HomeMy WebLinkAbout22-5126City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-005126-2022
Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 11/01/2022
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.
�`I =,A 1=0 ornparty , . h. penwmea in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
. ............ . . . .
--- CONTRACTOR SIGNATURE
PEfAIT OFFICEf)
:1:2 1101004
813-780-0020
City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received mitting ? -
11 1 1 1 'Z_ Phone Contact for Per s-
k a A I I It t t � . . . . . . . . . . . It a t S
11 1 1 t I t Owner's Name t�? d Owner Phone Number
Owner's Address a 214,41 Owner Phone Number
Fee Simple Titleholder Name Owner Phono Number
Fee Simple Titleholder Address
JOB ADDRESS LOT #
SUBDIVISION PARCEL ID# or., `art 0 C', co 4:-,, 31 :C],x
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F-1 ADD/ALT SIGN DEMOLISH
R INSTALL [::] REPAIR
PROPOSED USE SFR E:::] COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK f" c 4 Li r
BUILDING SIZE I I SCI FOOTAGE HEIGHT
ct tt k t kk xx ttx k t" kx k ktt t k k tx t x kt ktkk L k x t x x klElEktt k Lt k t tx K k IE t tlE t tkEtTl
BUILDING VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL AMP SERVICE PROGRESS ENERGY = W. R. E. C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
= GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE '/ N REGISTERED FEE' cu
Address License I
ELECTRICIAN COMPANY
' SIGNATURE REGISTERED t Y,3/ N FEE CURREN N
Address License1
PLUMBER COMPANY
SIGNATURE REGISTERED / N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License #
OTHER COMPANY L
SIGNATURE REGISTERED L_yj N _J FEE CURREN Y/N
Address E_ = License# I
I I I I It It I I I I I I I I I a I a I I I I A I I I t I I I I I t I It I T I I I I I I It I I I I I I I t I t I I I I I a a I I I 1 11 1
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 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
V6
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" 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 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 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, Welland 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 '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 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
jr7(jTFi YOUR LEN„�ER �� AT'�,�jEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to (or affirmed) before me this Subscribed and swoTto (or affirmed) rem this
by Id y _,-
VTh—o,s/are personally known to me or has1have produced Who is/are personally known to 4ZLer has/nave produced
as identification. as identification.
17
Notary Public 3 �_ Notary Public
tX
Commission No. Commission No.
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
REE
t 7 � a i'
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Causeway Blvd, Suite 19 +Mandeville, Louisiana 70471+Phone: 985.624.5001+ Fax: 985.624.5303
Wednesday, March 1, 2023
Property Owner: Luis Gonzalez
Property Address: 6589 Wagon Trail Street, Zephyrhills, FL 33541
RE: Photovoltaic System Roof Installations
I have reviewed the existing structure referenced above to determine the adequacy of the existing structure support the
proposed installation of an array of solar panels on the roof.
Based on my review, the existing structure meets or exceeds applicable codes listed below to support the proposed solar
panel installation. This assessment is based on recent on -site inspection by solar inspectors and photographs of the
existing structure. The photovoltaic system is designed to withstand uplift and downward forces; our assessment is
regarding the structure's support of the array. Stresses induced by the introduction of individual mount loads on the rafters
or truss top chord are within acceptable limits as shown on the attached calculations. The structural considerations used
in our review and assessment include the following:
Evaluation Criteria:
Applied Codes: ASCE 7-16 FBC 2020 NEC 2017
Risk Category: II
Design Wind Speed (3-second gust): 137 mph
Wind Exposure Category: C
Ground Snow Load: 0 PSF
Seismic Design Category: D
Existing Structure:
Roof Material: Shingle
Roof Structure: 2x4 Truss Top Chord
Roof Slope: 5/12
♦•.. 2 4.
,5001
INFO@PI-AEC.COM
FLORIDA FIRM9
PRINCIPAL Inftastructur.
.1rctattaetruro 4 Engmearing + Camliwftox
vrww.pi-a .c # " t i-aecacom
Effect of the Solar Arrav on Structure Loading:
Gravity Load:
Per IBC Section 1607, the areas of the roof where solar panels are located are considered inaccessible, and
therefore not subject to roof live loading. Live load in these areas is replaced by the dead load of the solar
array, 3 psf. The total gravity load on the structure is therefore reduced and the structure may remain unaltered.
Connections of the mounts to the underlying structure are to be installed in a
staggered pattern, except at the array ends, to distribute the loading evenly to the roof structure. The stresses
within the rafters or truss top chord due to the introduction of discrete mount loads are within acceptable limits,
as shown on the attached calculations.
Wind Load:
The solar panel array will be flush mounted (no more than 6" above the surrounding roof surface, and parallel
to the roof surface. Any additional wind loading on the structure due to the presence of the array is negligible.
The array structure is designed by the manufacturer to withstand uplift and downward forces resulting from
wind and snow loads. The attached calculations verify the capacity of the connection of the solar array to the
roof to resist uplift due to wind loads, the governing load case.
Snow Load:
The reduced friction of the glass surface of the solar panels allows for the lower slope factor (Cs) per Section
7.4 of ASCE 7.16 resulting in a reduced design snow load for the structure. This analysis conservatively
considered the snow load to be unchanged.
Seismic Load:
Analysis shows that additional seismic loads due to the array installation will be small. Even conservatively
neglecting the wall materials, the solar panel installation represents an increase in the total weight of the roof
and corresponding seismic load of less than 10%. This magnitude of additional forces meets the requirements
of the exception in Section I IB.4 of ASCE 7-16. The existing lateral force resisting system of the structure is
therefore allowed to remain unaltered,
NUH101141VIA41110 10114'
1011 R. CAISETT+ r •
MANDEVILLE, LA .
985.624.5001
FLORIDA FIRM NO.0649
<xlmprovir�g the PRINUPAL Infrastructure afour 'orld"
PRINCIPAL i
Page 3 of 3
Conclusion
To the best of my professional knowledge and belief, the subject construction and photovoltaic system
installation will be in compliance with all state and local building codes and guidelines in effect at the time of
our review.
Limitations
Engineer's assessment of the existing structure is based on recent field reports and current photographs of the
elements of the structure that were readily accessible at the time of inspection. The design of the solar panel
racking (mounts, rails, connectors, etc.), connections between the racking and panels, and electrical
construction related to the installation are the responsibility of others. The photovoltaic system installation must
be by competent personnel in accordance with manufacturer recommendations and specifications and should
meet or exceed industry standards for quality. The contractor is responsible for ensuring that the solar array is
installed according to the approved plans and must notify the engineer of any undocumented damage or
deterioration of the structure, or of discrepancies between the conditions depicted in the approved plans and
those discovered on site so that the project may be reevaluated and altered as required. Engineer does not
assume any responsibility for improper installation of the proposed photovoltaic system.
r;
a-
r �
a H&I LailV-A1
N
i t M11106
MANDEVILLE, LA 70471
985.624.5001
FLORIDA FIRM NO. 30649
"Improving the PRINCIPAL 1nftas&ucWre ofpur World"
Uplift and Wind Downforce Calculation Summary (ASCE 7-16)
Mount, Rack, & Panel Proportioning
Point Load Check and Rafter Stress Analysis
Property,Cwner.
Luis Gonzalez
Max, Individual
Panel Dimensions
Project Address:
6589 Wagon Trail Street
Length (in)
Width (in} Area (sf)
1
City, State: I ,
Zephyrhills, FL 33541
57.6
41.1 16A4
Roof Dimensions:
Length:
48
Greater Dimensioni 48 1
Width:
44
Least Dimension: 44
Roof Height (h):
25
Fig 30,4-1, valid under 60' ✓
Pitch: ==on 12 =
22,6'
Must be less than 45' ✓
Roof Configuration
Hip
Roof Structure
2x4 Truss Top Chord
Roof Material
Plywood
Risk Category:
11
Basic Wind Speed:
137
From 26.5-1
Exposure Category:
C
Fig. 26.7
Topographic Factor (K,)
1.35
Fig. 26.8-1
Wind Pressure @ h=30, Pnt30
See Table Below Fig, 30.4-1
K & Exposure Adjustment (A)
1.35
Fig. 30.4-1
Adjusted Wind Pressures, Pnet
See Table Below Eq. 30.4-1
Effective Wind Area (sf):
8.22
(Area per individual mount)
;ion (L or W) x 0.10 4.4
10
iion (L or W) x 0.04 136
-4.4
4.4
a= 4.4
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STET•�
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
i
is
rg
41
«STATE :
PRINCIPAL ENGINEERING,
1011 N. CAUSEWAY +
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
Zone 1: 2 rails, mounts @ 2 ft. o.c.
2 rails, mounts @ 2 ft• o•c•
N/A
N/A
2 rails, mounts @ 2 ft. o.c.
