HomeMy WebLinkAbout23-6493ITS-
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 06/30/2023
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.
11: 11011111115 TRINT111 111 111111 1 ; 111111 1111
11111l1!1!l1I1I 111111111111�!lml i
L MATF
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PEfOIT OFFICEU
OVA
rif!! I � I foll OUR, 1 1
81 3-f80-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting 8362
t tt It a It its, Owner's Name Obsid Zhamagne Cantillo Owner Phone Number ns 13) 648-1547
Owner's Address
, 1 7572 Sail Clover Ln, Zephyrhills, FL 33540 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7572 Sail Clover Ln, Zephyrhills, FL 33540 LOT #
SUBDIVISION Zephyr Lakes PARCEL ID# 190-01400-0050
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED F_X1 NEW CONSTR F__] ADD/ALT SIGN DEMOLISH
INSTALL L__J REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK Roof mounted PV solar installation
BUILDING SIZE L Sol FOOTAGE HEIGHT
4. A. 0- #_)t k AL A, 4. t k et a, k k A. t it k k k A, t 4L k A. 4, 4. 4. A, IL #_ k k % 4. 41 �11` it It IL k �L k'L'L t k st Ae k't k k It, x it; x
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE PROGRESS, ENERGY W.R.E.C.
... ... . .....
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION N/A
=GAS ROOFING O SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY� I
SIGNATURE,! REGISTERED Y/N FEE CURREN
Address ?�lqense # I ..... .....
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N I FEE CURREN
Address License #
----�
PLUMBER COMPANY
SIGNATURE REGISTERED L_Z_LN _J FEE CURREN L=N
Address I License #
MECHANICAL COMPANY
SIGNATURE REGISTERED y N FEE CURREN Y/N
Address License#
OTHER COMPANY =®
SIGNATURE REGISTERED L_X N FEE CURREN Y/N
Address License # I I
It #1111111111 stiff fill &#is illifts fill it tits tits 1112111 stiff lilt 111191112
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster: Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt 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, (AIC upgrades over $7500)
.. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-7e0-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the 'owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone W" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zane "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
ypITH YOUR LENDER OR AN A„�'TO �' BEFOJ?,� REC��,G YOUR NOTI OF G MMENCEM�NT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to (or affirmed) before me this s eed and sworn to (oi affir ed) efore me this
by byA; t tal
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
Notary Public_p/ _ �'' Notary Public
Commission No. Commission No. �6 Q
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
17
w
. pmomma 35-25-21-0190-01400-4050
Notice of COMMENCEMEW
a>t
Florida C..Vyof Pasco
k
w a
Clover-7572 Sail
Owner
► w w w
to 4WfAft rya er
a'v.J
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 Asphalt Shingle
roofing over 1/2 inch plywood supported by 2X4 Trusses at 24 inches The slope of the roof was approximated
to be 19.1 degrees and having an allowable maximum chord span of 8 feet between supports.
After review of the field observation data and based on our structural capacity calculation, the existing roof
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 �cate category 11 Wind Load (component and Cladding)
Roof Dead Load Dr 10 psf V 140 mph
PV Dead Load DPV 3 psf
Exposure C
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.
Vincent Mwumvaneza, P.E
EV Engineering LLC
2 7 31,�'_'Kj48
projects@ even gin eersnet, com
http://www.evengirieersnet.com
Structural Letter for PV Installation
Date: 06/21/2023
Job Address:ANKM
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
EL-,k category
11
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
k! [JIIM rn p h
Exposure
C
References
NDS for Wood Construction
Vincent Mwumvaneza, P.
