HomeMy WebLinkAbout21-1358 m .
City', Of Zephyrhilis PERMIT NUMBER
- '- 5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001358-2021
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 02/08/2021
ti•
•
Permit Type: Electric Service Replacement/Misc
Property Number Street Address
04 26 21 0070 06100 0230 36161 Stable Wilk Avenue
Owner Information Permit Information Contractor Information
Name: LOUISE&JEANINE GUINTA Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF
Class of Work:Add/Alter Residential LLC
Address: 36161 Stable Wilk Ave Building Valuation:$4,719.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$18,876.00
Phone: (631)478-1116 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$23,595.00 �C
Total Fees:$201.57 I U
Amount Paid:$201.57
Date Paid:2/8/2021 1:05:26PM
Project Description
INSTALLATION ROOF MOUNT PV SOLAR SYSTEM
Application Fees
Electrical Permit Fee $134.38 Electrical Plan Review Fee $67.19
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.
- w4
CONTRACTORS NATURE PE IT OFFICE
PERMIT EXPI ES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL!FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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 flor the
intended work,they are advised to contact the Pasco County Building Inspection Division--Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he Is advised to have the contractor(s) sign
portions of the'contractor Block'of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County. ,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use In existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a'certificate of occupancy*or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that 1, the applicant, have been provided with a copy of the 'Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the'owner"prior to commencement
CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work Will:be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Sayheads,Weiland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment
Southwest Florida Water Management District-Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses.
Arrny Corps of Engineers-Seawalls,Docks,Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement
Federal Aviation Authority-RunWays.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone-V*unless expressly permitted.
- If the fill material is to be used in Flood Zone "A7, 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,)certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in arty 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
penrlit 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 dme 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 Subscrlbeda-hd'sw-am*td(or affirmed),belrore:rr*this-
_by
Who Istare personally known to me or hasthave produced Wholstard- rs--' pwn tome rharthppproduced
as Identification. as'ldbrifification.
Notary Public
Commission No. n No. nor,
..Og I �
Name of Notary typed,printed or stamped Name of Nota"ped, gtif December i 6*3W70`19
-troy Fillft
City of Zephyrhilis Permit Application Fa:81348"021
Building Department
Oats Received 167 13 ) �Scl - 0Co3 ',4
Phone Contact for Parmita I Boom III
Owners Nam Owner
16 Number 3 1)14
Owners Address 13(0 11 of Sil-A Q 117- 'W T W A V F- Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS SEALE WE(-V- 14 V r - Lor(P
SUBOMSION [, 17LUE9010 UNCia PARCEL[041 OL4-2tV-21 - ftjo ot)11)6 -O-Z,16
(OBTAINED FROM PROPERTY TAX NOTICE) -
WORK PROPOSED NEW 'ADDIALT r-V� SIGN r7 M DEMOLISH
R (X)
INSTALL REPAIR
PROPOSED USE Q SFR 0 COMM Q OTHER I
TYPE OF CONSTRUCTION Q BLOCK Q .FRAME STEEL
OESCRIPTION OF WORK 1�hJSMJAUQW OP PV qQLAR PANML�SIS124 (ROOPHOUNITb�
BUILDING SEE I SO FOOTAGE HEIGHT
�BUi. . . . . . . . . . . . . . . .. . . . . . . ... . . .. . .. . ... .. . .. . . .. . . .. . . . . . .
L13ING jSg,-(jCj-C�fl VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1519 vtv 7_ AMP SEMICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING Is :1 yK- �b (0 00(2 W'/
=MECHANICAL is VALUATION OF MECHANICAL INSTALLATION 4?
=GAS ROOFING F-1 SPECIALTY= OTHER
YES NO=FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 0 1
- - - - --- -- - - - - - --- - - --
BUILDER COMPANY
SIGNATURE REGISTERED I YIN I FSECURRILN L_XLN J
Address 5100 W-HANNA AVE.7-AWM I License#Fr—o 3 On to I L4
ELECTRICIAN COMPANY NUFNIT &600 �r-Vr-( QPCA
SIGNATURE REGISTERED I Y/N I FEE CURREN I-Y/N I
Adds. 14,61VAIn AVE, 0HP0 License#I G-C NOV fn 7
PLUMBER COMPANY =
SIGNATURE F REGISTERED I Y/N I FEE CuffkEN L_LLN J
Add. I license#
MECHANICAL COMPANY =
SIGNATURE REGISTERED I Y/N I FFECURREN LYLN_j
Address License
OTHER COMPANY =
SIGNATURE REGISTERED I YIN I FESCURREN LILN_j
Add. 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,
Sarritary,Facilities&I dumpster,Site Work Permit fbrsubdivisionsnarge 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,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&I dumpster.Site Work Pemilt 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.