Zone 2r:
Zone I':
N/A
Zone 3:
Zone 2:
N/A
Zone 3e:
Zone 2e:
2 rails, mounts @ 2 ft. o.c.
Zone 3r:
Zone 2n:
N/A
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
July 2022
Property Owner: Luis Gonzalez
Property Address: 6589 Wagon Trail Street, Zephyrhills, FL 33541
RE: Photovoltaic System Roof Installations
I have reviewed the existing structure referenced above to determine the adequacy of the existing structure support
the proposed installation of an array of solar panels on the roof.
Based on my review, the existing structure is adequate to support the proposed solar panel installation. This
assessment is based on recent on -site inspection by solar inspectors and photographs of the existing structure.
The photovoltaic system is designed to withstand uplift and downward forces; our assessment is regarding
the structure's support of the array. Stresses induced by the introduction of individual mount loads on the rafters or
truss top chord are within acceptable limits as shown on the attached calculations. The structural considerations used in
our review and assessment include the following:
Evaluation Criteria:
Applied Codes: ASCE 7-16 FBC 2020
Risk Category: 11
Design Wind Speed (3-second gust): 165 MPH
Wind Exposure Category: C
Ground Snow Load: 0 PSF
Seismic Design Category: D
Existing Structure:
Roof Material: Shingle
Roofing Structure: 2x Wood Rafters/Truss Top Chord
Roof Slope: 5/12
'PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
PRINCIPAL lnfrastructure*
Architecture + Engineering * Construction
"ww.pi-aec.corn + info pi-aec, corn
PRINCIPAL Engineering
Architecture * Engineering * Construction
mpm�
Effect of the Solar Arrav on Structure LoadinE:
Gravi!y Loads:
Per IBC Section 1607.12.5, 1, the areas of the roof where solar panels are located are considered
inaccessible, and therefore not subject to roof live loading. Live load in these areas is replaced by the dead
load of the solar array, 3 psf. The total gravity load on the structure is therefore reduced and the structure
may remain unaltered. Connections of the mounts to the underlying structure are to be installed in a
staggered pattern, except at the array ends, to distribute the loading evenly to the roof structure. The
stresses within the rafters or truss top chord due to the introduction of discrete mount loads are within acceptable I
imits, as shown on the attached calculations.
Wind Load:
The solar panel array will be flush mounted (no more than 6" above the surrounding roof surface, and
parallel to the roof surface. Any additional wind loading on the structure due to the presence of the array is
negligible. The array structure is designed by the manufacturer to withstand uplift and downward forces
resulting from wind and snow loads. The attached calculations verify the capacity of the connection of the
solar array to the roof to resist uplift due to wind loads, the governing load case.
Snow Load:
The reduced friction of the glass surface of the solar panels allows for the lower slope factor (C) per
Section 7.4 of ASCE 7-16 resulting in a reduced design snow load for the structure. This analysis
conservatively considered the snow load to be unchanged.
Seismic Load:
Analysis shows that additional seismic loads due to the array installation will be small. Even conservatively
neglecting the wall materials, the solar panel installation represents an increase in the total weight of the
roof and corresponding seismic load of less than 10%. This magnitude of additional forces meets the
requirements of the exception in Section I I BA of ASCE 7-16 . The existing lateral force resisting system
of the structure is therefore allowed to remain unaltered.
PRINCIPAL ENGINEERING, INC.
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
"Improving the PRINCIPAL Infrastructure of our World"
PRINCIPAL Engineering
Architecture * Engineering * Construction
Conclusion:
Page 3 of 3
To the best of my professional knowledge and belief, the subject construction and photovoltaic system
installation will be in compliance with all state and local building codes and guidelines in effect at the time
of our review.
Limitations:
Engineer's assessment of the existing structure is based on recent field reports and current photographs of
the elements of the structure that were readily accessible at the time of inspection. The design of the solar
panel racking (mounts, rails, connectors, etc.), connections between the racking and panels, and electrical
engineering related to the installation are the responsibility of others. The photovoltaic system installation
must be by competent personnel in accordance with manufacturer recommendations and specifications and
should meet or exceed industry standards for quality. The contractor is responsible for ensuring that the
solar array is installed according to the approved plans and must notify the engineer of any undocumented
damage or deterioration of the structure, or of discrepancies between the conditions depicted in the
approved plans and those discovered on site so that the project may be reevaluated and altered as required.
Engineer does not assume any responsibility for improper installation of the proposed photovoltaic system.
ANCIPA6ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985,624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
"Improving the PRINCIPAL Infrastructure of olir World"
Uplift and Wind Downforce Calculation Summary (ASCE 7-16)
Mount, Rack, & Panel Proportioning
Point Load Check and Rafter Stress Analysis
-Property Owner
Luis Gonzalez
Max. Individual Panel Dimensions
Project Address:
6589 Wagon Trail Street
Length ( in)
Width (in)
Area (sf)
City, State:
Zephyrhills, FL 33541
77
39
20.85
Roof Dimensions:
Roof Height (h):
Pitch:
1 5 on 12
Roof Configuration
Roof Structure
Roof Material
Risk Category:
Basic Wind Speed:
Exposure Category:
Topographic Factor (K,t)
Wind Pressure @ h=30, NON
Ht. & Exposure Adjustment (A)
Adjusted Wind Pressures, P..,
Effective Wind Area (sf):
Length: 44 Greater Dimensioni
Width: 44 Least Dimension:
30 Fig 30.4-1, valid under 60' ✓
W226� Must be less than 45' ✓
Hip
2x Truss Top Chord
Plywood
165 From 26.5-1
C Fig. 26.7
1.40 Fig. 26.8-1
Tee Table Below Fig. 30.4-1
1.4 1 Fig. 30.4-1
See Table Below Eq. 30.4-1
10.43 ((Area per individual mount)
I - Least Roof Horizontal Dimension (L or W) x 0.10
4.4
2 - Roof Height x 0.4
12
3 - Least Roof Horizontal Dimension (L or W) x 0,04
1.76
4 - Least of (1) and (2)
4.4
5 - Greater of (3) and (4)
4.4
6 - Greater of (5) and 3 feet
a=
4.4
STATE Of
Mffl,
ill
Wi'5
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
44
44
Net Design Pressures, p,,, (Fig 30.4-1), Components & Cladding
Uplift -(-psf) = Factored Pressure
P30W FIK7,tP30-t (0.6W, ASCE 7-16)
-M
on
T-
-0
M
7one —I _766-3-730 —8 78.5 20* < 0 5 27o
Zone 2e,2r,3 92.2 1-808 108.5
B9111011241110CA10 ,
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
Snow Load
Ground now Load-,
Terrain Category:
Exposure
Exposure FactorCe
Thermal Factor, Ct
Importance Factor, Is
Roof Configuration
Roof Slope
Distance from Eave to Ridge
pm, Minimum required Snow Load
pf, Calculated Snow Load
pf, Design Snow Load
0-0
From ASCE 7 or AHJ
Para 6.5,6.3
Table 7-2
Table 7-3
Table 1.5.2
Para. 7.3.4
Eq. 7.3-1
C
Fully
0.9
1.2
1.0
Hip
22.6*
22.0
N/A
0.00
0.00 psf
Zone 1:
3 rails, mounts @ 2 ft. o.c.
Zone 1':
N/A
Zone 2:
N/A
Zone 2e:
3 rails, mounts @ 2 ft. o.c.
Zone 2n:
N/A
Zone 2r:
3 rails, mounts @ 2 ft. o.c.
Zone 3:
3 rails, mounts @ 2 ft. o.c.
Zone 3e:
N/A
Zone 3r:
N/A
rail analysis, allowable spacing and number of rails are controlled by individual mount pullout before roil bending)
PRINCIPAL ENGINEERING, INC,
1011 N, CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
NOTES:2,1.1 SITE
S COLORED OR MARKED AS FOLLOWS:
PHASE .. OR BLACK PHASE OR R:..i OR OTHER
2.1.2 A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH
CONVENTION IF THREE PHASE PHASE C OR L3- BLUE,
OSHA REGULATIONS.
i•a OTHER CONVENTION
MODULESARE i l -ED NON-COMBUSTIBLE AND THIS
WHITE OR GREY IN 4-WIRE DELTA CONNECTED
SYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE
PHASE WITH HIGHER VOLTAGE TO BE MARKED ORANGE
BATTERIES.
THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING,
MECHANICAL,11.4
OR i •ii
GROUNDING
PROPERACCESS AND WORKING CLEARANCE AROUND
AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS
2,5.2 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR
PERSECTION NEC 11 O26.
THEIR PURPOSE,AND GROUNDING DEVISES EXPOSED TO THE
. ROOF COVERINGS• DESIGNED,+ E • i
ELEMENTS SHALLRATED FOR SUCH USE.