EV Engineering LLC
LL -,2!2—,Q, �00 6,L355-3348
STATE OF
l'D N
NN ,
NAI-
Exp. 02/28/2025
projects@evengineersnet.com
http://www,evengineersnet.com
WNIMMIRM
Ka= 0.85 ASCE 7-16 Table 26.6-1
K, = 1.00 ASCE 7-16 Table 26.9-1
2
ql,= 000256K,K,KciKeV = 36,12 psf
Pitch = Degrees
VE= Conservatively assuming all exposed
Y"= 10 ft2
conservatively assuming effective area
YPffft-1W1 Zone(1,2e)
Zone(2r, 2n) Zone(3e)
Zone(3r)
Fig. 30-3-2 GCP= -11
-2 -2
-2A
Eq. 29,4-7 P=qh(GC')(VE)(y.)= -47.68
-86.68 -W68
-IG4.02
GCP= 0.5
Figure 30.3-2
P=qh(GCp)(VE)(V,J= 21,67
Equation 29.4-7
Hatter Attachments: 0.bo+0.t�D-�Lb
Connection Check
N' MWNNNWPag"crlwfWnetrat�ion�
266 lbs/in
Table 12.2A - NDS
2.5 in
DFL Assumed
Prying Coefficient
1.4
Allowable Capacity=
760 lbs
Zone Average Trib Width Area (ft)
Uplift (lbs) Down (lbs)
Zone(1,2e) 6 153
245,O 198.8
Zone(Zr, 2n) 6 153
4316 198.8
Zone(3e) 2 5,1
144.5 198,8
Zone(3r) 2 5.1
172.5 198,8
Conservative flax-
433,6 <
760
CONNECTION IS OK
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
!=WEV
vow& ENGINEERING
Vertical Load Resisting System Design
Trusses
Max Length, L =
Tributary Width, WT =
Dr =
L, =
Wdown='
Pv=
Load Case: DL
Pv max Shear=
Max Moment, M,, =
Max Shear, V,,,=wL/2+Pv Point Load =
8,0
24 in
10 psf 20 pit
20 psf
21.67 psf 433 plf
3 psf 6 pif
198.8 lbs
277 lb-ft Conservative
303 lb
Note: Proposed loading will add less than 5% of the existing loads.
Member Capacity
2X4 Design Value
C,
CF
C;
C,
K,
X
Adjusted Value
Tb7— — goo psi
--t -o
1-5
—16
—Ti—5
--
2.54
0,85
76 8
155-3 psi
180 psi
N/A
N/A
-70
NfA
2.88
035
0,8
180 psi
E = 1600000 psi
N/A
N/A
1,0
N/A
N/A
N/A
N/A
psi
)000 psi
Depth, d =
3.5 in
Width, b =
1,5 in
Cross-Sectonal Area, A =
5,25 in'
Moment of Inertia, lxx =
535938 in'
Section Modulus, Sx,, =
3,0625 in'
Allowable Moment, Mali = Fb'Sxx =
396.2 lb-ft
DCR=M,,/M,,,,
0.44 < 1
f at
Allowable Shear, V,11 = 2/3F,'A =
630,0 lb
DCR=V,,/V,,11 =
0.48 < 1
Sal a
projects@evengineersnet.com
http://www.evengineersnet.com
1= EV
vnm� ENGINEERING
li Roof with Pv
Dpv and Racking
3 psf
Average Total Dead Load
10.6 psf
Increase in Dead Load
2.5% bi(
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,
HrqktsiafScopecrf Work and Li
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -
ZHAMAGNE OBSID. The analysis was according to applicable building codes, professional engineering and design
experience, opinions and judgments. The calculations produced for this structure'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
ADN101A
sf,,, � 33t1 S3*1
d<
}
m
a
S.
m
N
3
ONIM
dVIN N1A
I
i33H3�a'".i;•&3zH'fla.'y to - =
1 3Ht s.'vQ 32?"ss`Nt yr, - Sa
vt,4n33ti t ti'i=is .s Eli - 3
9is� 331?"t "t+"+1,.3313 to-3
lW13 Tsdnl n als ti3 - S
S9U"`i tc i :1=;3 r3l.^i+S Is i 3t.r 3AAS tU -Y
-da
�.
a Ozzz NOW 3 RU 34Wr, NOWCM33.3 33,3 vaca : i
l 4
_n N R3C1 3� 8vol Dl1:v r
t
mado
1'
—�31v 3rsax3
AN01 3w3ldlx3 3vd4sv
10
09WOO NIV i] ) f e3aa3 s uE�3���3scs33�� a rya rgrycrs3��.aa
V>se 3a33nr c
�. ..
31VIS
691R
m
m
b 4
t 01:„ .0 ate€ SO.- 131s As W-31SAS dry Dratt+r8 DO
3 30� . A,63 uva ON Hlarel WALSAs
ivnmvi
SlIV13SAS
Sheet where
Section,..,.. .,.... section is located
Elevation ........... Detail 0 Letter
Sheet where
section is located
--Detail ID Letter
Detail ........ Sheet where
section is located
Detail..............X Detail 0 Letter
—Area to be enlarged
(Enlarged Plan awx
---Sheet where
section is located
Keyed Notes . . . - � .... I
Ground Terminal 0
Grounding Pointlrod_.
