HomeMy WebLinkAbout20-873 a
s
., City of Zephyrhilis .. PERMIT NUMBER '
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-000877-2020
Phone: (813)780-0020 Issue Date: 1q 0/vl 2020
t, f Fax: (813)780 0021
Permit Type: Electric Service Replacement/Misc
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04 26 21 0070 00100 0360 36005 Stable Wilk Ave
Permiorn otacor Infrtatin
Name: CHRISTI&JOHN SCOTT Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF
Class of Work:Add/Alter Residential LLC
Address: 36005 Stable Wilk Ave Building Valuation:$3,718.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$14,872.00 lie
Phone: (469)644-5804 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$18,590.00
Total Fees:$171.54
Amount Paid:$171.54 1�i9
Date Paid:10/20/2020 10:59:42AM
;PrMCI.D.�es,...-�cription
INSTALLATION PV SOLAR ROOF MOUNT
Electrical Plan Review Fee $57.18 Electrical Permit Fee $114.36
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.
CONTRACTOR SIG 7URE 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-813-78MO21
Building Department
L 99
Date Recolved Ir,0 n ljrl-b I 3S-q 003`4 J I Phone Contact for Permiltina
Ownses Name J?TS]r-T Nr(A C e SU FT Own Phone Number (q(0,
Owner's Add.. VoN)T' &TARL�, W—J—LV% AV It Owner Number P
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS F3000E ST-Pr3lf-E yVLU< Mr. LOT#
SUBOPASION F- PARCELID91.
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CON57R ADD/ALT = SIGN = Q DEMOLISH
R INSTALL R REPAIR
PROPOSED USE = SFR 0 COMM OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK VNC-181 IA'rWM OF A RMER00WE-h PV SOLAP PA
BUILDING SIZE I I SCI FOOTAGE . . . HEIGHT J BUILDING $ WZ . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .. . .Z VALUATION OF TOTAL CONSTRUCTION
DAELECTRICAL $iM 2 -il]l AMP SERVICE PROGRESS ENERGY = W.R.E.C.i
=PLUMBING is :1 # (9
r7MECHANICAL —1 VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER V
FINISHED FLOOR ELEVATIONS —1 FLOOD ZONE AREA =YES NO
gill ! ! — . . . . . .. .. . . . . . . . . . . . . .
BUILDER compAi4y
SIGNATURE REGISTERED YIN I FEE CURREN I ILY IN
Address A v 6.. License#IF-61,360ii-7
woo
ELECTRICIAN COMPANY SOWR �CVCUACN
SIGNATURE REGISTERED I Y/ N I FEE CURREN I erIN
TnH Wl
Address f 1,��wo w.4 AArmn P Nt r. License#I P-0366 01 LJ
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/N I FEECURREN L11N_J
Address I License 9
MECHANICAL COMPANY =
SIGNATURE REGISTERED I Y/ N FEECURREU% LILN J
Address License#
OTHER COMPANY =
SIGNATURE REGISTERED YIN I FEECURREr, LILN J
Address F- -7 License#F— --I
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&I dumpster,Site Work Permit for subdivislonsilarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&I 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 consbuction.
&. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Directions:'tic,na.
frectio Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC 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)
Rerooft if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs 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 CONTZACTORd 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 far 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 regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"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 IM VEM TS U PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER R N A B ONEIFECOROING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.V
OWNER OR AGEN CONTRACTOR
ifS d sw rm e re is) Subscribed and b om to(or affirmed)before me this
b
o dare perso to me or haslhave produced Who is/are personally(mown to me or haslhave produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,Pfilted or stamped Name of Notary typed,printed or stamped
vsr Notary Pubhe State of Florida
:P James Quillen
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INSTR#2020171122OR13KI0195 PG2439 Page 1 of
10/13/2020 10:20 AM Rrpt:2214615 Rec:10.00 DS:0.00 M 0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
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NOTICE OF COMMENCEMENT
Scale of Florida county of, Pasco
THE UNDERSIGNED hereby gives notim ff=improvement WO be etude to certain real property,and In accordance with Chaptar 71A Flo ids Statubms,
the ftft#ag Informetion Is provided in this Notice of Commencement
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7. Parean within the State of Florida designated by the owner upon vAxmn nobeft or other documents may be served as provided by
Section Flaft Statutes:
Name
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Telephone Number of Designated Person:
a. In addition to himself,the owner desIgnatas
to raceme a copy of thoLanor's Notice as pmvldad In Section 713.13(1)(b),Flodda
Telaphons Number at Person or Entity,Designalvd by Ovmer.