MAINTAINED IN ACCORDANCE O AND THE APPROVED2.5.3
PV EQUIPMENT• ' i i ! ACCORDING TO NEC
INSTRUCTIONS SUCH THAT THE ROOF COVERING
690.43 AND MINIMUM NEC TABLE 250.122.
BUILDINGMANUFACTURER'S
SERVES TO PROTECT THE
EQUIPMENT i+ iNS:
ENCLOSURCONSIDERED 'i i i IN ACCORD t
NEC •
INDIRECT BERATED
�� ' � �! 'k ■. is k ! � : !•�
l + i'i i ••i
!� i fii► k. ii■i
RACKING 1 ! ARRAY WILL BE
INSTALLEDACCORDING i
CODE -COMPLIANT INSa k MANUAL. itCLAMPSREQUIRE k
DESIGNATED SPACE BETWEEN MODULES,AND RAILS MUSTALSO
EXTEND ' MINIMUM DISTANCE BEYOND EITHER OF
RR i ACCORDING RAI MANUFACTURER'S
INSTRUCTIONS.
JUNCTIONBOX WILL BE INSTALLED PER MANUFACTURERS'
SPECIFICATIONS, IF ROOF -PENETRATING TYPE, IT SHALL BE FLASHED &
SEALED PER LOCAL Q
ROOFTOP FOR i RACEWAY COMPLETED
AND
SEALEDAPPROVED
i. k SEALANT PER
i. CODE k
LICENSED CONTRACTOR.
2.3.5 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO
GREATER THAN THE SPAN DISTANCE . D BY THE RACKING
MANUFACTURER.
2.3.6 WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL
BE STAGGERED AMONGST ROOF FRAMING MEMBERS.
110 ol i E!!i ii
.. ..i • i a i i •' a i
Otl ITIJAIIII CODE REQ191REME111AIlD ARE iMEAll
CONDUCTORS SIZiACCORDING TO NEC . 690.7
VOLTAGE i`i" LIMITED TO
DC WIRING LIMITED TO MODULE FOOTPRINT,
MICROINVERTER WIRING SYSTEMS SHALL BE LOCATED AND
SECURED UNDER THE ARRAY W/ SUITABLE WIRING CLIPS.
+ i k
2.5.5 EQUIPMENT GROUNDING CONDUCTORS SHALLBE SIZED
ACCORDING DI ! NEC 690.45 i MICROINVERTER
k. k. i` INSTRUCTIONS.
2.5.6 EACH MODULE WILL BE GROUNDED USING WEEB
GROUNDING i SHOWN
MANUFACTURERDOCUMENTATION AND APPROVED BY THE AHJ.
IF WEEBS ARE i USED, MODULE 'i
INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER TH
MANUFACTURERS'INSTALLATIONREQUIREMENTS.
2.5.7 THE GROUNDING i i TO A MODULE
ARRANGED SUCH THAT THE REMOVAL OFA MODULE DOES NOT
INTERRUPT k GROUNDINGi ii TOANOTHER MODULE.
SHALL2.5.8 GROUNDING AND BONDING CONDUCTORS, IF INSULATED,
COLORED GREEN OR MARKED GREEN IF .♦ AWG OR
LARGER•
• 'i i i• i '
OR INADEQUATE,, GROUNDING ELECTRODE
PROVIDEDSYSTEM ACCORDING TO NEC 250, NEC 690.47AND
2.5.10 GROUND -FAULT DETECTION SHALL COMPLY WITH NEC
690.41 AND iREDUCE +ii.
WIRED2.6.2 DISCONNECTING SWITCHES SHALL BE SUCH
THAT WHENTHE SWITCH IS OPENED THE CONDUCTORS
ENERGIZEDREMAINING ARECONNECTED TO THE TERMINALS
MARKEDSIDE"(TYPICALLYs!
DISCONNECTS TO BE ACCESSIBLE TOQUALIFIED
PERSONNEL,
! LOCKABLE, AND :. k VISIBLE-BREA
2.6.4 PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS
SHALLi + RAPID SHUTDOWN FUNCTIONTO REDUCE
SHOCK+ +` FOR `• i
ACCORDANCE WITH 69s THROUGH (D).
2.6.5 ALL OCPD RATINGS AND E ACCORDING
TO NEC 6908, 690.9, AND l
2.6.6 MICROINVERTER BRANCHES CONNECTED TO A SINGLE
BREAKER OR GROUPED FUSES IN ACCORDANCE
REQUIRED AHJ,SYSTEM INCLUDEARC-FAULT
CIRCUIT PROTECTION ACCORDING i NEC 690.11 AND
UL1699B.
INTERCONNECTION • f
LOAD-SIDEINTERCONNECTION _ II III I I �� � .�
• 'i+
2.73 THE SUM OF i -i AND INVERTER
CONTINUOUS OUTPUT MAY NOT EXCEED 120% OF VILLE, LA 7047
BUSBAR
011490
♦ i �II�
i i:iENT AND THE PROJECT NAME & ADDRE
RATINGOF ! DEVICE PROTECTING- A
LEZ
THE BUSBAR SHALL i i 120 PERCENT OF
AMPACITYOF THE BUSBAR, DEDICATED BACKFEED
BREAKERS LOCATED OPPOSITE END OF 6589 WAGON TRAIL
BUS 'i i i 'i II
i i i, Ir
ELECTRIC POWER SOURCES
COMBINER a !TOTAL RATING i ALL COUNTY:-PASCO COUNTY
OVERCURRENTSHALLi i
�
Y
i !+CITY " iENT DEVICE HOWEVER, ! i COMBINED F_ SYSTEM DC
I SIZE:� ii� 640 Ki��Gi iSl
ACCORDING i k 9.280
KW k
FEEDER•! INTERCONECTION (LOADSIDE)
ACCORDING i NEC 705.12
SUPPLYi a. INTERCONNECTION
i i ACCORDING PFJNCIPAL
TO NEC 705.12 (A) WITH SERVICE
CONDUCTORS IN ACCORDANCE WITH NEC 230.42
2.7.8BACKFEEDING BREAKERPOWER
SOURCES OUTPUT ii i +
FASTENING 3
"
IU
J
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
■ i x 1
DRAWN DATE 7/26/2022
DRAWN BY SK
SHEET NUMBER
------
-PROPERTY LINE |
�
-JUNCTONBOX �
- SKYLIGHT (ROOF OBSTRUCTION)
- CHIMNEY (ROOF OBSTRUCTION)
0 F-1
- VENT, ATTIC FAN (ROOF OBSTRUCTION)
�
�
TOTAL HOME SQUARE FOOTAGE IS: 1830.98 FTI
TOTAL ARRAY SQUARE FOOTAGE IS: 700.8 FT 2
% COVERED BY SOLAR IS: 38.27%
AC SIZE 32X 290W 9.280 kW AC
[----------------- -_______________________
. -__'-__-------
/
127;-3,\
_____--__'
/
/ (N)TAPPANEL
(INSIDE HOUSE)
| |
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SITE PLAN I
/
CONTRA
PHONE: 9152011490
PROJECT NAME & ADDRESS
6589 WAGON TRAIL
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KWAC
SHEET TITLE
SITE PLAN
SHEET NUMBER
SYSTEM SIZE (KW)- 2.77
SYSTEM SIZE (KW)- 1.98
SYSTEM SIZE (KW)- 4.35
SYSTEM SIZE (KW)- 3.56
' MODULE STRING
\�/ [�M -MODUUESTR|N@
03-MODULESTR|NG
(N)VISIBLE LOCKABLE LABELED AND
NON FUSED ACDISCONNECT
(UTILITY DISCONNECT)
(N)EWPUAGE|04/4CCOMBINER
PANEL WITH ENPHASE|QGATEWAY
0QCONDUIT RUN
�
(N)TAP PANEL
(INSIDE HOUSE) fR �
(E) UTILITY METER
(E)MAIN SERVICE PANEL
(INSIDE HOUSE)
CBJACD UM
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�k SCALE:
� °������n�. o/�� — / w
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-PROPERTYL|NE
��
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' JUNCTION BOX
- SKYLIGHT (ROOF OBSTRUCTION)
- CHIMNEY (ROOF OBSTRUCTION)
D
- VENT, ATTIC FAN (ROOF OBSTRUCTION)
~ DRIVEWAY��
��
CONTRACTOR
PHONE: 9152011490
PROJECT NAME & ADDRESS
6589 WAGON TRAIL
1110
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
PRINCIPAL
Engineering, m"',
No. 64501
PRINCIPAL ENGINEERING, INC.
985.624.5001
FLORIDA FIRM NO. 30649
SHEET TITLE
ELECTRICAL PLAN,
SHEET NUMBER
Note 1: Windspeed value is design 3-sec gust in accordance with ASCE 7-16
Note 2: a)Lag bolt shall be mounted into rafters
b)Notify Engineer immediately if conditions differ or
prevent installation per plan.
