HomeMy WebLinkAbout20-1104 s -
-� City of Zephyrhills PERMIT IVUMBTER
3.'
-- 5335 Eighth Street ?-
Zephyrhills, FL 33542 ELCMISC-001104-2020
Phone: (813)780-0020
}j Issue Date: 12/01/2020
E Fax: (813)780-0021
Permit Type: Electric Service Replacement/Misc
WIN- " 'okj; l- Property�Number�
7153 Boxer Round Place
Ow erinform`ation = - Permit Information ' =a� Contractor Information`
Name: HERNANDEZ,ANTHONY FRANCIS. Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF
MARY Class of Work:Add/Alter Residential LLC
Address: 7153 Boxer Round PI Building Valuation:$4,004.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$16,016.00
Phone: (917)378-5170 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$20,020.00
Total Fees:$270.15
Amount Paid:$270.15
Date Paid:12/1/2020 11:55:27AM
INSTALLATION ROOF MOUNT PV SOLAR
plicatiorFe
Building Permit Fee $60.02 'Plan Review Fee $30.01
Electrical Plan Review Fee $60.04 Electrical Permit Fee $120.08
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 properly. 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 SIGNATURE PlEfAIT OFFICE
PERMIT EXPIRES N 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR NSPECTION - 8 HOUR NOTICE REQUIRED
ROTECT CARD FROM WEATHER
Building Department
Date Received Fig).isq - QUM,
o.n.e.Name ANn4OMq "rkNAN owner Phone Number N -7)319-5-170
o,,;.e.Add,.1-7 1,S-3 BOXER P 0 U N b P L Owner Phone Number
�Fee Simple Titleholder Name Owner Phone Numb
e
r
Fee Simple Titleholder Address
JOB ADDRESS 1-7 K'53 BOYLES P()12616 PL, ZEPOVRIIC LOT#
SUBDIVISION ISFIA/CR-W RANG PARCEL t0#13 2-ZS--1)-0100 0 1 f 00-0 6-7 0
(OUAINEID FROM PROPERTY TAX NOTICE)
WORKPROPOSED NEWCOMM ADDIALT r1pi SIGN F-1 M DEMOLISH
R INSTALL El REPAIR
PROPOSED USE SFR 0 COMM OTHER I TYPE OF CONSTRUCTION BLOCK FRAME STEEL = I
DESCRIPTION OF WORK crr ig pV ordi pp PAN oc gqsreq. I
BUILDING SEE II SO FOOTAGE HEIGHT
. . . .. . . .. . . . . . . .. . . . . .. .. .. . .. . . . . . . . . . . . . . .. . . .BUILDING 1Sq/ . 0 L
00q VALUATION OF TOTAL CONSTRUCTION
s I
E6LECTRICAL AMP SERVICE PROGRESS ENERGY r7 W.R.E.C.tP- 1 o
'ff
"PLUMBING Is
"MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION 4k St Y�
=GAS ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
IVNIMTROC 19P UVaQPf-W
COMPANY BUILDER SIGNATURE REGISTEED R I Y/ N I FEEGURREN I YIN
'Address F5, -JZQ--W-A,4NMA -AVr. UcenSe#1F--r-t3on(-07q0
ELECTRICIAN COMPANY [V�Vr SO Lniq hrve"10 -
E��:: I Y/N I SIGNATUREZ :1 REGISTERED I Y/ N I FEE CURRO
Address I've 0 W. "nlyknq q Vic 1 U=se#IQ--i3onw1L10
PLUMBER COMPANY = I
SIGNATURE REGISTERED I YIN FEECURREA LZIN J
Address I License ffi
MECHANICAL COMPANY =
SIGNATURE REGISTERED I YIN FEECURRB LMLNLI
Add. License#
OTHER COMPANY =
SIGNATURE REGISTERED I YIN I FEECURREN L_LLN J
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Farms;R-O-W Permit for new construction.
Minimum ten(10)working days abrsubmftl date. Required onsite,Construction Plans,Stormwater Plans vil Silt Fence Installed,
Sanitary Facilities&I dumpster,Site Work Permit for subdivisionaflarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus.a Ufa Safety Page*.(1)set of Energy Forum R-O-W Permit for new construction.
