HomeMy WebLinkAboutAPPROVED 5612 Cassia Dr - Solar PV Plans
DNATM 144 Solar for Innovators DNA TM 144 Solar for Innovators
A-A
12:1
Residential I Commercial Designed & Engineered in Silicon Valley
440W 1435W 1 430W
Our DNATNI Split Cell Series impressively combines advanced N E E 65
solar technologies to maximize performance. Our patented
B-B
Dual Nano Absorber(DNATM)Technology allows the panel to - 12:1
operate at high-efficencies in extreme temperatures. — &L
Contact our sales team today to learn more about our line of
high-efficienty solar panels.
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Patented DNATM technology boosts power —_H1
performance & module efficiency
1039mm 40mm
® Advanced split cell technology with 9 ultra-thin Electrical Specifiactions DNA-144-MF26-44OW DNA-144-MF26-435W DNA-144-MF26-43OW Mechanical Properties
® busbars allows for less resistance and more photon STCrated Output P,(w) 440W 435W 430W Cell Type Monocrystalline
capture 20.21% 19.98% 19.76% 3.2mm,anti-reflection coating,high
Module Efficiency Glass transmission,low iron,tempered glass
Open Circuit Voltage Vvoc(V) 49.9 49.7 49.5 Frame Anodized Aluminum Alloy
Short Circiut Current Isc(A) 11.33 11.26 11.19 Junction Box IP68
Ideal solution for applications affected by shading Rated Voltage Vnmp(V) 41.0 40.8 40.6 Dimensions 2095 X 1039 X 40mm
Rated Voltage 1,(A) 10.74 10.67 10.60 Output Cable 4mm2(EU)12AWG,39.37in.(1200mm)
Standard Test conditions for front-face of panel:1000W/M2,250c,measurement uncertainty<3% Weight g 53.131bs.(24.1kg)
¢ All-black design for pristine aesthetics cable Length 1200mm
No excessive silver bussing or ribbons Temperature Coefficient Encapsulant POE
Temperature Coefficients Pmmp -0.36%
I-V Curve
Robust product design is reslient in extreme Temperature Coefficients Isr +0.05%/°C
�
00
weather. Up to 5400 Pa snow load and 210 mph Temperature Coefficients Voc -0.29%/°C 12
0o00 oW
�000 wind speeds Normal Operating Cell Temperature(NOCT) 44°C
10
e
Ult�rt�k Test Operating Conditions
Maximum Series Fuse 20A 6
Maximum System Voltage 1,000 VDC(UL&IEC) 4
Maximum Load Capacity(Per UL 1703) 5400 PA Snow Load/210mph Wind Rating
Linear Performance Warranty Fire Performance Class Class C/Type 1 2
30 Year 3X IEC RETC Top 98% — St1rd11d Wzrranty °
97 o Optional EMended Warrzr 10 20 30 40 50
Warranty Standards Performer 932% Packaging Configuration
I+zs% o Number of Modules per Pallet 27 Certifications
90.7% 87.8 h
85.1% Number of Pallets per 40ft.Container 22 83.7 //��/ //��
82.4% Pallet Dimensions 2110 X 1120 X 233665 Y 1�`l t`k I+4.e% �-0 Pallet Weight(kg) 680
♦ 80.2% T
Container Weight(kg) 14960 UL61730-1,UL61730-2
♦ ♦♦0 3140 De La Cruz Blvd.,Ste 200 76.7%
Santa Clara,CA 95054 1 year 10 years 20 years 25 years 30 years
♦a tOs M wwww.aptossolar.com Aptos Warranty •Industry Standard ����•
solar technology info@aptossolar.com •aptos-
Aptos Solar Technology reserves the right to make specification changes without notice eon°re�n�°�°gy
Power Optimizer
Power Optimizer mo P370 / P401 / P404 / P485 / P500 / P505 / P601
P370P401 ., P505 P601
OPTIMIZER MODEL (60&70 (60&70 (for 60-cell (for high (for 96-cell (for higher (for 1 x high UNIT
0 (typical module compatibilty) Cell Cell and 72 cell, voltage modules) current powerPV
P370 / P401 / P404 / P485 / P500 / P505 / P601
INPUT modules) modules) short strings) modules) modules) module)
Rated Input DC PowWl 370 420 405 485 500 505 600 W
Absolute Maximum Input Voltage 60 80 125 80 83 65 Vdc
(Voc at lowest temperature)
MPPT Operating Range 8-60 12.5-80 12.5-105 8-80 12.5-83 12.5-65 Vdc
Maximum Short Circuit Current(Isc) 11 1 12.5 11 10.1 14 Adc
Maximum Efficiency 99.5 %
