HomeMy WebLinkAbout20-1163 ED
H City of Zephyrhills PERMIT NUMBER ""
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001163-2020
wr,a Phone: (813)780-0020
` Fax: (813)780-0021 Issue Date: 12/16/2020
Permit Type: Electric Service Replacement/Misc
z P.roperty Nurn lier Street$'Address„ `
04 26 210070 00200 0130 36034 Stable Wilk Avenue
Owner InformationPermit Information r Contractorinfoirmation,�* m- .,,
Name: LUISA CUAO Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF
Class of Work:Add/Alter Residential LLC
Address: 36034 Stable Wilk Ave Building Valuation:$6,292.00
ZEPHYRHILLS,FL 33541-2554 Electrical Valuation:$25,168.00 CP I'll
Phone: (786)506-1780 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$31,460.00
Total Fees:$248.76
Amount Paid:$248.76
Date Paid:12/16/2020 11:04:28AM
Pro ec`t�D401 tron , ` - f A., �� �
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INSTALLATION ROOF MOUNT SOLAR PHOTOVOLTAIC
az
Application Fees
Electrical Plan Review Fee $82.92 Electrical Permit Fee $165.84
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.
0:�� y!rn
CONTRACTOR SIGNITURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-7811-0020 City of Zephyrhills Permit Application RMI-813-7811-MI
Building Department
Date Received
Phone Contactilor Permitting lmu ;U6 ma�i
ownses,Name O F CUP0 owner Phone Number L7
Owners ie.Add.13&0;3 q 97-Agtt Wr owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple TitfailholderAddress F-
JOB ADDRESS 54203 LOT
susomstoN FrLVER-nbO kj*et 4CELUW 1 oq-2& -21-6070 . 00 U0- ,oijo
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRR ' ADDIALT 1771 SIGN r7 DEMOLISH
R INSTALL REPAIR
PROPOSED USE Q SFR rl COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK C3 FRAME Q STEEL
DESCRIPTION OF WORK 1-rN<77wi-,9T7--6A) or PV 2ut-W. (POOP -M600TED)
BUILDING SIZE I 1 80 FOOTAGE HEIGHT
Eau.,. . . . . . . . . . . . . . . .. . . . . .. .... . . . . . . . .. . . . . . .
LOING Ile VALUATION OF TOTAL CONSTRUCTION
ICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING —J
=MECHANICAL —I VALUATION OF MECHANICAL INSTALLATION
=GAS Q ROOFING r-1 SPECIALTY= OTHER
FINISHED FLOOR ELEVATIONS —1 FLOOD ZONE AREA =YES NO
. . . . . . . . ... .. .
BUILDER COMPANY
SIGNATURE REGISTERED YIN I FEECURREN LZLN_j
Add. JJV. JqAff-v-,q a V 77771 License tp FF�J'0 U-7 q 0
ELECTRICIAN COMPANY vrvrAJ7- gow-q
SIGNATURE I REGISTERED I Y/ N I RmcuRRen I YINrT I
.Add. QV- qaAhAld tWF- I License#1
PLUMBER COMPANY =
SIGNATURE REGISTERED Y/N i FEE MIRREI, Ly 1 N
Address I License
MECHANICAL COMPANY =
SIGNATURE REGISTERED I YIN I FeEcuRRFN LILN J
Add. F- I License 4 F—
OTHER COMPANY =
SIGNATURE REGISTERED I Y/N I FEECURR8\ LILN J
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum tan(10)working days aftersubmittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&I dumpster,Site Work Permit for subdivisionsilarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page;(1)set of Energy Forms.R-O-W Permit for now Construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,StomnwatsIr Plans w/Silt Fence Installed,
Sanitary Facilities&I dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)Sam of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . .
Flu out application completely.
Owner&Contractor sign back of application,notarized
It over=500,a Notice of Commencement is required. (A/C upgrades over S74100) car
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)
Reroofa if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if an public roadways-needs ROW
1 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-W-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) 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 IMPACTIUTiLITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use In existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be 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—Homeowners
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that 1 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 taws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. 1 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 1 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,WaterlWastewaterTreatment.