16 III=.
Fig out application completely.
Owner&Contractor sign back of application,notarized
If over=500,a Notice of Commencement is required. (AIC upgrades over ST500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authaftng same
OVER THE COUNTER PERMITTING (copy of contract required)
Reraofa if shingles Beware ' Service Upgrades AID Fences(Plot/Survey/Footage)
Ofiveways-Not over Counter if on public roadways..needs ROW
INSTR#2021008728 OR BK 1 0258 PG 890 Page 1 of 1
01/14/2021 10:23 AM Rcpt:2249037 Rec:10.00 IDS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel lD No [� -2�0•'I• n7 •f7��f7 0 ' Z V
NOTICE OF COMMENCEMENT
state of Florida County of Pasco
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, ,
the following information is provided in this Notice of Commencement:
1. Description of Property., Parcel Identification No.
Street Address: p v 6 lb I V 1�/r I K Ay .
2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system
3. Owner Information or Lessee information if the Lessee contracted for the improvement:
LoLA5 G-uIf)TC-A,-
�C.161 "atcLblg w1 1k Av"-' ze IS ��-
Address City State
Interest In Property:
Name of Fee Simple Titleholder:
(If different from Owner listed above) 1
4. codntraacctor. Vvint Solar Developer,LLC city slate
Name
5100 W Hanna Ave Tama FL-33634
Address City state
ContraGnts Telephone No.: (813)359-1228
S. Surety.
Name
Address City State
Amount of Bond:S Telephone No.:
6, Lander,
Name
Address City State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address City state
Telephone Number of Designated Person:
6. In addition to himself,the owner designates of
to receive a copy of the Lances Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the compled c s r a -1 1'—a JpJfh
contractor,but will be one year from the date of recording unless a different date is specified): G (�
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EX ON TI OF C GIMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1 CTION ,•FLORI STATUTES.,AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PR RTY. A E OF ENCEMENT�•INUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSIDE ON. IF YO T D TO B N FINANCING,CONSULT
WITH YOUR LENDER ORAN ATTORNEY BEFORE COMMENCING WO R RECORD Y FIN C F COMMENCNM
Under penalty of perjury.I declare that I have read the foregoing notice a enceme d at the ad therein are we the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Sig turgdTOWeror r or L uthorized
0 edDirect6r rtne na r
ignato a TelefOHl
S
The foregoing inswmerd'was acknowledged ore me the y of I i, by Loc () k
as dW t (type of authority,e.g.,officer,trustee,attorney in fact)for
n Old b (n a of pa o IbeIhalf of whom in moment exec ).
Personally Known Q Off Produced Identification Notary Signature
Type of Identification Produced �_ Name(Print)'
Wow)
00 Notary Public state a1 Ftoride
Anthony Barborte I
MY CWVMS1iiorl GG%3833
Expbee=01=4
wpdatalbrs/naUcecommancementyc053U48
STATE OF FLORIDA,COUNTY OF!PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
-11a
w TN SS MY HAND A FFICIAL SEAL T61S a C.,
!Wr
DAY OF 2
NIKKI ALVAREZ-S OWLES,CLERK&COMPTROLLER .fir rzy
ds
BY
DEPUTY CL RK
DocuSign Epvelope ID:AEBC57C5-F674-47BB-9B17-2C5A67CF630E .
m 1800.W Ashton Blvd,
v'vint.Solar 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
December 30, 2020.
Revised January 13, 2021
Re: Structural Engineering Services
Guinta Structure
36161 Stable Wilk Ave, Zephyrhills,-FL
S-6543383; CAD Version:4; 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 toour 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 138 mph (based on Exposure Category B-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).
vivint.Solar°
Page 1 of A SUf11run COMPANY
D9cuSign Envelope ID:AEBC57C5-F674-47BB-9B17-2C5A67CF630E
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.
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.
• SNR RL-U SpeedSeal Track: (1) 5/16" lag screw. Pullout capacity based on National Design
Specifications(NDS)of timber construction specifications for Southern Pine is 307 Ibs/inch penetration. .
4. Fasteners are installed to meet industry standards and this document satisfies. requirements in 2020 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 7-16. These spacing-requirements apply to all mount types indicated
above. The following values have been verified by in-house7testing 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
Max Horizontal Spacing in 48 48
Cantilever in 16 16
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 2020 Florida .
Building Code- Residential 7th 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.
DocuSi9ned by:
Regards, tM p I�AI,SLt, . \ ��HE _�� Q`
6FE768690393401...