1141, 1.11;
011-41-
Keyed note designation
onapplicable sheet
00 -- Module with Source
Circuit number
Combiner Panel,.,.. ..... Cp
DC Disconnect DCD
Main Service MSP
Panel ...
Fuse
Overcurrent Breaker.. ___.__
Inverter ... ___ ..... El
Transformer_ ........
Automatic-,....,... ... A7S
Transfer Switch
ABBREVIATIONS:
AC Alternating Current
APPROX Approximate
A American Wire Gauge
CP Combiner Panel
DC Direct Current
DC D Direct Current Disconnect
DISC Disconnect
(E) Existing
EL Elevation
EQ Equal
JB Junction Box
MCP Main Combiner Panel
MFR Manufacturer
MIN Minimum
DISC Miscellaneous
(N) New
OCPD OverCurrent Protection Device
POCC Point Of Common Coupling
Phi Photovoltaic
SF Squarefoot/feet
STC Standard Test Conditions
TEED To Be Determined
TYP Typical
VIF Verify In Field
WP Weather Proof
SYSTEM DESCRIPTION
This system is a grid -tied PV system, with PV generation consisting of
21 VSUN405-108-BMH(405W) SOLAR MODULES with a combined STC rated dc output
Power of 8.505 KW. The modules are connected into 21 ENPHASE QW-72-2-US
MICROINVERTERS. The inverter has electronic maximum power point tracking to
maximize energy captured by the PV modules. The inverter also has an internal
ground fault detection and interruption device that is set to disconnect the array in
the event that a ground fault that exceeds one ampere should occur. The inverter has
DC and AC disconnect integrated system and labels are provided as required by the
National Electrical Code
PV Modules ......
F':1 Microinverters —* t L99_0 Junction Point of
Box utility U
Connection
Utilit MAteter
Figure 1: PV S,./stem BIk Diagram
When the sun is shining, power from the PV array is fed into the inverter, where
it is converted from DC to AC The inverter output is then used to contribute to the
power requirements of the occupancy, If PV power meets the requirements of the
loads of the occupancy, any remaining PV power is sold back to the utility. When utility
power is available, but PV power is not available, building loads are supplied by the
utility
The inverter meets the requirements of IEEE 1547 and UL 1741. This means that
if it detects a loss of utility power, it will automatically disconnect from the utility.
When utility voltage is restored, the inverter automatically reconnects to the utility
grid after verifying utility voltage and frequency stability. OXXIIIIIII/i/
0 W U 4f
N qtk
N
N
ko"
No.86986
-0
-4
STATE OF
EM 02/28/2025
0
-7-
0
FPER IT DEVELOPER
GMGUER i, OJIA
SHEET NAME
SYMBOLS &
SYSTEM
DESCRIPTION
SHFET NUMBER
A-01
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 21 IAODULES
MODULE TYPE = VSUN405-10&BMH%'405Vi) SOLAR MODULES
WEIGHT = 48,06 LBS / 21A KG,
MODULE DIMENSIONS = 67,79' X 44.64" = 21.01 SF
NUMBER OF INVERTER = 21 WCROiNVERTERS
ItWERTER TYPE = ENPHASE 108M-72-2-US MICROINVERTERS
DC SYSTEM SIZE: 8.505 KEN
AC SYSTEM SIZE, 6.825 KV4
(N) COMBINER PANEL
(OUTSIDE HOUSE)
TSET BACK
ROOF ACCESS
POINT
NOTES.
I - LOCATION OF JUNCTION BOX(ES), AC
DISCONNECTS(S), AC COMBINER PACE L(S), AND
OTHER ELECTRICAL EQUIPMENT(S) RELEVANT
TO PV INSTALL NFICIN SUBjECT TO CHANGE
BASED ON SITE CONDITIONS.