• 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 Authordy-RunWays.
I understand that the following restrictions apply to the use of fall:
- 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 I am the AGENT FOR THE OWNER,l 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 shalt 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 ATTO N E ORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 3}
OWNER OR AGENT CONTRACTOR
Sub ad d swo r a rn VM qjV1I Subscribed and swam to(or affirmed)before me this
gW
i are personally known to me or hasihave produced Who[stare personalty known to me or hasthave produced
as identification. as identification.
Notary Public Notary Public
Commission No. ` Commission No.
r Name of Notary typed,printed or stamped
Notary Public State Of Fkxtde
James Quillen
•y"� a� My Commu+mon HH 012750
'?t d1 Expires 09IM2024
(14
City Of. yrhilIs
BUILDING PLAN REVIEW COMMENTS
ContractorlHomeowner: V � y i n4 �-ob:;,,,c
Date Received: )- h .?-0,;�-,4
Site: o_,3 7 J`IA Y le 1,2 i
PermitType: T h.1�?� 1� ;a °`1 nvF1 �� fV
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE
Olar1800 W Ashton Blvd.
vnvinxim® Lehi, UT 84043
A sunrun COMPANY
J.Matthew Walsh, PE Kirk M.Nelson, SE Samuel Brown, PE- Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@sunrun.com kirk.nelson@sunrun.com sam.brown@sunrun.com
c
November 30, 2020
Re: Structural Engineering Services
Cuao Structure
36034 Stable Wilk Ave, Zephyrhills, FL
S-6514508; CAD Version: 3; FL-01
To Whom It May Concern:
We have reviewed the following information regarding solar panel installation on the roof of the above referenced
structure:
1. Site visit by a representative from our office under my supervision identifying specific interior and
exterior site information including the condition of the existing roof system and the size, spacing, and
condition of existing structural framing members. Information gathered during the site visit includes
photographs, sketches, and verification forms.
2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to
the existing roof.
Based on the above information, we have evaluated the structural capacity of the existing roof system to support
the additional loads imposed by the solar panels and have the following comments related to our review and
evaluation:
A. Description of Structure:
The existing structure has typical wood framing construction with a maximum of two layers of composite shingle
roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard
construction components. The designed areas of:the home consist of the following framing methods:
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
B. Loading Criteria
14.66 PSF= Dead Load (roofing/framing)
3.00 PSF= Dead Load (solar panels/mounting hardware)
17.66 PSF=Total Dead Load
20 PSF= Roof Live Load (based on local requirements)
Wind speed of 145 mph (based on Exposure Category D-the total area subject to wind uplift is calculated for the
Interior, Edge, and Corner Zones of the dwelling.)
VIVIN r
Page 1of3 A sunrun COMPANY
i
DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE
C.Solar Panel Anchorage
1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below.
If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office
should be notified before proceeding with the installation.
• SnapNrack Installation Manual,which can be found on the SnapNrack website(https:Hsnapnrack.com).
2. The solar panels are 1'/2" thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting
method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per
mount and therefore is adequate.
• RL-U SpeedSeal: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS)
of timber construction specifications for Southern Pine is 235 Ibs/inch penetration.
4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC
2303.4.5 verifying that the fasteners will not adversely affect the roof framing.
5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the
wind load uplift procedures of ASCE 7-10. These spacing requirements apply to all mount types indicated
above. The following values have been verified by in-house testing and the mounting hardware manufacturers'
data, which are available upon request. Panel support connections should be staggered, where possible, to
distribute load to adjacent members.
Modules in Landscape Modules in Portrait
Roof Zone Interior Ede Corner Interior Ede Corner
Max Vertical Spacing in 40 40 40 66 66 66
Max Horizontal Spacing in 48 48 48 33 31 34
Cantilever in 16 16 16 11 10 11
D. Summary
Based on the above evaluation, with appropriate panel anchors being utilized, the roof system designed on will
adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has
been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida
Building Code-Residential 6th Edition, current industry standards and practice, and the information supplied to us
at the time of this report.
