HomeMy WebLinkAbout22-37965335 Eighth Street
Phone: 780-0020
a780-0021
a • «
* #",
Issue Date: 03/23/2022
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.
O OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PE IT OFFICE
]"ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR
c, CARD
, NOTICE RREQUIRED
PROTECT
O
7627 Broad Pointe
11
Zii0i 1I S
Phone: (708) y
a, e
City
1?k i �S0. S ) 1ti1
}
5335 Eighth Street`',
ephyrhills; FL 33542
Rhone: (313) 780`0020
Fax: (313) 730-0021
Issue mate: 03/23/2022
Permit Type: Electric service RepiacemenVM
Class of Work: Add/Alter Residential
Building Valuation: $0.00
Electrical Valuation: $46,339,11
Mechanical Valuatlor
Plumbing Valuation:
Total Valuation: $46,339.11
Total Fees: $271.70
Amount Paid: $271 YO
Gate Paid: 3/23/2022 3:54:34AM $'
I
KE
. s♦
! • 0A R
jencies or federal agencies.
Mai In �4�1 MV79
bqf6rp�ecordlng your notice of commencement."
Complete Plans, Specificatioii�j add fee Must Accompany Application. All work shall be performed in
accordance with Oi�y Codes and Ordinancet. NO OCCUPANCY BEFORE C.O.
/N* OCCUPANCY BEFORE C.O.
zfiT OFFICE()
PERMIT
R :i11' EXPIRES
11YM . MONTHS APPROVED
,llk..Iir"'i1M., ° .. INSPECTION
t..,
CALL FOR INSPECTION 8 HOUR NOTICE REQUIRED
PROTECT
4. Mkt. CARD FROM WE
:,
813-780-0020
Fax-813-780-0021
Date Received Phone Contact for Pormitfin t-% --So!5 LQ 2-0-(C-)
Owner's Name t1tt =_ Owner Phone Number
Owner's Address Owner Phone Number
Fee SimpleTtilleholder Name Owner Phone Number
Fee Simple Titleholder Address
Milli
City of Zephyrhills Permit Application
Building Department
iORTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED RNEW CONSTR F-1 ADDIALT = SIGN DEMOLISH , INSTALL E:] REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE = SQFOOTAGE= HEIGHT E=
x XX W x x x k x V'V'CVk cv-k X-C x 9-WA-VA x EVAIF-Cluc C x x It'lu-C -4 X X-1E x IrvWx'' 1r'WXx VIE lux-1 C'X)rx I
=BUILDING E= VALUATION OF TOTAL CONSTRUGTION
=ELECTRICAL AMP SERVICE % \ PROGRESS ENERGY W,R,E,C.
44 Le Is 1R.—
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY E
SIGNATURE REGISTERED ;;; FEE o.RREN���
Address License
ELECFRIC&AIV COMPANY Z
SIGNATURE REGISTERED Y/NFjr'EE CURREN Y
Address License
PLUMBER �� COMPANY E
SIGNATURE REGISTERED �FEE CUUR.NYIN
��
Address License #
MECHANICAL COMPANY
SIGNATURE REGLSTPRED
Address License #
OTHER COMPANY E
SIGNATURE REGISTERED ;Y;=FF=r..11paN;;�:=
Address License WE=----==
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans cy Sift Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R_O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Slit Fence installed,
Sanitary Facilities & 1 clumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans,
—'PROPERTY SURVEY required for all NEW construction,
Directions;
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
.. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Remote if shingles Sewers Service Upgrades A/C Fences (Plot/Survey(Footage)
Driveways -Not over Counter if on public roadways -needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restriction" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSISILI71ES: If the owner has hired a contractor or contrartors to undertake work, they
may be required to be licensed in accordance with state., and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division --Licensing section at 727-847- 8009.
Furthermore, If the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block" of this
application for which they wlit 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 IMPACTIUMILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be Identified at the time of permitting. It Is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance, Furthermore, If Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in rdance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,600.00 or more, I certify that 1, the applicant,
have been provided with a ropy of the 'Florida Construction Lien Law —Homeowners Protection Guide' prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant Is someone other than the 'owner, I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTORWOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to Issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations In the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be In compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
- Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses.
- Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority -Runways,
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V' unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume' will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone 'A' in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall,
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise In good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension, if work ceases for ninety (90) consecutive days, the job is considered
abandoned.
ISS
sm
islare personally known to Me or haSihave Prodi.
i > as identification,
'A % kT) — 0 ��a — 21—>- — --S � \ — 0
` 'Xbtary Public
Commission
_13
Naive of NotaiDoyped, printed or stamped
TARA N. DEVAULT
1"FX, Commission# HH 143159
Expires June 22,2025
Besides Thal Troy Fain kasurtince 80i)3W7019
zonally known to me or has/have produced
as identification.
7-T,a
atary Public
Commission No
Name ofl\k:(RIA;9d, printed ar stamped
TARA N. DEVAULT
Commission# HH 11069
�e,4y Expires June 22, 2025
%tw;� , Be" Ttn Troy Fein Insurance 800385-7019
INSTR#2022050191 OR BK10661 PG3514 P,geiofl
03/0212022 08:04 AM Rept 2423419 Rec: 10,00 D& O00 IT: 0.00
Nikki Alvarez-Sowles, Esq,, Pasco County Clerk& Comptroller
Permit Number
Parcel ID Number 35-25-21-0160-01100-0290
NOTICE OF COMMENCEMENT
State of Florida
Florida Statutes, the fdWrIg information Is provided In this t4ovr.E oF commEmCEMENf.
1I.Descripffon of property (legal doscription)- ZEPHYR LAKES SUBDIVISION PHASS Q PB 84 PG 82 BLOCK I I LOT 29
. .. .. . .....
a) Street Uab) Address: 7627 BROAD POINTE DRIVE, ZEPHYRHILLS, FL 33540
2-Ganeral description of Improvements., Roof Mounted solar PV System
3.Owner Information or Lessee Information If the Lessee contracted for the Imism"mant:
a) Name and address: CANDIDO CYNTHIA 0 ADAM5 &HERNANDEZ ANGEL M A7627 BROAD POINTE DRZEPHYRHILLS. FL 33540
b) Name and address of fee simple Weholder (if different than Owner listed above) .. . .... ...
C) interest In property.
4.Contractor Information
a) Name and addrm: Green Energy Solutions 4908 Denver Street Tamps Florida 33619
b) TeJephone No.i- 4480- Fa"'v-'N plio"-na1)"-'
53urety fit applicable, a oDpy 4 payment bond Is attached)
a) Name and address:
b) Telephone No.,
0 Amount of Bond;
& Lender
ACT,
LETTER OF AUT"ORIZATION
C OU P A N Y (QUA
2-Q
too',11-USS, 0, -- TRADIS --- \11.1,11-111
c , "( h0f0by ,44,NVftW, VTO *0 a+A�tums6no 0eve""Oot t'C7 amo& k , c hamt
pem'wmm-s' tr" As* 0; 01.9 ax ago" to sear* POMW 6w
eo'gpultod Qwvwmn'#c'qKVm uudw tho, cvrilWany I qu*Wy on VNM d*ajWWMM
I amdowstar4f NOW we, quVillow, I tak* fW4 mpambAle hp, awk aw*waved urwdw #w pwrimma and *4 "o* ka ftc�
bo
Y TV%, wowd' tor loho pmmioct' ""o"kaveAd, ao_ FWAS,
Thm"m kw am poom"wrts, unt"d Ar am^ by, f0ho qu%gow"',
penuirs mum is* snows wt Toot mm"w"zop omms"T mt"v 00, Tfffr,
ISUILINNO OFFICIAL on Hfs of
T'"m 110SIMM"trul" most OtAo Tme otorkflMo wCUATOME OF Tot tACCUSK MWOM
2-1 7, 00740077007"77
STATE Of_ s4nauoo Of OU'Amief,
COUNTY OF
CANX,
Th fevo �"UqNg 01,40-1 WrIt tw 03 744a k wo rA
by who 4 p"'Soy alty k"nowA 1cl aw aw tax PN\
.. . .. . ...