J. Matthew Walsh, PE �'.• •,'y
FL License No.84923 Matt Walsh * Nc+ 84� ,, y
January 13,2021 1 4:35 PM MST 'pt'' STATE OF ''W Z
This item has been electronically /i,'�F •.jQCpRtaP,•G�?\��
signed and seal ed.by Matt Walsh /��s`S�ONAL
using a Digital Signature and date.
Printed copies of this document are
not considered signed and sealed 01/13/2021
and the signature must be verified on
any electronic copies.
vivint.Solar
Page 2of2 A sunrun COMPANY
DocuSign Envelope ID:AEBC57C5-F674-47BB-9B17-2C5A67CF630E
Structural Design Criteria
Project Address Date: January 13,2021
Guinta Residence
36161 Stable Wilk Ave
Zephyrhills,FL
S-6543383 \\ HE W
Residence .q<�
Risk Category II �• , . S
Roof Area 2903 sf * N,o/849
Upper Floor Area 0 sf Qe,.W af�f L*✓G
Number of Stories 1 �� STATE OF
Mean Roof height 15 ft ���0", F G�
Upper Floor height Oft �j t�`�'•.CORIOP-'
Location Parameters � AL
Latitude
Latitude 28.251286 /Nininhl\��\\
Longitude -82.21945 DocuSigned by:
Site Class D(Default) E
I'1�5�8690393401Risk Category II �il W
6FE76 ..
Existing Gravity Parameters Matt Walsh
Roof Dead Load
5 psf Composite Shingle January 13,2021 1 4:35 PM MST
2 psf 3/4"Plywood Sheathing This item has been electronically signed and sealed by
2 psf Roof Framing @ 24 in.o.c. Matt Walsh using a Digital Signature and date.Printed
3 psf Ceiling,Mechanical,Electrical copies of this document are not considered signed and
2 psf Miscellaneous sealed and the signature must be verified on any
15 psf TOTAL electronic copies.
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 0.7 Roof Slope Factor(ASCE 7-16 Fig.7-2b)
Roof Snow Load 0 psf ASCE 7-16 Eq.7.4-1
Seismic Parameters
SS= 0.058 g 0.2 sec Spectral Response Acceleration
SI = 0.032 g 1.0 sec Spectral Response Acceleration
Fa= 1.600 g Site Coefficient from ASCE 7-16,Table 11.4-1,
Fv= 2.400 Site Coefficient from ASCE 7-16,Table I L4-2
SDS = 0.062 g Short Period Design Spectral Acceleration
SDI = 0.051 g 1 Second Period Design Spectral Acceleration
Page 1 of 4
DpcuSign Envelope ID:AEBC57C5-F674-47BB-gB17-2C5A67CF630E
Wind Parameters
Wind Speed 138 mph
Exposure Category B
Roof Angle, 0 26.0 deg
Product Information
No.of Panels 33
Weight 3.00 psf including mounting system
Installed Area 599.0 ft2
No.of Connectors 43
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%
Per 2020 FBC 1607.12.5.1,live load is not applied where solar panels are present. As such,loading of the
trusses is reduced with addition of PV.
2020 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."
2018 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."
Page 2 of 4
DocuSign Envelope ID:AEBC57C5-F674-47BB-9B17-2C5A67CF630E
Mount Spacing Calculation
ASCE 7-16 29.4.4 Rooftop Solar Panels
NDS Section 12
ICC Code Cycle 2018
Wind speed (V) 138 mph
Exposure Category B yE Mid 1
Roof Slope (0) 26.0 deg yE Edge 1.5
Effective Wind Area 20 sf VA 0.75
Least Horizontal Dimension 30.00 ft Kz 0:4
Adjustment Factor (I�) 1 Kd 0.85
Topographic (Kt) 1 Ke 1
Panel Dead Load (Pd) 3 psf qh 16.5759 0.00256KZKtKdKeVL
Ground Snow Load 0 psf
Flat Roof Snow Load (pf) 0 psf ASCE 7-16 Eq. 7.3-1
Slope Factor (CS) 0.73 ASCE 7-16 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
Roof Type Interior Ede Comer
Gcp 1.4 2.0 2.3 Maximum Value from ASCE 7-16 Fig. 30.3-1
Uplift Pressure W 18 psf 38 psf 42psf_ qh*Gcp*yE*yA
Fastener Type 5/16 Yield Equations NDS Table 12.3.1A
Diameter 5/16 in I m 649 Ibs
Fasteners 1 1 s 1225lbs
Embedment (Dpen) 2 1/2 in II 360 Ibs
Load Duration (Cd) 1.6 III m 373 Ibs
Pullout per Inch (W) 307 lb/in III s 390 Ibs
IV 337 Ibs
Uplift Capacity 1227 Ibs DpenCdW
Shear Capacity 337 Ibs Based on equations from NDS 12.3.1A
Page 3 of 4
DAcuSign Envelope ID:AEBC57C5-F674-47BB-9B17-2C5A67CF630E'
Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing)
SNR RL-U S eedSeal Track 443 Ibs 238 Ibs 1
Fastener Capacity 1227 Ibs 337 Ibs
Controlling Capacity 443 Ibs 238 Ibs .