2- SETBA("-KS AT RIDGES CAN BE REDUCED TO
18 INCHES IN COMPLIANCE WITH FBA' R 324.6.2:
TOTAL PLAN VIEW AREA= 210110 SQFT
TOTAL PV AREA = 21(67 79 IN)(44,64 IN)1(144 IN A 2)
= 441.31 SLIFT
(441,31 QFT/ 2101.10 SQFT)10() = 21,00%
TOTAL PV AREA POPULATES 21.00% OF TOTAL
PLAN VIEW AREA ANDIS WITHIN THE 33%
REQUIREMENT
(N) AC DISCONNECT
(OUTSIDE HOUSE)
(E) METER MAIN COMBO
(OUTSIDE HOUSE)
ROOFff
2
0
k
ROOF 1
m
m
ROOF ACCESS
POINT
ROOF ACCESS
POINT
GENERAL INSTAL LATION PLAN MOTES:
1) ROOF ATTACHMENTS TO TRUSSES SHALL BE INSTALLED
AS SHOWN IN SHEET S-02 AND AS FOLLOWS FOR EACH WIND
ZONE: -
WIND ZONE 1: MAX SPAN 6'-O"O-C.
WIND ZONE 2: MAX SPAN 4'-G" O-C,
WIND ZONE 1 MAX SPAN 2'-0" 0,C,
2) EXISTING RESIDENTIAL BUILDING IS AN ASPHALT SHINGLE
ROOF WITH MEAN ROOF HEIGHT 20 FT AND 2'x4" WOOD ROOF
TRUSSES SPACED 24'0.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 W
COMPLIANCE WITH FSC: RESIDENTIAL CHAPTER 3,BUILDING
STRUCTURE WILL SAFELY ACCOMMODATE LATERAL AND UPLIFT
WIND LOADS, AND EQUIPMENT DEAD LOADS.'
VSUN405-108-BMH(405W)
SOLAR MODULES
to
METER MAIN COMBO
JB
JUNCTION BOX
AC DISCONNECT
Ep
COtABINER PANEL
F-1
FIRE SETBACK
11
1,41CRONVERTER
00
VENT, ATTIC FAN
(ROOF OBSTRUCTION)
- CONDUIT
0
-7-7-
A
0
-ILL I'Llil
PERMIT DEVELOPED
DATE
DE-*NER
PE%ftEWER
RO=FPLAN ,aMODULES SHEET NUMBER
S-01
ROOF ES R N-
ROOF TILT - 19. a¢
ROOF AZIMUTH - 167'
TRUSSES SIZE - 2"X4" @ 24- C.0
MODULES -6
ROOF TILT - 21.5'
ROOF AZIMUTH - 77'
TRUSSES SIZE - 2"X4- @ 24' O.C.
a
11 51'-11"
3'
WIND LOAD INFORMATION:
ATIION:
THIS SYSTEM, HAS BEEN DESIGN TO MEET'
THE REQUIR MEN,r OF THE 7TH EDITION O
THE FLORIDA BUILDING CODE AND USED
THE FOLLOWING DESIGN PARAMETERS,
ILL T IMATE WIND SPEED140 MPH
EXPOSURE CATEGORY. Ci
RISK CATEGORY� If
MEAN ROOF HEIGHT: 20 FEET
ROOF SLOPE� 7'-2 '
WIND LOAD INFORMATION,
THIS SYSTEM HAS BEEN DESIGN TO IMEET
THE REQUIREMENTS IEI T OF THE 7TI-I EDITION O
THE FLORIDA BUILDING CODE AND USE
THE FOLLOWING DESIGN PARAMETERS -
ULTIMATE WIND SPEED: 140 MPH
EXPOSURE CATEGORY: C
RISK CATEGORY. It
MEAN ROOF, HEIGHT- 20 FEE
ROOF SLOPE 0' 27-
NO, OF ATTACHMENTS 64
OF C UPLI : 28____j
LEGENDS
_ FIRE SETBACK
E
VENT, ATTIC FAN
(ROOF OBSTRUCTION)
T
RT MINI ATTACHMENT
T
PV ROOF ATTACHMENT
COUPLING
SOLAR STAG
..,... ,._•
RAILS
RAFTERS/TRUSSES
FETAL SEAM
WIND ZONE 1
(j
WIND ZONE 1
INN ZONE 1`
WIND ZONE 2
WIND ZONE (2)
- WIND ZONE (2r)
- WIND ZONE (2e)
WIND ZONE (2n)
INN ZONE 3
- WIND ZONE (3)
Is
WIND ZONE (3r)
- WIND ZONE ( )
0
I
PERW DEVELOPER
DATE - t 2c-1w
PEE Et xER
---
SHEET NAME �
ARRAY
LAYOUT
SHEET 'UMBER
PHOTOVOLTAIC MODULE GENERAL NOTE&
I. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE 7th ED, & ASCE 7-16 MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.