ANGEL AL.ARD
NEW GRID -INTERACTIVE PHOTOVOLTAIC SYSTE ti r
A50E DELAYER y. ROE ?—'r, 4
SITE
��33 p--�_q€..'...}_._ 5� �P�'_..... '.i RD OR6 OA 33519,tWtTE65TATr4
SI f MAP (3 `a 5.S) I ENGINEER OF RECORD !
SYSTEM DETAILS
a
oescnlnrrON NEw cRio-INrEancrrvc PHa�ovou-n;c
SYSTEM WIiN (4O BATTERY SfCRAGE
D£RA?PIG OF SXSYEM, SYSTE;.t SZE,tD.W-ifW DG STC § f !
I
AC MTING OF SYSTEM 7.25 ION
AC GUTP'T CUwzENr =0.25A
OOF 2
NO, OF MODULES 2EEC ALPHA REC490AR PURE BL
w R
SOLAR MOOVL1
zA
- 18" SETBACK
NO, OF SNVERTERS l 1 [ C7
25}ENPHk EU4 LJ C-USMICROIN'JERTe2S ---- L/ i g" V,
`
POINT OF CONNECTION BAC:cF ED SREAKEk [h THE M'SP i ROOF 2 � �. r'"1 W
Roar — u-
ARRAY STRINGING "`) BRAEYfH bf 13 MODUtE�v (,(- {
{1) SPAN- OF 12 FRONT E5 j
'J ( CL C6
1
VICINITY MAP
ff'EfrSAE,.7, _. . _ icc
PV ARRAY I � � � � cvz fa ASHFAE
z i
CL
ASH RhE ROUeyc HiGIi OW ' l' -
GND SNOW LOAD r ---- ( '^+•
( W?ND SPEED "- GNP - (ASCE T 16)
R[JC GTEGORy
( VOIN6 EXPOSURE CP EGORY 8 __� __y
GOVERNING CODES � � � (E) METER MAIN COMBO
OUTSIDE HOUSE J
FLCEUDA RE iDENIAL CODE IFH ELATION 2f120I RC
FWRIDAHUItQiNCr QOOE, TTfi EEYTtON 202U BC W
i b_CRiDAP2 PRF. R wODa, 71i{ E�LJITSON 27Z6 (PYPC) -- ----- Q! f ( S !
NATEOhA' LEG RIG CODE, NEC 26tT C,O€YE 960K, NfPA ZD
�;a— n —
4sFLOW
INDEX
_ �T ;
_ }p �A _
L/ i\1 V E V V Yl I D' 3 �,� „ � PcftM4T DEVELOPER
SHEET NO. HiE2i"hPflr='
rA-00 SITE MAP&VICINNft, P-
A-01 ROOF PLAN A PAODULE 46`-5" i D TE 09l J2629,
ARVAY�Y�T BROAD FOINTE Di ��D i T
5-b2 STRU�UWA ATTkCY.MENT 6F.TAiL. £ —
E-Gt ELECTRICAL LINE DfAGRAM T REVIEWER
E-M VARING CALCULA IONS
SIIEE NAME !
G-aa sysTEravtsE;_ING
as a' MaDutEoaTnsREEr SITE MAP &
;
D -o2 WYERTER DAT ASHEIR
VICINITY MAP
C5S-49 COMBINED BOX OATA5HEET
DS-Oh RACKING CRTAffCET ! ( S" ;L. "=F SHEET NUMEFft
__._
65-OB ATi ACHMENT CATASi'tEET A-00 —.- J.....
a
M - ODULE TYPE, DIMENSIONS 8,"VVEIGHIT
NUMBER OF MODULES = 25 MODULES
MODULE TYPE = REC ALPHA REC400AA PURE BLACK SOLAR
MODULES
WEIGHT = 45 LES 120.5 KG,
MODULE DIMENSIONS = 71 7X40"= 19,92 SF
NUMBER OF INVERTER - 25 MICROINVERTERS
INVERTER TYPE = ENPHASE n7PLUS-2-US MICROINVERTERS
DO SYSTEM SIZE: I 0= KW
AD SYSTEM SIZE 7,25 KW
(E) BACK- YARD
ROOF ACCESS POINT
ffillffillom
ROOF 3 \A,
0
0
0 A
0
1 E,
0
(E) f PONT YARD
NOTES:
1, LOCATION OF JUNCTION BOX(ES), AC
DISCONNECTS(S), AC COMBINER PANELIS),
AND OTHER ELECTRICAL EQUIPMENT(S)
RELEVANT TO PY INSTAL LAflON SUBJEC,
CHANGE. BASED ON SITE CONDIT@ONS,
2, SETBACKS AT RIDGES CAN BE REDUCED TO
18 iNCHIES !N COMPLIANCE WITH, FBC A 324,6.2-
TOTAL PLAN `VIEW AREA = 1883,28 SOFT
TOTAL PV AREA = 25(71,7 IN'00 IN)1(144 !N'2)
� 497.92 SQ17
(497,92 SQL U 188328 SQFTN0Q = 26,44 V,
T07 AL W/ AREA POPULATES 26.44 % OF 7 07. AL
PLAN VIEW AREA AND IS WITHIN I HE 33M,
REQUIREMENT.
ROOF ACCESS POINT
GENERAL INSTALLATION PLAN NOTES:
1) ROOF ATTACHMENTS TO RAFTERS/TRUSSES SHALL BE INSTALLED
AS SHOWN IN SHEET 5-01 AND AS FOLLOWS FOR EACH WIND
ZONE-.
WIND ZONE 1: MAX SPAN 4'-O*'O.C.
FIORI "33619, MMDSIiVfl�
WIND ZONE 2: MAX SPAN 4'-O'O�C.
WIND ZONE 3: MAX SPAN Z-0"O.0,
2) EXISTING RESIDENTIAL BUILDING ROOF VATH MEAN ROOF
HEIGHT 15 FT AND 2"x4"WOOD ROOF RAFTERS[TRUSSES
SPACED 24" D.C.
CONTRACTOR TO FIELD VERIFY AND SHALL REPORT TO THE
ENGINEER IF ANY DISCREPANCIES EXIST BETWEEN PLANS
AND IN FIELD CONDITIONS.
I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN
COMPLIANCE WITH FBC! RESIDENTIAL CHAPTER &BUILDING
STRUCTURE WILL SAFELY ACCOMMODATE LATERAL AND UPLIFT
WIND LOADS, AND EQUIPMENT DEAD LOADS,
a,
LLB M
-
LL
0
N
Lij
>_
V
ands by Vin—it
SO
�f,A,,
'Cr 86DE
"'n'g DiRt.1 Opit— d Da"
i
C'4 LU
isr
L'un,,dpksf this a-1 —L." not
�igml, t b—ified anamy
'A
//Ajll 110%
Digitally signed by
PV ARRAY E-w 42r2Of 23
vin'sritm..' vsnen
STRUCTURAL ONLY
Date: 2022,02,12
10:27,41 -08'0(Y
(E) METER MAIN COMBO
(OUTSIDE HOUSE)
(N) AC DISCONNECT
(NON -FUSIBLE)
(N) COMBINER PANEL
(N) CONDUIT RUN
PER MlT DEVELOPER
-S H- HE N_ -A-M
— — — ------------------- -
ROOF PLAN
& MODULES
A-01
R0101F DESCRIIPTIIIOIN�
ffZOOF 411
MODULES - 13
ROOF TILT - 21 .08'
ROOF AZIMUTH - 90'
TRUSSES SIZE - 2"X4- @ 24" O.C.