Note 3: These drawings were prepared under my supervison.
I have researched the code and to the best of my knowledge
And belief, these drawings comply with the 2020 Florida
Building Code,
Note 4: Installer shall adjust mount spacing by zone to match
prescribed %
Note 5: Maximum rail c
One-third the
- CLAMP
- UNIRAC FLASHLOC
RAIL
99 -TOTAL MOUNT
7,
LEGEND
71
WIND ZONE I (TYP)
WIND ZONE 2e (TYP)
�2
WIND ZONE 2n (TYP)
0
0 0
WIND ZONE 2
L
zf L
WIND ZONE 3e (TYP)
20
WIND ZONE 3 (TYP)
ARRAY 1 ARRAY
- - ---------
TILT- 23 DEG TILT- 23 DEG
A71RAI ITW - I P'z nE=f-_ AZIMUTH - 93 DEG
24,4` 83-9"
ARRAY 3
TILT- 23 DEG
ATTACHMENT F_%1LAN_ AZIMUTH - 273 DEG
®1/ 11® 1 1-011
I IL I - ZJ UtU
AZIMUTH - 3 DEG
CONTRACT -OR
II
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
LUIS GONZALEZ
6589 WAGON TRAIL
FL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
PRINCIPAL
bigfineerit441, Inc.
01FRA4 f
10 STATE Of Av IT]
JPRINCIP ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
iNFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET TITLE
ATTACHMENT PLAN
SHEET NUMBER
A-1 03
ROOF 1
ON
a
al
1 f4t
ROOF 2
li.-OUTOTS In
a
m
ROOF MATERIAL -
COMPOSITE SHINGLE
ROOF 1
TRUSS SIZE - 2"X4"
O.C. SPACING - 24"
ROOF MATERIAL -
ROOF 2
COMPOSITE SHINGLE
TRUSS SIZE - 2"X4"
O.C. SPACING - 24"
ROOF MATERIAL -
ROOF 3
COMPOSITE SHINGLE
TRUSS SIZE - 2"X4"
O.C. SPACING - 24"
ROOF MATERIAL -
COMPOSITE SHINGLE
ROOF 4
TRUSS SIZE - 2"X4"
O.C. SPACING - 24"
LIN il zzmlloftvltol.
III
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
LUIS GONZALEZ
6589 WAGON TRAIL
AXA9X7w7,F,R�ffl_L_S_
FL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
C AC SIZ E: 9.280 KW A Lj
PRINCIPAL
E-naineeringn Inc%
STATII
E OF
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985,624.5001
INFO@PI-AEC,COM
FLORIDA FIRM NO. 30649
DRAWN DATE 7/26/2022
DRAWN BY SK
SHEET NUMBER
A-1 04
SOLAR MODULE SPECIFICATIONS
INVERTER SPECIFICATIONS
MANUFACTURER / MODEL #
CANADIAN SOLAR INC. CS3N-395MS
MANUFACTURER / MODEL #
ENPHASE IQ8PLUS-72-2-US
MICROINVERTER
VMP
37.OV
MIN/MAX DC VOLT RATING
30V MIN/ 58V MAX
IMP
10,68A
MAX INPUT POWER
235W-440W
VOIC
443V
NOMINAL AC VOLTAGE RATING
240VI 211-264V
Isc
11.44A
MAX AC CURRENT
1.21A
TEMP. COEFF. VOC
-026%/'C
MAX MODULES PER STRING
13 (SINGLE PHASE)
MAX OUTPUT POWER
1290 VA
MODULE DIMENSION
76.4"L x 41 .3"W x 1 .38"D (In Inch)
DC SIZE 32 X 395W 12.640 kW DC-STC
AC SIZE 32X 290W 9.280 kW AC
CANADIAN SOLAR INC. CS3N-395MS --\
11 MICROINVERTERS IN BRANCH CIRCUIT 1
(3) ENPHASE Q CABLES
PER MANUFACTURER -
SPECIFICATIONS, EITHER
1 OA OR 15A BREAKER IS
SPECIFICATIONS,
SUITABLE FOR USE
JUNCTION BOX
600 V, NEMA 3 r
11 MICROINVERTERS IN BRANCH CIRCUIT 2 UL LISTED
I( N
Ll
Ll
10 MICROINVERTERS IN BRANCH CIRCUIT 3 Li
�L2
.m®i
G
ENPHASE IQ8PLUS-72-2-US
MICROINVERTERS ONE UNDER
EACH PANEL(240V)
ENPHASE IQ COMBINER 4/4C
WITH ENPHASE IQ GATEWAY,
(3) 20A / 240VAC CIRCUIT
BREAKER 125A RATED
F IQ GATEWAY EAT�EIA17
20A/2P
OA/2P
=� I
N
G
AC DISCONNECT 60A
VISIBLE, LOCKABLE,
LABELED AND NON -FUSIBLE
N
LINE
LOAD
L — — — — J
WIRE /CONDUIT SCHEDULE
TAG DESCRIPTION
1 (3) #10/2 ROMEX IN ATTIC/(6) #10 THWN-2 ON
EXTERIOR & (1)#10 THWN -2 / (GN)
2 (3) #6 THWN-2 & (1)#10 THWN-2 GROUND / (GN)
3 (3) #6 THWN-2 / (GN)
4 (1)#6 BARE GROUND
(GN) GENERAL CONDUIT NOTE:
CONDUIT TO BE UL LISTED FOR WET LOCATIONS AND UV
PROTECTED (EX. -EMT,SCH 80 PVC OR RMC)-FMC MAYBE
USED IN INDOOR APPLICATIONS WHERE PERMITTED BY
NEC ART.348
INTERIOR TAP PANEL 100A
RATED WITH 50A BREAKER
(INSIDE HOUSE)
N N
G
LINE
A
12P
50A
12P
LOAD
BONDED
TO UTILITY GRID
Ll L2 N
LINE
(E)BI-DIRECTIONAL
UTILITY METER
1-PHASE. 34V.
LOAD 120V/24OV, 200A
(E) MAIN SERVICE PANEL
200A RATED, 240V
(INSIDE HOUSE)
SE)
13--
LINE SIDE
(3
INTERCONNECTION
AT MAIN PANEL
PER ART. 705.12(A)
(E) MAIN BREAKER TO
HOUSE 240 V, 200A/2P
BOTTOM FED)
SUPPLY TAP
N
G
_fPGE7
C C EXISTING GROUNDING ELECTRODE _rTpnr)p SYST
EM
BONDED ELECTRODE SYSTEM
J— TO EARTH
REP. NEC 250.52,
250.53(A)
CONTRACTOR
22171 MICH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
LUIS GONZALEZ
6589 WAGON TRAIL
STP.EET,ZEPWY!2 WILLS,
FIL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
PRINCIFAL
Engineerim ,, Inc,
0-Hou
0.
EV*
Se%
0
iVii
if
No. 64501
•
\\xo
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
98001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET TITLE
LINE DIAGRAM
ol
SHEET NUMBER
E-601
AMBIENT TEMPERATURE SPECS
RECORD LOW TEMP
-1 °
AMBIENT TEMP (HIGH TEMP 2%)
330
CONDUIT HEIGHT
0.5"
CONDUCTOR TEMPERATURE RATE
90,
PERCENT OF
VALUES
NUMBER OF CURRENT
CARRYING CONDUCTORS
.80
4-6
.70
7-9
.50
10-20
Emen E E EDoes a E E'
TOTAL INVERTER
t= CURRENT
(A) BEFORE IQ COBE' PANEL
AMBIENT TEMPERATURE
EE « NEC 4 i;
4
GROUPING FACTOR•NEC EE 4 + it
CONDUCTOR AMPACITY
_( / ) x 1.25I A.T.F / GX ... NEC 690.8(B)
= [(It x 1.21) x 1.25]/[ . x 0.8]
SELECTED CONDUCTOR -# - ... NEC 310.15(B)(16)
AFTER IQ COMBINER
PANEL
TEMPERATURE
EE' DERATE
FACTOR
0.96
GROUPING FACTOR - I
CONDUCTOR AMPACITY
_( / )x 1.25 / / 1 ... NEC 690.8(B)
=[(32x1. 1)x1.2 ] / [0.96 x1]
... NEC ( )( )
CONTRACTOR
4 IIIIIIII � �.
22171
IIIII
•
MANDEVILLE, LA 70471
' 9152011490
PROJECT
LUIS GONZALEZ
6589 WAGON TRAIL
FL 33541
SYSTEM SIZE
E sa
AC SIZE: 9.280 KW r
PRINCIPAL
Eng,,ineeringl Inc
wi
INo. 64501
i4
A !`
PRINCIPAL
BLVD.1011 N. CAUSEWAY
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO.
