HomeMy WebLinkAbout21-1418 J
City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001418-2021
t Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 02/01/2021
Permit Type: Electric Service Replacement/Misc
Property Number Street Address
04 26 210070 00200 0120 36046 Stable Wilk Avenue
Owner Information Permit Information Contractor Information
Name: FRANCISCO&LYDIA COLON Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF
Class of Work:Add/Alter Residential LLC
Address: 36046 Stable Wilk Ave Building Valuation:$4,147.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$16,588.00
Phone: (813)369-2598 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:l$20,735.00
Total Fees:$275.52 (�
Amount Paid:$275.52 r1 lJ
Date Paid:2/1/2021 10:27:26AM
Project Description
INSTALLATION ROOF MOUNT SOLAR PV
Application Fees
Building Permit Fee '$60.74 Plan Review Fee $30.37
Electrical Plan Review Fee '$61.47 Electrical Permit Fee $122.94
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.
CONTRAC OR SIGNATURE PE IT OFFICE
PERMIT EX IRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CAL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Permit No- ParcellDNoQ�•7� 1•�2?�'V�ZQ�tI�ZQ
NOTICE OF COMMENCEMENT L
fi Stated Florida County of Pasco M
O
THE UNDERSIGNED hereby gives nice that improvement will be made to certain real property,and in accordance with Chapter 713.Florida Statutes, ti!it L
the following information is provided in this Notice of Commencement (a O
17,91
1. Description of Property:Pa I tiflaatkLNQ�. I t p �.. YI E
Sheet Address: V O �/ 1 V .c—`� �e Q O -- W U
T 1 Y rt W t•-
2. General Description of Improvement Installadon of a roof-mounted solar photovoltaic system cc 0. fY r-4 y eE
3 L
IA-) E O 01
3. Owner Information or lessee information if the Lessee oonhaeted for the improvement 9 O m ! tJ
Caw%c1. C010 ,a 16 is,ct® o a
me57J�Iej
f A P� fly L N > 7
Ad City State N g N Q V
Interest in Property. N
O
Name of Fee Seriph Titleholder ia- lV .i
(If different from Owner fisted above) Z , v -'Z N
H m tY o ZLL
Address city State
4. Contractor. Vivint Solar Developer,LLC
Name
5100 W Hanna Ave Tama FL-1�34
Address City State
Contractors Telephone No.: _ (818)359-MU
i
S. Surety:
Name
Address city State
Amount of Bond:S Telephone No.:
n. Lender.
Name
Address City Stall
Lenders Telephone NO.:
T. 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)(/),Florida Statutes:
Name
i
Address City State
Telephone Number Of Oeaignated Person:
a. In addition to himself,the owner designates of_
to receive a copy of the Liencrs 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 completion of construction final payment to the
contractor,but will boons year from the dated recording unless a different date is specified):
WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY- A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING.CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that r have read the foregoing notice at commencement and that the facts stated therein are true to the best
of my knowledge and befiet_ 00
/--
STATE OF FLORIDA
COUNTY OF PASCO
ftnallZa of Owner or Lessee,or Owners or Lessee's Authored
OfficedolrectoLlpartnedManager � /�►t _
Signtat1ory'sTitlelOfficye.; [I� �'•.., �i-�/The foregoing instrument was acknowledged beforenis this0 kw n� day of 1 ai. 20a, t I a �_I sK_` cc/
11 as (type of authority.e.g.•officer,trustee,attorney in fact)for
(name Of party on hsh2lf at whom inmrf ni s execut/ed/)t.
Personalty Known❑OR Produced rdentification Notary Sigriature
Type of Identification Produced O Name(Print) —�v
State Fltxifa
GO 903833"
gig@
wpdatafbcslnoticecammencement_pe0S30�16
Building Department
Untie Racotifed _j 7T
PhomeConiact for Pend 51.5 "i's / .