NOR=
MODULES -2
ROOF TILT - 21.63'
ROOF AZIMUTH - 360'
TRUSSES SIZE - 2'X4" @ 24" O.C.
—551-111,
��- ROOF #1
uzsm
MODULES -5
ROOF TILT - 20L90'
ROOF AZIMUTH - 270'
TRUSSES SIZE - 2"X4"@ 24" O.C.
0% G—E 0,
E.p..8 812023 STRUCTY9 0FkLY
ism=
MODULES -2
ROOF TILT - 21.44'
ROOF AZIMUTH - 270'
TRUSSES SIZE - 2"X4' @ 24" O.C.
llkvats It., b—
.od —fed by Vin—t M
.g. Ditftal sipot., -d Da,
Printed copont of this do—t art not
o,id—d oigd and -J,d and fin,
b,;fi,d —y
el-troroc cnpi
Digitally,igned by
Vit,.M SX-m—em
Date: 2022.02.32
10,2731-08'00'
aws"
MODULES -03
ROOF TILT - 20. IS'
ROOF AZIMUTH - 180'
TRUSSES SIZE - 2"X4" @ 24" D.C.
77
0
'a 67
oll
El
— ---------- 39'-8" -Q;WZ ROOF #4 2T-l"
RO—OF-03 RODF#5
WIND LOAD INFORMATIDD,
THRS SYSTE"NA HAS BEEN DESIGN -11, TO, MEET
THE REQUIREMENTS OF THE 7rH ED[ FION OP
THE FLORIDA BUILDING CODF AND USED
THE FOLLOWING DESiGN PAPAMETERS
ULTIMATEVVIND SPEED, 140 MPH
EXPOSURE CATEGORY: B
RISK CATEGORY It
MEAN ROOF HEIGHT: 15,
ROOF SLOPE. 20'-27'
BOM
SPLICE BAR
= 4
UNIRAC FLASHLOC
UNIRAO MIDS CLAMPS
UNIRAC END C-APS—,-1=48
UNIRAC GROUND LUGS
REC ALPHA REC400AA PURE BLACKI
= 25
SOLAR MODULES
ENPHASE IQ7PLUS-72-2-US 1
= 25
150A BREAKER
20ABREAKERS
2
ENPHASE COMBINER BOX
LEGENDS
I E/�] - FIRE SETBACK
o [I - VENT, AITr_ FAN
(ROOF OBSTRUCTION)
PV ROOF ATTACHMENT
RAILS
RAFTERS / TRUSSES
METAL SEAM
WIND ZONE I
WIND ZONE I
WIND ZONE V
WIND ZONE 2
WIND ZONE (2)
WIND ZONE (2r)
WIND ZONE (29)
-WIND ZONE (2n)
WIND ZQN23
WIND ZONE (3)
WIND ZONE (3r)
WIND ZONE (3e)
MCA"
GR- EN,
M)
D-1, T,
RONDA 3a6� l 9, UN ITIDSTATI
qEa5R_D____j i
LU
Z
< LL
CL C6
<
0
UJ
05
< 04 UJ
F_
PERMIDEVELOPER
SHEET NAME
ARRAY
LAYOUT
SHEET NUMBER
S-01
PHOTOVOLTAIC MODULE GENERAL "'cAL SOT S-
1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE 7Ch ED. & ASCE 7-16
MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER NDS(2012)
REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A
WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
3, ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE
RESIDENTIAL ROOFS. CONSIDERING FROM A 7` TO A MAXIMUM 27° (2/12 TO A
MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL NOT
EXCEED 30'-0" MEAN ROOF HEIGHT,
4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511.
5, THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO
MANUFACTURERS' MANUAL FOR ALL ARCHITECTURAL, MECHAN€CAL,
ELECTRICAL, AND SOLAR SPECS.
& ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS
OTHERWISE NOTED,
7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED.
8. ALL RAILING AND MODULES SHALL BE INSTALLED PER
MANUFACTURERS' INSTRUCTIONS.
9. I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE
WITH FBC:BUILDING CHAPTER 16 AND FBC:RESIDENTIAL CHAPTER 3.
BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED
WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS.
UNIRAC (SCLARMOUNT)
UNIRAC (F HLOC)
UNIRAC (SOLARMOUNT) --.-
UNI C (F HLOC)
Thie item haxbern electronically signed
and sealed by Vincent Aiwumi• —n
.kiYg a Digitsi Sig-t,- add D.te,
Printed.pies oP this do--tare-t
,—id ... d signed and seated and the
aigsetare —t be verified - any
Digitally signed by
Vincent (Vwumvancza
Date: 2022 02.12
t 0:27:21.-08'00'
STRUCTURAL ATTACHMENT DETAILS
5j16"X4" STAINLESS
EEL LAC SCREW
r,
CONirl T Sk3)69kK9Rfl0
iX18 DINNER STI?€6T, TAMPfy
FC6fttDk s 6i9, ltfl?E65TAT�
EN< f.— OF REC-
f_
i
o
0
a ( tU M
ti
0
<
0
UJ IZ
2: n
Zo Nr-
o
PERMIT DEVELOPER tt
6HTE I 69Jiir�EL2 I�
��NEf2T— OVY 1
R_VIEWER i
SHEET NAME —,
STRUCTURAL
ATTACHMENT
DETAILS
3"EET NUMBER
QUIPMENl SPEC HCAT IONS
�
C,ON )8Al CHMULE,
is 5 r £if tJ 5t C S
P
,L
3;.. I" i, .c.ti
Tse &rt cl „
+. t ; aiZ
O Gi- ENERGY > , rT r t 13C P"
�✓
t:l
_-
M66ULE3 R la R ,dl#tRhfl'URE FLACK SCtr+p. MOWLEsi`
— -----
ENP4ASE 45 GA.LES,(2) ffl 2 AWG THWN2,(1) V8 AWG THWI 2(G)
----17
x r ur tr c vu r rr ✓
a P U S S'T { 'fivFEStJ E Crct p F ✓J lU MIA. v
k�
(q
ttiVEft ER E aYi EIC?Pt AnttAoaty'-KiEaS
E
.._—
5+ f{^.kt0 AWC3 TY4N } (2 #iSI ANJG s iI'V COND4i7 RUN
NNNi 3.2 i'N14 AbVG HVJh-T'G
CD C C' t Ft : E F+Pi .;=1 I t.'..L 8 0LI
^IFt s +;
JUNCTION BOX 6QOVNEA,tA3.UL LISTED
0 'I3DAB AWG iNWY2 t N),L)#10 ANG 1tiWN1(G}
EN3J4'CONOUtTRUN
7 P S
iffCE in try C FMP fA%CE I'V., r€ S,2 r PANEL G4„. rR.:
CGRih i f813)E6M1i-'+ELJ
1-co-
O f n ITE rnrnaA,
�....c)
___ .__ -
If3p18AVVG
�
(.., I>f ;-Cv4 u-
�
_ iY�SlILARARIlAY(lKG0KW-DCSTC)
J
COMBINER PANEL 125A ENPHAS'. 10 00M6iNER
TFH,V 2(ii L2,N),{}910 kVVCTHWU-2(G)
I', MWCONDUr RUNJ
r -_ _ — ----_ -
ENGIYEeP 3FAE"CR�
ACt3ESC0'vNEC Piz SYSTEM DISCONNECT (NOU .ISBt.E'
it
8_—
PNtNTERC()hMDCTN0N BACKFEEa BREAKER IN THE t-0SP
.. - -
(25) REC ALPHA 4EC400AA PURE BACK
SOLAR MODULES
METER WAIN COMBO A)U TSfaF GARAGE;
S
_
i
f(i) BRANCH (JF 13 MODULES
l�5
�(1) BRANCH OF 12 MODULES I
1-1 ED
__
h C*3
Cal 0
i
<a
I
r
CtS �
ELI
4
i2G/ RULE
k1`7Li I`/
INTERCONNECTION
-NEC 70(Ej(2 'sb)
EEO+SUEAR BA KFeEL' 1 10UTTfly
i
G1R10 7
(� 3
J
{N AC
ELS FATiNGr.2e%
25o4A
t��J
i C9N LLt
I N
BTINRE SEAL
ILITY
s (Qt;'StDE HOUSE) t
L2 U
...