"25 O Weighted Efficiency 98.8 98.6
YEAR Overvoltage Category II
WARRANTYOUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 1 15 1 Adc
Maximum Output Voltage 1 60 80 60 80 1 Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
- Safety Output Voltage per Power Optimizer 1 10.1 Vdc
STANDARD COMPLIANCE
EMC FCC Part 15 Class B,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1(class II safety),UL1741
- ROHS Yes
N Fire Safety VDE-AR-E 2100-712:2013-05
INSTALLATION SPECIFICATIONS
Maximum Allowed System Voltage 1000 Vdc
Dimensions(W x L x H) 129x153x27.5 129x153x29.5 129x153x42.5 129x159x49.5 129x153x33.5 129x162x59 129x153x52 Trim
/SAx6x1.1 /5.1x6x1.16 /5.1x6x1.7 /5.1x6.2x1.9 /5.1x6x1.3 /5.1x6.4x2.3 /5.1x6x2 /in
Weight(including cables) 655/1.5 775/1.7 845/1.9 750/1.7 1064/2.3 gr/lb
Input Connector MC40 Single or MC412l
10p Dual MC411x31
Input Wire Length 0.16/0.52,0.9/2.95 0.16/0.52 m/ft
Output Connector MC4
Output Wire Length 1.2/3.9 1.4/4.5 m/ft
Operating Temperature Range(4) -40 to+85/-40 to+185 -C/-F
Protection Rating IP68
Relative Humidity 0-100 %
(1)Rated power of the module at STC will not exceed the optimizer"Rated Input DC Power'.Modules with up to+5%power tolerance are allowed
PV power optimization at the module level (3)For dual versionf for r types please
contact SolarEdge
(3)For dual version for parallel connection of two modules use the P485.In the case of an odd number of PV modules in one string,installing one P485 dual version power optimizer connected to
one PV module is supported.When connecting a single module,seal the unused input connectors using the supplied pair of seals
(4)For ambient temperature above+70°C/+158°F power de-rating is applied.Refer to Power Optimizers Temperature De-Rating Technical Note for more details
Specifically designed to work with SolarEdge inverters / Superior efficiency(99.5%)
PV System Design Using a Solaredge Inverter(') Single Phase Single Phase Three Phase Three Phase for
Up to 25%more energy / Flexible system design for maximum space utilization ' 277/480V Grid
Minimum String Length P370,P401,P5001e' 8 16 18
Next generation maintenance with module-level / Module-level voltage shutdown for installer and (Power Optimizers) P404,P485,P505,P601 6 14(13 with SE31<17I) 14
monitoring firefighter safety Maximum String Length(Power Optimizers) 25 50 50
Mitigates all types of modules mismatch-loss,from / Fast installation with a single bolt Maximum Nominal Power per String") 5700 5250 112500I 12750110I w
manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations Yes
(5) It is not allowed to mix P404/P485/P505/P601 with P370/P401/P500 in one string
(6)The P370/P401/P500 cannot be used with the SE3K three phase inverter(available in some countries,refer to the three phase inverter SE3K-SE10K datasheet)
(7) Exactly 10 when using SE3K-RW010BNN4
(8)If the inverters rated AC power<maximum nominal power per string,then the maximum power per string will be able to reach up to the inverters maximum input DC power
Refer to:https://www.solaredge.com/sites/default/files/se-power-optimizer-single-string-design-application-note.pdf
(9) For the 230/400V grid:it is allowed to install up to 13,500W per string when the maximum power difference between each string is 2,000W
(10) For the 277/480V grid:it is allowed to install up to 15,000W per string when the maximum power difference between each string is 2,000W
so I a red g e.co m solar=@@ O SolarEdge Technologies,Ltd.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc. C E
Al,othertrademarks mentioned herein are trademarks of their respective owners.Date:10/2021 DS-000047-2.2-ENG.Subject to change without notice.