9. Expiration date of Notice of Commencement pe expiration date may not be bob the completion,k and -'tt)th
EM contrector,out will be ale year fpqrn the of recording unless a different date
N ;':W PAYM ......— tionCEQP,'COMMENCEN
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STATE OF FLORIDA
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COUNTY OF PASCO iQ
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DocuSign Envelope ID:04ABE31B-282A-4C4C-8840-FC4EE5C83747
vivin
,I !f 1800 I N Ashton Blvd.
Structural Group Lehi, UT 84043
J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE- Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com
September 30, 2020
Re: Structural,Engineering Services
Scott Structure
36005 Stable Wilk Ave, Zephyrhills, FL
S-6458861; 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.
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.)
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 11/" thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
Page 1 of 2
S
DocuSign Envelope ID:04ABE31B-282A-4C4C-8840-FC4EE5C83747
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 48 48 48
Cantilever in 16 16 16 12 12 12
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.
\\�N\\IIIIIIII/////
Regards, ��� ��
J. Matthew Walsh, PE Nc+ 84�p ( �.
FL License No. 84923 — * ,
EDocuSigned by: STATE OF
�...n`.Li, • `
7AEEB20514FE4D2... �/ �,tORtOP''�j�
Matthew Walsh �/S®NII AI 10���\`\
September 30,2020 19:44 AM MDT 09/30/2020
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.
Page 2 of 2 ,Y,i' Li�,� -3s a r
DocuSign Envelope ID:04ABE31B-282A-4C4C-8B40-FC4EE5C83747
VFV'r
180Q`�i!Ashton Blvd.wit 8 solar . Lehi, UT 84043
Structural Group
J. Matthew Walsh, PE ffirk M. Nelson, SE Samuel Brown,PE- Civil
Director of Engineering Structural Engineering Structure!Engineering
james.walsh§vivintsolarxom kirltnelson0vivintsolarcom sam.brownP_vivinrsolar com
Structural Design Criteria
Project Address Date: September 30,2020
Scott Residence
36005 Stable Wilk Ave
Zephyrhills,FL
5-6458861 ��\\ .`'(VIEW k: /
Residence `�����.��C E N SF•4���i�i
Risk Category II $
Roof Area 2751 sf 4 IV Upper
Upper Floor Area 0 sf = a' a —
Number of Stories 1 STATE OF
Mean Roof height 15 ft
Upper Floor height 0 ft ORIV •'G� \�
Location Parameters // 10NAL
Latitude 28.251667
Longitude -82.221111
Site Class D(Default)
Risk Category II
Existing Gravity Parameters
Roof Dead Load
5 psf Composite Shingle
2 psf 3/4"Plywood Sheathing
2 psf Roof Framing @ 24 in.o.c.
3 psf Ceiling,Mechanical,Electrical
2 psf Miscellaneous
15 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
SI = 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
SDI = 0.054 g 1 Second Period Design Spectral Acceleration
Page 1 of 4
DocuSign Envelope ID:04ABE31B-282A-4C4C-8B40-FC4EE5C83747
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 24.0 deg
Product Information
No.of Panels 26
Weight 3.00 psf including mounting system
Installed Area 472.0 g2
No.of Connectors 34
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
DocAign Envelope ID:04ABE318-282A-4C4C-8640-FC4EE5C83747
1 r. u°�" 1800 W Ashton Blvd.
1 °! ' `� s o ll �°'"' Lehi, UT 840V3-
Structural Group
J.Mafthew Walsh, PE IGrk M. Nelson, SE Samuel Brown, PE- Civil
Mector of Engineering -Structural Engineering Structural Engineering
james.walst)@vivintsolar.com kiricnelson@vivintsolar.com sam.brown(d)vMnrsolancom
Mount Spacing Calculation
ASCE 7-10 Simplified Procedure for Components and Cladding
NDS Section 12
Site�Specifi„c.Pa�ameter�s
ICC Code Cycle 2015
Wind speed (V) 145 mph
Exposure Category D
Roof Slope (8) 24.0 deg
Effective Wind Area 20 sf
Least Horizontal Dimension 0.00 ft
Adjustment Factor 1.47
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) 0.77 ASCE 7-10 Fig. 7-2b
Panel Snow Load 0 psf PfCS
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 46 psf 72 psf 131 psf A*Kzt*Pnet30
Fastener Capacity Calculation.