2 BOLT DIAMETER ARID EMBEDMENT LENGTHS ARE DESIGNED PER NDS(2012)
REQUIREMENTS. TS. ALL BOLT CAPACITIES ARE BASED ON A DOING-FIR#2
WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE
RESIDENTIAL ROOFS, CONSIDERING G FROM A 7' TO A MAXIMUM 27° (2112 TO A
MAXIMUM 5112 PITCH) ROOF, PERGOLA IN SCHEDULE,
4" ROOF SEALANTS SHALL CONFORM TO AST 1 C92 AND ASTM 5511.
. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO
N1ANUFA TORERS° I ANUAL FOR ALL ARCHITECTURAL, L, MECHANICAL,
A LAICAL,
ELECTRICAL, AND SOLAR. SPECS,
5, ALL ALUMINUM COMPONENTS S SMALL BE ANODIZED ALUMINUM 5105-T5 UNLESS
7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL LIDLESS OTHERWISE NOTED,
. ALL IRONRIDGE RAILING AND MODULES SMALL BE INSTALLED PER
MANUFACTURERS' III STRUCTIONS.
. E CERTIFY THAT TIME INSTALLATION OF THE MODULES IS IN COMPLIANCE
WITH FBC.BUILDING CHAPTER 15 ARID FBC RESIDENTIAL CHAPTER 3.
BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED
WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS..
6.0
1.1510
[8 I I mmo o
0
cyryo
.75 ADHESIVE RELEASE LINER
171,
MWUkk
sN
i.50 O a w
I
:, 0
a
STATE OF ,
162
I[9111R
%.�#
NN
NAL
Exp.02128/2025
M
zr
0
I
s
PEWIT DEVELOPER
SHEET
"A E
TRUCTI L
A ACH ENT
DETAILS
SOLAR ARRAY (8,505 KW -DC STC)
SOLAR ARRAY (6.825 KW-AQ
(21) VSUN405-108-BMH(405W) MODULES
(21) ENPHASE IQ8M-72-2-US MICROINVERTER
(1) STRING OF 11 MODULES
(1) STRING OF 10 MODULES
E (f E
ENPHASE IQ8M-72-2-US
MICROINVERTERS
PV MODULES
(NNUNCTION BOX
600 V, NEMA 3R
UL LISTED (N) 125A ENPHASE IQ COMBINER 4
(X-IQ-AMI-240-4) [WITH UPTO (4/4C)
2-POLE BREAKERS AND ENVOY
COMMUNICATION GATEWAY]
(2) OF-B 1012 RUN IN ATTIC OR
(2) #10 AWG THWN-2 - RED F
(2) #10 AWG THWN-2 - BLACK G
(1) #8 AWG THWN-2 GND 15A
IN V IMC, RMC, FMC, LFMC,
PVC, HDPE, NUCC, RTRC,
LFNC, FMT, ENT OR EMT
CONDUIT RUN
INTERCONNECTION
120% RULE - NEC 705.12(B)(2)(3)(b)
UTILITY FEED + SOLAR BACKFEED
150A + 40A = 190 A
BUSS RATING x 120%
1 200A x 120% = 240A
IN) AC DISCONNECT:
240V, 60AMP, UNFUSED
NEMA 3R, UL LISTED
NOTE:
JECT PV SYSTEMS HAS BEEN DESIGNED TO MEET THE
REQUIREMENTS OF THE NEC 2017, NFPA 70 AND THOSE SET FORTH BY
THE FLORIDA SOLAR ENERGY CENTER CERTIFICATION, INCLUINNG
MAXIMUM NUMBER OF MODULE STRINGS, MAXIMUM NUMBER OF
MODULES PER STRING, MAXIMUM OUTPUT, MODULE MANUFACT USER
AND MODEL NUMBER. iNVERTER MANUFACTURER AND MODEL
NUMBER, AS APPLICABLE.
2,PROVIDE TAP BOX IN COMPLIANCE WITH 312,8 iF PANEL GUTTER
SPACE IS INADEQUATE.