Ownaft Name . . . .Owner 40Phone Number r1 2S
Qwriads AddressslaBLE hLELM AJE. owner Phone Number
Fee Simpille Titleholder Name F7- owner Phone Number
Fee Simple TilleftolderAddress
JOB ADDRESS 190M.0 509RLT JAIULI ii--ZrP1-19DJr6ATffi
SUBOMSION E=,rP4 bd JP PARCEL 109
(OWAIKEDPROPERTYTAXWnCE)
WORK PROPOSED NEW CONSTRR ADO/ALT SIGN r-1 OEMOUSH
R INSTALL REPAIR
PROPOSED USE 0 SFR p COMM OTHER I
TYPE OF CONSTRUCTION p BLOCK p 'FRAME Q STEEL =] r—
DESCRIPTION OF WORK 1rAJVM-1.1qrZQA1
BUILDING SIZE SO FOOTAGE "EIGHT
. . . .. . . .. . . ... . . .. . . . . . . . . . . . . . . . . .. ....
BUILDING 14 L/I VALUATION OF TOTAL CONSTRUCTION
16LECTRICAL $ * AMP SERVICE p PROGRESS ENERGY Q W.R.E.C.
I Apa
=pLumaING 1 3
=MECKWCAL VALUATION OF MECHANICAL INSTALLATION
=GAS p ROOFING p SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOO ZONE AREA [ YES NO
. . . . .. . . . . . . . . . . . . ... .. . . . . . . . . . . . . . . If
BUILDER COMPANY r a VVAJ r Lne
SIGNATURE REGISTERED YIN I FEECuRREN LILM 1
Fr-r -
'Address 9zo W.)41glyAtiq "4vr—1 j Lici '?00t1-7 .q
ELECTRICIAN COMPANY QgLAR
SIGNATURE REGISTERED YIN I FEJ1---CURPEi% L_jLN J
F'�;�11'eo P License#FT-C/:Too(,-7 q
Addmas P V 1:-�
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEECURREN
Address License
MECHANICAL COMPANY =
SIGNATURE F REGISTERED I Y/ N FEECURREN
Address I ucense#F—
OTHER COMPANY =
SIGNATURE REGISTERED I Y/N I FEECURREw LXLN 1
Addr.. License#F
ttttttttttttettttttttttttttttttttttrttttttttttetttttttttttttttttttt
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for now cortzmuction.
Minimum tan(10)working days altarsubmittal date. Required onsite.Construction Plans,Stomwrater Plans wl Silt Fence Installed,
Sanitary Facifftles&I dumpster,Site Work Permit for subdivislonsilarge projects
COMMERCIAL Attach(2)complete saw of Building Plans plus a Ufa Safety Page;(1)set of Energy Farms.R-O-W Permit for now constructicri.
Minimum ten(10)working days after submittal date. Required onsits,Construction Plans,Stormwateir Plans wl Silt Fence installed,
Sanitary Facilities&I dumpater.Site Work Permit for d now projects.AD commercial requirements must meet compliance
SIGN PEWIT Attach(2)sets at Engineered Plans.
PROPERTY SURVEY required forall NEW construction.
Ol161611"it. . . . . . . . . . . . ...0
Fig out application completely.
Owner&Contractor sign back of application,notarized
If over Mae,a Notice of Commencement is required. (AlCuPgrades 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)
Reroaft if shingles Sewers Service Upgrades A/C Fences(PlatfSurvey/Footage)
Driveways-Not over Counter if an public madways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed'restrictions"
which may be more restrictive than C6unty regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions. I . f
UNLICENSED CONTRACT014S AND CONTRACTOR RIESOONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance!with StetaL 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, If the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the'contractor Bloch'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 property licensed and is not entitled to permitting privileges In Pasco
County.
TRANSPORTATION IMPACTAITILITIES 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 89417 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
trial power release,the leas 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
car* 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%M to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT. I cartify 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 developmenL 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 law's 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 tak4 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 TreatmenL
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks. I
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'T 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. i
- If the fill material is to be used In Flood Zone"K 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 ill[,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 TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE ON COMM ENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swam to(or affirmed)before me this Subscribed and dWom-07(or afflrmedybsfcWm1"#S.—
Who Were personally known to me or hasihave produced who ally�
as Identification. �94�
Notary Public _Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
Docu-Sign Envelope ID:7FBB976C-F93F-4B2A-8632-2A5DFF93FCBB
vw'nt solar° 18®® hShU� Blvd.
A sunrun COMPANY.