Fastener Type 5/16 Yield E uations NDS Table 12.3.1A
Diameter 5/16 in I_m 653 Ibs
Fasteners 1 1_s 1232lbs
Embedment(Dpen) 2 1/2 in II 362 Ibs
Load Duration (Cd) 1.6 III m 375 Ibs
Pullout per Inch (W) 235 lb/in III_s 392 Ibs
IV 338 Ibs
Uplift Capacity 939 Ibs . DpenCdW
Shear Capacity 338 Ibs Based on equations from NDS 12.3.1A
o �
Page 3 of 4
DocuSign Envelope ID:04ABE31B-282A-4C4C-8B40-FC4EE5C83747
0 13 1
qta C j'1 Z , r 1300 Ashton Blvd.
`� "" '' �,� , VI
$ Lehi, UT 8AO 3
Structural Group
I Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown,PE- Civil
Director of Engineefing Structural Engineering Stludufel Engineering
_iames.waish@vp,tintsolar.com kintnelson a@vivinrsolar com sam-brown@_vhdntsolar.com
Mou�,altt _cing�Calculation
�,.
Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing)
RL-U SpeedSeal 443 Ibs 238 Ibs 1
Fastener Capacity j 939 Ibs 1 338 Ibs
Controlling Capacity 443 Ibs 238 Ibs
Portrait Zone 1 Zone 2 Zone 3
Uplift 37 in 35 in 37 in
Shear 420 in 632 in 1264 in Capacity
Manufacturer or AHJ 48 in 48 in 48 in L*SIN(6)*D
Controlling Spacing 37 in 35 in 37 in
Landscape Zone 1 Zone 2 Zone 3 Capacity
Uplift 63 in 59 in 64 in L*0.6(D-W)
Shear 720 in 1083 in 2166 in Capacity
Manufacturer or AHJ 48 in 48 in 48 in L*SIN(A)*D
Controlling Spacing 48 in 48 in 48 in
Wind Uplifit on Each Fastener,
Tributary Area (Atrib) Zone 1 Zone 2 Zone 3 Mount Spacing *Vertical Spacing
Portrait 17 sf 11 sf 6 sf
Landscape 13 sf 9 sf 4 sf
Demand in Uplift Atdb*0.6(Pd-W)
Portrait 4431bs 443lbs 443lbs
Landscape 3381bs 359lbs 3331bs
Capacity in Uplift 443 Ibs 443 Ibs 443lbs Max Utilization=1.00
Demand in Shear Atdb*SIN(A)*D
Portrait 21lbs 131bs 7lbs
Landscape 161bs 11 Ibs 5lbs
Capacity in Shear 238 Ibs 238 Ibs 238 Ibs Max Utilization=0.09
c3 0
_
Page 4 of 4 � ' �I�,-7,1 s�k� 4 ' �
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HiDM-Black
ALL-BLACK High density MONO PERC module
320 W — 340 W
CS1 H-320 1 325 1 330 1 335 1 34OMS
MORE POWER
UP TO Maximize the light absorption area,
2o.16�io module efficiency up to 20.16%
Low temperature coefficient(Pmax): 115
enhanced product warranty on materials
�iia 0.37%/°C yedn f` and workmanship*
+ Better shading tolerance 5 25 linear power output warranty*
years�s
*According to the applicable Canadian Solar Limited Warranty Statement.
MORERELIABLE .....................................................................................................................
MANAGEMENT SYSTEM CERTIFICATES*
Lower internal current, ISO 9001:2015/Quality management system
lower hot spot temperature ISO 14001:2015/Standards for environmental management system
-
OHSAS 18001:2007/International standards for occupational health&safety
Cell crack risk limited in small region, PRODUCT CERTIFICATES*
enhance the module reliability IEC 61215/IEC 61730:VDE/CE/MCS
UL 1703/IEC 61215 performance:CEC listed(US)/FSEC(US Florida)
* Heavy snow load up to 5400 Pa, UL 1703:CSA/IEC 61701 ED2:VDE/IEC 62716:VDE
!� wind load up to 2400 Pa* Take-e-way
'� Fd''CERT
o�E cIA_Us C E fie) -?
As there are different certification requirements in different markets,please contactyour
local Canadian Solar sales representative for the specific certificates applicable to the
products in the region in which the products are to be used.
..............................................................................................................
......_
CANADIAN SOLAR INC.is committed to providing high
quality solar products,solar system solutions and services to
customers around the world.No.1 module supplier for quality
and performance/price ratio in IHS Module Customer Insight
Survey.As a leading PV project developer and manufacturer
of solar modules with over 38 GW deployed around the world
*For detail Information,please refer to Installation Manual. since 2001.
.........................................................................................................................................................................................................................................
CANADIAN SOLAR INC.
545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,www.canadiansolar.com,support@canadiansolar.com
, .
