HomeMy WebLinkAbout22-3623ty of
hyrhill
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5335
h Street
Zephyrhills, FL 33542
Phone: 780-0020
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ELF i-Q3
Issue Date: 0219612i�22
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
PE 1 OFFICE
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRE
PROTECT CARD FROM
City of Zephyrhills Permit Application
Buildifig DepartmOnt
Fax-813-780-0021 6P * 3&_J3
Date Received It Phone Contact fear Permitting
owner's Name , F , I I / I
Owner Phone Number RL1�60 6463
936 MERCHANTVILLE CIRCLE, ZEPHYRHILLS FL 33540
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT #
SUBDIVISION PARCEL ID#[3::5:-�25-21-0 20 1-00000-14�0��
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONITR ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION 5;il BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE SO FOOTAGE [2:44 HEIGHT
ltw 4
�F EeILDING �'E r:�� VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE 200A PROGRESS ENERGY W.R.E,C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING E] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS E== FLOOD ZONE AREA =YES NO
BUILDER COMPANY E
SIGNATURE REGISTERED �;N�- FEECURRINY 1 N r�
Address License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED 'ik� FEE CURREN
Address License
tj 0029
PLUMBER COMPANY E;;;�;�
SIGNATURE E:== REGISTERED �E C.�RREN���
Address License #
MECHANICAL COMPANY E
SIGNATURE E=== REGISTERED ;;�FEE�CUIIRE.
Address License ft
OTHER COMPANY E
SIGNATURE REGISTERED ;;;; =FEE r=URRE=NY/ N
Address License#
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now 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 subdivisionsllarge 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 dumpster. 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)
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-S 13.780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
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 pennitfing privileges in Pasco County,
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended, The undersigned also understands, that
such fees, as may be doe, 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 arnended)r If valuation of work is $2,500,00 or more, I certify that 1, 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 Affair.. 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'SIOWNSR'S AFFIDAVIT: I certify that aft 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, WaterNVastewater 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,
- 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
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACT01-
Subscribed and sworn to (or affirmed) before me this scrib? and sworn t , (or affir ed) I in'
b
Who is/are personally known to me or has/have produced Fe-o has/have produced
as identification. as identification.
Public Pf, (JA 141 %4 1-- Notary Public
Commission
Kamp of Notary typed, printed or stamped Name of No type , p�rint.. s a�-pe���
Noteri public State of Florida
Kayelfee Hickey
My CordmissW HH 149341
EXpifg$ 07KW025
a
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 slope of the roof was approximated
to be 19 degrees and having an allowable maximum chord span of 6 feet between supports.
framing has been determined to be adequate to support the imposed loads without structural upgrades.
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 o�r 11 Wind Load (component and Cladding)
Roof Dead Load Dr 10 psf V 140 mph
PV Dead Load DPV 3 psf Exposure B
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.
Sincerely, \OM11111/11
I MWIJ4//,
Vincent Mwumvaneza, P.E No, 86986
EV Engineering LLC
276-220-0064/951-355-3348 Exp. 021281202,1
0 STATE OF
OtVA L'
projects@evengineersnet.com
!=-%VEV
vmw ENGINEERING
Structural Letter for PV Installation
Date: 1/25/2022
•
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fh—is'-L—etter is for —the existing —roof fra—ming wh—ich 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,
I
Cover
2
Attachment checks
3
Roof Framing Check
4
Seismic Check and Scope of work
Engineering Calculations Summary
Code
2020 Florida Buit, i