Minimum ten(10)working days after submittal data. Required onsite,Construction Plans,Stormwater Plans w/Bill Fence Installed,
Sanitary Facilities&I dumpster.Site Work Permit for all new projects.All commercial requirements must most compliance
SIGN PERMIT Attach(2)sots of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
. . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . .Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
It over$2500,a Notice of Commencement Is required. (AfC upgrades over$7500)
Agek(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)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot(Survey/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 CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. -Furthermore, N the owner has hired a contractor or contractors, he is-advised to have the ocintracitor(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 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$Z500.00 or more,I
certify that 1, the applicant, have been provided with a copy of the 'Florida Construction Lien Law—Homeowner's
Protection Guider 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,Weiland Areas and.Environmentally Sensitive
Lands,Water/Wastalwater Treatment
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland Areas, Altering
Watercourses. I .
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
Department of Health &Rehabilitative ServiceslEnvinonmentai 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 N"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,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 11 will not adversely affect adjacent
properties. If use of fit is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to Inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing,signs,wells, pools,air.conditioning,gas,.or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed With the work and not as authority,to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER. YOUR FAILURE TO RECORD A.NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS O YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENWR OR AN ATTDFMW BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F. 11 .03)
CWNERGRAGEN CONTRACTOR
d Subscribed and sworn to(orAffirmed)befoM ub t A'r Vit
9 _ke I --by_LI�XX rkVV1 KA ,
VnfoWat3;f-��tomeorhasihavepmduced Who Ware personally known to me or haafhave producelf
as identification. as identification.
7T7 _Notary Public Notary Public
Commission 'Commission No.
I
Name of No typeti,printed or stamped_ Name of Notary typed,printed or stamped
RNotary PUW State of Florida
James Quillen
MY COMMVWOM HH 012750
Expires 0912512024
OF OW
DocuSign Envelope ID:86526A21-19CF-461A-83E2-94AB21052EED
i � � I 9 1800 W Ashton Blvd.
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
November 17, 2020
Re: Structural Engineering Services
Hernandez Structure
7153 Boxer Round PI, Zephyrhills, FL
S-6437929; CAD Version: 10; 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://snapnrack.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.
viv MtL.Solar
Page 1of2 A sLiflfun COMPANY
DocuSign Envelope ID:86526A21-19CF-461A-83E2-94AB21052EED
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 37 35 37
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.
Regards, \��� '��NEV
\\ - GENT-
J. Matthew Walsh, PE
FL License No. 84923 = * N, �' �
STATE OF ;
EDocuSigned by: `
// /ONAL
7AEEB20514FE4D2... ///I I"I 1%10�
Matthew Walsh
11/17/2020
November 17,2020 1 4:12 PM MST
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.
All I
'.Solar'
Page 2of2 A sunrun COMPANY
DocuSign Envelope ID:86526A21-19CF-461A-83E2-94AB21052EED
Structural Design Criteria
Project Address Date: November 17,2020
Hernandez Residence
7153 Boxer Round Pl
Zephyrhills,FL
S-6437929 \\\\\�.c't l i E V tV
Residence
Risk Category II $
Roof Area 2846 sf * 84 a
Upper Floor Area 0 sf —
Number of Stories 1 r p STATE OF ,
Mean Roof height 15 ft _ice 0,� •'��
Upper Floor height 0 ft tOR10P:-•G;
Location Parameters �s`9'0NAL vr�NX \\\\
Latitude 28.2610265
Longitude -82.2260463
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 0.7 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:86526A21-19CF-461A-83E2-94AB21052EED
