HomeMy WebLinkAbout21-1385 m '
�-�46 City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001386-2021
F Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 02/22/2021
•
Permit Type: Electric Service Replacement/Misc
Property Number Street Address
1126 210010 08100 0090 38801 9Th Avenue
Owner Information Permit Information Contractor Information
Name: FRANK BAKER ROBIN TIPTON Permit Type:Electric Service Replacement/M Contractor: GREENHOUSE SOLAR
Class of Work:Add/Alter Residential
Address: 38801 9Th Ave Building Valuation:$0.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$20,400.00
Phone: Mechanical Valuation: rj
Plumbing Valuation:
Total Valuation:$20,400.00
Total Fees:$213.00
Amount Paid:$213.00
Date Paid:2/22/2021 8:57:29AM
Project Description
INSTALLATION ROOF MOUNT SOLAR PV
Application Fees
Electrical Permit Fee $142.00 Electrical Plan Review Fee $71.00
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.
"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 with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
RACTO SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permlttin 727- —--940- _- 25
-17-I-ri-I-I-T - - -- - - ._a I-i-�-� ...
Owner's Name Robin Ti ton Owner Phone Number
Owner's Address "38801 9th ave Ze h rhills, FL 33542" Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS "38801 9th ave Ze h rhills, FL 33542" LOT# 0
SUBDIVISION ZHLH PARCELID# 11-26-21-0010-08100-0090
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR Q ADDIALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK INSTALL ROOF MOUNTED PV SOLAR SYSTEM 10.2KW SYSTEM
BUILDING SIZE SQ FOOTAGE HEIGHT [:= /
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION fdl
=ELECTRICAL $ 20 400.00 AMP SERVICE = PROGRESSENERGY = W. C.
f
=PLUMBING $
!v
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO —
v
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
SL NATURE ` �4 ��A--.;COMPANY
E REGISTERED GREEN HOUSE SOLAR FEE CURREN YrN
Address st bea4ater, License# ee13005971
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY F
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111'
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 dale. 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,Stonmwater 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)
Reroofsifshingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..neods ROW �'
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 regulafions, 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.
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
WITH YOUR LENDER OR AN ATTORNEY 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 Su scr' d an sworn t or aff e G
by a by
Who is/are personally known to me or has/have produced Who is/are personally know a or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of typed,printed orgoo
8I618son 23 s
GREEN HOUSE SOLAR AND AIR INC.
13575 58th Street N.
s Suite 253
Clearwater, FL 33760
2uaitifier: Robert Bussa EC13005971
1, Robert Bussa, authorize the following individuals to sign for an obtain permits:
Stephanie Stephens Rachaei Hansen
Signature of C lualifiec -�
Date: _4Z�6z!
Notary PUWIC State bt Florida
+' oatta J mi.pple,_ .
My Commission.GG 932423
�d rP Expires 11/1712023
GODWIN ENGINEERING AND DESIGN, LLC
8378 Foxtail Loop, Pensacola, FL 32526 1 (850)712-4219 1 chadC@godwineng.com
January 8, 2021
To: Zephyrhills Building Department
5335 8th St.
Zephyrhills, FL 33542
Re: Tipton- Residential PV Roof Mount Installation
38801 9th Ave.
Zephyrhills, FL 33542
Plan Reviewer,
This letter is regarding the installation of a new roof mounted Solar PV System on the existing
residential structure at the address above. I have reviewed the attachment plan and have
determined that the roof mounted PV system is in compliance with the applicable sections of the
following Codes as amended and adopted by the jurisdiction:
2020 Florida Building Code 7th Edition, FBC
ASCE 7 Min. Design Loads for Buildings&Other Structures
Per 2020 FBC,the Roof Mounted PV system will be subject to the following design criteria: Design
Wind Speed(V„it) - 137mph 3sec gust, Exposure Category- B
The PV System consist of the modules, railing, and connection hardware.The system will add a
dead load of approximately 3 psf to the roof.
The existing roof covering is 24ga. Metal panel with min.1/2" plywood decking and 2"x 4"roof
trusses 24" O.C. The roofing,decking,and roof trusses are in good condition.The existing structure
will be adequate for supporting the additional PV dead load and wind loads.
The securement method of the PV system is to be flush mounted to the metal panel roof with the
Ironridge railing and the protea bracket metal mounts.The attachments can be attached up to 32"
apart in roof zone 1,and 16" apart in roof zones 2 &3.The mounts should be staggered,where
possible,to allow distribution of the design loads evenly to the structure.The mounts shall be
installed with 4 x 6mm x 25mm Bi-metal self-piercing screws.
Please see attached documents and contact me should you have any questions.
Sincerely,
D.Chad Godwin, PE 81360
Exp. 02/28/2021 ���1111III//��//
81160
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ASCE 7-16 CHAPTER 29 WIND LOADS-Rooftop Solar Panels Minimum Design Loads-Part 1:Enclosed(gable,h<60ft,7°<0<20°)
Risk Category II Table 1.5-1 Load Types Load,PSf
Basic Wind Speed(Ult) 137 mph Figure 26.5-1B Dead Load,D 3
Wind Speed(asd) 106 mph IBC 1609.3.1 Weight of Ice,Di 0
Roof Angle 18 Earthquake,E 0
Effective Wind Area 10.00 ftZ 26.20 Fluid,F n/a
Wind Load Parameters Flood Load,Fa n/a
Wind Directionality Kd 0.85 Table 26.6-1 Lateral Earth psi,H n/a
Exposure Cat. B,C,or D B Section 26.7 Live Load,L n/a
Topographic factor K„ 1.00 26.8 or 26.8.2 Roof Live,L, n/a
Ground Elevation Factor Ka 0.86 Table 26.9-1 Rain,R n/a
Velocity Exposure Coefficient K, 0.70 Table 26.10-1 Snow,S 0
Array Edge Factor -/E 1.50 29.4.4 Self-Straining,T n/a
Solar Panel Equalization Factor -/a 0.80 Fig.29.4-8 Wind,W see calc
Velocity Pressure qp 14.75 psf qi,=0.00256 K,K„KdKeVZ Wind-on-Ice,Wi n/a
Mean Roof Height h 20.00 ft
0.4h 8.00 ft
least horizontal dim 528 in
10%of least horizontal dim 4.40 ft
Roof Zone Set Back a 4.40 ft
Figure 30.3-2b(Gable roof,h<60ft,7°<0<20°)
Zone
1 2e 2n 2r Be 3r
GCP -2.00 -2.00 -3.00 -3.00 -3.00 -3.60 uplift
GCP 0.50 0.50 0.50 0.50 0.50 0.50 downward
p=gh(GCP)(-/E)(/J -35.40 -35.40 -53.11 -53.11 -53.11 -63.73 psf uplift
p=gh(GCP)(-/E)(ya) 8.85 8.85 8.85 8.85 8.85 8.85 psf downward