CALCULATIONSSHEET TITLE
ELECTRICAL
NUMBERSHEET
2
A MINIMUM HEIGHT OF 3/8 IN. (9.5 MM), IN WHITE ON A E BACKGR
1�kOWER TO THIS BUILDING IS ALSO SUPPLIR-#
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED
UTILITY METER
PV DISCONNECT
(MAIN HOUSE) MAIN SERVICE PANEL
(INSIDE HOUSE)
PV ARRAY
CONTRACTOR
o a r
PHONE:0"
..
PROJECT NAME & ADDRESS
LUIS GONZALEZ
6589 f •TRAIL
FL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
C ♦ •ri
t. 9.280 KWIIIIIItLIII
PRINCIPAL
b�gineerip�g, Inc,
,
0
ov,.�I�
64501
Tatz
PRINCIPAL
CAUSEWAY1011 N. BLVD.
MANDEVILLE, LA 70471
INF*. f
FLORIDA FIRM NO.30649
I SHEETNUMBER
s!
'r
Module power up to 405 W
1
Module efficiency up to 19.9 %
r
Lower LCOE & BOS cost
Comprehensive LID / LeTID mitigation
s
17
technology, up to 50% lower degradation
Better shading tolerance
Ivil
CanadlanSolar
25
Industry Leading Product Warranty on Materials
Years and Workmanship*
5 Linear Pourer Performance Warranty*
Years
I;r year power degradations no more than 2°l°
Subsequent annual power degradation no more than 0.55%
-Subject to the terms and conditions contained in the applicable Canadian Solar Limited
Warranty Statement. Also this 25-year limited product warranty is available only for
products installed and operating on residential rooftops in certain regions.
MANAGaEIVIENT SYSTEM CERTIFICATES*
ISO 9001: 2015 / Quality management system
ISO 14001: 2015 / Standards for environmental management system
I50 45001: 2018 / International standards for occupational health & safety
PRODUCT CERTIFICATES*
MORE RELIABLE
IEC 61215 / IEC 61730 / CE
FSEC (US Florida) / UL 617301 IEC 61701 / IEC 62716
3 y
MinIITi12e5 micro -crack Impacts
g
Dt at'
v
c
The specific cerer tificaies applicable to different module types and markets will vary,
and therefore not all of the certifications listed herein will simultaneously apply to the
h
Heavy snow load u t081 �0 Pa,
y P
products you order or use, Please contact your local Canadian Solar sales representative
r'A
mL
enhanced wind load up to 6000 Pa*
to confirm the specific certificates available for your Product and applicable in the regions
in which the products will be used.
CST SOLAR (USA) CO„ LTD, is committed to providing high quality
solar photovoltaic modules, solar energy and battery storage
solutions to customers.. The company Was recognized as the
No,1 module supplier for quality and performance/price ratio
in the IHS Module Customer Insight Survey, Over the past
20 years, it has successfully delivered over 63 GVJ of
* For detailed information,
please refer to Installation Manua{,
premi/um-quality Solar modules across the world.
CSI SOLAR (USA) CO_ LTD,
1350 Treat Blvd. Suite 500, Walnut Creek, CA 94598, USA 1 wNw.csisolar.com/na j service.ca@csisolar.com
ENGINEERING DRAWING (rn )
a e a V e,v", crams, cross a _ .or.
1so-
-n
35
G-95
C;r°undin9
8 14.9
HN= f�l
998
... - 35 -. 1048
CS3N-40OMS I I-V CURVES
A A
12 12
/i
iU li 4 10
A ( 8
6
4' 4
3';
z .. .... 2
t
0 -vU
5 10 15 20 25 30 35 40 45 Sr 55 60
7000 WIm'
grid warn
wow/m
ac, w;r1=
_ 200 W-2
ELECTRICAL DATA I STC* I MECHANICAL DATA
v
5 10 15 20 25 30 35 40 45 50 55 60
5,C IN
25,C
45'C c
65-C
CS3N 3801SIS 385MS 3991A
39SM x 00105 405IMS
Specification Data
Nominal Max. Power (Pmax) 380 W 385 W 390
395 W z 00 W 405 W
Cell Type Mono -crystalline
Opt. Operating Voltage (Vmp) 36.4 V 36.6 V 36,8 V
37.0 V 7.2 V 37A V
Cell Arrangement 132 [2 X U 1 X 6) l
Opt. Operating Current (Imp) 10,44 A 10 52 A10.60
10.68 A 0.76 A 10,83 A
Dimensions 1940 X 1048 X 35 mm
Open Circuit Voltage (Voc) 433 V 43.9 V 44.1
44.3 V 5 V 44.7 V
(76A X 41.3 X 1.38 in)
Weight 23,4 kg (51.6 Ibs)
Short Circuit Current (Isc) 11.26 A11.32 A11.38
11.44 A 1.50 A11.56 A
Front Cover 3.2 trim tempered glass
Module Efficiency 18.7°k 18.9% i9.2°/a
19.4Yo 9.7°/u 19.9°h
Frame Anodized aluminium alloy
Operating Temperature -40°C - +85°C
J-Box IP68, 3 bypass diodes
Max. System Voltage 1000V (UL)
Cable 12 AWG (UL)
Module Fire Performance TYPE 2 (UL 61730 1000V)
Portrait: 400 mm (15.7 in) (+) ( 280
Cable Length mm (11.0 in) {-) (supply additional
Max. Series Fuse Rating 20 A
(Including Connector) cable jumper: 2 lines/pallet); land-
-
stape: 1250 mm (49.2 in)*
Application Classification Class A
Connector T4 or MC4 series
Power Tolerance 0 - + 10 W
Per Pallet 30 pieces
* under standard Test Conditions (STC) of irradiance of 1000 W/m', spectrum AM 1.5 and cell temperature of
Per Container {40" HQ) 720 p12Ce5
25'C.
.- .. ._
* For detailed information, please contact your local Canadian Solar sales and
technical representatives,
ELECTRICAL DATA, I NMOT*
r °�T
trot 4,�^
CS;�1 3Si:r'V,a 385MS 39 i,ils 335f1€S 4eai1PJ]$ 4iiSs�.s
Nominal Max. Power (Pmax) 284 W 288 W 291 W 295 W 299 W 303 W 11
TEMPERATURE CHARACTERISTICS
Opt. Operating Voltage (Vmp) 34.0 V 342V 34.4 V 34.6 V 34.7 V 34,9 V
Specification Data
Opt. Operating Current (Imp) 8.35 A_ 8.42 A 8A8 A 8.54 A 8.60 A 8.66 A
Temperature Coefficient (Pmax) 0.34 % / °C
Open Circuit Voltage (Voc) 41.2 V 41 A V 41.6 V 41.8 V 41.9 V 42.1 V
Temperature Coefficient (Voc) -026 % / °C
Short Circuit Current (Isc) 9.08 A 9.13 A 9,18 A 9.23 A 9.28 A 9.33 A
Temperature Coefficient (Isc) 0.05 % 1 °C
- -p _. _.._ . - ,
* Under Nominal Module Operating Temperature (NMOTj, irradiance of SQO w!m` spectrum AM 7.5, ambient
Nominal Module O eratin Temperature 42 + 3°C
,,. .. , P � ,_.p
temperature 2CY'C, wind speed 1 m/s
PARTNER SECTION
+The specifications and key features contained in this datasheet may deviate slightly from our actual
products due to the on -going innovation and product enhancement. CSI Solar Co., Ltd, reserves the right to
make necessary adjustment to the information described herein at any time without further notice.
Please be kindly advised that PV modules should be handled and installed by qualified people who have
professional skills and please carefully red the safety and installation instructions before using our PV
modules.
CSI SOLAR (USA) CO., LTD, Jan. 2022 j All rights reserved I PV Module Product Datasheet v2.9C25_F23j3_NA
CONTRACTOR
22171 MICH RD
MANDEVIL.LE, LA 70471
PHONE: 915201190
PROJECT NAME & ADDRESS
LUIS GONZALEZ
6589 WAGON TRAIL
ST EET,ZEPHY FALLS,
FL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE. 12.640 KW DC-(STC)
AC SIZE. 9.280 KW AC
saays>sIi 1_;
n19e
e'N C �'> �
No64501
F
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MAN DEVILLE, LA 70471
985.624,5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET TITLE
RESOURCE
DOCUMENT
DRAWN DATE 7/26/2022
DRAWN BY SK
SHEET NUMBER
!:>-ENPHASE
11-W
1Q8 and 108+ Microinverters
Easy to install
Our newest 108 Microinverters are the industry's first mic rogrid -forming, software-
Lightweight and compact with
defined micro;nverters with split -phase power conversion capability to convert DO
plug-n-play connectors
power to AC power efficiently. The brain of the semiconductor -based microinverter
Power Line Communication
is our proprietary application -specific integrated circuit (ASIC) which enables the
(PLC) between components
microinverter to operate in grid -tied or off -grid modes. This chip is built in advanced
55nm technology with high speed digital logic and has super -fast response times
Faster installation with simple
to --hanging loads and grid events, alleviating constraints on battery sizing for home
two -wire cabling
energy systems.