Portrait Zone 1 Zone 2 Zone 3
Uplift 107 in 68 in 122 in
Shear 390 in 586 in 1113 in Capacity
Manufacturer or AHJ 48 in 48 in 48 in L*SIN(6)*D
Controlling Spacing 1 48 in 1 48 in 1. 48 in
Landscape Zone 1 Zone 2 Zone 3 Capacity
Uplift 184 in 117 in 208 in L*0.6(D-W)
Shear 668 in 1005 in 2010 in - Capacity
Manufacturer or AHJ 48 in 48 in 48 in L*SIN(6)*D
Controlling Spacing 48 in I 48 in 1 48 in
Tributary Area (Atrib) Zone 1 Zone 2 . Zone 3 Mount Spacing *Vertical Spacing
Portrait 22 sf 15 sf 7 sf
Landscape 13 sf 9 sf 4 sf
Demand in Uplift AWb*0.6(Pd-W)
Portrait 198 Ibs 312,Ibs 175 Ibs
Landscape 116 Ibs 182'Ibs 102 Ibs
Capacity in Uplift 443 Ibs 443 Ibs 443 Ibs Max Utilization=0.71
Demand in Shear Atdb*SIN(A)*D
Portrait 291bs 20lbs 10lbs
Landscape 17lbs 11 Ibs 6lbs
Capacity in Shear 238 Ibs 238 Ibs 238 Ibs Max Utilization=0.12
Page 4 of 4
, \`1
_r .CanadianSola.r
HWM-Black
ALL-BLACK High density MONO PERC module
320W - 340W
CS1 H-32013251330133S 1 340MS
MORE POWER
ff
UP To Maximize the light absorption area,
20.16% module efficiency up to 20.16%
Low temperature coefficient(Pmax): 5 a enhanced product warranty on materials
-0.37%/°C ��, s and workmanship*
+ Better shading tolerance 25 linear pwer out power output warranty*
years :
*According to the applicable Canadian Solar Limited Warranty Statement.
MORERELIABLE .......................................:........:....................................................................
MANAGEMENT SYSTEM CERTIFICATES*
Lower internal current, ISO 9001:2015/Quality management system
ISO 14001:2015/Standards for environmental management system
lower hot spot temperature
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)
�c 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
D�E �sA de
�sC E cep "d
As there are different certification requirements in different markets,please contact your
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
since 2001'.
- *For detail information.please refer to Installation Manual_
ENGINEERING DRAWING(mm) CS1 H-330MS/I-V CURVES
Rear View Frame Cross'Section A-A
A A
12 2
1
11 11
35 10 10
9 9
Ln 8 8
m
ouomx9 0 � ? 7
9 e 6 6
Jill
5 5
4 4
__ ----------------F---------------------Mounting Hole 3 3
z 2
1 I 1 ! 1
1 --
0 v 0 v
_ 5 10 15 20 2-930 35 40 45 50 5 10 15 20 25 30 35 40 45 50
605
Grounding Hal I1 -i-- ■ 1000 W/m' S°C ■
AL J: A ■ 800 W/m' 25°C ■
® 600 W/m' 45'C ■
9 I ■ 400 W/m' 65°C ■
9k
I I
■ 200 W/m'
i
ELECTRICAL DATA STC* I MECHANICAL DATA
CS1H 320MS 325MS 330MS 335MS 340MS Specification Data
Nominal Max.Power(Pmax) 320 W 325 W 330 W 335 W 340 W Cell Type Mono-crystalline
Opt.Operating Voltage(Vmp) 36,2 V 36.6 V 37.0 V 37.4 V 37.8 V Dimensions 1700 X992 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 44.2 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% 19.27% 19.57% 19.86% 20.16%, Frame Anodized aluminium alloy
Operating Temperature -40°C-+85°C i J-Box IP68,3 bypass diodes
Max.System Voltage 1000V(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 (Including Connector)
CLASS C(IEC 61730)Max.Series Fuse Rating 15 A Connector T4 series or H4 UTX or MC4-EVC2
Per Pallet 30 pieces
Application Classification Class A I Per Container(40'HQ) 780 pieces
Power Tolerance 0-+5 W
;-Under Standard Test Conditions(STC)of irradiance of 1000 W/mz,ispectrum AM 1.5 and cell
temperature of 25°C.