downward case 1 11.85 11.85 11.85 11.85 11.85 11.85 psf D+(0.6W OR 0.7E)
downward case 2 6.98 6.98 6.98 6.98 6.98 6.98 psf D+0.75L+0.75(0.6W)+0.75(Lr or S or R)
downward case 3 7.11 7.11 7.11 7.11 7.11 7.11 psf 0.6D+0.6W
uplift case 1 -18.24 -18.24 -28.86 -28.86 -28.86 -35.24 psf D+(0.6W OR 0.7E)
uplift case 2 -12.93 -12.93 -20.90 -20.90 -20.90 -25.68 psf D+0.75L+0.75(0.6W)+0.75(L,or S or R)
uplift case 3 -19.44 -19.44 1 -30.06 1 -30.06 1 -30.06 36.44 psf 0.61)+0.6W
uplift case 4 -32.40 -32.40 1 -50.11 1 -50.11 1 -50.11 60.73 psf D+W
Design Calculations for the Use of bracket to metal roof
Module Length C 5.42 ft
Module Width B 3.33 ft
Module Area A 18.05 ftZ
Total Design Load(Uplift) Pdesign -32.40 -32.40 -50.11 -50.11 -50.11 -60.73 psf
Total Design Load(Downforce) Pdesign 11.85 11.85 11.85 11.85 11.85 11.85 psf
Design Load per Module T p -584.86 -584.86 -904.36 -904.36 -904.36 -1096.06 Ibs T p=A*Pdesign
Design Load per Module Tdown 213.90 213.90 213.90 213.90 213.90 213.90 Ibs Tdn=A*Pdesign
Distributed Load(Uplift) P&t.Up -87.82 -87.82 -135.79 -135.79 -135.79 -164.57 plf T p/B*2
Distributed Load(Down) Pdist.Down 32.12 32.12 32.12 32.12 32.12 32.12 plf Tdn/B*2
Railspan Between Anchor Points L 2.67 1.33 1.33 1.33 1.33 1.33 ft
Point Load per Mount(Uplift) R -234.18 -117.09 -181.05 -181.05 -181.05 -219.43 Ibs
Point Load per Mount(Down) R 42.82 21.41 21.41 21.41 21.41 1 21.41 Ibs 2.00
Pullout Value for 4 x Metal to Metal Screws
Ultimate Pullout Wt 1266 1266 1266 1266 1266 1266 lbs Ultim t fVq j*PPP'r, rS-5l
Design Pullout Value per Mount W, 633 633 633 633 633 633 /�IfQ� ePu��t�lu �////
SAFTEY FACTOR SF 2.70 S. 3.50 3.50 3.50 2.88
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GODWIN ENGINEERING AND DESIGN, LLC
8378 Foxtail Loop, Pensacola, FL 32526 1 (850)712-4219 1 cliadogodwineng.com
January 8, 2021
To: Zephyrhills Building Department
5335 8th St.
Zephyrhills, FL 33542
Re: Tipton— Residential PV Roof Mount Installation
38801 9th Ave.
Zephyrhills, FL 33542
Plan Reviewer,
This letter is regarding the installation of a new roof mounted Solar PV System on the existing
residential structure at the address above. I have reviewed the attachment plan and have
determined that the roof mounted PV system is in compliance with the applicable sections of the
following Codes as amended and adopted by the jurisdiction:
2020 Florida Building Code 71h Edition, FBC
ASCE 7 Min. Design Loads for Buildings&Other Structures
Per 2020 FBC,the Roof Mounted PV system will be subject to the following design criteria: Design
Wind Speed(V„it) - 137mph 3sec gust, Exposure Category—B
The PV System consist of the modules, railing, and connection hardware.The system will add a
dead load of approximately 3 psf to the roof.
The existing roof covering is 24ga. Metal panel with min.l/a" plywood decking and 2"x 4"roof
trusses 24" O.C. The roofing,decking, and roof trusses are in good condition.The existing structure
will be adequate for supporting the additional PV dead load and wind loads.
The securement method of the PV system is to be flush mounted to the metal panel roof with the
Ironridge railing and the protea bracket metal mounts.The attachments can be attached up to 32"
apart in roof zone 1, and 16"apart in roof zones 2 &3.The mounts should be staggered,where
possible,to allow distribution of the design loads evenly to the structure.The mounts shall be
installed with 4 x 6mm x 25mm Bi-metal self-piercing screws.
Please see attached documents and contact me should you have any questions.
Sincerely,
D. Chad Godwin, PE 81360
Exp. 02/28/2021 �`� C, G
* ; 1360 ;
` TAT OF ' �►
ASCE 7-16 CHAPTER 29 WIND LOADS-Rooftop Solar Panels Minimum Design Loads-Part 1:Enclosed(gable,h<60ft,7°<6<20°)
Risk Category II Table 1.5-1 Load Types Load,PSf
Basic Wind Speed(Ult) 137 mph Figure 26.5-113 Dead Load,D 3
Wind Speed(asd) 106 mph IBC 1609.3.1 Weight of Ice,Di 0
Roof Angle 18 Earthquake,E 0
Effective Wind Area 10.00 ftz 26.20 Fluid,F n/a
Wind Load Parameters Flood Load,Fa n/a
Wind Directionality Kd 0.85 Table 26.6-1 Lateral Earth psi,H n/a
Exposure Cat. B,C,or D B Section 26.7 Live Load,L n/a
Topographic factor K,t 1.00 26.8 or 26.8.2 Roof Live,L, n/a
Ground Elevation Factor Ke 0.86 Table 26.9-1 Rain,R n/a
Velocity Exposure Coefficient K, 0.70 Table 26.10-1 Snow,S 0
Array Edge Factor 7E 1.50 29.4.4 Self-Straining,T n/a
Solar Panel Equalization Factor ya 0.80 Fig.29.4-8 Wind,W see calc
Velocity Pressure qp 14.75 psf qi,=0.00256 K,K,,K,KeV2 Wind-on-Ice,Wi n/a
Mean Roof Height h 20.00 ft
0.4h 8.00 ft
least horizontal dim 528 in
10%of least horizontal dim 4.40 ft
Roof Zone Set Back a 4.40 ft
Figure 30.3-2b(Gable roof,h<60ft,7°<6<20°)
Zone
1 2e 2n 2r 3e 3r
GCP -2.00 -2.00 -3.00 -3.00 -3.00 -3.60 uplift
GC 0.50 0.50 0.50 0.50 0.50 0.50 downward
p=gh(GCP)("/E)(/a) -35.40 -35.40 -53.11 -53.11 -53.11 -63.73 psf uplift
p=gh(GCP)(7'E)('/a) 8.85 8.85 8.85 8.85 8.85 8.85 psf downward
downward case 1 11.85 11.85 11.85 11.85 11.85 11.85 psf D+(0.6W OR 0.7E)
downward case 2 6.98 6.98 6.98 6.98 6.98 6.98 psf D+0.75L+0.75(0.6W)+0.75(Lr or S or R)
downward case 3 7.11 7.11 7.11 7.11 7.11 7.11 psf 0.6D+0.6W
uplift case 1 -18.24 -18.24 -28.86 -28.86 -28.86 -35.24 psf D+(0.6W OR 0.7E)
uplift case 2 -12.93 -12.93 -20.90 -20.90 -20.90 -25.68 psf D+0.75L+0.75(0.6W)+0.75(Lr or S or R)
uplift case 3 1 -19.44 -19.44 1 -30.06 -30.06 1 -30.06 -36.44 psf 0.6D+0.6W
uplift case 4 -32.40 -32.40 1 -50.11 -50.11 1 -50.11 60.73 psf D+W
Design Calculations for the Use of bracket to metal roof
Module Length C 5.42 ft
Module Width B 3.33 ft
Module Area A 18.05 ftz
Total Design Load(Uplift) Pdesign -32.40 -32.40 -50.11 -50.11 -50.11 -60.73 psf
Total Design Load(Downforce) Pdesign 11.85 11.85 11.85 11.85 11.85 11.85 psf
Design Load per Module Top -584.86 -584.86 -904.36 -904.36 -904.36 -1096.06 Ibs Top=A*Pdesign
Design Load per Module Tdown 213.90 213.90 213.90 213.90 213.90 213.90 Ibs Tdn=A*Pdesign
Distributed Load(Uplift) Pdist.Up -87.82 -87.82 -135.79 -135.79 -135.79 -164.57 plf Top/B*2
Distributed Load(Down) Pdist.Down 32.12 32.12 32.12 32.12 32.12 32.12 plf Tdn/B*2
Railspan Between Anchor Points L 2.67 1.33 1.33 1.33 1.33 1.33 ft
Point Load per Mount(Uplift) R -234.18 -117.09 -181.05 -181.05 -181.05 -219.43 Ibs
Point Load per Mount(Down) R 42.82 21.41 21.41 21.41 21.41 21.41 Ibs 2.00
Pullout Value for 4 x Metal to Metal Screws
Ultimate Pullout Wt 1266 1266 1266 1266 1266 1266 Ibs Ultimate WA�t 41POn�-5!