High productivity and reliability
OWE,
Produce power even when the
01
grid is down*
4
More than one million cumulative
"ys
hours of testing
Class 11 double -insulated
Part of the Emehare Energy System. rQ8 Series i083enesisli ainvertersredefine reliabiiiPy
enclosure
Ism -inverters integrate with the Eurphase 10 6attery, stancon risraith More than one million cumulative
Optimized for the latest high-
Erephase 10 Gateway. and the EnPhese Apt monitoring hours of proarer-on testing, enabling on industry -
PV
and analysis software. leading lo-ftedroarranty of unto 25 years.
powered modules
Microgrid -forming
Complies with the latest
advanced grid support—
• Remote automatic updates for
the latest grid requirements
Connect PV modules quickly and easily to 1Q8 Series I48 Series lamrsovenxi are. UL Listed as
Configurable to support a wide
Mic,oreerters using the included Q-DCC-2 adapter by Rapid Shut Down Equipment and conform, with
range of
cable with plug-ri -play MC4 connectors. •various regulationvonden installed according to
grid profiles
manufacturer's instructions.
Meets CA Rule 21 (UL 1741-SA)
requirements
or
2022 Enpiwor, Energy. All rights reserved. Enphasp, theEnPhaw logo, 108 pficroinverters,and other Only when Installed with 10 System Controller 2,
names are trademarks of Enishase Energy, Inc. Data subject to change. riersto UL 1741.
IQ8 and 3Q8Prs supports split phase, 240NI
108SP-DS-0002 01 EN US-2022-03-17 installations only.
IQ8 and IQ8+ Microinverters
01101MEMMEMEMI
Commonly used module parrings' A( 235-350 235-440
Module compatibility 60 cell/120 naif ,ohl 60-cell/120 half -cell. 66 col/132 he f-ceIr and 72-all/144
MPPT voltage range v 27-37 29-45
Operating range V 25-48 25-58
Min/max start voltage V 30/48 30/58
Max input DC voltage V 50 60
Max DC cuaremo farodule led] A 15
0—reolmor, class DO port 11
DC port backfixed current mA 0
PV array configuration lal Ungrounded array; No additional DC side protection recur, ed; AC tide protection lrequirsenrae 20A per branch circuit
Peak output power
VA
245
30
Max continuous output power
VA
240
29
Nominal (L-L) voltage/rangrp
V
240 / 211- 264
Max continuous output current
A
1.0
1.�
Nominal frequency
Hz
60
Extended frequency singe
az
50 - 68
Ar, short circuit fault current over
3 cycles
Arms
2
Max urros per 20 A (L-L) branch circuit'
16
11-
Total harmonic distortion
45%
Overvoltage class AC Pori
Ill
AC port backferal current
mA
30
Power factor setting
1,0
Grid -tied pricier factor (adjustabb)
0.85 leading -- 0.85 lagging
Peak efficloncy
A
97,5
97
CEC weighted efficiency
%
97
9
Night-time power consumption
aw
60
Ambient temperature range
-40-C to t60-C (-401F In -1401F)
Relative humidity range
4y' , to 100" (condensing)
DC Connector type
MC4
Dimensions (HsWxD)
212 min (S..") x 175 mnr (6.91 x 30.2 arim (t2")
Weight
1+08 kg (2.38 I ds)
Cooling
Natural convection - no fans
Approved for wet locations
Yes
Pollution degree
PISS
Enclosure
Class
11 double -insulated, corrosion resistant polymeric enclosure
category / Lv exposure rating
NEMA Type 6 / outdoor
CA Rule 2VUL 1741-SA), UL 62109-1. UL1741/IEEE1547, FCC Part 15 Class B, iCES-000-3 Class B, CAN/CSA-C22.2 NO- 107.1-01
Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017. and NEC 2020 reaction
690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of Pre Systems, for AC and DC conductors, when installed according to
manufacturer's instructions.
(1) No enforced DC/AC ratio. See the compatibility calculator at https://'ink.enDhase-com/riiodule-compatibility
(2) Maximum continuous input DO current is 10. 4 (3) Nominal voltage range can be. extended beyond nominal if required
by the utility. (4) Limits may vary. Refer to local requirements to define the number of marcenverters, per branch in your area, IQ8SP-DS-0002-01-EN US-2022-03-17
22171 MICH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
LUIS GONZALEZ
6589 WAGON TRAIL
STREET,ZEPHYRHILLS,
FL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
PRINCIPAGUE
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4,
No. 64501
F
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET TITLE
RESOURCE
DOCUMENT
DRAWN DATE
7/26/2022
DRAWN BY
SK
SHEET NUMBER
R-002
CONTRACTOR
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22171 MOH RD
MODEL NUMBER
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MECHANICAL DATA
Mrcni=orii,,cy
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PRINCIPAL ENGINEERING, INC.
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1011 N. CAUSEWAY BLVD. STE 19
INTERNET CONNECTION OPTIONS
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Ethernet
op rset, . ,eawsE r; at vis; net cablis_ (nor include
FLORIDA FIRM NO. 30649
included for both the IQ Combiner SKU s
---
SHEET TITLE
I hs.ed
COMPLIANCE
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LISTED
ENPHASE
DRAWN DATE
7/26/2022
To learn riricre abort EnpL,ase offerings, visit ILa t2sad
To learn more about Enphase offerings visit era se .co
DRAWN BY
SK
SHEET NUMBER
PRO SERIES END CLAMP
PART # TABLE
PlIN
DESCRIPTION
302035M
ENDCLAMP PRO
302030M
MIDCLAMP FRO -MILL
302030D
MIDCLAMP PRO - DRK
PRO SEPJES MID CLAMP
30mm to 51mm - fn
MODULE FRAME
I L i L U _j 1
gas U N I IRAC
DRAWING NOT TIII O SCIII ALE
ALL DIMENSIONS ARE
ASSEMBLY
NOMINAL
1411 BROADWAY BLVD, NE
III��II
10/2612017l�l�l��llllll��l�ll�l�l�j
PART # TABLE
P/N
DESCRIPTION
3102027C
SM BND MI BC SS
302_027D
SM BND MIDCLAMP SC DRK SS
30202aC
SM END MIDCLA?SIP EF SS
302028D
SM BND MIDCLAMP EF DRK 55
302029C
SM BND MIDCLAMP DK SS
302029D
SM BND MIW-LAMP DK DRK SS
FOR BONDING END CLAMP
REFER TO SHEET SM-P05
0sx 6.
MKI
T_
'ARIES -REFER TO
SHEET SM-PG5
BONDING SDI MID CLAMP BONDING SM END CLAMP
oo*UNIRAC
an
PRODUCT LINE.
SOLARIVIOUNT
DRAWING NOT TO SCALE
ALL DIMENSIONS ARE
DRAWING TYPE:
PART & ASSEMBLY
NOMINAL
1411 BROADWAY Bt:VD, NE
ALRMEM, NM 87102 USA
Li
DESCRIFFION-
PRODUCT PROTECTED BY
RiONE: 501242.6411
I
CLAMPS
LONE OR MORE LIS PATENTS
OL
0&WIRACCOM
REVISION DATE-
10/26/
L
I LE NOTICE .0
CONTRACTOR
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECTNAME AD D IRE_SS -
LUIS GONZALEZ
6589 WAGON TRAII_
Ap
FL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
PRINCIPAL,
Et�gineerim,_111C'
C
,60' oilFR,4 104,0
lim 71950
Z'
STATE 1w
PRINCIPA� ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@P]-AEC.COM
SHEET TITLE
RESOURCE
X01,11
N�
MODU LF FRAME-\ �A
A -I
3
END CLIP
/ \-TRIM
DETAIL A DETAIL B
TRIM END CLIP TRIM MID CLAMP TRIM CONNECTION
PAT # TABLE
P/N DESCRIPTION I I ENG-TH
206072D-B SM TFUM DRK 1683$
00802/5,S SM TKIM ENE) CLIP
PRODUCT LIFE: SOLARMOUNT DRAWING NOT TO SCALE
UNI AC ALL DIMENSIONS ARE
109
so R
DRAWING TYPE PART & ASSEMBLY NOMINAL
1411 BROADWAY BLVD. NE
ALBIJQtRQtk NM 87102 USA DES RIP RON. SM TRIM END CLIP P ODDCT PROTECTED BY cti
RiONE: 505.2416411 ONE OR MORE US PATENTS
WVM.UNIRACCOM REVISION DATE- 9/27/2017 LEGAL NOTICE SHEET
PART TABLE
P/N DESCRIPTION
004085M FLASHLOC COMP KIT MILL, 20 PACK
. ... .. ...... .. ........ . .... ...... .... ... .