J.Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE.Civil
Director of Engineering Shuctural Engineering Structural Engineering
james.walsh@sunrun.com kirknelson@sunrun.com sam.brown@sunrun.com
December 18, 2020 i
Re: Structural Engineering Services
Colon Structure
36046 Stable Wilk Ave; Zephyrhilis, FL
S-6532783; CAD Version: 5; FL-01
To Whom It May Concern:
i
We have reviewed the following information regarding solar panel installation on the roof of the above referenced
structure:
1. Site visit by a representative .from our, office under my supervision identifying specific interior and
exterior site information including the condition of the existing roof system and the size, spacing, and
condition of existing structural framing members. .Information gathered during the site visit includes
photographs, sketches, and verification forms.
2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to
the existing roof.
Based on the above information, we have evaluated the structural capacity of the existing roof system to support
the additional loads imposed by the solar panels' and have the following comments related to our review. and
evaluation:
A:.Description of Structure:
The existing structure has typical wood,framing construction with a maximum of two layers of composite shingle
roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with-standard
construction components. The designed areas of the home consist of the following framing methods:
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
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).
vivint.Solar°
Page Iof2 Asunrun COMPANY
DocuSign Envelope ID:7FBB976C-F93F-4B2A-8632-2A5DFF93FCBB
i
2. The solar panels are 1'/" thick. Ati.no time will the panels be mounted higher than 10" above the existing
surface of the roof.
3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting
method requirements. Based on our evaluation, the uplift demand.is less than the maximum allowable per
mount and therefore is adequate: .
• RL-U SpeedSeal: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS)
of timber construction specifications for Southern Pine is 235 Ibs/inch penetration.
4. Fasteners are installed.to meet industry standards and this document satisfies requirements in 2017 FBC
2303.4.5 verifying that the fasteners will not adversely affect the roof framing.
5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above,.using the
wind load uplift-procedures of ASCE 7-10: These spacing requirements apply to all mount types indicated
above. The following values have been verified by in-house testing and the mounting hardware manufacturers'
data, which are available upon request. Panel support connections should be staggered, where possible, to
distribute load to adjacent members. .
Modules in Landscape Modules in Portrait
Roof Zone Interior Ede Corner Interior Ede Corner
-Max Vertical Spacing in 40 40 40 66 66 66
Max Horizontal Spacing in 48 48 48 33 31 34
Cantilever in 16 16 16 11 10 11
D.Summary
Based on the above evaluation,with appropriate panel anchors being utilized,the roof system designed on will
adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has
been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida
Building Code- Residential 6th.Edition, current ind__ustry 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.
\\\ �,�NE W y�,
Regards, �\ Q. .9 i1,
J. Matthew Walsh, PE • S
FL License No. 84923 * N 84 }
STATE OF
DocySig'ned by: I % i((/�
N
Matthew Walsh z... /� s 111111.ONAI.,O?\\\�
December 21,2020 1 5:47 PM MST 12/18/2020
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.
vivint.-Solare,
Page 2of2 A:Sunrun COMPANY
DocuSign Envelope ID:7FBB976C-F93F-4B2A-8632-2A5DFF93FCBB
Structural Design Criteria _
Project Address Date: December 18,2020
Colon Residence
36046 Stable Wilk Ave
Zephyrhills,FL
S-6532783 \\\ '(14E VI/
Residence \� �Q'•�,\c E N SF•, �� i��
Risk Category II 1•, y
Roof Area 1849 sf * No 84y'
Upper Floor Area 1387 sf —
Number of Stories 2 STATE OF
Mean Roof height 25 ft 0",
,
Upper Floor height loft i�F, '�CORIOP'�,IN C9?`\
\�\
Location Parameters ��Ss10NAL
Latitude 28.25134699 ��►mr��ae\�
Longitude -82.22047525
Site Class D(Default)
Risk Category II
Existing Gravity Parameters
Roof Dead Load Floor Dead Load
5 psf Composite Shingle 7.50 psf Floor Finishes
2 psf 3/4"Plywood Sheathing 3.30 psf 1 1/8" Subfloor Sheathing
2 psf Roof Framing @ 24 in;o.c. 3.40 psf Joists @ 16'o.c.