--
WW
Z4 EMA AM.
L. SC
Ul, UeTC D
PWYEE 2(s)MAIE O, 141.
_ i=
!s2 _
(UUTstoc RCUSE)OUSe)
r' .
'
...E
9Ea t✓Nw sRUaEtErz
,.
I
i
-21
PERMIT' DEVELOP ftEftE
",
1+%q{';
'—•
_
-Z6ACKFEcA b t
-. t2 BREAKER _
D6SkaNEa 4 CFH
w_
rre
�`—
r
e
zxk.-
l
SHEET auME ..-•
c
--
_
GRouNatN G
ELECTRICAL
- -
-
-
nW
. This Itemha'Escendect_d d S,
C}OmtCtg4A as,nnA aay c�v y'
and sealed 6v 6ar� nViiiaruei Irq
LINE DIAGRAM
.
o IngoA
`✓lllaruel:AO14ifl,rdl mrzmai000xiaot f7EpE al Sr s Ee and ae. Printed `
N a
._ ..-..�
>3f.RC'r88:LL9+bJ613 Cugie3 �tahfadxurtelrtare,
66Ctfl0617T€3SCotE zdzz czn slEnauere rTu be enfied a7 anyd 6;e
588CQt}67 f>26d tvae-at;.oa'oo'
SHEET NUMBER
a 6
de,,i nlcs ccEfes.
ELL c"rRI` A.L (.., AL,C1..)i.f'TIi.ii`` SI
(A) BEFORE ICE COMBINER PANEL
ANffiIENT TENWERATURE = 33'C
CONDUIT INSTALLED AT DISTANCE OF 7/8 INCHES ABOVE ROOF .....NEC 310.15(B)(3)(C)
TEMPERATURE DERATE FACTOR - 0.96 ...NEC 310.15(13)(2)(a)
GROUPING FACTOR - 0.8..,NEC 310.15(B)(3)(a)
CONDUCTOR AMPACITY
= (INV O/P CURRENT) s 1,25 / A.T.F / G.F ... C 690.8(P)
=[(13x1.21)x1.25]/0.96/O.8
= 25,6 A
SELECTED CONDUCTOR - #10TI1 GVN-2 ...NEC 310.15(B)(16)
(B) AFTE.Ii IQCOMRINER PANEL,
TEMPERATURE DEiiATE FACTOR TOR - 0.96
GROUPING FACTOR - I
CONDUCTOR AMPACITY
-(TOTAL INV O/P CURRENT) x 1.25 / O.96 / 1 _NEC: 690.8(I3)
=[(25X 1.21) x 1.25] /0.96 / 1
=39.39 A
SELECTED CONDUCTOR -#8 TF[WN-2 ...NEC 3I0,15(P)(16)
,j I'xti- 1 ,'ER CI,1sRE I' PRl a EC w" ON ..NEC 690.9(B)
=TOTAL INVERTER O/P CURRENT x 125
=(25 x 1.21) x 1,25 = 37.81 A
SELECTED OCPD = 40A
SELECTED EQUIPMENT GROUND CONDUCTOR (EGQ = #10 TI N-2 ... NEC 250.122(A)
Domingo ^ysio�edfy
D 91A
VIIlaruel.A01410 V6tar &Aa 10Doa000-
D00000177F3BC 1nF38E5¢80oo161M
588C4001626D Dice:aozz.cz.:r
16463.9 ✓lAb(Y
ELECTRICAL NOTES
1. ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND
LABELED FOR ITS APPLICATION.
2. ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90
DEGREE C WET ENVIRONMENT.THE TERMINALS ARE RATED FOR
75 DEGREE C.
3. CONDUCTOR TERMINATION AND SPLICING AS PER NEC 110.14
4. WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS
SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS
POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY,
5. WORKING CLEARANCES AROUND ALL NEW AND EXISTING
ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26,
6. DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.
CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS,
SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE
CODES AND STANDARDS.
7. WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS
ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM
ACCORDINGLY,
8, ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED
AND READILY VISIBLE,
9. MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE
FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION-
10. MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER
G.E.C. VIA WEER LUG OR. ILSCO GBL-4DBT LAY -IN LUG.
11. THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE,
12. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL
PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE
ENTRANCE,
13, MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.
14. RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
15. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS
SUNLIGHT RESISTANT PER NEC ARTICLE 300.E (C) (1) AND ARTICLE
310.10 (D).
16. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE
FOR USE IN WET LOCATIONS PER NEC ARTICLE 310.10 (C).
���
a
,A,E
'ppfC OF1a.r \��F':
E FIftE3 �Z...
#t,3 (i2`i•'139 C7eaC Ic:L"Ot}#w�#yy 6tWd
DtDigital
Siza Gcnu+wofe. p, ius^r3a
gftal 9mnat reand t . wt
copsesoedt ipeda,d arenot
consrdered signed antl sealed and the
sf Fgora aw"ass mnda7 an arry
e tronica
MODULE SPECIFICATION
_
MODEL NO, IREC400AA PURE
BLACK
PEAK POWER _ 140OW
RATED CURRENT (Imp )
OPEN CIRCUIT VOLTAGE (Voc)
SHORT CIRCt1IT Ci RRENT (Isc}
48 8 V
zD z0-A -----
)--� INVERTER SPECIFICATIONS ----
MANUFACTURER
IENPHASE
_
MODEL NO,
IQ7PLUS.72_2_US
MAX DC INPUT VOLTAGE
60 V
MAX OUTPUT
-u
C OOOWER VOLTAGE
-- 4
NOMINAL AC OUTPUT CURRENT
_
L21 A
CGNTAa �8 3i ba i889
29nfi DINNER S[ftEE( AMPA,
auram Jae rvrrEo srAn�e
ENGINEEP. CF ftEcok�
I
I
01
emsLL
m
i
i
z ,
z '
1 -.._
FIERMiT DEVELOPER
�Dare � vs+r_czz
ESI NER -� 09H
rzEn=wE-
SHEET NAME
WIRING --I
CALCULATIONS
- -- -- --
SHEET Nt1MBER
__ E-0
LDO NOT TOUCH TERKNAS 1 TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
LABEL 10-CATIOW
Ammoomiic—T, POINT OF INTERCONNECTION,
CONGINER PANEL
(PER CODE: NEC 690. 13{IN)
e-= ePOWEERSOUEPC Ma
m
LABEL LOCATION:
CONDL IT RUNWAY
(PER CODE: NEC690.31(G)(3)Bi))
LABEL LOCATION:
MAIN SERVICE DISCONNECT
(NEC 715.12(13)(3-4) & NEC ISOES)
ADHESIVE FASTENED SIGNS'
ANSI 7535,4-2 11 PRODUCT SAFETYSIGN8 AND LABELS, PROVIDES
0,K)ELINES FOR SUITABLE FONT SIZES, WORDS, COLORS, SYMBOLS, AND
L CATKB REQUIREMENTS FOR LASELS, NEC 110.21BN(1)
iHELASFL SH�ILREOFSUFFI.IE47DURABI�JTY—,C',IIT4TAN'7THP
ENVIRONMENT INVOLVED. NEC 1112CS)(3)
,.,B
_NS FASTENED SIGNS MAY BE ACS7 ARLSIFIROPF—
AGHERFD. VINYL SIGNS SHALL BE wEA.TrERBEiAA-AN-r IFC 601.11.1 -S
LABEL LOCATION:
AC DISCONNECT, INVERTER
CODE: NEC 690,54)
LABEL LQqATION
POINT OF INTERCONNECTION, MAIN SERVICE DISCONNECT
(PER CODE, nEC 705,12 (6)(2)(,B
[N.t,InI—vd if p—lbond is rtzmmd-t is than N— .1, —MR -AtioO,
Of .4 —u—t de ices sRpplpg it]
LABEL LOCALPN
OCIVIBINER PANEL, AC DISCONNECT
(PER CODE: NEC 690.52)
EAHEL 7-
L'ICATIT AC DISCONNECT, OR DISCONNECT, POINT OF
INTERCONNECTION
(PER CODE: NEC 690.56(CICN)
mm-
fFC 6051"311) & 690.56(Q(!)(a) Label for FS/Systems that
Shut down the array and the conductors leaving the allay
Do.i.go A DS I q—b"D—mN,
I
VillarueLA0141GOO , "Or, —117F
0000 177F3BC5SSC0`G—xcaoess2fn
001626D
0
G Mill
SIATE OF
E.XPI
TIrD It,— Gas an dettrunEcafh tlgned
and sGB&d I
IIRM I'll, "I'll and SN.IB", rS
.1%1�11 bits drOc—dare "Of
NIrmiclFred %ed arsf NS,Ld and the
=e 3
MIS b-SrifiSd . aFy
m LAPSES.
