RUfy ,b®g
No 88991 '
STATE OF , Q-,`
0 fi 0Rn6fiP,•°C�4 w`
THiS ITEfiAE BPck �?s�t.SG1SEa FHD S£McUY
REYf4 "1kNU£t a€�E DGIvAT£ IIN . hE Y 3.TE ADIirvC{p,(C
II HE DEA
",NTWWP 1E OS —,DOCUMENT RENOT
COO—EFM 11"EDA DAE t D AID THE
—ATUF£MUJ 9C. LNED ON ANY ELECTRIIf'i1C
Digitally signed
by Reyes Manuel
Ruiz Donate
Date:
2023.08.01
1 :11:3 - ' '
9LO-1019m
R WN
�BJMMAIXNIFA
PRING 4
UNIRAC NXT
HORIZON END CAP
COMP. SHINGLE
ROOFWG
— - - ROOF FRAMING SPACING
_w D
PV-6
UNIRAC NXT
HORIZON RAIL
MENTUMNUKIMM,
Is I 19"T 104011twim
I1VVt I Li Dvlf.IDJ
IF THERE IS ANY CONFLICT BETWEEN WHAT IS DEPICTED HERE AND INSTRUCTIONS
PROVIDED BY A MANUFACTURER, THE MANUFACTURER'S INSTRUCTIONS SHALL
SUPERCEDE,
UNIRAC NXT
HORIZON COMBO
CLAMP X UNIRAC NXT
PV MODULE HORIZON RAIL
UNIRAC---,',—,.—' )c UNIRAC NXT HORIZON
STRONGHOLD STRONGHOLD
RAIL CLAMP ATTACHMENT KIT
COMP, SHINGLE
ROOFING
ROOF UNDERLAYMENT - / '� \ " '\" ROOF FRAMING
ROOF DECKING
LAG/STRUCTURAL SCREW
EMBEDDED INTO ROOF FRAMING
UNIRAC
STRONGHOLD
RAIL CLAMP PV MODULE
UNIRAC NXT
HORIZON RAIL
�* I
STRONGHOLD
ATTACHMENT KIT
4--j
ROOF UNDERLAYMENT "'\/ /
ROOF DECKING— / "//
LAG/STRUCTURAL SCREW
ROOF FRAMING EMBEDDED INTO ROOF
FRAMING
�AD T�TACT�DET�AIULQNITUDINAL V4EW�
'IW IA
Vi
Ir
UE R
S
No 88991
STATE OF
1OR10
?N!Q TEEA kA BEEN DEN;, A— S WD AND 5DALLD Y
FLEY:S Z NLSNATE DEL THE DATE fELT
T. TEEE DEAL
EEINI I STAIDLES it 1.11 NDI.WIT ARE NOT
LON5EDEP.ED DANED AND SEALED AND THE
SG.,MRE M1RDR 51, VERIFIED ON ANI EL10NIC
Digitally signed
by Reyes Manuel
Ruiz Donate
Date: 2023.08.01
16:12:04 -04'00'
0
ffewwomm,
GENERAL
• •
l ! I • a 1. 1
Igo 6" A {
r. 1 f12
i
lI'
FOR PV ARRAYS OCCUPYING UP
► f 1. • �'.. • � =�. , 1 ••
f•i f� �# iay. 11 } �s 1IY1��
i
33% OF THE PLAN
VIEW !O�•. AREA,
k PATHWAY #Y
PROVIDED
ON EITHER SIDE OF + HORIZONTAL
•.p
ROOF ACES
PVT ARE DESIGNATED FOR FIRE
VENTILATION AND
ACCESS
NO
(; 1.5' WIDE SMOKE -VENTILATION SETBACK, PER FFPC
' l 11.12.2.22.2
PV MODULES INSTALLED ON ROOF WITH UNIRAC NXT
UMOUNT MOUNTING SYSTEM.
(; 3.0' WIDE SMOKE -VENTILATION SETBACK, PER FFPC
j 11.12.2.2.2.2
4 ROADWAY
ROOF ACCESS POINT
°J 3.0' WIDE FIRE ACCESS PATHWAY, PER FFPC
J 11.12.2,2.2.1
7 BUILDING IS 1-STORY, GROUP R3
•E
�a
`'%1114111"r
UEL
No 88991
STATE OF
rr`®r ' NA 4'061"
TWIS±TEIN, Nf5 aNN DIGIA10 IIGIIFFD AND SERI, D Y
REYES MANUEl0.(➢z DONATF ON IFIE DATE ONIACENT
TIT INE NEAL
PRINTED CGPPIFS OF TH15 DOCUMENT ARE NOT
OTD IDEAED SIGNED1ND5EA1EDANDTHE
NONATURE RAtIST BE YWIED ON ANY ECKIA NEC
Digitally signed
by Reyes Manuel
Ruiz Donate
p
2 0 * 5 4
Module efficiency
25years
30years
PER 'C PERC Cell Technology
Higher output power
Lower risk of micro -crack
klt!)