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 MMMmph
Exposure B
NDS for Wood Construction
Sincerely, No,86986 %
EXP, ,22 z:
Vincent Mwumvaneza, P.E 0128120'r ,1 -�
0 STATE OF
EV Engineering LLC
276-220-00641951-355-3348
ON
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projects @evengi neer�s net.co
Risk Category =
It
V=
mph
ASCE 7-16 Figure 26.5-18
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=
1.00
ASCE 7-16 Table 26.9-1
2
qh= 0.00256K,K,tKdK,V
24.20 psf
Pitch
Degrees
YE=
Conservatively assuming all exposed
9wftMI Zone(1,2e) Zone(2r, 2n) Zone(3e)
Fig. 30-3-2 GCP= -1.1 -2 -2
Eq. 29.4-7 P=qh(GCP)(VE)(V.)= -31.95 -58.09 -58.09
GCP= 0,5
P=qh(GCp)(YE)(Va)= 14.52
Katter Attachments:. U.bD±q,§18LJ�� �=Ib
Connection Check
Prying Coefficieni
Zone
Average Trib Width
Area (ft)
Zone(1,2e)
6
1&5
Zone(2r, 2n)
6
16.5
Zone(3e)
6
16.5
Zone(3r)
6
16.5
Conservative Max=
ft
266 lbs/in
2.5 in
1.4
760 lbs
Uplift (lbs) Down (lbs)
24&5
207.6
4343
207.6
4343
207.6
516,9
207.6
516.9
<
0
Nmm��
am
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
Rafters
Max Length, L = 6.0
Tributary Width,WT = 24 in
Dr= 10 psf 20 plf
Lr = 20 psf
down" 14.52 psf 29.0 pif
PV= 3 psf 6 plf
Pv max Shear=
207.6 lbs
Max Moment, Mu =
195 lb-ft Conservative
Max Shear, V,,=wL/2+Pv Point Load =
286 lb
2X4 Design Value
CL
CF
Cj
Fb = 900 psi
1.0
1.5
1'0
Fv = 180 psi
N/A
N/A
1.0
E = 1600000 psi
N/A
/A
1.0
Em�,
N/A
N/A
1.0
_S800�00psi
Depth, d =
3.5 in
Width, b =
1.5 in
Cross-Sectonal Area, A =
5.25 in 2
Moment of Inertia, lxx =
5,35938 in 4
Section Modulus, Sxx =
3,0625 in 3
Allowable Moment, M.11 = Fb'Sxx =
396.2 lb-ft
Allowable Shear, V.11 = 2/3Fv'A =
630.O lb
projects@ eve ngi neersn et.co
or Roof with Pv
Dpv and Racking
therefore no further seismic analysis is required,
RNMEME =A==
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -
JESSICA RODRIGUEZ. The analysis was according to applicable building 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
SYSTEM DETAILS
DESCRIPTION NEW GRID -INTERACTIVE PHOTOVOLTAIC
SYSTEM WITH NO BATTERY STORAGE
DO RATING OF SYSTEM SYSTEM SIZE:10.54 KW DO STO
AC RATING OF SYSTEM 7,44 KW
AC OUTPUT CURRENT 31 A
NO. OF MODULES (31) HANWHA Q CELL Q.PEAK DUO BLK-G6
(340W) SOLAR MODULES
NO, OF INVERTERS (31) ENPHASE IQ7-60-2-US MICROINVERTERS
POINT OF CONNECTION BACKFEED BREAKER IN THE MSP
(1) BRANCH OF 16 MODULES
ARRAY STRINGING (1) BRANCH OF 15 MODULES
TE DETAILS
IF��s�l —
ASHRAE EXTREME LOW -I.0
ASHRAE 2% HIGH 33°C
GROUND SNOW LOAD 0 PSF
WIND SPEED 140MPH (ASCE 7-16)
RISK CATEGORY II
WIND EXPOSURE CATEGORY B
GOVERNING CODES
FLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 (FRO)
FLORIDA BUILDING CODE, 7TH EDITION 2020 (FBC)
FLORIDA FIRE PREVENTION CODE, 7TH EDITION 2020 (FFPC)
NATIONAL ELECTRIC CODE, NEC 2017 CODE BOOK, NFPA 70
FAT INDEX
SHEET NO, SHEET NAME
A-00 SITE MAP & VICINITY MAP
A-01 ROOF PLAN & MODULES
S-01 ARRAY LAYOUT
S-02 STRUCTURAL ATTACHMENT DETAIL
E -01 ELECTRICAL LINE DIAGRAM
E -02 WRING CALCULATIONS
E - 03 SYSTEM LABELING
DS-01 MODULE DATASHEET
DS -02 INVERTER DATASHEET
DS - 03 COMBINER DATASHEET
DS - 04 RACKING DATASHEET
DS - 05 ATTACHMENT DATASHEET
N
18" SETBACK
(E) UTILITY METER
(OUTSIDE GARAGE)
(E) MAIN SERVICE PANEL
(INSIDE GARAGE)
N\\\ 0 W U 4
No.86986
'0 Exp. 02/28/20g
STATE OF
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ZONAL
OT11-01-1-
'HYRHILLS Ft 3
EC13010029
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PERMIT DEVELOPER
DATE ff 01/25/2022
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DESIGNER I OPH
REVIEWER'
SHEET NAME
SITE MAP &
VICINITY MAP
SHEET NUMBER
A-00
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 31 MODULES I
MODULE TYPE = HANWHA Q CELL Q.PEAK DUO BLK-G6 (340W) SOLAR
MODULES
WEIGHT = 4187 LBS / 19.9 KG,
MODULE DIMENSIONS = 68.50" X 40.55" = 19.29 SF
NUMBER OF INVERTER = 31 INVERTERS
INVERTER TYPE = ENPHASE IQ7-60-2-US MICROINVERTERS
DC SYSTEM SIZE: 10.54 KW
AC SYSTEM SIZE: 7.44 KW
ROOF ACCESS POINT
) UTILITY
(OUTSIDE
) MAIN SERVICEL
(INSIDE E)
a
L
a
w
NOTES:
1, LOCATION OF JUNCTION BOX(E S), AC
DISCONNECTS(S), AC COMBINER. PANEL(S),
AND OTHER ELECTRICAL EQUIPMENT(S)
RELEVANT TO PV INSTALLATION SUBJECT TO
CHANGE BASED ON SITE CONDITIONS.