I F." .SjF,,—SO, ITATE5
� ENGINEER Of kECORO
LU
to
Of
"T
AE:111
PENvR DEVELUFtK
bnTE 0,1 111=2
DESIGNER OPH
11FET NAM
E
SYSTEM
LABELING
F SHEET NUMBER
L ....... E - -03
81,
-' EtSCIS'l5 L#3#Tk
Pr ;cx
G>if :RECv..sx
APare 81.k
�95 Mrf
cn ..AA
u.,._._
6
CcRtIFICkTtC'NS
+iJARftAN; `/
,,5tar.*.erd:� REC^ricivs
Yr
': LiiW ttssHT EEHA;+3Jitii
t 1
f
conru:.r-teia>ec3�aar j
49050E ftEET, TARIPA,
FLf}PIOA 3'3fai'u', 1H, UItlITf 65TATE5
F.NGiNEER 6F RECDRD
SHEET NUMBER
D -01 ._l
Enphase iC 7 and IQ 7+ Microinveqws
—rop—UT FAM —for
lQ7 0 2-Us 9072- 2-US
im't ,h"O. pt"'p-I-
M�
35 SW
P Ills"s 6e
D,
411
1 2 _ V v
11 6, v V
2Y;
En
Vie he�h sl-narl 9i,_le_3ciy
phase
nd k-1
W
A
0 7 and IQ 7+
e
opchlevlfq, t�1c higairsesl �,'Ysu,n effinelici
OUTPUT DKfA �Aex
- I - - ___ 111 . ...... - - ----
i MN11-m—W 90 7�
....... .. ....
Mcro-rters
"Aihwe
atOphe i() sy�IC�T�, r 0 1.. �cl
�G�V i
/+ Wc,llmlvci"'_r,3 �nie(mwe the Enge,ase
�Q E11101/", 10 al-ldfl'E: Fnphasv
�)V3 A (21 A 74,'n V;
'
urflighter, mcir.i�ormg m,ai enftwage,
4 'All
�Q senes Px!erlo ffi�. r�hab,�Tli
Ac 11111,1� 41CO "r—,
j
81and�i�ds s��t b'y p evlot;, generw,;nrm and
er,a[Arig Enj deaf nd,�iy`padmg
U anlyof P, ?.,vcars
UMiEncy
/n240 V n-vja v Q240 V E2u� v
MECHAPUCAL DATA
17 i
Fasy 10 liistali
114C, �'w AMO Ilk TY 141�h
Iff.
41111Q�1`11111,1_111,i 40,,
p
Pmduoiv, and, Reh,,30e
ov -Pe,
Snnwt (irid Readv
2� 'U� U41 "A�
tui M Fal D,
W
ENPHASE
eolit ,W "phase-com �DENPHASE
PQ
4Sa86FNVFR5 E TA 'A,
0
LI (Y)
cl)
_j
< LL
> a- u�
C)
LU
Z
C14 LU
to
<
2
Ij it
f DEVELOPER
DAM
SHEET NAME
INVERTER
DATASHEET
L
I F
L DS-02
Enphase
IQ Combiner 3
(kQ-AMl-240-3)
Nlll�,I V!,
& nIple
f",-
nd
up 1�j T pr or N") ilc;
eP
To �eam mm abol- En#,Ise I,'W enphaRo'coM
E N P H A S E
Enphose IQ Combiner 3
NUIDE'l NUMUR
-I,—,
'IT
cc�rMh—
2T,11
p"TI�G TRI", Hk2f"C'
P R K A 2
2�1,11, 9p 14�
PLC' I I)-
Y A P U,
v 2
ylImi-OcIfIA-3
A �11-llly L,
ELECTRICAL SPECt"'KIMNS
"RAy
V11
2,� A uAd F""ay
MECHAN�CAL DATA
7 1 _,mIl. F 14 -W IL 63`1 11.41� 1, 2", 116, 1 5� 5 V, "--g,
g
0 ", 11, 6 C 4 f f
I Is
al 5 T2 ""I
Nao
C A qo,m.,$,
V.
209 W !],0 A ,41, Alfi(�
Vw�tl 'rpw 1, T" Vo
'Am q, T,; Flr,
2CII'A
4NTERNET CONNECTION OPTIGNS
"tegI'I"I
COMPLIANCE
crTb-,,
III, -,'4�, r ,L C wk C2 12 T1, 6 11 �71, I c I R, i 5, CS
IC-Q p di�v`lu
To IBC m morc abowl pn
ENPHASE
908 RENDER STREET, TAWPA,
0
cl co
-ry-1
< 0 LL
(L C6
0
2! < Ua-
J
N
L
PERPALF DEVELOPER
RITE
Al
SHEET NAME
COMBINER BOX
DATASHEET
SHEET NUMBER_] I
r--b—S-03-1
r
OL`.A_...w#z.. _a ..,
MU g
_,
TMIT
5. , y
Mf
g,mg d"4" t n+ilda,mG9L r,.. s,aJtss'stTJr R...(%I ,9 eW C/,,, T. a
aid--41-w
DRINIMINK { LAIMMUIT,
M1 ?' •4884
N)6AOEHV STRRRT '£T -A,
tflAiDA .36 "OSTRT�3
E�GMEROF RECGRu^ i.