INVERTER SPECIFICATIONS
MAX DC INPUT VOLTAGE
OUTPUT POWER
TO UTILITY GRID
(E) MAIN SERVICE PANEL,
200A RATED, 240V,
(OUTSIDE HOUSE)
(E) MAIN BREAKER
G G
150Al2P, 240V
15OA/2P
(2) #8 AWG THWN-2
L I L1
(1) #8 AWG THWN-2 GND
L2 — ----- L
IN I" IMC, RMC, FMC, LFMC,
PVC, HDPE, NUCC, RTRC,
LFNC, FMT, ENT OR EMT
CONDUIT RUN
JBACKFEED
J—L2
BREAKER
40A/2P
t �=I
L-'--
1xjkjll I Hill, / /
A, V11
E E N
No, 85111
cs STATE OF
10%
0�
",fill I I I m0o
EXPIRES: 2/28/2025
U)
V)
cc
Of u')
0
LLJ ce)
> cy)
uj
0 —j
z
_j LL
u
0
<
u) Z:
<
c%j
N
uj
z
z
O
LLJ
V)
Lu
d .
(D
z
L"
w
x
PERMIT DEVELOPER
DATE
06-21-2023
DESIGNER
OJA
REVIEWER
SHEET NAME
ELECTRICAL
LINE DIAGRAM
SHEET NUMBER
E-01
ELECTRICAL CALCULATIONS:
NS:
1. CURRENT CARRYING CONDUCTOR
(A) BEFORE IQ COMBINER PANEL
AMBIENT TEMPERATURE = 330C
CONDUIT INSTALLED AT MINIMUM DISTANCE OF 7/8 INCHES ABOVE ROOF .....NEC 310.15(B)(3)(c)
TEMPERATURE DERATE FACTO - 0.9 ...NEC 310.15( )(2)(a)
GROUPING FACTO - 0.8... NEC 310.15( )(3)(a)
CONDUCTOR A FACITY
= (INV O/P CURRENT) x 1.25 / A.T.F / G.F ...NEC 690.8( )
= [(1I x 1.35) x 1.25] / 0.96 / 0.8
= 24.17 A
SELECTED CONDUCTOR - #10 TII -2 ...NEC 310,15( )(16)
1
=(TOTAL INV ®/P CURRENT) x 1.25 / 0.96 / 1 ... NEC 690.8( )
=[(21x 1.35) x 1.25] /0.96 / 1
=36.91 A
1 PV OVER CUI E T PROTECTIO ..NEC 690.9( )
=TOTAL INVERTER C CURRENT x 1.25
=(21 x 1.35) x 1.25 = 35.44 A
SELECTED OCPD = 40A
X VOLTAGE DROP CALCULATION
ONE WAY BRANCH
RESISTANCE OF
% VOLTAGE
CABLE SIZE
CABLE DESCRIPTION
DISTANCE IN
VOLTAGE (V)
CURRENT (1)
CONDUCTOR(R)
DROP=(0.2*D*I*R)/V
FEET D
#10 THWN-2
)UNCTION BOX TO
COMBINER PANEL
50 28.35
1,24
240
1.46
���yyattt t t tsr/rrrrr
C,V A, Y l�
No.85111
as
STATE OF
OP,�pP
A�Fir / t0NAl.tl
"Illin
EXPIRES: 2/28/2025
Y
1 ALL EQUIPMENT TO BE LISTED BY UL R OTHER NRTL, AND
LABELEDP# A
CONDUCTORS2. ALL BE COPPER, RATED
DEGREEARE RATED
DEGREE75
RACEWAYS3. CONDUCTOR TERMINATION AND SPLICING AS PER NEC 110.14
4. WIRING, CONDUIT, AND
SHALL BE ROUTED DIRECTLY TO, AND LOCATEDAS CLOSE AS
POSSIBLE RIDGE,#
, OR VALLEY.
5. WORKING CLEARANCES AROUND ALL NEW AND EXISTING
EQUIPMENTELECTRICAL A
6. DRAWINGS INDICATE THE GENERALARRANGEMENT
CONTRACTOR SHALL FURNISHALL NECESSARY OUTLETS,
SUPPORTS, FITTINGS AND ACCESSORIES ,
CODES
AND STANDARDS.
7. WHERE SIZES • RACEWAYS,
CONTRACTORARE NOT SPECIFIED, THE SHALL
ACCORDINGLY.
8. ALL WIRE TERMINATIONS BE »O.#
READILYAND
MODULE9.
FRAME SUPPORT RAIL, # • THE GROUNDING #
MANUFACTURER'S INSTRUCTION.
10. MODULE SUPPORT RAIL TO BE
COPPER
G.E.C. VIA WEEB LUG OR
ILSCO GBL4DBT LAY -IN LUG.
11. THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE.
12, UTILITY tY. # UNRESTRICTEDO ALL
PHOTOVOLTAIC SERVICE
CONFORM13. MODULES
14. RACKING CONFORMS TO AND IS LISTED UNDER UL 2701
ARTICLE15. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS
SUNLIGHT RESISTANT PER NEC ARTICLE 300.6 (C) (1) AND
LOCATIONS16, CONDUCTORS EXPOSED TO WET A BE Y B.
FOR USE IN WET LOCATIONS PA NEC ARTICLEf
MODULEP, ,
IMODEL NO.
0.
PEAK POWER
405 W
s •
INVERTER - SPECIFICATIONS
NO.
Q8M-72-2-US
MAX DC INPUT VOLTAGE
0 v
POWERMODEL
MAX OUTPUT
NOMINAL
fA
NOMINAL AC OUTPUT CURRENT -
.35
Lo
LLJ co
co
_j
k x`.
4
6
® [��p
@
Rae
W
co
z
z
p
a
s
W
N
0
z
W
PERMIT DEVELOPER
DATE
06-21_2023
DESIGNER
OJA
REVIEWER
SHEET NAME
WIRING
CALCULATIONS
SHEET NUMBER
NEC 690.13(B) LABEL IS REQUIRED AT EACH PV SYSTEM
DISCONNECTING MEANS. THIS WILL INCLUDE COMBINER BOXES, AC/DC
SWITCHES A AC DISCONNECTS.
NEC 690.31(G)(3) LABEL IS REQUIRED AT ALL AREAS WHERE PV SYSTEM
CONDUCTORS ARE ENCLOSED INCLUDING JUNCTION BOXES, RACEWAYS,
CONDUIT BODIES, PULL BOXES, ETC
NEC 6A0.13(B) LABEL IS AN OPTIONAL ADDITION TO THE PREVIOUS
LABEL ON SYSTEMS WHERE THE LINE AND LOAD SIDES OF THE
DISCONNECT MAY BE ENERGIZED. THIS LABEL IS NOT REQUIRED BUT
"SHALL BE PERMITTED" BY THE NEC.
NEC 690.56(C)(3) LABEL IS REQUIRED AT THE RAPID SHUT DOWN
SWITCH FCR THE SYSTEM. TYPICALLY. THAT IS GOING TO BE THE
AC DISCONNECT
NEC 705.12(BH3) LABEL IS REQUIRED AT THE MAIN SERVICE
EQUIPMENT.
NFPA-1, 11.12.2.1.5:
THIS LABEL IS REQUIRED AT THE MAIN DISCONNECT
NEC 690,54 LABEL IS REQUIRED AT THE POINT OF INTERCONNECTION
DISCONNECTING MEANS. I.E. THE AC DISCONNECT.
NEC 690.64 LABEL IS REQUIRED AT THE AC DISCONNECTING MEANS
NEC 6H6.54 LABEL IS REQUIRED AT THE AC DISCONNECTING MEANS
NEC 690.66(B) OR NEC 705.10 LABEL IS REQUIRED AT EVERY
POWER SOURCE DISCONNECTING MEANS DENOTING LOCATION(S)
OF OTHER POWER SOURCE($) DISCONNECTING MEANS.