Design Pullout Value per Mount W, 633 633 633 633 633 633 Allow\ Ueut(Dlue(e�p��
SAFTEYFACTOR SF 2.70 5.41 3.50 3.50 3.50 2.88
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Utility Meter
P
-COGEN Disconnect
Located adjacent to
Utility meter
-SE7600H-US
Inverter
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SNP S�il� pE,
o GpO�N G Sod Z
Inverter Type: SolarEdge o
PV Panel: (32)Hanwha Q-Cells 315W
Racking: Iron Ridge 3' Access Pathway
Total Wattage: 10,080W
Roof Type: Metal
Wind Load: 7 to 20 Deg
Fastener Type: Use Protea Brackets
Sheet Index
S-1 Cover Sheet/ Site Plan _________________ j / /
____ __ ___ / " 7 / / /
S-2 Detail
E-1 One -Line
S-lA Mounting Plan
General Notes:
-SolarEdge SE7600H-US Inverter
located near utility meter
-SolarEdge P320 Optimizers R-1
R-3
are located on roof behind each module. # Modules (16) # Modules (13)
-First responder access maintained and o 31311
from adjacent roof. Pitch: 15O Pitch: 15 }
-Wire run from array to connection is 60 feet. Azimuth: 1800 R-2 Azimuth: 180O 5' 6"
# Modules (3)
Pitch: 15O 3' Access Pathway
Azimuth: 270O Layout Subject to Change Based on Site Conditions
Green House Solar & Air \\\� /
14451 60th Street N, C
g Godwin Engineering and ��� ®���� Nsoo`y��'
Clearwater, FL 33760 FRONT OF H O IJ SE Design, LLC ®' ;Z
844-987-6527 .81360
8378 Foxtail Loop '�a
• System meets the requirements of NFPA 70th Edition, Chapter 11.12 Install will be done to Manufacturer Spec
p Pensacola, FL 32526
Meets All Editions of Florida Fire Prevention Code 6th Edition D. Chad Godwin, PEETA OF
Customer Info:
Legend ® Chimney Chad@godwineng.com
First responder access Satellite
❑� Utility Meter 0 Vent Pipe Represents all Fire Clearance 1st Responder Access Robin Tipton Date: 1/8/2021
minimum of 36" unobstructed as per
❑J PV Disconnect SolarEdge Inverter including Alternative methods 3 8801 9th Ave. Drawn by: RF 1
Section R324 of the 2018 IRC
Zephyrhills, FL Revised by:
+
2020 FL Residential Code & FBC, 7th Edition (2018 International Residential Code - 2nd Printing Ze p h y Rev #: 00
modified by the FL Building Standards , 2018 International Energy Conservation Code, 33542
Rev Date:
City of Zephyrhills Code, 2017 National Electric Code.
Page: S-1 Compass for Aerial
Solar Module
3/8-16 X 3/4
HEX HEAD @OAT
3/8-16
• ___________ VLA OE NUT 3-
L -
Ironridge XR-10
General Notes: Install will be done to Manufacturer Spec
- S-5 Brackets are secured to Roof
Godwin Engineering and
@ 32" O.C. in Zone 1 , @ 16" O.C in Zone 2, & @ 16" O.C. in Zone 3 Design, LLC g =°� a ss�
using (4) 6mm x 25mm BI-Metal Self-Piercing 8378 Foxtail Loop °
Pensacola, FL 32526
- Subject roof has One layer. D. Chad Godwin, PE ®-�� ��OpP ��
- All enetrations are sealed. Chad@godwineng.com
p ________rrlrttt,�____l%�1
Roof Section Pitch Roof Rafter and Spacing Overhang Notes:
R1-R3 3/12 2"x4" @ 24 O.C. 20"
Truss Green House Solar &Air
144 1 60th Street N,
Customer Info: ` Clearwater, FL 33760
844-987-6527
Designed as per ASCE7-16 Inverter Type: SolarEdge
g PV Panel: (32) Hanwha Q-Cells 315W
Racking: Iron Ridge Robin Tipton Date: 1/8/2021
Total Wattage: 10,080W 38801 9th Ave. Drawn by: Imo'
h r
Modules mounted flush to roof Roof Type: Metal Ze hills, FL Revised b y:
Wind Load: 7 to 20 Deg Zephyrhills, Rev #: 00
no higher than 6" above surface. Fastener Type: Use Protea Brackets 33542
Rev Date:
Page: S-2
Equipment list I PHOTOVOLTAIC SYSTEM
EQUIPPED WITH
RAPID SHUTDOWN
1 1 1 T LABEL PER NEC 690.56(C)-PROVIDE AT NEW SUB
11l '1 '2 0 0 o y 5 16 P V: PANEL OR SERVICE PANEL FOR RAPID SHUTDOWN
2 J COMPLIANT SERVICES
(32) Hanwha Q-Cells 315 W PHOTOVOLTAIC SYSTEM DC DISCONNECT
MAX POINT CURRENT:25.2 A Apply to DC
MAX POWER POINT VOLTAGE:400 VDC pp Y
(32) SolarEdge Power Optimizer P320MAX
MAX SYSTEM VOLLTTIT RE�480 DC disconnect/inverter
— :15 A
(2) strings of(16) WARNING
ELECTRIC SHOCK HAZARD
I 1 2 3 ° ° ° PTI1
[11Th
Inverter: IF GROUND FAULT IS INDICATED ALL Apply to Inverter
NORMALLY GROUNDED
A4 (1) SolarEdge SE7600H-US CONDUCTORNSDMAY MAYBE
U ENERGIZED ROUNDED
SolarEdge AC/DC Safety Switch
WARNING
ELECTRIC SHOCK HAZARD
AC Disconnect: DO NOT TOUCH TERMINALS Apply to Disconnects
Power Optimizer TERMINALS ON BOTH THE LINE AND
Soladeck 60A Disconnect LOAD SIDES MAY BE ENERGIZED IN
Typ
THE OPEN POSITION
SOLAR PV SYSTEM EQUIPPED I WARNING
3/8 IN MIN.TEXT WITH RAPID SHUTDOWN All wiring to meet the 2014 NEC and ELECTRIC SHOCK HAZARD Apply to each J box, combiner
2015 Energy Code THE DC CONDUCTORS OF THIS z box, disconnect,and device where
TURN RAPID PHOTOVOLTAIC SYSTEM ARE
SHUTDOWN SWITCHT energized, ungrounded circuits
3/16 IN MIN.TEX THE"OFF'POSITION TrN\ UNGROUNDED AND MAY BE
SHUT DOWN PV ENERGIZED maybe exposed during service.