004085D ^ FLASHLOC COMP KIT DARK, 20 PACK
-----------
an
U N I RAC
1411 BROADWAY BLVD, NE
ALBUQUERQUE, NM 87102 USA
PHONE: 505,242,6411
WWW.UNIRAC.COM
SS SERRATED T-BOLI
REM
PRODUCT LINE:
- - — - - ----------
SOLARMOUNT
DRAWING TYPE:
PART DRAWING
DESCRIPTION:
FLASHLOC COMP KIT
REVISION DATE::
10/3/2019
-
DRAWING NOT TO SCALE
- - -------
ALL DIMENSIONS ARE
NOMINAL
c:)
<
PRODUCT PROTECTED BY
ONE OR MORE US PATENTS
LEGAL NOTICE
SHEET
Solar
22171 MCH RD
Nik 10fftftttf,-jLA-7--fA-Tt
MMMelarAmm
A
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
PRINCIFAL
iDif:RA
op
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NO. 71950 *w
*0 STATE OF
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624,5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
7/26/2022
SHEET NUMBER
R-005
ism k, 11-mmilrern
BONDING SPLICE BAR
BONDING SPLICE BAR
0 0 0 0
1 y2" 2n
V2 " � �—
TYPICAL B(PAN SION JOINT DETAIL
PART # TABLE
P/N
DESIC-RIPTIM
303019M
BND SPLICE BAR PRO SERIES MILL
303019D
BND SPLICE BAR PRO SERIES DIRK
5/16--18 TYPE F THREAD
CUTTING SCREWS INCLUDED
.W)TE THAT ONLY 2 SCREWS ARE
USED AT M4 EXPANSKA DINT.
THE SPLICE BAR DOES NOT BOND
ACROSS AN EXPANSION JOINT.
SEE RETALLATION GUIDE FOR
INSTRUCTION.
01
PRODUCT LINE:
DRAWING NOT TO SCALE
Ii�INS
U N I RAC
ARE All DIMENSI
DRAWING TYPE:
PART & ASSEM13LY
I
NOMINAL
1411 BROADWAY BLVD, NE
Murdmarbilmonwilm
8/23/2018
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TYPICAL SPLICE BAR DETAIL
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TYPICAL E)(PANSION JOINT DETAIL
PART # TABLE
P/N DESCRIPTION
303018C BND SPLICE BAR SERRATED CLR
301-018D BND SPLICE BAR SE tATED DRK
I
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1411 BROADWAY BLVD. NE
AIBQHQUE, NM 87102 USA
RiDNE 50,242.6411.
vwm�JNIRA(
NOTETT ONLY 2 SCREWS ARE
USED AT AN EXPANSION JOINT.
THE SPLICE BAR DOES NOT BOND
ACROSS AN EXPANSION JOINT.
SEE INST ALLATION GUIDE FOR
INSTRtKTION.
PRODUCT LINE-
SOLARMOUNT
DRAWING NOT TO SCALE
ALL DIMENSIONS ARE
DRAWING TYPE:
PART & ASSEMBLY
BONDING SPLICE
NOMINAL
PRODUCT PROTECTED BY'
DESCRIPTION-
BAR
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ONE OR =MORE LIS PATENS
I SIC K NTE-
912712017
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LEGAL NOTICE
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Solar
22171 IVICH RD
LLkIlIDEVILLE, J_
LUIS GONZALEZ
6589 WAGON TRAIL
ST5?EET,ZEPWY1RW1LLS,
FL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
IDC-(STC)
DC SIZE: 12.640 KW
AC SIZE: 9.280 KW AC
PRINCIPAL
/�_ngineerin, Inc,
71950
'all
STATIE Of
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PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
�985.624.5001
O@IIIII �. .0
FLORIDA FIRM NO. 30649
SHEET TITLE
RESOURCE
DOCUMENT
SHEET NUMBER
R-006
'/4'-20 X '/4' SS HEX HEAD SOLT-,
Y4
BOTTOM CLIP
1/4"-20 SS FLANGE NLrF--�,
11
PART # TABLE
PIS DESCRIPTION
302000C SMHD BOTTOM CLIPSWIHOW CLR
V4' BOLT LOCATION---,
2 9X
BOLT LOCATION
PART # TABLE
FIN DESCRIPTION LENGTH
320132M SM RAIL 132' MILL 132-
310132C SM RAIL 132"CLR 132'
320168M SM RAIL 168" MILL 1681
310168C SM RAIL 168" CLR 168"
320168D SM RAIL 168" DRK 168,
320208M SM RAIL 208- MILL 208'
310208C SM RAIL 208" CLR 208'
320240M SM RAIL 240" ALL 240'
310240C SIM RAIL 240' CLR 240"
310240D SM RAIL 240" DRK 240'
PRODUCT LINE: SOLARMOLINT HD DRAWING NOT TO SCALE DRAWING NOT TO SCALE
c ALL DIMENSIONS ARE All MIRA( ALL DIMENSIONS ARE
UNIRA
limmuc PART & ASSEMBLY NOMINAL PART DETAIL NOMINAL
1411 BROK)WAY BLVD. NE
1411 ERGADWAY ELil). W
DESCRIPTION. X&QA301, NM 87102 LIS, PRODUCT PROTECTED
Ri(AE. 505,2416411 Rigk-; 505.242.6411
MW.LfNff ZACCOM 9/27/2 NOTTCE WMM; WIRACrOM
CONTRACTOR
'S 40
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
LUIS GONZALEZ
6589 WAGON TRAIL
R-JVYQ-Vl[LL-S-,-
FL 33541
COUNTY:-PASCO COUNTY
124 ME 'A
PRINCIPAL
Em's
Um 71950
STATE OF
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET NUMBER
R-007
II
CONTRACTOR
'S 40
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
LUIS GONZALEZ
6589 WAGON TRAIL
R-JVYQ-Vl[LL-S-,-
FL 33541
COUNTY:-PASCO COUNTY
124 ME 'A
PRINCIPAL
Em's
Um 71950
STATE OF
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET NUMBER
R-007
II
141911111-zlivol
NOTES:
1. END CAP INCLUDED 1011TH EVERY END CLAMP.
2. END CAP FITS SOLARMOUT LIGHT AND STANDARD RAIL PROFILES.
SOLARMOUNT STANDAR!
OPTIONAL BREEWCUT LINE
2 7/g'
FRICTION FIT
Q CLAMP
30mm to 32mm Module Tbickness
(IA8" to 1.26')
2
E CLAMP
50mm to 51mm Module Thickness
(1.97- to 2.00")
PART # TABILE
PIN
DESCRIPTION
302021C
SIN ENDCLAMP 0 CLR AL
302021D
SM ENDCLAMF B DR K AL
302022C
SM ENDCLAMP C CLR Al
302022D
SM ENDCLAIMP C DRK AL
302023C
SM ENDCLAMP D CLR AL
302023D
SM ENDCLAMP D DIRK AL
303024C
SM ENDCLAMP E CLR AL
302024D
SM EN IMP E DRK AL
302025C
SM ENDCLAMP F C_LR AL
302025D
SM ENDCLAMP F DRK AL
302026C
SM ENDCLAMP K CLR AL
3020216D
I Sm ENDCLAMP K DRK AL
C CLAMP
33mm to 36mm Module Thickness
(133D- to 1.42-)
F CLAMP
45mm to 47mm Module Thickness
(1.77' to 1,85')
19/32
D CLAMP
38mm to 40mm Module Thickness
(1,50' to I .57')
%f
39023m
39mm to 41mm Module Thickness
(1.54- to 1.61-)
A_
VO
TYPICAL END CLAMP DETAILS
DMWING NOT TO SCA� "U' PRODUCT LINE- j SOLARMOUW DMVMG NOT TO SCALE
*am ALL DIMENSIONS ARE 04" ALL DIMENSIONS ARE
'01"UNIRAC� NOMINAL NIRAC DRAWING TYP PART DETAIL NOMINAL
1411 BROADWAY Wk. NE 1411 BROADVIXf BLVD. NE
END CLAMPS -
RME: 505 242 6411 PHONE 50.2416,411 TOP MOUNTING
9/27/2017 v4ww.UwC.CCV1 9/27/2 17
Solar
PROJECT NAME & ADDRESS
LUIS GONZALEZ
6589 WAGON TRAIL
STREET,ZEPWY5?._VILLS,
FIL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DO SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
Ir
IRINCIPALIENGINEERING,
INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET TITLE
RESOURCE
DOCUMENT
SHEET NUMBER
R-008
ROOF SECTION(S)
SYSTEM SIZE (KW)- 277
SYSTEM SIZE (KW)- 1 98
SYSTEM SIZE (KW)- 4.35
SYSTEM SIZE (KW)- 3.56
�DTMI
Ila
- MODULE STRING
2 MODULE STRING
[3U MODULE STRING
(N)VISIBLE LOCKABLE LABELED AND
FUSED ACDISCONNECT
(UTILITY DISCONNECT)
(N)ENPHASE|O4/4CCOMBINER
PANEL WITH ENPHASE|QGATEWAY
E ELECTRICATT7'Tow
�
�
OZ
lll,,�zD I i (, L� i, nL
(E) UTILITY METER
(E) MAIN SERVICE PANEL
(INSIDE HOUSE)
0
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o
m
�(���J�� �
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FIRE SETBACK
------- PROPERTY LINE
F�l JUNCTION BOX
C57 - SKYLIGHT (ROOF OBSTRUCTION)
- CHIMNEY (ROOF OBSTRUCTION)
Q - VENT, ATTIC FAN (ROOF OBSTRUCTION)
NN
N0
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CO
ROOF
PHONE: 9152011490
PROJECT NAME &ADDRESS -
6589 WAGON TRAIL
FL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
MPMCIPAkL
gineering
No. 64501
PRINCIPAL ENGINEERING, INC.