If there are any questions regarding the above, or if more information is required, please contact me.
Regards, ��� '4� -
J. Matthew Walsh, PE
FL License No. 84923 = * Ng 84 +
OocuSigned by: ` p � STATE OF
[,7AEEB20514FE4D2 �;_ =rC ORIV-- \\\
Matthew Walsh /��// 0 ,��\\`\
November 30,2020 1 5:44 PM MST
11/30/2020
This item has been electronically signed and sealed
by Matt Walsh using a Digital Signature and date.
Printed copies of this document are not considered
signed and sealed and the signature must be
verified on any electronic copies.
vivintSolar
Page 2of3 A sunrun COMPANY
DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE
vivina ® � � 1800 IN Ashton Blvd.
t.SoLehi, UT 84043
A sunrun COMPANY
J.Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE- Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@sunrun.com kirk.nelson@sunrun.com sam.brown@sunrun.com
H
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z�.
n , Irs
Page 3of3 A sLJf run COMPANY
DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE
Structural Design Criteria
Project Address Date: November 30,2020
Cuao Residence
36034 Stable Wilk Ave
Zephyrhills,FL
s-6514508 \\N 1A E VV yV� f�
Residence \�� �, ��C E N S4; ��
Risk Category II
Roof Area 2084 sf * N� 8`i ;
Upper Floor Area 1563 sf —
Number of Stories 2 1, STATE OF
Mean Roof height 25 ft % ® '. <4
Upper Floor height 10 ft ii��� =c�OR%OP,"������
Location Parameters // ®®NAL
Latitude 28.2512828 Z✓1�/ /�q�19\�
Longitude -82.2206132
Site Class D(Default)
Risk Category II
Existing Gravity Parameters
Roof Dead Load Floor Dead Load
5 psf Composite Shingle 7.50 psf Floor Finishes
2 psf 3/4"Plywood Sheathing 3.30 psf 1 1/8" Subfloor Sheathing
2 psf Roof Framing @ 24 in.o.c. 3.40 psf Joists @ 16'o.c.
3 psf Ceiling,Mechanical,Electrical 15 psf Partitions
2 psf Miscellaneous 3.60 psf Ceiling,Mechanical,Electrical
15 psf TOTAL 1.25 psf Miscellaneous
34 psf TOTAL
Roof Live Load 20 psf Wall Dead Load
Ground Snow Load 0 psf 8 ft Wall Height
Flat Roof Snow Load 0 psf 300 ft Wall Length
12 psf Wall Weight
New Gravity Parameters
Roof Dead Load 3.00 psf Solar Panel Weight
Roof Live Load with Solar Panels 0 psf
Roof Slope Factor 0.8 Roof Slope Factor(ASCE 7-10 Fig.7-2b)
Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1
Seismic Parameters
SS = 0.067 g 0.2 sec Spectral Response Acceleration
S1 = 0.034 g 1.0 sec Spectral Response Acceleration
Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1
Fv= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 0.071 g Short Period Design Spectral Acceleration
SD1 = 0.054 g 1 Second Period Design Spectral Acceleration
Page 1 of 4
DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 23.0 deg
Product Information
No.of Panels 44
Weight 3.00 psf including mounting system
Installed Area 798.7 ft2
No.of Connectors 58
Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing
69.32 plf
Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing)
35.32 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-49.05%
Total New Gravity Loads are less than Existing Loads.OK
2015 IEBC Section 707.2 states:
"Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting
such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. EXCEPTION 1.Structural
elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5 percent."
2015 IRC Section AJ501.4 states:
"The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous
condition is not created.Structural elements that are uncovered during the course of the alteration and that are found to be unsound or
dangerous shall be made to comply with the applicable requirements of this code."
2017 FBC Section AJ104.1 states:
"Detached one-or two-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive
reconstruction shall not be required to be evaluated."