Positive tolerance offer
�Q!V
111] !ili i 1 111
VROU E PIZ= 191"A A il I on MIN111111 ii! El 1#1#
Integrated
Wire Management
Lower risk of hot spot
Better shading tolerance
IEC6121 5 IEC61730
UL61730 certificate
Certified for salt/ammonia
corrosion resistance
Lower LCOE
VSUN, a BNEF Tier-1 PV module manufacturer invested by Fuji Solar, has been committet'
io providing greener, cleaner and more intelligent renewable energy solutions. VSUN is
dedicated to bringing reliable, customized and high -efficient products into various
markets and customers worldwide
Electrical Characteristics at Standard Test Conclitions(STC)
Module Type VSUN415-132BMH VSUN410-142BMH VSUN405-1321l VSUN400-132BMH
Maximum Power - Pmax (W)
415
410
405
400
Open Circuit Voltage - Voc (V)
45.5
45.3
45.1
44.9
Short Circuit Current - 1sc (A)
11,57
11.5
11.42
11.35
Maximum Power Voltage - Vmpp (V)
37.6
37.4
37,2
37
Maximum Power Current - lmpp (A)
11.04
10.97
10.89
10.82
Module Efficiency
20,54%
20.29%
20,04%
19.80%
Standard Test Conditions (STC)- irradiance 1,000
W/m2; AM 1,5; module
temperature 25*C, Pmax Sorting : 0-5W. Measuring
Tolerance: ±3%.
Remark: Electrical data do not refer to a single module and they are not part of the offer. They only serve for comparison among different module types.
Electrical Characteristics with different rear side power gain(reference to 410 front)
Pmax(W) Voc (V)
Isc (A)
VmpP (V)
Impp (A)
Pmax gain
431 453
12,08
37.4
11.52
5%
451 45.3
12.65
37.4
12.07
1 W/0
492 45.4
13,80
37.30
13.16
20%
513 45.4
14.38
37.30
13.71
25%
Temperature Characteristics Maximum Ratings
NOCT
45'C(±2'C) Maximum System Voltage M
1500
Voltage Temperature Coefficient
-0,260/o/*C Series Fuse Rating [A]
20
Current Temperature Coefficient
+0.054%/'C Bifaciality
70%±10%
Power Temperature Coefficient
-0.32%/'C
Material Characteristics
Dimensions (L*W*H)
1928 x 1048 x 35mm / 75.91 x 41.26 x 1.38 inches
Weight
21,9kg / 48,28lbs
Frame
Black anodized aluminum profile
Front Glass
AR -Coating toughened glass, 3.2 mm
Cell Encapsulation Back
EVA or POE
Sheet
Transparent black -mesh backsheet
Cells
11 x12 pieces bifacial monocrystalline solar cells series strings
Junction Box
IP68, 3 diodes,
Cable&Connector Wire
Cable length 2400 mm, Staubli MC4 connector
Management
Wire management system fits 6.1-6.7 mm 00 wires including Solaredge
and Enphase Cables
Packaging
System Design
Dimensions (L*W*H)
19S0x112Sx1181mrn Temperature Range
-40 *C to + 85 *C
76.77*44.29*46,50 inches Withstanding Hail
Maximum diameter of 25 mm with
Container 20'
155
impact speed of 23 mls
Container 40'
744 Maximum Surface Load
5,400 Pa
Container 40'HC
744 Application class
class A
Note mun (inch)
FRONT VIEW
BACK VIEW
A -A
Frame
I I (OA3)
(0.24-0,26 inch)
30(t.18)
vdmgeN
420
350
"I
voi?