I
I II
J
I �
I UJ
k t" T
L!_
C
eU
i hW R1 i
i
i
PERMI DEVELOPER
..— DESIGNER OPH
1 i
Fi dEWER
j SHEET NAME
RACKING
FSHEETWM�BER ...._. 1
-04 ___
FLASH LOC
d MW
1 0 UNIRAC
BUTER SOLAR STARTS HERE
Via„ xH U'2� Ile w I m�-- ,v, p,
C n U,
FLASHL—s- MINE d fl
s"'I's'dant Y",
�,I, �s d i LOK, Et out
rl
PROTECT THf R00i
LOC MUT I'ATER'
FLASH ILOC
INSTALLATION GulU
UNIRAC
famm
an
BETTER SOLAR STARTS HERE
,-M 'PEPI: SWURE
0i""01" i"l— �mJ,�dna lKi�, ��O, wid n,dwg ihfmp�', USWOC W�
N 1
ST FF 2� SEA",
Js, fg3r,"
GREE'N
0
< ILL
> E5
—j (L (6
<
0
0� 5-
CL
04 UJ
(IS
LS
9
PERMIT DEVELOPER
OP`e 0211-22
Ir ---]
ovn
REVIEWE�
SHEET NAME
ATTACHMENT
DATASHEET
SHEET NUMBER
CAS-05
I�EV
munns ENGINEERING
RE: Structural Certification for Installation of Residential Solar
ANGEL ALVARDO:7627 BROAD POINTE DR, ZEPHYRHILLS, Fl. 33540
Attn: To Whom It May Concern
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. From the field observation report, the roof is made of Composite
shingle roofing over 1/2 inch plywood supported by 2X4 Rafters at 24 inches The slopes of the roof were
approximated to be 20,21 and 22 degrees and having an allowable maximum chord span of 6 feet between
mm�
framing has been determined to be adequate to support the imposed loads without structural upgrades,
Contractor shall verify that existing framing is consistent with the described above before install, Should
they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install.
Capacity calculations were done in accordance with applicable building codes.
Code
2020 Florida Building Code (ASCE 7-16)
Risk sate o�r
11 Wind Load
Roof Dead Load
Dr 10 psf
PV Dead Load
DPV 3 psf
Roof Live Load
Lr 20 psf
Ground Snow
S 0 psf
If you have any questions on the above, please do not hesitate to call.
\0MU11//�/
VAWU k/ /*
Sincerely,
Z- No86986 %
Z�
Vincent Mwumvaneza, P,E
P STATE OF
EV Engineering LLC
rORIV,,,`o
...... --,
IONAL
276-220-0064/9-131-355--3348
Exp:02/2 23
STRUCTU L LY
(component and Cladding)
V 140 mph
Exposure B
This itern has been electronically signed
and seated by Vincent Mwittircaneza
using a Digital Signature and Date,
Printed copies of this document are not
considered signed and sealedwd the
signature Must be verified on any
electronic copies,
Digitally -signed by
Vincent Mwuinvaneza
Date: 2022.02.12
10:26:34 -08'00,
projects@evengineersnet.com
http.,//www.evengineersnet.com
I E V
ENGINEERING
Date: 2/12/2022
Scope of Work
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
manufacturer's approved installation specifications.
Table of Content
Sheet
Cover
Attachment checks
Roof Framing Check
Seismic Check and Scope of work
Engineering Calculations Summary
Code 2020 Florida Bull,
-11301M
Roof Dead Load
Dr
10 psf
PV Dead Load
DPV
3 psf
Roof Live Load
Lr
20 psf
Ground Snow
S
0 psf
Wind Load
(component
and Cladding)
V
IN mph
111 MIN
Exposure
B
fflzn�
N DS for Wood Construction
Vincent Mwumvaneza, P,E
EV Engineering LLC
276 7`0
owu4j,
No, 86986
it
0% STATEOF
1ONAL
Exp-0212812023
STRUCTU L LY
This itein has been electronic,-ffly signed
and sealed by Vincent Mworrivaneza
USInga Digital Signature and Date.
Printed copies of this document are not
considered signed and sealed and the
signature roust be verified on any
electronic copies.
Digitally signed by
Vincent Mwumvaneza
Date: 2022.02.12
10:26:44 -08'00'
projects@evengineersnet.com
http://www.evengineersnet.com
I�EV
voma ENGINEERING
Risk Category =
11
V=
06-,, -mph
ASCE 7-16 Figure 26.5-113
Exposure =
Kzt =
1.0
ASCE 7-16 Sec 26.8.2
Kz =
=
ASCE 7-16 Table 26.10-1
Kd =
0.85
ASCE 7-16 Table 26,6-1
Ke =
LOO
ASCE 7-16 Table 26.9-1
qh= 0.00256K,KtKdKV2 =
24.23 psf
Pitch =
Degrees
YE =
Conservatively
assuming all exposed
Y,
conservatively
assuming 10 ft2 effective area
MR MOW
Fig. 30-3-2 GCP=
Eq. 29,4-7 P=qh(GCP)(VE)(Va)=
GCP=
P=qh(GCp)(VE)(Ya)=
Zone(1,2e) Zone(2r, 2n)
-1.3 -1.7
-37.80 -49,42
0,6
17,44
Ratter Attacriments: Obt)+UbW 1CD=1.b1
Connection Check
Attachement max, spacing=
Lag screw i-eneTraTion
Prying Coefficient
Allowable Capacity=
Zone Average Trib Width Area (ft)
Zone(1,2e) 4 1LO
Zone(2r, 2n) 4 11'0
Zone(3e) 4 11.0
Zone(3r) 4 11.0
Conservative Max=
Zone(3e)
-13
-49A2
ft
266 lbs/in
15 in
L4
760 lbs
Uplift (lbs) Down (lbs)
193.4
161.5
24&5
16L5
248.5
161.5
262.3
161.5
262.3
<
Zone(3r)
-1.8
-52.33
Figure 303-2
Equation 29.4-7
Table 12.2A - NDS
DFL Assumed
1, Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift
governs
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
projects@evengineersnet.com
http://www.evengineersnet.com
r,
ENGINEERING
Vertical Load Resisting System Design
Rafters
Max Length, L =
Tributary Width, WT =
24 in
Dr =
10 psf
20 pit
Lr =
20 psf
Wdown=
17.44 psf
34.9 plf
Pv=
3 psf
6 plf
Load Case: DL �.6W �CD=1.6�
Pv max Shear=
161.5 lbs
Max Moment, M, =
211 lb-ft Conservative
Max Shear, V,,=wL/2+Pv Point Load =
240 lb
Note: Proposed loading will add less than 5% of the existing loads.
2X4 Design Value CL
CF Cj
Fb = 900 psi 1.0
1.5 1.0
Fv = 180 psi —N/A
N/A 1.0
7 —= —1600000psi —N/A
—N/A 1.0
Emil, = 580000 psi N/A
N/A 1.0
Depth, d =
3.5 in
Width, b =
1.5 in
Cross-Sectonal Area, A =
5.25 in'
Moment of Inertia, 1,, =
5,35938 in 4
Section Modulus, S,x =
10625 in3
Allowable Moment, M.11 = Fb'Sxx =
3962 lb-ft
Allowable Shear, V,11= 2/3Fv'A =
630.0 lb
DCR=M,/Mall = 0.33 < 1
DCR=V,/V,,, = 0.38 < I
projects@evengineersnet.com
http://www,evengineersnet.com
!�EV
vima ENGINEERING
Dpv and Racking
Average Total Dead Load
Increase in Dead Load
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
ME
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -
ANGEL ALVARDO. The analysis was according to applicable bung codes, professional engineering and design
experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the
proposed solar panel installation referenced in the stamped plan set and were made according to generally
recognized structural analysis standards and procedures.
projects@evengineersnet.com
http://www.evengineersnet.com
1,J S" 1 eeI
Enphase Mil-roinverters
Enphase
Microinverters
P
o learn more abort Enphase offerings, visit hase.c m
The high-powered smart grid -ready
Enphase IQ 7 Mi .r ,r' and Enphase IQ 7 + Mi r TM
dramatically simplify the installation process while
achieving the highest system efficiency.
Part of the Enphase IQ System, the IQ 7 and
IQ 7+ Microinverters integrate with the Enphase
IQ EnvoyT1 Enphase IQ Battery", and the Enphase
Enlighten TM monitoring and analysis software;
IQ SeriesMicroinverters extend the reliability
standards set forth by previous generations and
undergo over a million' hours of power -on testing,
enabling Enphase to provide an industry -leading
warranty of up to 25 years.