Page 2 of 4
DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E916OBE
VIVIn' ue-dar
ts
1800 W Ashton Blvd.
Structural Group Lehi, UT a
4043
J.Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown,PE- Civil
QftectorofEngineerfng Strixturef Engineering Slructuref€Vneering
ibmes.waistp@yMnmoiar.com kirknelson@vivintsolar.com sam brown c@vivinzsolar com
Mount Spacing Calculation
ASCE 7-10 Simplified Procedure for Components and Cladding
NDS Section 12
Site-Specific Parameters
ICC Code Cycle 2015
Wind speed (V) 145 mph
Exposure Category D
Roof Slope (A) 23.0 deg
Effective Wind Area 20 sf
Least Horizontal Dimension 30.00 ft
Adjustment Factor(A) 1.61
Topographic(Kt) 1
Panel Dead Load (Pd) 3 psf
Ground Snow Load 0 psf
Flat Roof Snow Load (pf) 0 psf ASCE 7-10 Eq. 7.3-1
Slope Factor(CS) 0.78 ASCE 7-10 Fig. 7-2b-
Panel Snow Load 0 psf Pfc.
Total Dead Load (D) 3 psf Panel Dead Load + Roof Snow Load
Portrait Landscape
Vertical Spacing (L) 67 in 39 in Based on length of the panel
Wind Pressure Zone 1 Zone 2 Zone 3
Lookup Pressure (Pnet30) 31 psf 49 psf 89 psf ASCE 7-10 Fig. 30.5-1
Uplift Pressure W 51 psf 79,psf 144 psf A*Kzt*Pnet30
Fastener Capacity Calculation
Fastener Type 5/16 Yield Equations NDS Table 12.3.1A
Diameter 5/16 in I_m 654 Ibs
Fasteners 1 1 s 1235lbs
Embedment (Dpen) 2 1/2 in II 363 Ibs
Load Duration (Cd) 1.6 III m 376 Ibs
Pullout per Inch (W) 235 lb/in III_s 393 Ibs
IV 339 Ibs
Uplift Capacity 939 Ibs DpenCdW
Shear Capacity 339 Ibs Based on equations from NDS 12.3.1A
Page 3 of 4 mmn
r , S' ;
DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE
vivint. sol a r 1800 W Ashton Blvd.
Structural Group Lehi, UT W43
J.Matthew Walsh, PE Mrk M.Nelson, SE Samuel Brown,PE-Civil
Director of Engineering Structural Engineering Strudwa!Engineering
j4mes.waish@vivintsolar.com kirk.nelson@Wvintsolar.com sam.brown p_vrvintsolar corn
Mount Spacing CalculationIN
Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing)
RL-U S eedSeal 443 Ibs 238 Ibs 1
Fastener Capacity 939 Ibs 339 Ibs
Controlling Capacity 443 Ibs 238 Ibs
Portrait Zone 1 Zone 2 Zone 3
Uplift 33 in 31 in 34 in
Shear 437 in 658 in 1316 in Capacity
Manufacturer or AHJ 48 in 48 in 48 in L*SIN(6)*D
Controlling Spacing 33 in 31 in 34 in
Landscape Zone 1 Zone 2 Zone 3 Capacity
Uplift 57 in 54 in 58 in L*0.6(D-W)
Shear 750 in 1127 in 2255 in Capacity
Manufacturer or AHJ 48 in 48 in 48 in L*SIN(A)*D
Controlling Spacing 48 in 48 in 48 in
Wind Uplift on Each Fastener
Tributary Area (Atrib) Zone 1 Zone 2 Zone 3 Mount Spacing *Vertical Spacing
Portrait 15 sf 10 sf 5 sf
Landscape 13 sf 9 sf 4 sf
Demand in Uplift Atdb*0.6(Pd-W)
Portrait 443lbs 443lbs 443lbs
Landscape 372lbs 395lbs 365lbs
Capacity in Uplift 443lbs 443lbs 443lbs Max Utilization=1.00
Demand in Shear Atfb*SIN(A)*D
Portrait 18lbs 11lbs 6lbs
Landscape 15lbs 10lbs 5lbs
Capacity in Shear 238 lbs 238 Ibs 238 Ibs Max Utilization=0.08
Page 4 of 4t' . Solar
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For detail i -
+ nform N1K1 E6,
CANP'p��SpCARINC. Guelph,Ontario
edvale Avenue west,
545 Spe
ENGINEERING DRAWING(mm) C51H-330MS/I-V CURVES
Rear View Frame Crolss Section A-A A A
16,0_ 12 ____ _ _____ __ _ - _ 12
11
35
J
135 - --- - - „ - -
_ 10 -------------------------- _ - 10 _-----_------ -- -
9 ..___ .__ _ ._ .. __. 9
_.___. _--- 8-
M1{eu nail l;ol:,
___ _____________
4 _ .__ 4-
Mounting Hole
2 __ _ .. 2 .. ____.______ ________
0 V 0 V
5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50
runs I
---- --I-- 1000 W/m° 5°C 1!