140
70
Revision d 2022-08-17
Technical data
Sunny Boy 10-US
Sunny Bay 3.8-US
208 V 240 V
208 V 240 V
Input(DC)
Max. PV power
4800 Wp
6144 Wp
Max. DC voltage
600 V
Rated MPP voltage range
155.480 V
195 - 480 V
MPPT operating voltage range
100 - 550 V
Min. DC voltage / start voltage
100 V / 125 V
Max. operating input current per MPPT
10 A
Max. short circuit current per MPPT
18 A
Plumber of MPPT tracker / string per MPPT tracker
2/1
Output (AC)
AC nominal power
3000 W 3000 W
3330 W 3840 W
Max. AC apparent power
3000 VA 3000 VA
3330 VA 3840 VA
Nominal voltage / adjustable
208 V / # 240 V / #
208 V / # 240 V / #
AC voltage range
183 - 229 V 211 - 264 V
183 - 229 V 211 - 264 V
AC grid frequency
60 Hz / 50 Hz
Max. output current
14,5 A 12.5 A
1 &0 A 16,0 A
Power factor (cos ¢J / harmonics
1 / < 4 %
Output phases / tine connections
1/2
Efficiency
Max. efficiency
97.2 % 97.6 %
97.3 % 97A %
CEC efficiency
96.0 % 96.5 %
96,5 % 96.5 %
Protection devices
DC disconnect device / DC reverse polarity protection
0/6
Ground fault monitoring / Grid monitoring
#
AC short circuit protection
e
Allpole sensitive residual current monitoring unit (RCMU)
#
Arc fault circuit Interrupter (AFCfj
0
Protection class / overvoltage category
I / IV
General data
Dimensions (W / H / D) in mm (in)
535 x 730 x 198 (21.1 x 28.5 x 7.8}
Packaging dimensions (W / H / D) in mm (in)
600 x 800 x 300 (23.6 x 31.5 x 1 1.8)
Weight / packaging weight
26 kg (57 lb) / 30 kg (66 lb)
Temperature range: operating / non -operating
-25IC .. +60°C / -40°C ...+60*C
Environmental protection rating
NEMA 3R
Noise emission (typical)
39 dB(A)
Internal power consumption at night
< 5 W
Topology / cooling concept
transformedess / convection
Features
Sunny Boy 5.0-US
Technical data
Sunny Bay 6.0•11S
Sunny Boy 7,0-US
Sunny Bay 7.7-US
208 V 240 V
208 V 240 V
208 V 240 V
208 V 240 V
Input (DC)
8000 Wp
Max. PV power
9600 Wp
1 1200 Wp
12320 Wp
Max. DC Voltage
600 V
220 - 480 V
Rated MPP Voltage range
220 - 480 V
245.480 V
270 - 480 V
MPPT operating voltage range
100 -- 550 V
Min. DC voltage / start voltage
100 V / 125 V
Max. operating input current per MPPT
10 A
Max. short circuit current per MPPT
18 A
3/1
Number of MPPT tracker / string per MPPT tracker
3/1
Output (AC)
5000 W 5000 W
AC nominal power
5200 W 6000 W
6660 W 7000 W
6660 W 7680 W
5000 VA 5000 VA
Max. AC apparent power
5200 VA 6000 VA
6660 VA 7000 VA
6660 VA 7680 VA
208 V / # 240 V / #
Nominal voltage / adjustable
208 V / # 240 V / #
208 V / # 240 V / #
208 V / # 240 V / #
183 - 229 V 211 - 264 V
AC voltage range
183 - 229 V 211 - 264 V
183 - 229 V 211 - 264 V
183 - 229 V 211 - 264 V
AC grid frequency
60 Hz / 50 Hz
24.0 A 21.0 A
Max. output current
25.0 A 25.0 A
32.0 A 29.2 A
32.0 A 32.0 A
Power factor (cos Q) / harmonics
1 / < 4 %
Output phases / line connections
1 / 2
Efficiency
97.3 % 97.6 %
Max. efficiency
97.3 % 97.7 %
97.3 % 97.9 %
97.3 % 97.5 %
96.5 % 97,0 %
CEC efficiency
96.5 % 97.0 %
96.5 % 97,0 %
96.5 % 97.0 %
Protection devices
DC disconnect device / DC reverse polarity protection
0/0
Ground fault monitoring / Grid monitoring
0
AC short circuit protection
#
A16pole sensitive residual current monitoring unit (RCMU)
#
Arc fault circuit interrupter (AFCI)
#
Protection class / overvoltoge category
I / IV
General data
Dimensions (W / H / D) in mm (in)
535 x 730 x 198 (21.1 x 28.5 x 7.81
Packaging Dimensions (W / H / D) in mm (in)
600 x 800 x 300 (23.6 x 31.5 x 11.8)
Weight / packaging weight
26 kg (57lb) / 30 k9 (66 lb)
Temperature range: operating / non -operating
-25°C ...+60°C / -40*C .. +60*C
Environmental protection rating
NEMA 3R
Ethernet ports 2
Secure Power Supply #
Display (2 x 16 characters) #
2.4 GHz WLAN / External WLAN antenna 0/0
ShadeFix technology for string level optimization #