SYSTEM AND REDUCE
SHOCK HAZARD IN TH
WARNING
ARRAY. • • • DUAL POWER SUPPLY
4 #10 AWG Wire ■ • SOURCES:UTILITY GRID AND PV Apply to MSP
( re SOLAR ELECTRIC SYSTEM
! WARNING ! (1)#8 EGcI RATED AC OUTPUT CURRENT: 32A I
In 3/4"EMT typ or NOMINAL OPERATING VOLTAGE: 24 VAC
POWER SOURCE OUTPUT CONNECTION: - Apply to Disconnects
FMC,PVC,LFNC
DO NOT RELOCATE THIS OVERCURRENT
DEVICE (depending on route to Load Side Connection
Inv.Metal if interior) Busbar Ratin 1 200
Main Breaker Size 1 200
Bus Rating*1.2-Main Break Size 1 40
Max Allowable Load Side 40
Load Size Breaker Size 1 40
SolarEdge Inverter Godwin Engineering and
SE7600H-US Design, LLC
w/Integrated Disconnect 8378 Foxtail Loop ®: ETATE
•��y
Main Service Pensacola, FL 32526 _ 0 ��
Inverter Output Ckt Utility PV AC Disco 200A -
p 60A Non-Fused Disconnect 200A Bus D. Chad Godwin, PE
To Overcurrent Protection Device �tanaal Lockable Dsconnrrl ,
Chad@godwineng.com O'., F00 ,
AC Max Output Current 32
4oA i �''-�OR1O ,.•
AC Max Output Current * 1.25% 40
Overcurrent Protection(A) 40 ��/111111��
No. of Current Carrying Cond
<4
12) o,
Conductor Gauge AWG 8 AWGTHWN IGEC
Green House Solar & Air
eal� 1445160th Street N,
AWG EGC
in'F least 3/4"Conduit Typically
Load side connection Per 705.12(D)(2)(3)(b) Clearwater, FL 33760
System meets the grounding requirements of NEC 690.43 Use Matching or equivalent approved breaker if Berating Clearwater,
844-987-6527
Including the label below '
GEC NOTES Customer Info'
Note:
-All wiring the 2014 NEC and Provide a grounding electrode system for an
to meet
ungrounded system per 690.47(C)(3). Date: 1/8/2021
Inverter Type:
Robin Tipton
In Case of Emergency Call Florida electric codes. - GEC must be installed per 250.64 Drawn by: SolarEdge
- GEC must be continuous un-spliced or irreversibly spliced from g
60A Disconnect inverter to existing service ground system or continuous from the 3880 1 9th Ave. PV Panel:
Green House Solar & Air arrays to the service ground system. Revised b
-Type of conduit to be determined existing y � (32)
- 1f GEC is not continuous from the array to the existing service ground Zephyrhills, FL Rev #' 00 Hanwha Q-Cells 315W
at 844-987-6527 on Site by contractor. an additional ground system must be provided from the arrays to a
grounding electrode per 690.47(D) 33542 Rev Date: Total Wattage:
Must be metal if DC ran interior. GEC must be min#8 AWG and installed in conduit 10,080W
Install will be done to Manufacturer Spec - If GEC is not in conduit.it must be#6 min per NEC 690.54 Page: E-1
33'-1 0"
-. Z /' /' /
23'-0"
17'-711
C� l
24'-5 - _ 15'-g
R-1 R-2
# Modules (16) # Modules (3)
Iron Ridge Rail Pitch: 15° Pitch: 15°
XR-10 17' 6 Azimuth: 180° Azimuth: 270° 3'-3"
29'-10"
X R- 0 4' 12 5' 6"
Plans satisfy zones FBC-1510.7.1
Install will be done to Manufacturer Spec
17'-7"
Bar Godwin Engineering and
Splice 6 Design, LLC
S-5! Protea Mounts 121 8378 Foxtail Loop ®' sso
Iron Ridge UFO's 78
Iron Ridge Sleeves/End Caps 28 20'-5" Pensacola, FL 32526 ; *`
D. Chad Godwin, PE ', STATE OF wZ
6x6 J-Box 3 odwinen com %�` ' ,
Iron Ridge Ground Lugs 7 R-3 Chad @g g aR,aP ���``'�
Hanwha Q-Cells 315W 32 # Modules (13)
SolarEdge P320s 32
SE7600H-US Inverter 1 Pitch: 15O
60A Non-Fused Disconnect I Azimuth: 180° Green House Solar&Air
40A Breaker 1 14451 60th Street N,
Customer Info: Clearwater, FL 33760
Max cantilever is 10.67" as per manufacturer spec. 844-987-6527
Zone 1: Inverter Type: SolarEdge
Max Cantilever = Max Span * (3)=32"*(3)=10.67" PV Panel: (32) Hanwha Q-Cells 315W
Max cantilever is 5.33" as per manufacturer spec. Racking: Iron Ridge Robin Tipton Date: 1/8/2021
Zone 2: Total Wattage: 10,080W 38801 9th Ave. Drawn by: RF
Max Cantilever = Max Span * (3)=16"*(3)=5.33" '
Roof Type: Metal Zephyrhills, FL Revised by:
Max cantilever is 5.33" as per manufacturer spec. Wind Load: 7 to 20 Deg 33542 '
3542 Rev #: 00
Zone 3: Fastener Type: Use Protea Brackets Rev Date:
Max Cantilever = Max Span * (3)=16"*(�)=5.3.3" yp
Page: S-1A
powered by
' 1
DUO Format 66.3 in x 39.4in x 1.26in(including frame)
(1685 mm x 1000 mm x 32 mm) 13.9.552.5•350
Weight 41.21bs(18.7 kg) �xaw a.wem°am ces•39 aya
Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology_Back Cover Composite film 3)50.551 mm1
Frame Black anodized aluminum "`'"°°°""
Cell 6 x 20 monocrystalline Q.ANTUM solar half-cells
Junction box 2.76-3.35 in x 1.97-2.76 in x 0.51-0.83 in
(70-85mm x 50-70mm x 13-21 mm),decentralized,IP67 ••'�'�9 eh�TMlN "�'.°'"`