4
N�LLt}tlllCitl17111
g N
! Y
_ S =
STATE DE F
%
"//X2//6"0 Ntlliti
EXPIRES: 2/28/2025
suallimmum
mly1miffilaralusm�
18" SETBACK
e
(N) AC DISCONNECT
(OUTSIDE HOUSE)
- (E) METER MAIN COMBO
(OUTSIDE HOUSE)
ROOF 2
18" SETBACK
705. 10 LABEL LOCATION:
MAIN SERVICE DISCONNECT / MAIN DISTTRIBUTION PANEL PV DISCONNECT
4d )
co
Lc)
u—
_
ffR�
Ud
�-
N
U-
rl-
w
N
w
H
d
a
�
z
z
C7
a
�
Ui
°-
}
Lu
�
w
0
0
z
w
w
PERMIT DEVELOPER
DATE 06-21-2023
DESIGNER OJA
REVIEWER
SHEET NAME 0�
SYSTEM
LABELING
SHEET NUMBER
VSUN
1"novativo & Smart EWcukal Characteristks at Standard Teit Coadikkins(SM)
IRS-10"M" MUM Imam"
405W
Highest pooref Output
20.74%
Module efficiency
25years
Material & Workmanship warranty
30years
Linear pmver output warranty
Munich RE
MBB techrio�ogy with Orcular Ribbon
Higher output power
alf,cetf Technology
Positwe tolerance offer
lArcfOGap
up to 30% extra power generaVon
yield front the back side
Certified fur saNarrtmonfa
corrosion resistance
Load certificates, wind to
240OPa and snow to 540OPa
to -Nei, LCOE
VSUN, a BNEF Tier- I It module manufacturer invested by Fuji Solar, has been committed
to 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
PV CYCA19
mj�"Ywm ftw pma' W
4061
4010
�3
6A
pp
Al V
Sud,wl T ett (o1xc'tm_m r.t C'� ml4r5sm q �"CWr' AM 1 15" i. u,"v:::.w' an"C Pma. 0 - VeO Me r, ng
Ta� 0, t'am i
F 1w, wC.1 dota '0"" to
* 'k"4w '_'11WUe4 4-- o"' p.',
F rl'k c'P ".I w4fix ,w"r'."' I o'�"q
"."fft, ,m too'
Etectrical Characteristics with, different mar side perwei gairi(refemnoe to 400 front)
SIMA? 0M tV
`rA 'AJ
:v"
CNI Z
Temperature, Characteristics
marimum Pstings
3ifx_2
4 S C/1' t 2' C
c;wf'r' jlv;
Uo
W,04'4i, Twl'tw. Ce'-fM-On"'t
IA}
C4"'o Umpw. twr _t
Ar" 1%
Material Characteristics
EVA A -A
Paegaging
System 00sion
P4'ep�
A,
Hnw
x'iwov 4MI(
SAW f" A
r-al, A
U)
ca
0 Uj CY')
> CYI)
C) _j
Z ILL
0
_j
U)
<
N 0-
Uj
N
0
PEFWIT DEVELOPER
DATE 06'21-2c23
DESIGNER OjA
R_E%AEAEF
SHEET NAME
MODULE
DATASHEET
SHEET NUMBER
DS-01
............
lQ8M and lQ8A Microinverters
iA4cll whpc-l-, onat""h'n tkwmicr nvww t*waw'�
Y4 "d.wyo:wMy '4h
WNW
to wal f to G90KITA-a' 0w" Fnp �im/'
%d �'-'ftvewm-
Conan pv mow&; woh an'l
�08' Sprw�' mierafmwwtof� rod-,ft—
"Ag
u,wn<
06 are UL 4,51exl
a& rl'V Rapl Shofd,�wn Utwprwnt
nwhom wh wws f%;W&vvmi' "'*'-w
'Tr to
NO wwwru" WW fM*wQRb%ftf
Woo zhw,
a w%Wr4
C%M 4 0MAMWO
mysed to 0* smss fy"nswed
p"i macklAV&
wwf'*r/'W-fw*wW4
C.".
w— W-041"k-,
sW-w2C)'A fUl, T741-54 31' W
OW01*13't"'a-aw
VI", tiv0twW c"I.M
mwwwww'a
o" �'IfFA I'my"W,
wwww mmw M moo W"
--- T-7
-4-
PERMIT DEVELOPER
DEVGNER GJA
SHEET NAME
144VEEFZTEEFR
DATASHEET
SHEET NUMBER
1:0-02
f", S
n tol h ws f.
A i A f""
I0
X-[Q-AMl-240-4
X-10-AMl-240-4C
ha,v,, -q"a, vis"o erwhosemmon
ENPHASE
Enphase IQ Combiner 4/4(l"
M (10 E 11 J14 tl"!A R c rl
A C
ACCESSORMEn AND AfPi-ACEVENT PARIS
P�
F��l
�wm
Al 41,
FLECTWCAL
kh,,V
MECHANICAL DATA
�I SIP
MT ERNE C T goH u"T ONS
COMN, iANCE
f Aw,PPP,
ENPHASE
P tT DEVELOPER
DATE V-21-202S
GJA
SHEET NME
COMBINER BOX
DATASHEET
SHEET NUMBER
DS-03
—to ItIg
s
tF x ifs"- sw"i�?-,z�;. r
Integrated ffi a
wmmupt wo W axot,
Owl W MOW sr
Required
Vv"
21
f � r
e
sr9
I
PERMIT DEVELOPER
DESIGNER � 9�
j RWAVE
SHEET NAME
ATTACHMENT
DSHEE
SHEET NUMBER
-0