6 Gr��ra rg web a! •A
800 W/w 25°C■
600 W/m' 45°C 7
----9Q4_-----"- 400 W/W 65°C
992
` - - ■ 200 W/m'
ELECTRICAL DATA STC* MECHANICAL DATA
CS1H 320MS 325MS 330MS 335MS 340MS Specification Data
Nominal Max.Power(Pmax) 320 W 325 W 1330 W 335 W 340 W Cell Type Mono-crystalline
Opt.Operating Voltage(Vmp) 36.2 V 36.6 V 137.O V 37.4 V 37.8 V Dimensions 1700 x 992 x35 mm
Opt.Operating Current(Imp) 8.85 A 8.88 A ,8.92 A 8.96 A 9.00 A (66.9 x39.1 x 1.38 in)
Open Circuit Voltage(Voc) 44.0 V 44.1 V A4.2 V 44.3 V 44.5 V Weight 19.2 kg(42.3 Ibs)
Short Circuit Current(Isc) 9.41 A 9.45 A ;9.49 A 9.53 A 9.57 A Front Cover 3.2 mm tempered glass
Module Efficiency 18.98% 19.270/. 119.57%19.86% 20.16% Frame Anodized aluminium alloy
Operating Temperature -40°C-+85*C J-Box IP68,3 bypass diodes
Max.System Voltage 1 OOOV(IEC/UL) Cable 4.0 mm2(IEC),12 AWG(UL)
TYPE 1(UL 1703)or Cable Length 1350 mm(53.1 in)
Module Fire Performance 1 (Including Connector)
CLASS C(IEC 61730) Connector T4 series or H4 UTX or MC4-EV02
Max.Series Fuse Rating 15 A
Per Pallet 30 pieces
Application Classification Class A Per Container(40'HQ) 780 pieces
Power Tolerance 0-+5 W
*Under Standard Test Conditions(STC)of irradiance of 10oo W/m',spectrum AM 1.5 and cell
temperature of 25°C.
ELECTRICAL DATA I NMOT* TEMPERATURE CHARACTERISTICS
CS1H 320MS 325MS ,330MS 335MS 340MS Specification Data
Nominal Max.Power(Pmax) 236 W 240 W 1243 W 247 W 251 W Temperature Coefficient(Pmax) -0.37%/°C
Opt.Operating Voltage(Vmp) 33.4 V 33.7 V 134.1 V 34.5 V 34.8 V Temperature Coefficient(Voc) -0.29%/°C
Opt.Operating Current(Imp) 7.07 A 7.11 A 17.14 A 7.17 A 7.20 A Temperature Coefficient(Isc) 0.05%/°C
Open Circuit Voltage(Voc) 41.0 V 41.1 V 141.2 V 41.3 V 41.5 V Nominal Module Operating Temperature 44±3*C
Short Circuit Current(Isc) 7.60 A 7.63 A I7.66 A 7.70 A 7.73 A
*Under Nominal Module Operating Temperature(NMOT),irradiance of 800 W/w.spectrum AM
1.5,ambient temperature 20°C,wind speed 1 m/s.