Cable 4mm2 Solar cable;(+)x43.3in(1100mm),(—)a43.3in(1100 mm) 13B 52-a ,E u° 9.ew n°•350
Connector Multi-Contact MC4,IP68 I
, UO • 300=320 POWER CLASS 300 305 310 315 320
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W/—O W)
Power at MPP' P , [WI 300 305 310 — 315 320
j ' 1 s ' , Short Circuit Currant' Ix [Al 9.72 9.78 9.83 9.89 9.94 _I
e Open Circuit Voltage' Va [V] 39.48 39.75 ( 40.02 40.29 40.56
Current at MPP I,,, [A] 9.25 9.31 9.36 9.41 9.47
Voltage at MPP V,, IV] 32.43 32.78 33.12 33.46 33.80
The new Q.PEAK DUO BLK-05 solar module from Q CELLS impresses with Efficiency' r [%] ≥17.8 ≥18.1 ≥18.4 ≥18.7 ≥19.0
its outstanding visual appearance and particularly high performance MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT° _
on a small surface thanks to the innovative Q.ANTUM DUO Technology. Power at MPP P,p, [W] 224.1 1 227.8 231.6 235.3 239.1
Q.ANTUM's world-record-holding cell concept has now been combined E ( Short Circuit Current I� [A] 7.83_.I 7.88 7.92 7-97 8.01
with state-of-the-art circuitry half cells and a six-busbar design, thus I Ourrent tMPPltage V0 [V] 37.15 37.40 . 37.66 37.91 37. 5
Current at MPP I,r, [A] 7.28 7.32 7.37 7.411 7.45
achieving outstanding performance under real conditions — both with voltage at MPP V,1., [V] 30.78] 31.11 31.44 31.76 32.08
low-intensity solar radiation as well as on hot, clear summer days. 'Measurement tolerancesP,,,,�t3%;I�VVt5%atSTC:1000W/m2,25x2'C,AM1.5GaccordingtolEC60904-3.2800W/m2,NMOT,spectrumAM1.5G
0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE
Q.ANTUM TECHNOLOGY:LOW LEVELIZED COST OF ELECTRICITY
rag 110 --r-----r— i �---
- At least 98%of nominal power during first year. r
Higher yieldper surface area, lower BOS costs, higherpower - — °' -^°'°°g g I e= Thereafter max 0.54%degradation per year.
o °' ----- At least 93.1%of nominal power up to 10 years.
classes, and an efficiency rate of up to 19.3/a.
At least 85%of nominal power up to 25 years.
INNOVATIVE ALL-WEATHER TECHNOLOGY All data within measurement tolerances.
S m Fulls of rtheies in LLS sales organithzation
the war of oty
Optimal yields, whatever the weather with excellent low-light terms the QCELLS sales of your
and temperature behavior. V respective country. B0 2w ,,, lRRnounr�[wAx�21
Z
09, ,
ENDURING HIGH PERFORMANCE ' Typical module performance under low irradiance conditions In �,
$.,III•3tl 1.n°NN..A..Nte IO PY comwnb YEARS
�J' „a•3,„-,,,,��,d,-m�,,,�p,,,�,,,�,,,,,,,,°•,20,,, comparison to STC conditions(25°C,1000W/m2).
Long-term yield security with Anti LID Technology, QCELLS ------------------- --
Anti PID Technology', Hot-Spot Protect and Traceable Quality Tra.QTM. no,aeA.roev TEMPERATURE COEFFICIENTS ry
Temperature Coefficient of I 1 a I [%/K] +0.04 Temperature Coefficient e1 Va [%/K] —0.28
EXTREME WEATHER RATING Temperature Coefficient of PM„ I y,1 [%/K] —0.37 Normal Operating Module Temperature NMOT ['F] 109±5.4(43 t3°C)
2018 --- ——e - .4(4 _.
High-tech aluminum alloy frame, certified for high snow r. t. ,
(5400 Pa) and wind loads (4000 Pa) regarding IEC. Maximum System Voltage V81, IV] 1000(1EC)!1000(UL) Safety Class It
Maximum Series Fuse Rating (A DC] 20 Fire Rating C(IEC)/TYPE 1(UL)
O A RELIABLE INVESTMENT 11_.]_=1Max.Design Load,Push/Pull(UL}x [lbs/1t2] 75(3600 Pa)/55(2667 Pa) Permitted module temperature —40°F up to+185°F
Inclusive 12-year product warranty and 25-year ouality Tested on continuous duty (-40°C up to+85°C)
linear performance guarantee2. l _ Max.Test Load,Push/Pull(UL)2 [Ibslft2] 113(5400 Pa)/84(4000Pa) 2 see installation manual
..grrl
STATE OF THE ART MODULE TECHNOLOGY ID.40032587 r I r PACKAGINGr r
UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 32
Q.ANTUM DUO combines cutting edge cell separation IEC 612152016;IEC61730:2016,Application classA 3
and innovative wirinwith Q.ANTUM Technology. t Number of Pallets per 53'Trailer 30 I
APT test conditions according to s -- ---- v
I EC/TS 6280412015,
method B(-1500V, 168h) C E `�® Number of Pallets per 40'High Cube Container 26 I s
D E Pallet Dimensions(L x W x H) 69.3 in x 45.3in x 46.9 in
2 See data sheet on rear for further c°i us
(1760•3•3 x mmx1190 mm)
x 11
THE IDEAL SOLUTION FOR: information. u�.LII -
Pallet Weight 1415 lbs(642642 k&kg)
s NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use '-
- - Rooftop arrays on of this product. g
i •I residential buildings
Hanwha 0 CELLS America Inc.