Easy to Install`
Lightweight and simple
Faster installation with improved, lighter two -wire "cabling
Built-in rapid shutdown compliant (NEC 2014 & 2017)
Productive and Reliable
Optimized for high powered 60-ce111120 half -cell and 72
cell/ 144 half -cell* modules
More than a million hours of testing
Class if double -insulated enclosure
UL listed
Smart Grid` steady
Complies with advanced grid support, voltage and
frequency ride -through requirements
Remotely updates to respond to changing
grid requirements
Configurable for varying grid profiles
Meets CA Rule 21 (UL 17 1-SA)
* The IQ 7+ Micro is required to support 72-cell/144 half -cell modules.
Enphase IQ 7 and IQ ° invert r
INPUT DATA (DC)
IQ7w60- -u } 7 �. ^72-2-Lg
Comte only u e rr& ie palrltlgs�
. r..t� . �.. .
1, 350 235W - 448 +
Module compatibility
60-cell/320 half -cell PV modules 60 cell/120 half -cell and /2.
only cell/ l44 half -cell PV modules
Maximum input DC voltage
SIB V 60 V
Peak power tracking voltage
27 V 37 V 27 V - 45 V=
Operating range
16 V - 48 V 16 V - 60 V
Min/Max start voltage
22 V /48 V 22 V / 60 V
Max DC abort circuit current (module Ise)
15 A 15
Qvervoltage class DC part
11 11
DC port backfeed current
0 A ti A
PV array configuration
1 x 1 ungrounded array; No additional DC side protection required;
AC side protection requires max 20A per branch circuit
OUTPUT DATA (AC)
IQ 7 Microinverter IQ 7+ Microinverter
Peak or tpr t ow x
250 VA 295,VA
Maximum continuous Output power
240 VA 290 VA
Nominal (L-L) voltage/range2
240 V 1 208 V l 240 V f 208 V 7
21 E -264 V 183-229 V 11-264 V 183-229 V
Maximum continuous output current
1,0 A (240 V) 1.15 A (208 V) 1,21 A (240 V) 1,39 A (208 V)
Nominal frequency
60 Hz 60 Hz
Extended frequency range
47 -Cab Hz 47= - 68 Hz
AC short circuit fault current over 3 cycles
5.8 Arms 5,8 Arms
Maximum units per 20 A (L_L) branch circuit°
16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC)
Clveruoltage class AC port
Ill III i
AC port backfeed current
18 mv, 18 runs,
Power factor setting
1.0 1.0
Power factor (adjustable)
0,85 leading_ 0.85 lagging 0,85 lending ... 0,85 lagging
EFFICIENCY
@240'V @208 V @240_V @208 V
Peak efft €et y
97,6 % 97.6 91.5 t`t, � .�. ., ,. .,.........,...,.. ,>, . , ., ...,.n,
9.. :ts
GEC weighted efficiency
970 % 97.0 % 970 fit, 97.0 %
MECHANICAL DATA
Amb'lent ternj erature'range
400C'to +65°C
Relative humidity range
4% to 100% (condensing)
Connector type
MC4 (err Amphenol H4 UTA with additional C-DCChS adapter)
Dimensions (HxWxD)
212 mm x 175 ruin x 30.2 mm (without bracket)
Weight
1.08 kg (2,38 l s)
Cooling
Natural convection - No fans
Approved for wet locations
yes
Pollution degree
PD3
Enclosure
Class It double -insulated, corrosion resistant polymeric enclosure
Environmental category 1 UV exposure rating
NEMA Type 6 t outdoor
FEATURES
Corfarrtunicatian
Power Lane Communication (PLC)
Monitoring
Enlighten Manager and MyEnlighten monitoring options,
Both options require installation of an Enphase IQ Envoy,
Disconnecting means
The AC and DC connectors have been evaluated and approved by UL for use as the load -break
ddsconneot required by NEC 6907
Compliance
CA Rule 21 (UL 1741-SA)
UL 62109-1. UL1741 IEEE1547, FCC Part 15 Class B, IC Sµ0003 Class B,
CLAN/GSA-G22,2 NO, 107.1-01
This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014,'NEC
2017, and NEC 2020 section 690,12 and CJ 2,1-2015 Rile 64-2 i 8 rapid Shutdown of PV Systems,
for AC and CSC conductors, when installer! according manufacturer's instructions.
1, No enforced DC,='AG ratio. Seethe compatibility calculator
atht aLLen a ta; e_gwgLen, J=j�4
2_ Nominal voltage Lange can be extended beyond nominal
if required by the utility,
3. Urnits may vary, Refer to local reguiremonts to define the number of midroinverters per branch in your area.
To learn more ablaut Enphase offerings,
visit enphase.com
O 2020 t nPhase Energy All rights reserved, Enphase, the
Enphase i go. Enphase. IQ 1, Enn;rase Tip 7,1, EnvIlase IQ Battery,
EnL)hase Enlighten Enphase IQ Envoy, and other tradrgmarks
or servk nanres are the trademarks of Enphase Energy, Inc Da'a sul)ject to change 2020 0 12
° SCOPE OF WORK
GENERAL NOTES
LEGEND AND ABBREVIATIONS
TABLE CONTENTS
PAGE # DESCRIPTION
® SYSTEM SIZE: 8160W DC, 5760W AC
® ALL WORK SHALL COMPLY WITH 2O20 FBC (7th Ed.) AMENDMENTS TO 2018
SOLAR MODULES
�. .�T
PV-1.0 COVER SHEET
• MODULES: (24) HAN A Q-CELLS: Q.P K DUO SLK-C6+
IRC/IBCIIEBC, Iti1 UNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND
ED
SERVICE ENTRANCE
340
INSTALLATION INSTRUCTIONS.
PV-2.0 SITE PLAN
® INVERTERS: (24) ENPHASE ENERGY: IQ7-60-2-US
® PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017.
• CLING: SNAPN CK RLU; RL UNIVERSAL, SPEEDS L
MP
MAIN PANEL
PV-3.0 LAYOUT
TRACK ON COMP, SEE DETAIL SNR-DC-00436
- ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017.
PV-4.0 ELECTRICAL
® EXISTING SOLAR SYSTEM INSTALLED.
® PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY
SP
SUB -PANEL SNR MOUNT
SNR MOUNT & SKIRT
PV-5.0 SIGNAGE
GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35.
® MODULES CONFORM TO AND ARE LISTED UNDER UL 1703,
LC
FSUNRUN
PV LOAD CENTER CHIMNEY
a INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741.
FS]
METER >� ATTIC VENT
• RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
FLUSH ATTIC VENT
® SNAPN CK CLING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II
PM
DEDICATED PV METER
MODULES, ARE CLASS A FIRE RATED.
0 PVC PIPE VENT
RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL
HR(INVERTES}
METAL PIPE VENT
CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1).
T-VENT
• CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G).
�
AC DISCONNECT(S)
SATELLITE DISH
® ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT.
DC
FIRE SETBACKS
DC DISCONNECT(S) Fz"
10.52 AMPS MODULE SHORT CIRCUIT CURRENT.
® 16.43 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a} & 690.8 (b)].
CB
ICE COMBINER BOX HARDSCAPE
F __]
INTERIOR EQUIPMENT — PL— PROPERTY LINE
Lm _J
SHOWN AS DASHED SCALE: NTS
A
AMPERE
sunrun
AC
ALTERNATING CURRENT
AFCI
ARC FAULT CIRCUIT INTERRUPTER
E225� BUSH ST, SUITE 1400
AZIM
AZIMUTH
SN
PA949-383-0 93O, CA 94104
VICINITY MAPCOMP
COMPOSITION
DC
DIRECT CURRENT
EC13007964
(E)
EXISTING
8208 TAMPA W BLVD, TAMPA, FL 33634
ESS
ENERGY STORAGE SYSTEM
PHONEO
FAX
T
EXTERIOR
INT
INTERIOR
CUSTOMER RESIDENCE:
MAG
MAGNETIC
NELSON R VEGA
MSP
MAIN SERVICE PANEL
35599 STELLA VAST DR,
(N)
NEW
ZEPHYRHILLS, FL, 33541
l
NTS
NOT TO SCALE
r
OC
ON CENTER
TEL. (787) 469-3200
r r
PRE-FAB
PRE -FABRICATED
APiV: 32-25-21-0100-01800-0200
.