2, SETBACKS AT RIDGES CAN BE REDUCED TO
13 INCHES IN COMPLIANCE WITH FBC R 324.62,
TOTAL PLAN VIEW AREA = 2643,3 SOFT
TOTAL PV AREA = 31(68.50 IN)(40. s5 IN)i(144
IN-2)
597.97 SOFT
(597,97 SOFT12648-3 SQFT)100 = 22.53 %
TOTAL PV AREA POPULATES 22,58 % OF TOTAL
FLAN VIEW AREA AND IS WITHIN THE 33%
REQUIREMENT.
\_` ROOF
ARRAYPV
ROOF ACCESS POINT
GENERAL INSTALLATION PLAN NOTES.
1) ROOF ATTACHMENTS TO RAFTERS SHALL BE INSTALLED
AS SHOWN IN SHEET S-01 AND AS FOLLOWS FOR EACH WIND
ZONE:.
WIND ZONE 1: MAX SPAN 6-0" O.C,
WIND ZONE 2: MAX SPAN 4'-0" O.C.
WIND ZONE 3: MAX SPAN 2'-0"f O.C.
2) EXISTING RESIDENTIAL BUILDING ROOF WITH MEAN ROOF
HEIGHT 15 FT AND 2"x4" WOOD ROOF RAFTERS SPACED 24" O.0
CONTRACTOR TO FIELD VERIFY AND SHALL REPORT TO THE
ENGINEER IF ANY DISCREPANCIES EXIST BETWEEN PLANS
AND IN FIELD CONDITIONS.
(N) AC DISCONNECT
(N) COMBINER PANEL
(OUTSIDE GARAGE)
CONDUIT RUN
A
- MODULE STRING
- MODULE STRING
LEGENDS
- UTILITY METER
€sP
- MAIN SERVICE PANEL
-METER MAIN COMBO
,���1�lllddJ�
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sWH
- SMART WATER HEATER
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-JUNCTION BOX
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- BACKUP INTERFERNCE
° 4
BAT
- BATTERY
Exp. 021281202
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Kp
- COMBINER PANEL
'°..,....
AC DISCONNECT
A \
P�
- PRODUCTION METER
)()
V I
-INVERTER
Ell
- FIRE SETBACK
- STRING TAG
18"SETBACK
rzz(ROOF
O
- VENT ATTIC FAN
,ice
OBSTRUCTION)
- CONDUIT
5344 9TH ST, ZEPHYRHILLS FL 33541
LICENSE# EC13010029
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PERMIT DEVELOPER
DATE 01/25/2022
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DESIGNER QPH
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REVIEWER
SHEET NAME
ROOF PLAN
MODULES�
SHEET NUMBER
I--_
I
ROOF DIESCIII ITIIQINI:
(ROOF #1)
MODULES - 17
ROOF TILT - 19*
ROOF AZIMUTH - 180'
RAFTER SIZE - ZX4" @ 24" O,C
Ewa=
MODULES -14
ROOF TILT - 19'
ROOF AZIMUTH - 270'
RAFTER SIZE - ZX4" @ 24" O.C.
m
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57f-311 —
ROOF #1
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WIND LOAD INFORMATION -
THIS SYSTEM HAS BEEN DESIGN TO MEET
THE REQUIREMENTS OF THE 7TH EDITION OF
THE FLORIDA BUILDING CODE AND USED
THE FOLLOWING DESIGN PARAMETERS:
ULTIMATE WIND SPEED,- 140 MPH
EXPOSURE CATEGORY, B
RISK CATEGORY, 11
MEAN ROOF HEIGHT: 15
ROOF SLOPE- 07'-20'
TRUSS/ RAFTERS LOCATIONS ARE
APPROXIMATE, ACTUAL LOCATIONS MAY
DIFFER AND CONTRACTOR MAY NEED TO
ADJUST MOUNT LOCATIONS, IN NO CASE
SHALL THE MOUNT SPACING EXCEED "MAX.