300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 I EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us
Engineered in Germany .i6 CC:LLS
Sin le Phase Inverter
Wit HD-Wave Technology for North America
SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/
1 I PhaseInverterZ SE7600H-US / SE10000H-US / SE11400H-USS e ,
• OUTPUT
r Y i t h HE Wa ve Technology Rated AC Power Output 3000 3800 @ 208V 5000 6000 @ 208V 7600 10000 11000 @ 208VVA
3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
for North America 3300 @ 208V 5000 @ 208V 10000 @ 20Bv
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac
(211 240
SE3000H-US / SE3800H-US / SE5000H-US / SE6000H AC
/ AC Output Voltage
Min.-Nom.-Max. ✓ ✓ ✓ Vac
SE7600H-US / SE1 0000H-US / SE1 1400H-U (1S AC3r 20qu n229)
AC Frequency(Nominal) 59.3-60-60.81- Hz
Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A
Currenu @240V
��� Maximum Continuous Output - 16 - 24 - - 48.5 A
Current @208V
GFDI Threshold 1 A
Utility Monitoring,Islanding
r solar ! ' .-. Protection,Country Configurable Yes
Thresholds
INPUT
Maximum DC Power @240V 4650 5900 I 7750 1 9300 11800 15500 17650 W
Maximum DC Power @208V 5100 7750 - 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
r ■ rr � a3a
« Nominal DC Input Voltage 380 I 400 Vdc
Maximum Input Current @240VO 8.5 10.5 1 13.5 16.5 20 I 27 30.5 Adc
_ijMaximum Input Current @208Vm - 9 - 13.5 - - 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600ko Sensitivity
Maximum Inverter Efficiency 99 99.2
99 @ 240V
%
CEC Weighted Efficiency 99 %
98.5 @ 208V
Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
Revenue Grade Data,ANSI C12.20 Optionalw
Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect
Optimized installation with HD-Wave technology 2017690.12
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07
/ Specifically designed to work with / Extremely small Grid Connection Standards 1EEE1547,Rule 21,Rule 14(HI)
power optimizers Emissions FCC Part 15 Class B
I Record-breaking efficiency I Built-in module-level monitoring INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG 3/4'minimum/14-6 AWG 3/4"minimum/14-4 AWG
Range
Fixed voltage inverter for longer strings I Outdoor and indoor installation DC Input Conduit Size of Strings/
3/4'minimum/1-2 strings/14-6 AWG 3/4"minimum/1-3 strings/14-6 AWG
AWG Range
I Integrated arc faultprotection and rapid shutdown forp grade Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 mm
9 p I Optional: Revenue data, ANSI C12.20 (HxWxD)
NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy) WeightwithSafetySwitch 22/10 25.1/11.4 26.2/11.9 38.8/17.6 Ib/kg
Noise <25 <50 dBA
I UL1741 SA certified,for CPUC Rule 21 grid Cooling Natural Convection
compliance Operating Temperature Range -40 to+140/-25 to+60t'1(-40'F/-40'C option)ls>
Protection Rating NEMA 4X(Inverter with Safety Switch)
('i For other regional settings please contact SolarEdge support
SWar
m R ven er current ve ter may SbeE used;the inverter will limit its input current to the values stated
aRevenue grade inverter P/N:SExxxxH-USODONNC2
solaredge.com 'I For power de-rating information refer to:httpsVAvww.solaredge.com/sites/defaulVUles/se-temperature-derating-note-na.pdf
3l-40 version P/N:SExxxxH-US000NNU4
solarEdge Technologies,Inc All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BV SOLAREOGE are trademarks or registered trademarks of SolarEdge Technologies,Inc All Ro H S
/ Power Optimizer
0 For North America
Power Optimizer P320 / P340 / P370 / P400 / P405 / P505
For North America
P320 / P340 / P370 / P400 / P405 / P505 •• " .. •' .. •• ..
INPUT
Rated Input DC Power tt 320 340 370 1 400 405 505 W
Absolute Maximum Input I
Voltage 48 60 80 1259) 831st Vdc
(Voc at lowest temperature)
Q MPPT Operating Range 1 8-48 8 60 8 80 12.5 105 12.5 83 Vdc
Maximum Short Circuit Current 11 I 10.1 14 Adc
(Isc)
Maximum DC Input Current I 13.75 12.63 17.5 Adc
_Maximum Efficiency F .5 %
Weighted Efficiency 98.8 98.6 %
Overvoltage Category II
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 15 Adc
Maximum Output Voltage 60 85 Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE
II INVERTER OFF)
N Safety Output Voltage per
1 t 0.1 Vdc
Power Optimizer
STANDARD COMPLIANCE
EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1(class II safety),UL1741
RoHS Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System F 1000 Vdc
Voltage
Compatible inverters All SolarEdge Single Phase and Three Phase inverters
Dimensions(WxLxH) 129x153x27.5/5.1x6x1.1 129 x153 x33.5/ 129x159x49.5/ 129x162x59/ mm/in
5.1x6x1.3 5.1x6.3x1.9 5.1x6.4x2.3
Weight(including cables) 630/1.4 750/1.7 845/1.9 1064/2.3 grub I
Input Connector MC4oi
Output Wire Type/Connector , Double Insulated;MC4
Output Wire Length 0.95/3.0 1.2/3.9 m/ft
Input Wire Length F 0.16/0.52 m/ft
Operating Temperature Range _ -40-+85/-40-+185 'C/°F
PV power optimization at the module-level Protection Rating _ IP68/NEMA6P
Relative Humidity 1 0-100 _ _ %
m Rated SIC power of the module.Module of up to+5%power tolerance allowed
1 NEC 2017 requires max input voltage be not more than 80V
f Specifically designed to work with SolarEdge F Fast installation with a single bolt 1s For other connector types please contactSolarEdge
inverters
1 Next generation maintenance with module- .-
Up to 25% more energy level monitoring
Minimum String Length P320,P340,P370, 8 10 18
o (Power Optimizers) P400
Superior efficiency (99.5%) 1 Meets NEC requirements for arc fault P405/P505 6 8 14
protection (AFCI) and Photovoltaic Rapid Maximum String Length 25 25 S0Ie
I Mitigates all types of module mismatch losses, (Power Optimizers)
g yp Shutdown System (PVRSS) s7oo(600o rovitn
from manufacturing tolerance to partial Maximum Power per String 5E7600-US-SE11400 5250 600131') 1275011 W
shading I Module-level voltage shutdown for installer _ _ US) , _
Parallel Strings of Different Lengths Yes
and firefighter safety or Orientations
1 Flexible system design for maximum space ")For detailed string sizing information refer to:http://wvnv.solaredge.com/sites/default/files/string-sizing_na.pdf
utilization m R Is not allowed to mix P405/P505 with P320/P340/P370/P400 in one string
A string with more than 30 optimizers does not meet NEC rapid shutdown requirements;safety voltage will be above the 30V requirement
m For SE14.4KUS/5E43.2KIJ5:It is allowed to Install up to 6,500W per string when 3 strings are connected to the inverter(3 strings per unit for 5E43.2KUS)and when
the maximum power difference between the strings is up to 1,000W
m For SE30KUS/SE33.3KUS/SE66.6KU5/SE100KUS:It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter(3 strings per unit for SE66.6KUS/SE100KU5)
and when the maximum power difference between the strings is up to 2,000W
solaredge.com so I a r - i
O SolarEdge Technologies Ltd.All rights reserved.S0LAREDGE.the SolarEdge logo,OPTUAIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc E ROHS
All other trademarks mentioned herein em trademarks of their respective owners Date:122018N01/ENG NAM.Subjecttoochenge without notice.
IRONRIDGE XR Rail Family XR Rail Family
The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific
S 4 ` design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match.