Cellular (4G / 3G) / Revenue Grade Meter O/0
Warranty: 10 / 15 f 20 years * * " 0/0/0
Certificates and approvals UL 1741, UL 1741 SA incl. CA Rule 21 RSD, UL 1998, UL 16998 Ed, 1, IEEE1547, FCC Part 15 (Class A & B),
CAN/CSA V22.2 107,1-1, HECO Rule 14H, PV Rapid Shutdown System Equipment
0 Standard features 0 Optional features -Not available
NOTE: US inverters ship with gray ItcI& Data at nominal conditions *Not compatible with SunSpec shutdown devices **Standard in SBX,X-ITP-US-41
Type designation S83.0.1 SP-US-41 / SB3.0.1 TP-US-41 S83.8-1 SP-US-41 / S83.8-1 TP-US-41 S85,0-1 SP-US-41 / S85.0-I TP-US41
Accessories
External WEAN onie 5unSr sc Cehl6d Revenue Grade Ceq+,tar Modem Kit
lil
EXTANT.US-40 Rpid Shufd- Meter Kit CELLMODKIT-U5.16
Receivere 0 RGM05KITd1.& t Q ID
ID
*** Listed warranty terms are applicable in SMA-designated primary support
countries, including the U.S., Canada, and Mexico. Reduced terms or restrictions may
apply in other Americas regions and territories including the Pacific and Caribbean.
Noise emission (typical) 39 dB(A) 45 dB(A)
Internal power consumption at night < 5 W
Topology / cooling concept transformedess / convection transformertess / fan
Features
Ethernet ports 2
Secure Power Supply #"
Display (2 x 16 characters) #
2A GHz WLAN / External WLAN antenna 0/0
ShodeFix technology for string level optimization #
Cellular (4G / 3G) / Revenue Grade Meter 0/0**
Warranty: 10 / 15 / 20 years ° *" 0/0/0
Certificates and approvals UL 1741, UL 1741 SA ind, CA Rule 21 RSD, UL 1998, UL 16998 Ed. 1, IEEE1547, FCC Part 15 (Class A & B),
CAN/CSA V22.2 107.1.1, HECO Rule 14H, P`J Rapid Shutdown System Equipment
# Standard features o Optional features -Not available
NOTE: US inverters ship with gray rids. Data at nominal conditions *Not compatible with SunSpec shutdown devices $*Standard in SBX.X-1TP-US•41
Type designation SB6.0.1 SP-US-41 / S86.0.1TP-US-41 S87.0.1 SP-US-41 / S87.0.1 TNSU 41 SB7.7-1 SP-US-41 / S87.7.1TP-US-41
POWER+
The SMA Power+ Solution combines legendary SMA inverter
performance and SunSpec certified shutdown devices in one
cost-effective, comprehensive package. In addition, SMA
greater reliability than alternatives.
This rapidshutdownsolution
SunSpec Rapid Shutdown communication signal over DC wires,
making it the most simple and cost-effective rapid shutdown
solution on #'
Mks
FRap:d
"..E�rdow.r
f
B
0
Cost-effective Simple and robust
Safe and certified
Reduced risk
• Simple plug -and -play installation - Power line based communication
Certified and listed for
- Technical support from SMA's # I
No additional components certified for compatibility with
compliance to:
ranked service organization
necessary, reducing balance of the SunSpec signal for rapid
UL 1741 Rapid Shutdown
- Fully SunSpec certified solution
system costs shutdown
System Equipment
when paired with an SMA
- Shuts down PV module whenever
NEC 2017 69012(11)(2)
SunSpec certified inverter
SunSpec signal is interrupted
Module Level Shutdown
A
JMS-F SUNSPEC RAPID SHUMOWN DE"Y"ICE
The easy module level rapid shutdown solution
The SunSpec Certified Rapid Shutdown System (model JMS-F), available from SMA, is the most cost-effective and
reliable solution for fulfilling NEC 2017 module level shutdown requirements. The module -level device is certified for
compatibility with the SunSpec communication signal and SMA inverters, making compliance simple and easy. By
using the existing DC lines between the inverter and PV array for power line communications, installation and labor are
fewer internal components vs alternatives, resulting in greater lifetime reliability.
Input (DC)
Rated DC input power
Maximum PV module open circuit voltage
Minimum input voltage
Maximum continuous input current 1.