/lam 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
Solar Is Not Always Sunny
design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match.
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Over their lifetime, solar panels experience countless
extreme weather events. Not just the worst storms in years,
but the worst storms in 40 years. High winds capable of i
ripping panels from a roof, and snowfalls weighing
enough to buckle a panel frame. _
t
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 spans up to 6 feet, wind and snow conditions,while also extreme climates and spans up to 12
while remaining light and economical. maximizing spans up to 10 feet. feet for commercial applications.
requires fewer roof attachments,
reducing the number of roof ._ ._LL 6'spanning capability 10'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. Internal splices available Internal splices available Internal splices available
_ Rail Selection
The table below was prepared in compliance with applicable engineering codes and Standards.*Values are
based on the following criteria:ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof
Slope of 8 to 20 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed certification letters.
Force-Stabilizing Curve 90
Sloped roofs generate both vertical and lateral
120
forces on mounting rails which can cause them
to bend and twist.The curved shape of XR Rails None
is specially designed to increase strength in both 140 XR10 XR100 XR1000
directions while resisting the twisting.This unique 160
feature ensures greater security during extreme
weather and a longer system lifetime.
90
120
� 20
140
160
9
30 0
160
Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials 90
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 I 80 160
attachments. applications. a more attractive appearance.
120 160
'Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance.
0 :00 ,�a_
GODWIN ENGINEERING AND DESIGN, LLC
8378 Foxtail Loop, Pensacola, FL 32526 1 (850)712-4219 1 chad@godwineng.com
December 29, 2021
To: St. Lucie County Building Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Re: Schroeder- Residential PV Roof Mount Installation
5612 Cassia Dr.
Fort Pierce, FL 34982
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,,,t) - 160mph 3sec gust, Exposure Category- C
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 Asphalt Shingle with min. 1/z" 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 asphalt shingle roof with the
Ironridge railing and flashings/attachments.The attachments can be attached up to 24" apart in
roof zones 1, 2e, 2n, 2r, 3e,&3r.The mounts should be staggered,where possible,to allow
distribution of the design loads evenly to the structure.The mounts shall be installed with a min.
5/16"lag screw with minimum 2-5/16"thread length.
Please see attached documents and contact me should you have any questions.
Donnie C
Go
`J,O E NSF'/2'•L
Godwin NO 81360 '=
Sincerely,
2021 .12.29 O STATE OF
D. Chad Godwin, PE 81360 i ��•�<O R\OP,:
Exp. 02/28/2023 s
12:5 9:3 6 ,•,S,ONA;E�
1-ANDS AEDBYDON.EECHAD
100'O� GTE IN PRINT CCOPG A IESOF SIGNATHISD DOCRE UMENT
DATE.PRINTED COPIES AL THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES
ASCE 7-16 CHAPTER 29 WIND LOADS-Rooftop Solar Panels Minimum Design Loads-Part 1:Enclosed(Gable,Hip,Flat h<60ft,0*<6<45*)
Wind Load Parameters-Inputs Wind Load Paramaters
Risk Category II Table 1.5-1 Wind Speed(asd) 124 mph FRC R301.2.1.3
Basic Wind Speed(Ult) 160 mph Figure 26.5-1B Effective Wind Area 23.43 It' 26.20
Roof Angle 28°to 45' Wind Directionality Kd 0.85 Table 26.6-1
Roof Type Gable Topographic factor Ka 1.00 26.8 or 26.8.2
Exposure Cat. B,C,or D C Section 26.7 Ground Elevation Factor K, 1.00 Table 26.9-1
Mean Roof Height h 25.00 ft Velocity Exposure Coefficient Kr 0.94 Table 26.10-1
Roof attachment 5/16"x 4"Lag Screw Array Edge Factor YE 1.50 29.4.4 *Modules are considered Exposed
Rafter/Truss Spacing 24 in O.C. Solar Panel Equalization Factor j, 0.65 Fig.29.4-8
No.of Rails 2 Velocity Pressure qn 31.42 psf qn=0.00256 K,K„Kki
No.of Modules-Portrait 15 Added Safety Factor 1.2
No.of Modules-Landscape 0 Allowable Pullout per mount 709.6 Ibs
Module Model Number DNA-144-MF26430-440 0.4h or 0.6h 10.00 ft Flat-0.6h,Gable,Hip-0.4h
bldg.least horizontal dim(typ.) 360 10%of least horizontal dim 3.00 ft m dlexnnor.oim.oro.dn,wmmever�::moose WtnvJ-man either4%&-,thm.or
Elevation <5000 ft Roof Zone Set Back a 3.00 ft arc.(na)rod-0.6h)
Est.#of attachment points 54 h2 5 in rva>ioin(panel neignran-oof)
PV Dead Load Module and Racking Speu 2hz r 30 in mmai:xa"re array,naii de from me rod,age,sable gdfge,or hipridge
#of Modules 15 Dimensions,LxWxH(in) P23.43
2.48 x 40.9x 1.57 0.25 in mp rwee� cis d�r�or>s.7k
Module W- 53 Ibs Width .41 ft all 1.00 ft eor:ornai e�.ea"reo g p ei edge
Array Wmoa, 797 Ibs Length .87 tt d2 0.25 ft rvorao"iai e�.ia"re nom g papeim me pearen edge'�pme oea row
Micro/optimizer W- 60 Ibs Module Area ft` 0.5h 12.50 ft *modwes.reweid-.pored th.--tnm s.sip frrr-edge
PV Rail Ww r,r 11 Ibs Module load ratings Notes
Total Weight Wreel 868 Ibs Ultimate Allowable
Total Area AT 351.40 ftz Load Rating-Snow(psf) 113.4 75.6 Eq.1 Point Load=Roof Zone psf*TA
Dead Load Dp„ 2.47 psf Load Rating-Wind(psf) 1 -113.4 1 -75.6 Eq.2 TA=(Module Length/2)*Max Span
Weight/attachment 16.1 Ibs Eq.3 *Max span Equation,SF Allowable pullout/Point Load
PI/Attachment-Results Eq.4 Max Span=Allowable Pullout/(SF*Roof Zone psf
Roof Zones-Gable 28'to 45'
1 2e 2, 2n 3e 3r a)The Max span between attachment points must not exceed the rail spans provided by racking manufacture.
GCp-Uplift=8 .9
-1.8 -2.2
GCp-Down 0.9 0.9 0.9 0.9 b) Allowable Module load ratings are determined by SF=1.5
P=gh(GCoI(yEl�ya) -43.6 -43.6 -52.8 -65.1 psf 29.4-7
P=gn(GCpIIyEI(1. 27.7 27.7 27.7 27.7 Psf 29.4-7
Max Allowable Span 2 2 2 2 ft *notes
Max Cantilever(in) 8 8 8 8 Max span*33%(in)
.,```,GNADuGO"��O
Donnie C
Godwin - No 81360 -
2021 .12.29 . STATE OF �,:
S
N
12:59:48 Ai,"
THIS ITEM HAS BEEN ELECTRONICALLY
SIGNED AND SEALED BY DONNIE CHAD
100106 GOD.IN PRINTED
DIGITAL SIGNTHIS DOCUMRE ENT