3 psf Ceiling,Mechanical,Electrical 15 psf Partitions
2 psf Miscellaneous 3.60 psf Ceiling,Mechanical,Electrical
15 psf TOTAL - 1.25 psf Miscellaneous
34 psf TOTAL
Roof Live Load 20 psf Wall Dead Load
Ground Snow Load 0 psf 8 ft Wall Height
Flat Roof Snow Load 0 psf 300 ft Wall Length
12 psf Wall Weight
New Gravity Parameters
Roof Dead Load 3.00 psf Solar Panel Weight
Roof Live Load with Solar Panels 0 psf
Roof Slope Factor 0.8 Roof Slope Factor(ASCE 7-10 Fig.7-2b)
Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1
Seismic Parameters
SS = 0.067 g 0.2 sec Spectral Response Acceleration
Sl = 0.034 g 1.0 sec Spectral Response Acceleration
Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1
Fv= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS = 0.071 g Short Period Design Spectral Acceleration
SD1 = 0.054 g 1 Second Period Design Spectral Acceleration
Page 1 of 4
DocuSign Envelope ID:7FBB976C-F93F4B2A-8632-2A5DFF93FCBB
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 23.0 deg
Product Information
No.of Panels 29
Weight 3.00 psf including mounting system
Installed Area 526.4 ft2
No.of Connectors 38
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:7FBB976C-F93F-4B2A-8632-2A5DFF93FCBB
}}� 1800.�?-Ashtoh Blvd.Lehi, UT 84043
StE'L1dural Grdup
J /IRaftNeW Ulna/sty,PE Kirk_Nl.Nelson, SE Samuel Brown;,PE-:Cqv!!,
.Director of En fneeii S�tucCurai .g n9 Er(pFneeruig : SruureP E+1girrrng.
rames:walsh vivintsolar com kirkn-eison@vivintsolar.com sam.hrownsvivfnrsolarcorn
Mount Spacing Calculation
ASCE 7-10 Simplified Procedure for Components and Cladding
NDS Section 12
ICC Code Cycle 2015
Wind speed (V) 145 mph
Exposure Category D
Roof Slope (0) 23.0 deg
Effective Wind Area 20 sf
Least Horizontal Dimension 30.00 ft
Adjustment.Factor(A) 1.61
Topographic (Kt) 1
Panel Dead Load (Pd) 3 psf
Ground Snow Load 0 psf
Flat Roof Snow Load (pf) 0 psf ASCE 7-10 Eq. 7.3-1
Slope Factor(CS) 0.78 ASCE 7-10 Fig. 7-2b
Panel Snow Load 0 psf Pfc.
Total Dead Load (D) 3 psf Panel Dead Load + Roof Snow Load
Portrait Landscape
Vertical Spacing (L) 67 in 39''in Based on length of the panel
Wind Pressure Zone 1 Zone 2 Zone 3
Lookup Pressure (Pnet30) 31 psf 49 psf 89 psf ASCE 7-10 Fig. 30.5-1
Uplift Pressure W 51 psf 79 psf 144 psf A*Kzt*Pnet.30
Fastener Type 5/16 Yield Equations NDS Table 12.3.1A
Diameter 5/161 in I m 654 Ibs
Fasteners 1 I s 1235lbs
Embedment (Dpen) 2 1/2 in II 363 Ibs
Load Duration (Cd) 1.6 III m 376 lbs.