i
ELECTRICAL DATA I NMOT*
TEMPERATURE CHARACTERISTICS
CS1H 320MS 325MS 330MS 335MS 340MS Specification Data
Nominal Max.Power(Pmax) 236 W 240 W 243 W 247 W 251 W Temperature Coefficient(Pmax) -0.37%/°C
Opt.Operating Voltage(Vmp) 33.4 V 33.7 V 34.1 V 34.5 V 34.8 V Temperature Coefficient(Voc) -0.29%/°C
Opt.Operating Current(Imp) 7.07 A 7.11 A 7.14 A 7.17 A 7.20 A Temperature Coefficient(Isc) 0.05%/°C
Open Circuit Voltage(Voc) 41.0 V 41.1 V 41.2 V 41.3 V 41.5 V Nominal Module Operating Temperature 44±3°C
Short Circuit Current(Isc) 7.60 A 7.63 A 7.66 A 7.70 A 7.73 A
*Under Nominal Module Operating Temperature(NMOT),Irradiance of 800 W/mx 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.
..........................................................................................................
.....................c i A. . ............................................................................................•............-.........-....................-..........................................................-.............
i-w wIwe�tw w� � n•w�� �
Sin le 'Phase' I' '
nverter
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: ith : H D=Wave:w Technol0Y
g m
for North America
" SE3000US / SE3800H=US / SE5000H=US / SE6000H
. H=: US: /
SE7600H-US / SE10000H-US:/ SE11400R'US
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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
so.lared9 e.com SO I a r
I
/ Single Phase Inverter
I ,
With HD-Wave Technology for North America
SE3000H-US / SE380OH-US % SE5000H SUS / SE6000H-US/
SE760OH-US / SE1000OH-US / SE114001H-US
OUTPUT
3800 @ 240V 6000 @ 240V 11400 @ 240V
Rated AC Power Output 3000 3300 @ 208V 5000 5000 @ 208V 7600 10000 10000 @ 208V VA
Maximum AC Power Output 3000 3800 @ 240V 5600 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000_@ 208V
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac
(211-240-264)
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac
(183-208-229)
AC Frequency(Nominal) 59.3-60-60.511) Hz
Maximum Continuous Output 12.5 16 21 25 32 42 I 47.5 A
Current @240V
Maximum Continuous Output - 16 - 24 - 48.5 A
Current @208V.
GFDI Threshold I 1 A
Utility Monitoring,Islanding Protection,
Country Configurable Thresholds Yes
INPUT j
Maximum DC Power @240V 4650 5900 7750 9300 11800 1 15500 17650 W
Maximum DC Power @208V - 5100 - I 7750 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current @240V111 8.5 10.5 13.5 16.5 20 27 30.5 Adc
Maximum Input Current @208V(I) - 9 13.5 - I 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection I 600ko Sensitivity
Maximum Inverter Efficiency 99 99.2 %
CEC Weighted Efficiency pg 99 @ 240V
98.5 @ 208V
Nighttime Power Consumption I <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces j RS485,Ethernet,ZigBee(optional),Cellular(optional)
Revenue Grade Data,ANSI C12.20 Optionall")
Rapid Shutdown NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect
2017 690.12
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C222,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 j
AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1"Maximum/14-4 AWG
DC Input Conduit Size/#of Strings/ 1,"Maximum/1-2 strings/i4-6 AWG 1"Maximum/1-3 strings/14-6 AWG
AWG Range
(Dimensions
mensi ns with Safety Switch 17.7 x 14.6 x 6.8 /450 x 31 0 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 in
Weight with Safety Switch 22110 25.1/11.4 26.2/11.9 38.8/17.6 lb/kg
Noise <25 I <50 dBA
Cooling Natural Convection
Operating Temperature Range -13 to+140/-25 to+6011)(-40'F/-40°C option)15' °F/°C
Protection Rating NEM 4X(Inverter with Safety Switch)
nl For other regional settings please contact SolarEdge support
a,A higher current source may be used;the inverter will limit its input current to the values stated
*Revenue grade inverter P/N:SExxxxH-USOOONNC2
*For power de-rating information refer to;httpsY/www.solaredge.com/sites/default/files/se-temperature-derating-note-na pdf
`s'-40 version P/N:SEroowH-USOOON1,11.14
®SolarEdge Technologies,Inc All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc All Rn H S