PARTNER SECTION
...........................................................................................................
I
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.Canadian Solar Inc.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 read the safety and installation
instructions before using our PV modules. i E
...........................................................................................................
.....................................................................................:..........................................................................................................................................................
CANADIAN SOLAR INC.
545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,wvvw.canadiansolar.com,support@canadiansolar.com
December 2019.All rights reserved,PV Module Product Datasheet V5.583 EN
g
Sin • le Phase- Inverter •
• C
with HD-Wave Technology m
for North America T1
SE3000H-US / SE380OH-US / SE5000H.-US / SE6000H-US /
SE760OH-US / SE10000H-US / SEI140OH-US
12-25 m
solar. YEAR
ti,r� wove
LA
® solar==i vLIL wove
I
C
- •••• 6969
' O O 14% - 4S
Optimized installation with HD-Wave technology
/ Specifically designed to work with 0 Extremely small
power optimizers
/ Record-breaking efficiency / Built-in module-level monitoring
/ Fixed voltage inverter for longer strings / Outdoor and indoor installation
/ Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data,ANSI C12.20
NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5%accuracy)
UL1741 SA certified,for CPUC Rule 21 grid
compliance
solaredge.com solar=@9
/ Single Phase Inverter
With HD-Wave TechnOl®gY for North America
l
SE3000H-US / SE3800H-USI/ SE5000H-US / SE6000H-US/
SE7600H-US / SE10000H-US / SE1140OH-US
OUTPUT
Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208,V 5000 @ 208V 10000 @ 208V
Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
AC Output Voltage Min.-Nom.-Max.
(211-240-264) ✓ ✓ ✓ ✓ I ✓ ✓ ✓ Vac
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ! ✓ Vac
(183-208-229)
AC Frequency(Nominal) 59.3-60-60.50' Hz
Maximum Continuous Output 12.5 16 21 2S 32 42 47.5 PA
Current @240V
Maximum Continuous Output _ 16 24 - - 48.5
Current @208V
GFDI Threshold 1 A
Utility Monitoring,Islanding Protection,
Country Configurable Thresholds Yes
INPUT
Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W
Maximum DC Power @208V - 5100 I 7750 i 15500 W
Transformer-less,Ungrounded j Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current @240V'2' 8.5 10.5 13.S 16.5 20 27 30.5 Adc
Maximum Input Current @208VI21 - 9 13.5 I 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 60042 Sensitivity
Maximum Inverter Efficiency 99 99.2 I %
CEC Weighted Efficiency j 99 99 @ 240V I %
98.5 @ 208V
Nighttime Power Consumption <2.5 I W
ADDITIONAL FEATURES !
I
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
l
Revenue Grade Data,ANSI C12.20 Optional"'
Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect
2017 690.12
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 j
Grid Connection Standards j IEEE1547,Rule 21,Rule 14(HI)
Emissions FCC Part 15 Class 8
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG I"Maximum/14-4 AWG
DC Input Conduit Size/ of Strings/ 1"Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strings/14-6 AWG
AWG Range
Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 213 x 14.6 x 7 3/540 x 370 x 185 in/
(HxWxD) mm
Weight with Safety Switch 22110 25.1/11.4 i 26.2/11.9 38.8/17.6 lb/kg
Noise <25 <50 dBA
Cooling Natural Convection
i
Operating Temperature Range -13 to+140/-25 to+60t"(-407/-40°C Option)"' `F/-C
Protection Rating ! NEMA 4X(Inverter with Safety Switch)
'For other regional settings please contact SolarEdge support
A higher current source may be used;the inverter will limit its input current to the values stated
Revenue grade inverter P/N:SExxxxH-US000NNC2
"For power de-rating information refer to:https://mm..sclafedge com/sites/defaulVfiles/se-temperature-deraung-note-na pdf
"-40 version P/N SExxxxH-US000NN1J4
:0 SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All ®�
other trademarks mentioned herein are trademarks of their respective owners.Date:032019N01/ENG NAM.Subject to change without notice.