MOUNT SPACING"
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86986
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4�-
LEGENDS
12
- FIRE SETBACK
00
- VENT, ATTIC FAN
(ROOF OBSTRUCTION)
- PV ROOF ATTACHMENT
- RAILS
- RAFTERS / TRUSSES
- METAL SEAM
WIND ZONE 1
- WIND ZONE 1
1
- WIND ZONE V
WIND ZONE 2
- WIND ZONE (2)
- WIND ZONE (2r)
- WIND ZONE (2e)
-WIND ZONE (2n)
WIND ZONE-3
- WIND ZONE (3)
- WIND ZONE (3r)
- WIND ZONE (3e)
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PERMIT DEVELOPER
DATE 01/25/2022
DESIGNER OPH
SHEET NAME
ARRAY
LAYOUT
SHEET NUMBER
S-01
PHOTOVOLTAIC
1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE 7th 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 7° (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, MECHANICAL,
ELECTRICAL, AND SOLAR SPECS.
6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINIUM 6105-T5 UNLESS
OTHERWISE NOTED,
7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED,
6, 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.
IRONRID%E XR 100
UNI C (FLASHLOC)
TDrINID MC: VD Inn
STRUCTURAL ATTACHMENT DETAILS
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PERMIT DEVELOPER
DATE 01/25/2022
DESIGNER OPH
REVIEWER
SHEET NAME
ATTACHMENT
SHEET NUMBER
Q CABLES --
#COTE.
1. SUBJECT PV SYSTEMS HAS BEEN DESIGNED TO MEET THE
REQUIREMENTS OF THE NEC 2017, NFPA 74 AND THOSE SET FORTH BY
THE FLORIDA SOLAR ENERGY CENTER CERTIFICATION, INCLUDING
MAXIMUM NUMBER OF MODULE STRINGS, MAXIMUM NUMBER OF
MODULES PER STRING, MAXIMUM OUTPUT, MODULE MANUFACTURER
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,
SOLAR ARRAY (I0.54KW-DC STC)
(31) HANWHA Q CELL Q.PEAK DUO BLK-G6 (34OW)
SOLAR MODULES
(1) BRANCH OF 16 MODULES
ENPHASEIQ7-60-2-US (1) BRANCH OF 15 MODULES
MICROINVERTERS
PV MODULES
5344 9TH ST, ZEPHYRHILLS PL 33541
LICENSEE EC13010029
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—i .l
INTERCONNECTION
120% RULE - NEC 705.12(13)(2)(3)(b)
UTILITY FEED + SOLAR BACKFEED TO UTILITY GRID <
200A + 40A = 240 A -
SUSS RATING x 120% L1 L2 N
(N)JUNCTION BOX 200A x 120% o = 240A �a a BI-DIRECTIONAL Lu >-
600 V, NEMA SIR UTILITY METER � CL
UL LISTED (N)125A ENPHASE IQ COMBINER 3 1-PHASE, 240V LLJ
LL-
(X-IQ-AM1-240 3) [WITH UPTO (4) (OUTSIDE GA GE) LLJ
2-POLE BREAKERS AND ENVOY (N) AC DISCONNECT;
Li L N
COMMUNICATION GATEWAY] 240V, 60AMP, UNFUSED
NEMA 3R, UL LISTED
(2) #10 AWG THWN-2 - RED
(2) #10 AWG THWN-2 - BLACK
(1) #10 AWG THWN-2 GND
IN 3/4" IMC, RMC, FMC, LFMC,
PVC, HDPE, NUCC, RTRC,
LFNC, FMT, ENT OR EMT
CONDUIT RUN
OEM
Im
(3) #8 AWG THWN-2
(1) #10 AWG THWN-2 GND
IN 3/4- IMC, RMC, FMC, LFMC,
PVC, HDPE, NUCC, RTRC,
LFNC, FMT, ENT OR EDIT
CONDUIT RUN
8 No.8 I11
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EXPIRES: 2/28/2023
(E) MAIN SERVICE
PANEL, 200A RATED, 240V.