Maximum shorkircuit input current I�
Output (DC)
Output power range
Maximum output voltage
Standby output voltage
Maximum system voltage
Allowable series string connections
Mechanical
Dimensions L / W / H in mm (in)
Weight (including cables)
Input / output connector
Output wire length
Operating temperature range
Enclosure rating
Relative humidity
Features and compliance
Certification
Communication made
SunSpec Rapid Shutdown Communication Protocol
Rapid shutdown time
Warranty (contact SMA Service Line)
SunSpec certified SMA inverters
Type designation
SMA port number
Package quantity
0M
600 Wp
60V
Iov
15A
15A
OWto6OOW
60V
Iv
1500 v
6 to 30 JMS-F devices
89 x 88.5 x 23.1 (3.5 x 3.48 x 0.9)
0,95 Ib (435 9)
MCA
1.2 m
-40*Cto+75'C (-40'Fto+167'F)
Type 4X (as per UL 50E)
0% to 100%
UL 1741 Rapid Shutdown Equipment
Power Line Communication (PLC)
SunSpec certified
10 seconds
25 years
Sunny Boy US (SBx.x-I SP-US-4 1)
Sunny TripowerCOREI-US (STPxx-US-41)
PV MODULE
Nli S su�
DEVICE
SUNISPEC
CERTIFIED
r
PV INVERTER
i S� NNY
TRIPOWER
BOY
CORH
-- -- -----
SunSpec PLC Signal
for Rapid Shutdown
and DC
'C
_J
DC
11TIl'iTy GRID
PV
I RAND SHUTIJOWN
[Nf_T_'1ATC,R -SWITCH
VTTV1FXrAT"TTA*TLTA♦ All
JMS-F
119814-00.01
40
p e-- o% 'e— I r% r-, k—% % I � 0, . . I � I , A k elN 9 V� & 9 I-r-
1, %, , I I I I I a 1 1 p p L 1 1% 1
1 IN 1 1
,I A --L I tg A U I u u
v U L),
N 'XINK
STRONGHHON 0 - ATTAMPATNT KH
��J, gAwq3"
N w M YT G k R IN P-11"T"CUIN"IP
PUCE
NIX-1 umou, 11 DOING a.INLAI P
V4"W' MANAUEM-1,0NIT OPTRAS
M I I I w i N T , m L p L � i G C X A 5,4, P N, Tf U, m OU "N'll T w A N A GE, Ah E N T C 1, i P N X T 111,11, m 0 W-1, I, W W E R G -,vI T G,
pre-appliedThe
l flashing. Just peel the liner, place the attachment, and fasten it
a
t #ab
dependableand roof for a robust, # NXT UMOUNT" system, and you have a
highly reliable, easy -to -install system with integrated wire management.
KITTED WITH
ONE (1) S t RONGHOLD'- Butyl direct -to -deck
attachment vvith pre -applied butyl patch
(Extra patches for shimming available.)
TWO (2) screws for rafter installation
(Additional screws for direct -to -deck
applications available.)
ONE 1) NXT Frail Clamp
One-step Butyl application
Reliable waterproofing without messy sealant
Eliminate roof disturbance
Minimize labor
Open slot design for ease of rail connectivity with included
STRONGHOLD' NXT rail clamp
STRONGHOLD` Butyl combined with the NXT UNIOUNT system
make installation and wire management a breeze
UL Certified with NXT U OUNT
DUAL MOUNTING OPTIONS
Pre -attached butyl pad. Simply peel, stick, and fasten
with the two (2) included screws for ratter count
For direct -to -deck applications, additional decking screvrs
are available
ADDITIONAL BENEFITS
Mill and Dark Finishes
Option for extra crass -course butyl patches
Competitively priced with standard rafter attachments
UNMATCHED
CERTIFIED
EXPERIENCE
QUALITY
TECHNICAL SUPPORT
UNIRAC's technical support team is dedicated to answering
questions & addressing issues in real time. An online library
of documents Including engineering reports, stamped letters
and technical data sheets greatly simplifies your permitting
and project planning process.
X �R
BANKABLE
ENGINEERING
EXCELLENCE WARRANTY
CERTIFIED QUALITY PROVIDER
UNIRAC is the only Psi mounting vendor with ISO
certifications for 9001:2015,14001:2015 and OHSAS
18001:2007. which means we deliver the highest standards
for fit, form, and function, These certifications demonstrate our
excellence and commitment to first class business practices.
121001 Allis
O R I Mai&
BETTER SOLAR STARTS E
DESIGN PERMIT
TOOLS DOCUMENTATION
BANKABLE WARRANTY
Don't leave your project to chance, UNIRAC has the
financial strength to back our products and reduce your
risk. Have peace of mind knowing you are receiving
products of exceptional quality. STRONGHOLD" products
are covered by a twenty five (25) year limited product
warranty,