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle,Q 26.0 deg
Product Information
No.of Panels 26
Weight 3.00 psf including mounting system
Installed Area 472.0 ft2
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
DocuSign Envelope ID:86526A21-19CF-461A-83E2-94AB21052EED
1800 W Ashton Blvd.
vnvn n, , ,, s o i a r
Structural Group Lvhi' UT
J.Maffhew Walsh, PE Kirk M. Nelson,SE Samuel Brown, PE-Civil
Director of Engineering Strueturai Engineering Siructurat Engineering
james.waish@vivintwiar.com kirk.nelson @vivin iso far.com sam.brown@vivirmsolar.com
Mount Spacing Calculation
ASCE 7-10 Simplified Procedure for Components and Cladding
NDS Section 12
LS i t:e,--S—pec i fi i-cl Parameters
ICC Code Cycle 2015
Wind speed (V) 145 mph
Exposure Category D
Roof Slope (0) 26.0 deg
Effective Wind Area 20 sf
Least Horizontal Dimension 30.00 ft
Adjustment Factor(A) 1.47
Topographic (Kt) 1
Panel Dead Load TO 3 psf
Ground Snow Load 0 psf
Flat Roof Snow Load (p) 0 psf ASCE 7-10 Eq. 7.3-1
Slope Factor(CS) 0.73 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 Equations NDS Table 12.3.1A
Diameter 5/16 in I_m 649 Ibs
Fasteners 1 I s 1225lbs
Embedment(Dpen) 2 1/2 in II 360 Ibs
Load Duration (Cd) 1.6 III m 373 Ibs
Pullout per Inch (W) 235 Win III_s 390 Ibs
IV 337 Ibs
Uplift Capacity 939 Ibs DPenCdW
Shear Capacity 337 Ibs Based on equations from NDS 12.3.1A
Page 3 of 4 vivi tr d
DocuSign Envelope ID:86526A21-19CF-461A-83E2-94AB21052EED
r 1800 W Ashton Blvd.am nt. s o I aLehi, UT 84M
Structural Group
J.Matthew Walsh, PE Park M.Nelson, SE Samuel Brown,PE- Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@vivintsolar com kirknelson@vivintsolar.com sam.brown r@tWWntsolar com
Mount Spacing Calculation
Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing)
RL-U SpeedSeal 443 Ibs 238 Ibs 1
Fastener Capacity 939 Ibs 337 Ibs
Controlling Capacity 443 Ibs 238 Ibs
Portrait Zone 1 Zone 2 Zone 3
Uplift 37 in 35 in 37 in
Shear 390 in 586 in 1173 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 668 in 1005 in 2010 in Capacity
Manufacturer or AHJ 48 in 48 in 48 in L*SIN(6)*D
Controlling Spacing 48 in 48 in 48 in
Wind Uplift on Each IF,astener
Tributary Area (Arab) 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 Atib*0.6(Pd-W)
Portrait 443lbs 443lbs 4431bs
Landscape 338lbs 359lbs 333lbs
Capacity in Uplift 443lbs 443lbs 443 Ibs Max Utilization=1.00
Demand in Shear Amb*SIN(6)*D
Portrait 22lbs 14lbs 81bs
Landscape 17lbs 11lbs 6lbs
Capacity in Shear 238 Ibs 238 Ibs 238 Ibs Max Utilization=0.09
Page 4 of 4 N �v . s° } Lzal r
' Ar.
CanadianSolar
Hi®M-Black
ALL-BLACK High density MONO PERC module
320W - 340W
CS1H-320132513301335134OMS
MORE POWER
UP TO Maximize the light absorption area,
zo.l6io module efficiency up to 20.16%
Low temperature coefficient(Pmax): 15 g enhanced product warranty on materials
III, -0.37%/*C �� years
/' and workmanship*
+ Better shading tolerance 25 ` linear power output warranty*
as rsd
*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)
*R* 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
l� CC '�aA •`L3� C_ERT
DVE 01".1C I
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
ENGINEERING DRAWING(mm) CS1H-330MS/I-V CURVES
Rear View Frame Cross Section A-A
A A
12 _____________ _
__35
L35 1 - -
I_ - 10 .--- --- - ------ 10 ----- _- ------------- - - -
9 ............. . .... .. .. .... 9 - ..------ --- - -
8 -------- ------ ---------- ---- ---- 8 _
Ln
nto3e, -orz
5 _-
4._ q
Mounting Hole 3
2
W 0 5 V O V
_ 5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50
c 4,. �,. -I-- ■ 1000 W/m' 5°C■
■ 800 W/m 25°C IN
■ 600 W/m' 45°C It
--93a----' ■ 400 WW 65°C IN
--- 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 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 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 CLASS C(IEC 61730) (Including Connector)
Max.Series Fuse Rating 15 A Connector T4 series or H4 UTX or MC4-EV02
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 1000 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 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/mZspectrum AM
1.5.ambient temperature 20°C,wind speed 1 m/s.
PARTNER SECTION
..........................................................................................................
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.
..........................................................................................................
................................................................................................................................................................................................................................................
CANADIAN SOLAR INC,
545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,www.canadiansolar.com,support@canadiansolar.com
December 2019.All rights reserved,PV Module Product Datasheet V5.583 EN
t
�'•
Sin'gle 'Pha so Inverter. .
Z
with HD-Wavne TecKolo
gy M.
for North America 4.
-
SE3000H-US/ SE3800H-US / SE5000H-US./ S.E6000'K-US /
SE7600H_-US SE1:0000H-US SE1'1400H-US�..