A, IJ/1'fff
'�,,
PSF
PV
POUNDS PER SQUARE FOOT
PHOTOVOLTAIC
PROJECT NUMBER:
RSD
802R-599VEGA
RAPID SHUTDOWN DEVICE
��
TL
TRANSFORMERLESS
DESIGNER: {415 } 580 6920 ex3
Pia. 85111 8 _
TYP
TYPICAL
_
s —
V
VOLTS
MD ALAM
STATE OF i =
lz `
W
WATTS
SHEET
l rq��
OF,
REV
NAME DATE COMMENTSCOVER
"l//"t ONAt
frrr��irnmt�t° �`.
REV: Al 2I18/2022
EXPIRES: 2/23/2023
PAGE Pile . Ci
ROOF INFO
Marne Type Height
AR-01 COMP SHINGLE - RLU 1-Story
1 - AR- 1 - SCALE: 3/1 " = V-0"
A IM: 1 °
PITCH: 26'
In
I
a
FRAMING INFO
Type Max OC
Span Spacing
2X4 PRE -FABRICATED TRUSSES 1 6` - 4" 24"
ATTACHMENT INFORMATION
Max Landscape Max Landscape Max Portrait Max Portrait
Detail OC Spacing Overhang CC -Spacing Overhang
RL UNIVERSAL, SPEEDSEAL TRACK ON
COI P, SEE DETAIL S R-DC-00436 6' �„ 2° 4„ 4, �„ 2, �„
`. STATE OF
OkAL
Signed: 02/17122
DESIGN CRITERIA
Configuration MAX DISTRIBUTED LOAD: 3 PSF
SNOW LOAD: 0 PSF
WIND SPEED:
STACKED 138 MPH 3-SEC GUST.
5116": 2,5" MIN EMBEDMENT
STRUCTURAL NOTES:
INSTALLERS SHALL NOTIFY
ENGINEER OF ANY POTEI TIA
STRUCTURAL ISSUES
OBSERVED PRIOR TO
PROCEEDING tilt
INSTALLATION,
IF ARRAY (EXCLUDING G SKIRT)
IS WITHIN 12" BOUNDARY
REGION OF ANY ROOF PLANE
EDGES (EXCEPT VALLEYS),
THEN ATTACHMENTS NEED
TO BE ADDED AND OVERHAN(
REDUCED WITHIN THE 12"
BOUNDARY REGION ONLY AS
FOLLOWS:
* ALLOWABLE ATTACHMENT
SPACING INDICATED ON
PLANS TO BE REDUCED BY
50%
ALLOWABLE OVERHANG
INDICATED ON PLANS TO BE
1 /5TH OF ALLOWABLE
ATTACHMENT SPACING
INDICATED ON PLANS
311
ENGINEER ADDRESS:
run
225 BUSH ST. SUITE 1400
SAN FRANCESC0, CA 94104
P: 949-383_0993
EC 13007964
5263. TAMPA'tt'SLVD, TAMPA, FL 33634
PHONE 0
FAO( 0
CUSTOMER RESIDENCE:
NELSON R VEGA
81, 35599 STELLA `MAST DR,
ZEPHYRHILLS, FL, 33541
TEL (787) 459-3200
APN:32-2-21-0100--01800-0200
PROJECT NUMBER.
802R-599VEGA
DESIGNER: (415) 580-5920 ex3'
MD ALAI
SHEET
LAYOUT
REV: A 2118/2022
EE SITE P FOR NORTH ARROW LSW
PAGE V-.`
120/240 VAC'
SINGLE PHASE
SERVICE
METER #:
DUKE ENERGY 4961106
UTILITY
GRID
EXISTING
150A MAIN
BREAKER
(END FED)
EXISTING
200A
MAIN
FACILITY
PANEL
LOADS
(N) 70A PV
BREAKER AT
OPPOSITE END
OF BUSBAR
1 =4
5 �
NEW 150A SQUARED
FEED -THROUGH MAIN DU323RB
LUG v BREAKER 3R, 100A,2P
I I 120/240VAC
�JUTY
EXISTING
GROUND 200A SUB
PANEL
T'VPE
A G Di S 7
CONDUIT SCHEDULE
#
CONDUIT
CONDUCTOR
NEUTRAL
GROUND
I
NONE
(2) 12 AWG PER ENPHASE Q
CABLE BRANCH
NONE
(1) 6 AWG BARE COPPER
2
3/4" EMT OR EQUIV.
(4) 10 AWG THHN/THWN-2
NONE
(1) 8 AWG THHNTTHWN-2
3
3/4" EMT OR EQUIV.
(2) 10 AWG THHN/THWN-2
(1) 10 AWG THHN/THWN-2
(1) 8 AWG THHNrrHWN-2
4
1" EMT OR EQUIV.
(2) 4 AWG THHN/THWN-2
(1) 8 AWG THHNrrHWN-2
(1) 8 AWG THHNITHWN-2
E
EXISTING SUB
$ +
(24) HANWHA Q-CELLS:
Q.PEAK DUO BLKG6+ 340
MODULES AND
MICRO -INVERTER PAIRS
(24) ENPHASE ENERGY:
IQ7-60-2-US
JUNCTION BOX
OR EQUIVALENT
N I
I ZF\ 1
(1) BRANCH OF (12)
MICRO -INVERTERS [A]
BRANCH OF (12)
F�(1)
1 v
MICRO -INVERTERS [B]
MODULE CHARACTERISTICS
HANWHA Q-CELLS: Q.PEAK DUO
BLK-G6+ 340: 340 W
OPEN CIRCUIT VOLTAGE: 40.66 V
A V1,
33.94 V
MAX POWER VOLTAGE:
SHORT CIRCUIT CURRENT: 10.52A
No 51
S TATE OF
Iz-
4w
0, -40 ,Z�,
L9/0
EXPIRES: 2/28/2023
1
f ►♦ ks
MOM I
F 1
•!
,,
0
LOCATION:LABEL
PHOTOVOLTAIC
E
METERLABEL LOCATION:
UTILITY SERVICE ,Y
SERVICE PANEL.
PER ..
WSi CEC 2019:705.12(B)(3 NJ
g
LABEL LOCATION:
INSTALLED WITHIN TOF RAPID SHUT DOWN
SWITCH PER r
TURN RAPID SHUTDOWM-
SWITCH
II u�iiui�
POSITION I �III � w + THE � 6
PV SYSTEM t REDUCE
HAZARDSHOCK �.
LOCATION:LABEL
l
CONNECTED.ARE
PER i f i
Em
LABEL LOCATION:
LOAD CENTER
110.21(B), UNLESS
SPECIFIC ARE REQUIRED BY 690, OR
REQUESTEDIF BY THE LOCAL
• SIGNS t LABELS SHALL ADEQUATELY WARN OF
WORDS, i • AND SYMBOLS.
METHOD • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
LABELS• SIGNS AND COMPLY i SAFETY
LABELS,SIGNS AND SPECIFIED.
• DO NOT COVER EXISTING MANUFACTURER LABELS.
`��Ia X eg 1I`�`°°°
_ No. 85111 g
STATE OF
a
EXPIRES: 2/2 /2 23