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ENGINEERING DRAWING(nn) om*-3soMs/I-xCURVES
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ELECTRICAL DATA|STz° MECHANICAL DATA
cs1* aaoms szsMs ssoms 335ms 340ms Specification Data
Nominal M p cUMono-crystalline
Opt.Operating Voltage Dimensions 1700«992»35mm
Operating
Open Circuit vu| 44.0 V 44.1 V 44.2 V 44.3 V 44.5 V Weight 192x |b
Short Circuit c Front Cover szmmtempered glass
Module Efficiency 1898% 1927% 1957%1986% 2016% name Anodized aluminium alloy
Operating Temperature 40^c +us^c
Cable 4.0 MM2
TYPE 1mL 1703'or Cable Length 1asomm(5s1in)
�mn Module Fire perana (Including
cu�sc
Max.Series Fuse Rating 15A Connector T4 series urH4urxu,Mo4-svoz
Per Pallet 30 pieces
Application Classification Class A Per Container
puweT»/aance o-~sw
*Under Standard Test Conditions(STC)of irradianceof 100OW/m�.spectrumAM 1.5 and cell
temperature of 25-C.
ELECTRICAL DATA| mMor° TEMPERATURE CHARACTERISTICS
cm* yzoms szsMs ssowsassMs s^oms Specification Data
Nominal M p Temperature Coefficient
Opt.Operating Voltage Temperature Coefficient
Opt.Operating c Temperature Coefficient
Open CircuitVoltage Nominal Module Operating Temperature 44±3^c
Short Circuit c I
*under Nominal Module Operating Temperature(NMOT).Irradiance of 800 W/m4spectrum AM
1.5,ambient temperature 201C,wind speed 1 m1s.
PARTNER SECTION
-----------------------------------
n=specifications and key features contained in this clatasheet may deviate slightly from our actual
products due to the on-going innovation and product enhancement.Canadian Solar Inc.___s
the right to make necessary adjustment to the information described herein at any time without
further
Please be � o� ��
people who^ "*skills and please carem�"°u�"�*v=^��*m°" � �
m�.�"=*mu==m =^�m"��. i........................................................................................................
CANADIAN SOLAR INC.
545 Spedva|eAvenue West,Guelph,Ontario wIx1e�Canada, mpport@canauiansolaccom
S.i-ngle Phase Inverter Z
• TechnologyC
with HD-Wave m
for North America
SE3000H—US / SE'38OOH—US / SE5000H.—US / SE6000H—US /
SE7600H—US SE10000H—US S.E1 1400HUS2-2
.- m
YEAR
Solar.
j® salarZ W ,•..H _o
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AD-1
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Optimized installation with HD-Wave technology
Specifically designed to work with / 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=se
® Single Phase Inverter
with HD-Wave Technology for North America
SE3000H-US / SE380OH-US / SE5000H-U.S / SE6000H-US/
SE760OH-US / SE10000H-US / SE1140OH-US
SE300OH-US811 111 .111 .11 1111 40O
OUTPUT
Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 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. ✓ ✓ ✓ ✓ ✓ ✓ I ✓ Vac
(211-240-264)
AC Output Voltage Min.-Nom.Max. ✓ ✓ ✓ Vac
(183-208-229)
AC Frequency(Nominal) 59.3-60-60.5D7 Hz
Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A
Current @240V
Maximum Continuous Output - 16 - 24 48.5 A
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 I W
Maximum DC Power @208V - 5100 7750 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 I Vdc
Maximum Input Current @240VIn 8.5 10.5 13.5 1 16.5 20 1 27 30.5 Adc
Maximum Input Current @208V12' - 9 13.5 27 I Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600ko Sensitivity
Maximum Inverter Efficiency 99 99.2 %
CEC Weigf ted Efficiency 99 99 @ 240V %
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 Optionall3l
Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL16998,CSA C22.2,Canadian AFCI according to T.I.L.M-07
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range V Maximum/14-6 AWG 1"Maximum/14-A AWG
DC Input Conduit Size/ of Strings/AWG Range 1"Maximum/1-2 strings/14-6 AWG I"Maximum/1-3 strings/14-6 AWG
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 n/
(HxWxD) mm
Weight with Safety Switch 22/10 25.1/11.4 26.2/11.9 38.8/17.6 lb/kg
Noise <25 <50 dBA
Cooling Natural Convection
Operating Temperature Range 13 to 1-I40/-25 to+500)(-40'F/-40"C option)t" "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.SExz H-USOOONNC2
-'For power de-rating information refer to:https://%w .sotaredge.com/sites/defauiUfiles!se-temperature-derating-note-na pot
-40 version P/N SExxxxH-US000NNU4
a 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.03/2019N01/ENG NAM.Subject to change w ®Hithout notice S