112-251 m
YEAR
_ �`�'. 'rc SOIarL_-:b•47�wrwa^ i
® solar-..: , HID. o a
® MS
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
Single Phase Inverter
with HD-Wave Technology for Borth America
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/
SE760OH-US / SE1000OH-US / SE1140OH-US
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. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac
(211-240-264)
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac
(183-208-229)
AC Frequency(Nominal) 59.3-60-60.501 Hz
Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 47.5 A
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 W
Maximum DC Power @208V - 5100 7750 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current @240Va1 8.5 10.5 13.5 16.5 20 27 30.5 Adc
Maximum Input Current @208V91 - 9 13.5 - 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
CEC Weighted Efficiency 99 9 98. @ 240V %
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 Optional")
Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect
2017 690.12
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,U1.169913,CSA C22.2,Canadian AFCI according to TI.L.M-07
Grid Connection Standards EEE1547,Rule 21,Rule 14(HI)
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG V Maximum/14-4 AWG
DC Input Conduit Size/#of Strings/AWG Range 1"Maximum/1-2 strings/14-6 AWG 1'Maximum/1-3 strings/14-6 AWG
(HxWxD 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 I mm
Weight with Safety Switch 22110 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+140/-25 to+601'i(-40°F/-40'C option)isl
Protection Rating NEMA 4X(Inverter with Safety Switch)
For other regional settings please contact SolarEdge support
m A higher current source may be used;the inverter will limit its input current to the values stated
�Revenue grade inverter P/N:SExxxxH-US000NIJC2
For power de-rating information refer to-https//www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf
n1-40 version P/N.SExxxxH-US000NNU4
7 SolarEdge Technologies.Inc All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All �®�9
other trademarks mentioned herein are trademarks of their respective owners.Date:03/2019/V01/ENG NAM.Subject to change without notice. H
INSTR#2020196895 OR BK 10219 PG 1316 Page 1 of 1
11/19/2020 11:49 AM Rcpt:2228996 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
P..it Na.EjLjMr-1l.-06 lit q- 2006 ParceIID No•32. 010 o -,Q If 60 -06 I-0
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 inhumation is provided in this Notice of Commencement
1. Descdptbn of Pmpp/erty: arcel Identifii(catiioon Noo..�- �r ,�p
StreetAddr. / U-11 "1 Coy/,U is
2 General Description of Improvenrent Installation of a roof-mounted solar photovolhaic:Syste
3. Owner Irdormation or Lessee information H the Lessee contracted for the improvement J
Pcni'�o He,�ngnc�.'7�
Address city -• state
l
Interest in Properly. .•
Name of Fee Simple Titleholder.
(If different from Owner fisted above)
4. Contractor. Vivint Solar Developer,LLC City stem
Noma
5100 W Fianna Ave Tampa FL1.3634
Address City state
Contractor's Telephone No.: (813)359Z634
5. Surety:
Name
Address City State
Amount of Bond:S Telephone No.:
0
s. Lender.,
Name
Address citystate w !y`i �.
Lender's Telephone No.: .i ( 4 .#�5 � ��--4 :;fr' U':
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provid -M1tl ;s
Section 713.13(1)(a)(n s:,Florida Statute y*'? •Q.T';r" ^. ',• ""t R,7;
Name
Address City State �'� • ® .y !
Telephone Number of Designated Person: 10
S. In addition to himself,the owner designates of
to receive a copy of the Lienor's 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 complati of co on and final payment to the
contractor,but will be one year from the date at retarding unless a different date is specified): !�Y �I� 0�_ F- LLI
w J W
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NONCE OF OMMENCEMENT ¢ Z U J J
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN Lit U- U
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE u- = a }
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT Ur O 1- O
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ® Z ~
U (1) J CN Z:)
Under penalty of perjury,1 declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the test W U O Z W O W
of my knowledge and belief. '� W 0 h- CID C.) 0
STATE OF FLORIDA Er Ltj Z J 06
COUNTY OF PASCO (Z- p Q `S
ign re of r or L ,or Own es or.Lessee's Authorized L, U tZ
Officer/DireetorlPa pager = 0 0 LPL J
u.10 U
Signatory's le/Office F- fY 0 '�
The foregoing instrument was acknowted ad before me day of )6 ,2 D by�1'1�t1U n./ �I-` `Iz^1�e-7— = a U Z'2 J
Ii- -r `C
as (type of authority,e.g.,officer,trustee,attorney in feet)for } U co 6 LL
R (name of party behalf of whom i m s executed). L i.1 Z'-1 Z `0 0
Personally Known[I OR mdured Iderrtdr do Notary Signature
Cif r ) 6
Type of Identification Produced Name(Print) hOtwt `y. .,-
t
•r-- � O0
fb3U) Q -j W
LIJ
Eo
Notary Pubbe State or Florida
CommBarb4sion M 963839 W II-- F- O m
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