(INSIDE GARAGE)
— (E) MAIN BREAKER 20OA/2P, 240V
l 120OA/2P�-
L2
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40A/2P
L1 L1 BACKFEED
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EXISTING GROUNDING
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PERMIT DEVELOPER
DATE 01/25/2022
DESIGNER OPH
REVIEWER
SHEET NAME
ELECTRICAL
LINE DIAGRAM
SHEET NUMBER
-1
ELECTRICAL CALCULATIONS-
1. CURRENT CARRYING CONDUCTOR
(A) BEFORE IQ COMBINER PANEL
AMBIENT TEMPERATURE = 33°C'
CONDUIT INSTALLED AT MINIMUM DISTANCE OF 7/8 INCHES ABOVE ROOF .... NEC 310,15(B)(3)(c)
TEMPERATURE DEI .ATE FACTOR ® 0.96 ... NEC 310.15(B)(2)(a)
GROUPING FACTOR - 0.8 ... NEC 310.15(B)(3)(a)
CONDUCTOR AMPACITY
= (IN V O/P CURRENT) x 1.25 / A.T.F / G.F ... NEC 690.8(1 )
= [(16 x 1) x 1.25] 1110.96 / 0.8
= 26.04 A
SELECTED CONDUCTOR ® #10 THWN-2 .. NEC 310.15(B)(1.6)
I al w I I t ow
CONDUCTOR AMPACITY
=(TOTAL INV O/P CURRENT) x 1.25 / 0.96 /1 ...NEC~ 690.8(B)
=[(3 Ix 1) x 1.25] /0.96 / 1
=40.36 A
SELECTED CONDUCTOR - #8 THWN-2 ...NEC 310.15(B)(16)
2, PV OVER CURRENT PROTECTION ..NEC 690.9(B)
=TOTAL INVERTER O/P CURRENT x 1.25
=(31 x 1) x 1.25 = 38.75 A
SELECTED OCPD =40A
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N
No. 851, 11
STATE OF
EXPIRES: 2/28/2023
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 1 10A4
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 WEEB 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 300.6 (C) (1) AND ARTICLE
310A0 (D).
16. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE
FOR USE IN WET LOCATIONS PER NEC ARTICLE 310.10 (C).
PHUNE: 855-33S-24b&
5344 9TH ST, ZEPHYRHILLS FL 33541
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PERMIT DEVELOPER
DATE 0112512022
DESIGNER OPH
REVIEWER
SHEET NAME
WIRING
CALCULATIONS
SHEET NUMBER
E-02
Im
ELECTRIC SHOCK HAZARD
DO NOT TOUCH TERMINALS
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
LABEL LOCATION:
AC DISCONNECT, POINT OF INTERCONNECTION.
COMBINER PANEL
(PER CODE: NEC 690,13(B))
'IRIAt2�IV �tI�T'�'1/t)I.iAI s
ER C811Ft�E
LABEL LOCATION.
CONDUIT RUNWAY
(PER CODE: NEC690,31(G)(3)(4))
WARNING DUAL POWER SOURCE
SEC6N#J St7URCESS PH43TOSfbLTAIC SYSTEM fr-
LABEL LOCATION;
MAIN SERVICE DISCONNECT
(NEC 705,12(B)(3-4) & NEC 690.59)
ADHESIVE FASTENED SIGNS:
-ANSI Z535,4-2011 PRODUCT SAFETY SIGNS AND LABELS, PROVIDES
GUIDELINES FOR SUITABLE FONT SIZES, WORDS, COLORS, SYMBOLS, AND
LOCATION REQUIREMENTS FOR LABELS. NEC 110.21(B)(1)
THE LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE
ENVIRONMENT INVOLVED, NEC 110.21(B)(3)
-ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY
ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT. IFC 605.11.1.3
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No. 85111
S 8 e
STATE OF
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UVERTER
)0,54)
:ONNECTION, MAIN SERVICE DISCONNECT
705.12 (B)(2)(c))
elboard is rated not less than sum of ampere ratings
euices supplying, it]
LABEL LOCATION:
COMBINER PANEL, AC DISCONNECT
(PER CODE: NEC 690,52)
sum
IFC 605.11.3.1(1) & 690,56(C)(1)(a) label for PV Systems that
Shutdown the array and the conductors leaving the array
C �. 6.33-333-L�fD>
53449;H' ST, ZEPHYRHILLS FL 33541
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T-111
PERMIT DEVELOPER
DATE: 01/25/2022
DESIGNER OPH
REVIEWER
SHEET NAME {
SYSTEM
LABELING
SHEET NUMBER
1