Solar Is Not Always hinny
Over their lifetime, solar panels experience countless -
extreme weather events. Not just the worst storms in years, a
but the worst storms in 40 years. High winds capable of '-4_: "�"
ripping panels from a roof, and snowfalls weighing i+,
enough to buckle�a panel frame. (` _
XR Rails are the structural backbone preventing / -----_________ - -
these results. They resist uplift, protect XR10 XR100 XR1000
against buckling and safely and efficiently XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among
transfer loads into the building structure. rail,designed for regions with light or mounting rail. It supports a range of solar mounting rails.It's built to handle
Their Superior Spanning capability no snow. It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans up to 12
remaining light and economical. maximizing spans up to 8 feet. feet for commercial applications.
requires fewer roof attachments, _
reducing the number of roof - 6'spanning capability • 8'spanning capability • 12'spanning capability
penetrations and the amount Moderate load capability Heavy load capability Extreme load capability
• Clear&black anodized finish Clear&black anodized finish Clear anodized finish
of installation time. - t internal splices available • Internal splices available • Internal splices available
Rail Selection
The following table was prepared in compliance with applicable engineering codes and standards. Values are
,f
based on the following criteria:ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean
I / Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications.
/ .. .- .. -
�. ,
Force-Stabilizing Curve 100
Sloped roofs generate both vertical and lateral 120
forces on mounting rails which can cause them None
to bend and twist.The curved shape of XR Rails 140 XR10 XR100 XR1000
J
is specially designed to increase strength in-both-__
directions while resisting the twisting.This unique 160
feature ensures greater security during extreme
weather and a longer system lifetime. t 100
120
l0-20 1-'--
140
160
100
30
160
Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials 1 100
XR Rails are IronRidge offers All XR Rails are made of 6000-series _ 40
compatible with a range of tilt leg aluminum alloy,then protected with an 160
FlashFoot and options for flat anodized finish.Anodizing prevents surface
other pitched roof roof mounting and structural corrosion,while also providing 50-70 160
attachments. applications, a more attractive appearance.
80-90 160
Utility Meter
ALL WORK SHALL COMPLY WITH PREVAIUN
-COGEN Disconnect CODES FLORIDA BUILDING CODE,
Located adjacent to �@ NATIONAL ELECTRIC CODE,
Utility meter AND THE CITY OF ZEPHYRHILLS
ORDINANCES
-SE7600H-US
z o
Inverter
REVIEW DATE MAR 1 ' 2011
CITY OF ZEPHYRHI
PLAN EXAMINER
G
Inverter Type: SolarEdge o
PV Panel: (32)Hanwha Q-Cells 315W
Racking: Iron Ridge 3' Access Pathway
Total Wattage: 10,080W
Roof Type: Metal
Wind Load: 7 to 20 Deg
Fastener Type: Use Protea Brackets
Sheet Index
S-1 Cover Sheet! Site Plan
S-2 Detail / /
E-1 One -Line
S-lA Mounting Plan
General Notes:
-SolarEdge SE7600H-US Inverter
located near utility meter
-SolarEdge P320 Optimizers R-1
R-3
are located on roof behind each module. 2 # Modules (13) f�
-First responder access maintained and # Modules (16) O -3
from adjacent roof. Pitch: 15 R-2 Pitch: 15 O
-Wire run from array to connection is 60 feet. Azimuth: 180O Azimuth: 180 5' 6"
j
# Modules (3)
Pitch: 15O 3' Access Pathway ``\,\11111l//��
Azimuth: 270O Layout Subject to Chan *%forgi1G�J4 ns
Green House Solar & Air
14451 60th Street N, `*
Clearwater, FL 33760 Godwin Engineering and =
844-987-6527 PRO W"' OF HOUSE Design, LLC
8378 Foxtail Loop O• OF
System meets the requirements ofNFPA 70th Edition, Chapter 11.12 Install will be done to Manufacturer Spec
p Pensacola, FL 32526 �� �+ •-.___.- �C?��
Meets All Editions of Florida Fire Prevention Code 6th Edition Customer Info: D. Chad Godwin, PE I//Ill
Legend ® Chimney Chad@godwineng.com3 /
® First responder access Satellite Access
Utility Meter 0 Vent Pipe Represents all Fire Clearance 1st Responder Robin Tipton Date: 1/8/2021
g including Alternative methods minimum of 36" unobstructed as per 38801 9th Ave. Drawn by: RF 1 \
LIIFU PV Disconnect L><] SolarEdge Inverter Section R324 of the 2018 IRC
FL Revised b :
2020 FL Residential Code & FBC, 7th Edition (2018 International Residential Code - 2nd Printing Zephyrhills, Rev #: ` 00
modified by the FL Building Standards , 2018 International Energy Conservation Code, 33542
______________ _____ ___ +
Rev Date:
City of Zephyrhills Code, 2017 National Electric Code.
Page: s-1 Compass for Aerial
Solar Module
3�/B-16 X 3/4
HEX HEAD BOLT
z - .3/8-16
FUraheGE NUT
Ironridge XR-10
General Notes: Install will be done to Manufacturer Spec
- S-5 Brackets are secured to Roof \01111111/0
Godwin Engineering and
@ 32" O.C. in Zone 1 , @ 16" O.C In Zone 2, & @ 16 O.C. in Zone 3 Design, LLC I ; o;
using (4) 6mm x 25mm BI-Metal Self-Piercing 8378Fail Loop 32526 = * 13so
Pensacola,
- Subject roof has One layer. D. Chad Godwin, PE �o�., STA14 of
Chad@godwineng.com �it�`s•:c�0R10?.-G����`
- All penetrations are sealed.