Pullout per Inch (W) 235 lb/in III s 393 Ibs
IV 339 Ibs
Uplift Capacity 939 Ibs DpenCdW
Shear Capacity 339 Ibs Based on equations from NDS 12.3.1A
Page 3 of 4 �,�1 it
Docuftn Envelope,ID:7FBB976C-F93F-4B2A-8632-2A5DFF93FCBB li
180O.W A6hton Surd:
Lela, LPT W43
:structural Group
J. I aftlieKrWafs ;PF Kir3c.A I i9on, SE Samuel roa�irn;-PE'-.,Caaiil,
�7irectn�bfEnArrreerir� - �tPuctur�J..Eragrnee�ing �rrErtgi,�eirrrg
james-waJsh@vivinrso/ar co►r� kirkrretsan,@vivintsofar o.m sarn�cQural:browii vivinFsolar eom
i
Mount Types: Uplift Shear Fasteners . (Capacities based on manufacturer testing)
RL-U.S eedSeal 4431bs 238Ibs 1
i
Fastener Capacity 939 Ibs 3391lbs
Controlling Capacity 443 Ibs 23811 lbs
Portrait Zone 1 Zone 2 Zone 3
Uplift 33 in 31!in 34 in
Shear 437 in 658 in 1316 in Capacity
Manufacturer or AHJ 48 in 46 in 48 in L*SIN(9)*D
Controlling Spacing 33 in 31 in I 34 in
Landscape Zone 1 Zone.2 Zone 3 Capacity
Uplift 57'in 54 in 58 in L*0.6(D-W)
Shear 750 in 1127 in 2255 in Capacity
Manufacturer or AHJ 48 in 481 in 48 in L*SIN(6)*D
Controlling Spacing 48 in 48!in 48'in
Tributary Area (Atrib) Zone 1' Zone 2 Zone 3 Mount.Spacing *Vertical Spacing
Portrait 15 sf 1 G sf 5 sf
Landscape 13 sf 9'sf 4 sf
I
Demand in Uplift Atdb*0.6(Pd-W)
Portrait 443 Ibs 443 Ibs- 443 Ibs
Landscape 372 lbs 39$ lbs 365 lbs
Capacity, in Uplift 443 Ibs 443 Ibs 443 Ibs Max Utilization=1.00
Demand in Shear- AWb*SIN(6)*D
Portrait 18 Ibs 11 ilbs 6 Ibs
Landsca a 15 Ibs 10 Ibs 5 Ibs
Capacity in Shear 238 Ibs 238 Ibs . 238 Ibs Max Utilization=0.08
Page 4 of 4vivin
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ENGINEERING DRAWING(mm) CS1 H-330MS/I-V CURVES
Rear View Frame Cross Section A-A
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35 10 10
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5"10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50
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A ",i JA S goo wrro 25°C ■
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9 9 400 WW 65°C
2
200 W/W
ELECTRICAL DATA I STC* 11AECHANICAL 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/mz,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/m2 spectrum 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.
:...:......:...............................................................................................
................................................................................................................................................................................................................................................
. . .
Sin le "Phase Inverter
g
wit h H D W- a.v:' ' e Te c h•no' I gy
for North America
'SE3000WUS / SE3800H-US / SE5000H-US / SE6000H=US
SE760OH-US /:SE1:000OH-US:/:SE11400H-US. YEAR
:. T
�— solar ••-
solar-..
h.:. .. b ...1- i v o.
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 Pha$e Inverter
with HD-Wave TechnOlOgy for North 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 S000 6000 @ 240Y 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.-Ma x. ✓ ✓ ✓ Vac
(183-208-229)
AC Frequency(Nominal) 59.3 60-60.50) 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,
Yes
Country Configurable Thresholds
INPUT
Maximum DC Power @240V 4650 S900 7750 9300 11800 15500 17650 W
Maximum DC Power @208V - 5100 7750 I 15500 — W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current @240Vj4 8.5 10.S 13.5 16.5 20 27 30.5 Adc
Maximum Input Current @208V12l - 9 13.5 I 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600kn Sensitivity
Maximum Inverter Efficiency 99 99.2 %
CEC Weighted Efficiency 99 99 @ 240V
98.5 @ 208V
Nighttime Power Consumption <2.S W
ADDITIONAL FEATURES
Supported Communication Interfaces RS48S,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,UL1699B,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 1"Maximum/14-6 AWG 1"Maximum/14-4 AWG
DC Input Conduit Size/ of Strings/ 1"Maximum/1-2 strings/14-6 AWG 1°Maximum/1-3 strings/14-6 AWG
AWG Range
Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 In/
(HxWxD) 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+60(4)(-40°F/-400C option)'ll T/`C
Protection Rating NEMA 4X(Inverter with Safety Switch)
I11 For other regional settings please contact SolarEdge support
123 A higher current source may be used;the inverter will limit its input current to the values stated
01 Revenue grade inverter P/N:SExxxxH-1JS000NNC2
ldl For power de-rating information refer to:httpsV/wvAv.solaredge.com/sites/default/files/se-temperature-deraCng-note-na pdf
rn-40 version P/N:SExxxxH-US000NNU4
m SolarEdge Technologies,Inc All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc All RO H S