AND
DATE.PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES
ASCE 7-16 CHAPTER 29 WIND LOADS-Rooftop Solar Panels Minimum Design Loads-Part 1:Enclosed(Gable,Hip,Flat h<60ft,0*<6<45*)
Wind Load Parameters-Inputs Wind Load Paramaters
Risk Category II Table 1.5-1 Wind Speed(asd) 124 mph FRC R301.2.1.3
Basic Wind Speed(Ult) 160 mph Figure 26.5-1B Effective Wind Area 23.43 It' 26.20
Roof Angle 8'to 20' Wind Directionality Kd 0.85 Table 26.6-1
Roof Type Gable Topographic factor Ka 1.00 26.8 or 26.8.2
Exposure Cat. B,C,or D C Section 26.7 Ground Elevation Factor K, 1.00 Table 26.9-1
Mean Roof Height h 25.00 ft Velocity Exposure Coefficient Kr 0.94 Table 26.10-1
Roof attachment 5/16"x 4"Lag Screw Array Edge Factor YE 1.50 29.4.4 *Modules are considered Exposed
Rafter/Truss Spacing 24 in O.C. Solar Panel Equalization Factor j, 0.65 Fig.29.4-8
No.of Rails 2 Velocity Pressure qn 31.42 psf qn=0.00256 K,K„Kki
No.of Modules-Portrait 11 Added Safety Factor 1.2
No.of Modules-Landscape 0 Allowable Pullout per mount 709.6 Ibs
Module Model Number DNA-144-MF26430-440 0.4h or 0.6h 10.00 ft Flat-0.6h,Gable,Hip-0.4h
bldg.least horizontal dim(typ.) 360 10%of least horizontal dim 3.00 ft m dlexnnor.oim.oro.dn,wmmever�::moose batnvJ-man either4%&-,thm.or
Elevation <5000 ft Roof Zone Set Back a 3.00 ft arc.(n.r rod-0.6h)
Est.#of attachment points 38 hi 5 in rva>ioin(panel neignran-oof)
PV Dead Load Module and Racking Speu 2hz r 30 in mmai:xa"re array,naii de from me rod,age,sable gdfge,or hipridge
#of Modules 11 Dimensions,LxWxH(in) P23.43
2.48 x 40.9x 1.57 0.25 in mo rwee� cis d�r�or>s.7k
Module W- 53 Ibs Width .41 ft all 1.00 ft eor,:ornai e�.ea"reo g ip ei edge
Array Wmoa, 584 Ibs Length .87 tt d2 0.25 ft rvorao"iai e�.ia"re nom g paoeim me oearen edge'�ome oea row
Micro/optimizer W- 44 Ibs Module Area ft` 0.5h 12.50 ft *modwes. eid-.pored th.--tnm l.slp frrr-edge
PV Rail Ww r,n 8 Ibs Module load ratings Notes
Total Weight Wreel 637 Ibs Ultimate Allowable
Total Area AT 257.69 ftz Load Rating-Snow(psf) 113.4 75.6 Eq.1 Point Load=Roof Zone psf*TA
Dead Load D, 2.47 psf Load Rating-Wind(psf) 1 -113.4 1 -75.6 Eq.2 TA=(Module Length/2)*Max Span
Weight/attachment 16.8 Ibs Eq.3 *Max span Equation,SF Allowable pullout/Point Load
PVAttachni-Results Eq.4 Max Span=Allowable Pullout/(SF*Roof Zone psf
Roof Zones-Gable 8'to 20°
1 2e 2r 2n 3e 3r a)The Max span between attachment points must not exceed the rail spans provided by racking manufacture.
GCp-Uplift -2.0 -1.1 -2.6 -2.6 =2N.lAlt7ac�
GCp-Down 0.5 0.5 0.5 0.5 b) Allowable Module load ratings are determined by SF=1.5
P=9xIGCoIIyEI�yaI -59.0 -59.0 -77.4 -77.4 psf 29.4-7
P=gnIGCpIIyrl(y,) 15.4 15.4 15.4 15.4 psf 29.4-7
Max Allowable Span 2 2 2 2 ft *notes
Max Cantilever(in) 8 8 8 8 8 Max span*33%(in)
Donnie C
Godwin_ ND 81360
2021 .12 ��: STATE OF '4(j
Off. A' ;��:
ONAI-
13:0 2:0 7 9 THIS ITEM HAS BEEN E EC R NI.A11
SIGNED AND SEALED BY DONNIE CHAD
GODWIN
SIGNATURE DATE.PRINTED COPIES OF TH
IS HIS DOCUMENT
ARE NOT CONSIDERED
00AND SEALED
0� ANDTHESGNATURE M UISTBEVERIFI DON
ANY ELECTRONIC COPIES