Roof Section Pitch Roof Rafter and Spacing Overhang Notes:
R1-R3 3/12 2"x4" @ 24 O.C. 20" Truss Green House Solar &Air
14451 60th Street N,
Customer Info: � Clearwater, FL 33760
844-987-6527
Designed as per ASCE7-16 Inverter Type: SolarEdge
PV Panel: (32) Hanwha Q-Cells 315W
Racking: Iron Ridge Robin Tipton Date: 1/8/2021
Total Wattage: 10,080W 38801 9th Ave. Drawn by: RF
Modules mounted flush to roof Roof Type: Metal Revised by:
no higher than 6" above surface. Wind Load: 7 to 20 Deg Zephyrhills, FL Rev #: 00
g Fastener Type: Use Protea Brackets 33542
Rev Date:
Page: S-2
Equipment list PHOTOVOLTAIC EQUIPPED WITHTEM
RAPID SHUTDOWN
SYS1
LABEL PER NEC 600.56(C)-PROVIDE AT NEW SUB'1 '2 0 0 0 15 16 PV: PANEL OR SERVICE PANEL FOR RAPID SHUTDOWN
!. J COMPLIANT SERVICES
(32) Hanwha Q-Cells 315W PHOTOVOLTAIC SYSTEM DC DISCONNECT
MAX POINT CURRENT:25.2 A Apply to DC
MAX POWER POINT VOLTAGE:400 VDC
MAX SYSTEM VOLTAGE:480 DC
pp Y
(32) SolarEdge Power Optimizer P320disconnect/inverter
gp MAX CIRCUIT CURRENT:15 A
(2) strings of(16) WARNING
1 2 3 15 16 ELECTRIC SHOCK HAZARD
Inverter: IF GROUND FAULT IS INDICATED ALL Apply to Inverter
NORMALLY GROUNDED
(1) SolarEdge SE7600H-USAND CONDUCTORSENERGIZEDROUNDED
_ = SolarEdge AC/DC Safety Switch WARNING
ELECTRIC SHOCK HAZARD
Power Optimizer AC Disconnect: DO NOT TOUCH TERMINALS Apply to Disconnects
TERMINALS ON BOTH THE LINE AND
Soladeck
60A Disconnect LOAD SIDES MAY BE ENERGIZED IN
Typ
THE OPEN POSITION
SOLAR PV SYSTEM EQUIPPED WARNING
318IN MIN.TEXT WITH RAPID SHUTDOWN All wiring to meet the 2014 NEC and ELECTRIC SHOCK HAZARD Apply to each J box, combiner
2015 Energy Code THE DC CONDUCTORS OF THIS box, disconnect,and device where
SHUTDOWN TURN SWATCH T PHOTOVOLTAIC SYSTEM ARE g g
3116 IN MIN.TEX THE"OFF"NOSITIOH T CD UNGROUNDED AND MAY BE energized, ungrounded circuits
SHUT DOWN PV ENERGIZED maybe exposed during service.
SYSTEM AND REDUCE
SHOCK HAZARD IN TN
ARRAY. WARNING
UAL POWER SUPPLY I
Apply
to MSP
# re 10 AWG Wi1111 jj'ire
SOURC . ' ILITY GRID AND PV
(4) SOLAR EL CTRIC SYSTEM
! WARN -! (1)#8 EGC
In 3/4"EMT typ or
POWER SOURCE OUTPUT CONNECTION: FMC PVC,LFNC • Apply to Disconnects
DO NOT RELOCATE THIS OVERCURRENT Main Disconnnect
DEVICE (depending on route to RATED AC OUTPUT CURRENT: 32A 200A Main
inv.Metal if interior) NOMINAL OPERATING VOLTAGE: 240VAC
L1 L2N
Line Side
SolarEdge In `ter Tap \ M Godwin Engineering and \%\
Design, LLC
SE7600H S o ,�GEN F•,,�y��,��
w/Integrated sconnect 60A Service Rated 8378 Foxtail Loop 360
Fused Disconnect Neutral to Ground Bond = ;
Pensacola, FL 32526
— � * ��
' =
Inverter Output Ckt '� AC Disconnect . Chad Godwin, PE of ;feu
Manual Lockable Disconnect o ,
To Overcurrent Protection Device - 40A Chad@godwineng.com FL QR110
AC Max Output Current 32 Fus N
AC Max Output Current * 1.25% 40 u
Overcurrent Protection (A) 40 a —
No. of Current Carryin .Cond <4 Located Adjacent to Utility Meter GEC
Ground
Conductor Gauge AWG 8 1RefertoNEC3i28for
#8 Li,L2 & neutral #6 Li,L2 & neutral Conditions on taps in switch Green House Solar & Air
8 Ground (1)#8AWG EGC&GEC and over current devices
In 3/4" Conduit Enclosures. I 14451 60th Street N,
If the conditions are not
In @ least 3/4" Conduit met a tapboxwiIt Clearwater, FL 33760
System meets the grounding requirements of NEC 690.43 need to be installed. 844-987-6527
Including the label below
Note: G : .NOT s er o:
-All wiring to meet the 2014 NEC and Provide a grounding electrode system for an
ungrounded system per 690.47(C)(3). Date: 1/8/2021
Florida electric codes. - GEC must be installed Inverter Type:
In Case of Emergency CallRobin Tipton Drawn by: Imo' SolarEdge
GEC Hurst be continuous per 250.64 i or irreversibly spliced from
g
60A Disconnect inverter to existing service ground system or continuous front the 38801 9th Ave. NM PV Panel:
Green House Solar & Air arrays to the existing service ground system. Revised b
-Type of conduit to be determined (32>
If GEC is not continuous from the array to the existing service ground Zephyrhills, FL Rev #• 01 Hanwha Q-Cells 315W
at 844-987-6527 on site by contractor. an additional ground system(mist be provided from the arrays to a 3/3/2021 Total Wattage:
Must be metal if DC ran interior. -rounding electrode per 690.47(Di 33 542 Rev Date: 10 080W
- GEC must be min#8 AWG and installed in conduit
Install will be done to Manufacturer Spec - If GEC is not in conduit it must be#6 min per NEC 690.54 Page: E-1
3 3'-l 0"
231_011
171_711
rrs rr 11'-3"LLLLL
24'-5" 15'-8"
R-1 R-2
# Modules (16) # Modules (3)
Iron Ridge Rail Pitch: 15O Pitch: 15O
XR-10 17' 6 Azimuth: 180° Azimuth: 270° 3'-3"
29'-10"
XR-10 1 12 < / // / / / / 51_611
Plans satisfy zones FBC-1510.7.1
Install will be done to Manufacturer Spec
„�. 171_711 `�����1►l��t/����i
Splice Bar 6 Godwin Engineering and
S-5! Protea Mounts 121 Design, LLC
Iron Ridge UFO's 78 8378 Foxtail Loop * ; 1360
Iron Ridge Sleeves/End Caps 28 _ 201_511 Pensacola, FL 32526
r ,
D. Chad Godwin, PE �', sTa OF
Iron Ridge Ground Lugs 7 ,`cv
6x6 J-Box 3 R_3 Chad@godwineng.com '� :•.' �oRIo�:•
Hanwha Q-Cells 315W 32 # Modules (13)
SolarEdge P320s 32 Pitch: 15°
SE7600H-US Inverter 1
60A Fused Disconnect 1 Azimuth: 180° Green House Solar &Air
40A Fuses 2 14451 60th Street N,
Customer Info:
Zone 1: � Clearwater, FL 33760
Max cantilever is 10.67" as per manufacturer spec. 844-987-6527
Inverter Type: SolarEdge
Max Cantilever = Max Span * (3)=32"*(3)=10.67" PV Panel: (32) Hanwha Q-Cells 315W
Max cantilever is 5.33" as per manufacturer spec. Racking: Iron Ridge Robin Tipton Date: 1/8/2021
Zone 2: Total Wattage: 10,080W 38801 9th Ave. Drawn by: >�
Max Cantilever = Max Span * (3)=16"*(3)=5.33" '
Roof Type: Metal Zephyrhills, FL Revised by: NM
Max cantilever is 5.33" as per manufacturer spec. Wind Load: 7 to 20 Deg Rev #: 01
Zone 3: Fastener Type: Use Protea Brackets 33542 Rev Date: 3/3/2021
Max Cantilever = Max Span * (3)=16 *(3)=5.33"
Page: S-l A