SHEET TITLE
ELECTRICAL PLAN
DRAWN BY
SK
IND ZONE CALCULATIONS
LEGEND
OFFSET
I DISTANCE a = 0A X h = (0.4 x 15) 6' WIND ZONE 1 (TYP)
R I
= a = 0.1 X L = (0.1 x 44') =4.4' WIND ZONE 2e (TYP)
WIND ZONE 2n (TYP)
WIND
WIND
WIND
1 0'-1 -- ----------------- � - 13�-1!"
14'-8" -,1,
ARRAY 1
TILT- 23 DEG
AZIMUTH - 182 DEG
24'-4" T-.9"
ARRAY 3
TILT- 23 DEG
ATTAU""'HMENT PLA IN AZIMUTH - 272 DEG
ARRAY
TILT- 23 DEG
AZIMUTH - 92 DEG
ARRAY4
TILT- 23 DEG
AZIMUTH - 2 DEG
- CLAMP
- UNIRAC FLASHLOC
RAIL
-RAFTER
83
-TOTAL MOUNT
BOM
ITEM
NEEDED,
CANADIAN SOLAR CS3N-395MS
32
ENPHASE IQ8PLUS-72-2-US
32
INVERTER MOUNT CLIPS
32 <
TRUNK CABLE
38
COMBINER BOX
1
SPLIT -CORE TRANSFORMERS
2
UNIRAC FLASHLOIC
83
INVERTER T-BOLTS
32 <
RAIL (TOTAL STICKS)
17
SPLICES
2
END CLAMPS
44
MID CLAMPS
42
GROUND LUGS
22 <
SOLADECK
4
TP-LINK
1
TERMINAL BLOCKS
20
ZIPTIES
100
TRUNK BRANCH TERMINATOR
3 <
TRUNK WATER TIGHT COVER
11
CONTRACTOR
22171 MICH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRE
LUIS GONZALEZ
6589 WAGON TRAIL
FL 33541
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
We
PRINCIPAL
.
..... .... Engineering
01FRA4,
C. F. of's
VV
STATE OF
ORID C'p
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624 .500 1
IN PI -AEC. COM
DRAWN DATE
SHEET NUMBER
A-1 03
Note 1: Windspeed value is design 3-sec gust in accordance with ASCE 7-16
Note 2: a)Lag bolt shall be mounted into rafters
b)Notify Engineer immediately if conditions differ or
prevent installation per plan.
Note 3: These drawings were prepared under my supervison.
'I have researched the code and to the best of my knowledge
And belief, these drawings comply with the 2020 Florida
'Building Code. h Af_%ml I] f_ r11
ROOF 1
a
04
1 1-T ROOF 3
M&1=1 I IN III ,
Note 4: Installer shall adjust mount spacing by zone to match
prescribed values on engineer's calculation letter
-lam
MY
ROOF 2
0
0
ROOF MATERIAL -
COMPOSITE SHINGLE
ROOF 1
TRUSS SIZE - 2"X4"
O.C. SPACING - 24"
ROOF MATERIAL -
ROOF 2
COMPOSITE SHINGLE
TRUSS SIZE - 2"X4"
O.C. SPACING - 24"
ROOF MATERIAL -
ROOF 3
COMPOSITE SHINGLE
TRUSS SIZE - 2"X4"
O.C. SPACING - 24"
ROOF MATERIAL -
COMPOSITE SHINGLE
ROOF 4
TRUSS SIZE - 2"X4"
O.C. SPACING - 24"
E&M, INATMeT91
SYSTEM SIZE
DC SIZE: 12.640 KW DC-(STC)
AC SIZE: 9.280 KW AC
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MAN DEVI LLE, LA 70471
985.624.5001
INFC@PI-AEC_C0M
[4111940811111110
-LJJJ4&J[fJ:,fAJ 4:11WAIZ
DRAWN DATE 2/27/2023
DRAWN BY SK
SHEET NUMBER
A-1 04
CANADIAN SOLAR INC. CS3N-395MS
11 MICROINVERTERS IN BRANCH CIRCUIT 1
=-
J ^' ) I n� )
ENPHASE IQ8PLUS-72-2-US
MICROINVERTERS ONE UNDER
EACH PANEL(240V)
iMICROINVERTER
iENPHASE•'
4IN/MAX DC VOLT RATING :30V
MIN/ 58V MAX
IAX INPUT POWER
.,l
a
AC CURRENT
�1.21A
MODULESIAX
IAX
IAX OUTPUT POWER
•
AC SIZE 32X 90• .280 kW AC
(3) #12 AWG ENPHASE Q CABLES
PER MANUFACTURER
SPECIFICATIONS, EITHER
10A OR 15A OR 20A
BREAKERIS
SUITABLE FOR USE
JUNCTION BOX
600 V, NEMA 3
UL LISTED,_
11
ENPHASE IQ COMBINER 4/4C
WITH ENPHASE IQ GATEWAY,
(3) 20A / 240VAC CIRCUIT
BREAKER125A RATED
IR OND T SC DUL
TAG
DESCRIPTION
1
(3) #10/2 ROMEX IN ATTIC/(6) #10 THWN-2 ON
EXTERIOR & (1)#10 THWN -2 GROUND / (GN)
2
(3) #6 THWN-2 & (1)10 THWN-2 GROUND / (GN)
3
(3) #6 THWN-2 / (GN)
4
(1)#6 BARE GROUND
(GN) GENERAL CONDUIT NOTE:
CONDUIT TO BE UL LISTED FOR WET LOCATIONS AND UV
PROTECTED (EX.-EMT,SCH 80 PVC OR RMC)*FMC MAYBE
USED IN INDOOR APPLICATIONS WHERE PERMITTED BY
NEC ART .348
IQ GATEWAY AC DISCONNECT:
VISIBLE, LOCKABLE, LABELED
60A FUSED, (2) 60A FUSES, 240V
WRELESS NEMA 3R, UL LISTED
GOMMS Lt L1 L1
L2 L2 L2
i
15A/2P � N � N N
__, LINE G ) G
20A/2P 1, 2
-� D - -
i
I
2�P
' 3
LOAD r
20A/2P
N BONDED
e=
G
METER NO: 3523966
TO UTILITY GRID
L1 L2 N
LINE
y
j
(E) BI-DIRECTIONAL
UTILITY METER
1-PHASE, 3-W,
LOAD
120V/24OV, 200A
G I
�i
GEC
EXISTING GROUNDING
ELECTRODE SYSTEM
TO EARTH
REF. NEC 250.52,
250.53(A)
(E) MAIN SERVICE PAP
200A RATED,240V
(INSIDE HOUSE)
LINE SIDE
INTERCONNECTION
AT MAIN PANEL
PER ART. 705.12(A)
(E) MAIN BREAKER T
HOUSE 240 V, 200A/2
(BOTTOM FED)
— SUPPLY TAP
CONTRACTOR
D
MANDEVILLE, LA 70471
PHONE:,.0
ROJECT NAME & ADDRESS
LUIS Y''
6589 WAGON TRAILEZ
-
FL 4;
s • COUNTY
SYSTEM SIZE
s 60 KW s
AC SIZE: 80 KW AC
♦.
i
No. 64501
c {
'�M,• t�Il ¥ �I,I �1I
ENGINEERING, INC.
985.624.5001
SHEET TITLE
DIAGRAMPRINCIPAL
LINE
IIIII II I I III�I�
Ilq
SHEET NUMBER