HomeMy WebLinkAbout20-815 . . v
wz City of Zephyrhills
PERMIT NUMBER
5335 Eighth Street
y . Zephyrhills, FL 33542 BG11-00081 2020
Phone: (813)780-0020
�l Fax: (813)780-0021 Issue Dot . 10/20/2020
Permit Type: Building General (Residential)
Pr,,operty Number > . _ Street Address,
35 25 210120 00000 0180 7643 Merchantville Circle
Owner Information _ F'e m tlnformation Contractor Information _
Name: JEREMY PAZ Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF
Class of Work:Electric Service Replacement/ LLC
Address: 7643 Merchantville Cir Building Valuation:$3,660.80
ZEPHYRHILLS,FL 33542 Electrical Valuation:$14,643.00
Phone: (727)423-1618 Mechanical Valuation: Qi�/Div
Plumbing Valuation:
Total Valuation:$18,303.80
Total Fees:$257.63
Amount Paid:$257.63
Date Paid:10/20/2020 10:59:42AM
Project Des'°�'�c(ription
INSTALLATION PV SOLAR ROOF MOUNT
�4pplication Fees ': .
Electrical Plan Review Fee '$56.61 Electrical Permit Fee $113.22
Building Valuation Fee $29.50 Building Permit Fee $58.30
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.
I
"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.
CONTRA 0 SIGNATURE PE IT OFFICE
PER EX RES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Permit No. 1 .� Parcel tD N.3S--G!-2I r 012 0 O00 O ' O t of-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: /C H'� 'N6C)Ia T Vt f 1 .Z C
�N
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L 2 General Description of Improvement. Installation of a roof-mounted solar photovoltaic system
0.
CC31 '" L 3. Owner Information or Lessee information if the Lessee contracted for the improvement
W O �6 p��Nameti,Pi���W�V-VI 1 l i
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GN zit k�/l ,li 1� tKL
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Address City State
a 0
8 Interest in Property:
3 L Name of Fee Simple Titleholder.
R0 y (If different from Owner listed above)
-[fl °f m N a 4. AddreContrss
Vivint Solar Developer, LLC City state
.W—a m n m
Nu) L r� Name
m m m M 5100 W Hanna Ave Tamoa FL-33634
N�N N " 0 Address City State
N Q V Contractor's Telephone No.: (813)359-0634
y
Y 0 5. Surety:
_� ° ••Y to Name
ty ° (� •r 2r
m O Z IL Address City State
Amount of Bond: $ Telephone No.:
6. Lender.
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:
8. 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 completio�n/q/f nstru tion nd final ayment to they
contractor,but will be one year from the date of recording unless a different date is specified): / ! c � �
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMGACEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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 I have read the foregoing notice of commencem tInd that facts stated therein are true to the best
of my knowledge and belief. .j
STATE OF FLORIDA r !
COUNTY OF PASCO 11��/ll,
Signature ot(Owner or s as,or Owner's or Lessee's Authorized
Officer/Dire or/Partner nager
2 l Signatory's Tdle/Office n (� (�
The foregoing instrument was acknowledged before me s✓1 day of y 20�0by �� `/7 f a—z—
.afs- ovrL-eA (type of authority,e.g.,officer,trustee,attorney in fact)for
r+dam 1=G � (name of Pady on behalf of vtom instr mentwas executed).
Personally Known E]OR Produced Identificafon Notary Signature p (�,,.r '
Type of Identification Produced D L Name(Print) /fin+ yy ` c-1 k>rw,
^0 ctarbotary Pul fic State
thA t 6ny Barbone.
Nk CAAyComlmiasiott G&M383
PlrEkpifey 03/01=4
wpdatatbcs/noticecommen cement_pc053048
Y
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
oT1
W ESS MY HAND AND OFFICIAL SEAL THIS
e DAY OF 2 ` .r�s 4
NI AREZ-SO LES, LERK&COMPTROLLER R�drdi `"�", .,L f �,✓
DEPUTY CLERK
Building Department
Date Received r�mactfbrp"
Phone
Owners Name rc ,1-4q PAZ Owner Phone Number
Owners Address ,3 MroCq#qNrvT.i tj eik. Oworph.eNumber
i
Fog Simple Titleholder Name Owner Phone Number F
Fee Simple Titleholder Address A
JOB ADDRESS /_tfle— Loro
SUBIONISION PARCEL
(011TAINED FROM PROPERTYTAX NOTICE)
RWORK PROPOSED N CONSME� ADDIALT SIGN M DEMOLISH INSTALL REPAIR
PROPOSED USE = SFR comm OTHER I
TYPE OF CONSTRUCTIONBLOCK FRAME STEEL = I
DESCRIPTION OF WORK 1A1,VM1_Lq UO IV O.,r pV Sotpp pplUgL �VdTF
BUILDING am SO FOOTAGE "EIGHT
6z . . . . . . . .. . . .
BUILDING VALUATIONI OF TOTAL CONSTRUCTION
�jELECTFUCAL AMP SERVICE = PROGRESS ENERGY Q W.R.E.C.
=PWMSING IS
=MECHANICAL is VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING M 'SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY [VrVrAj -, OUM REUEll1P> k 7
SIGNATURE REGISTERED I Y/ N I FEECURREK LELN J
Ad&SSS JVfjd
view FV IV C Vr �LW&Wd
ELECTRICIAN COMPANY V-6�Z sagg h-ealagcR' I
SIGNATUREREGISTERED I Y/ N I FEacuRREN /N I
A.M. 1�1,00 Id.dANAM Avr "PA-1 r-61?'0fj&
PLUMBER COMPANY F
SIGNATURE F7 REGISTERED YIN I FEE CURREN
Address License#
MECHANICAL COMPANY REGISTERED
ECURREn =SIGNATURE
Address UCemro#F
OTHER -
COMPANY SIGNATURE REGISTERED I YIN I FEECURM LILN J
Address i License
11111111111 IIII'll I off fill 11111til fill
RESIDENTIAL A%3ch.(2)PictPlans-,(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Perm far new construction,
Minimum ten(10)worldng days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&I dumpster;Site Work Permit forsubdivisicnallarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page.(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal data. Required onsde,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&I dumpster.Site Work Permit for all new projects.Ali commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Ol.ctigg
Fill out application completely.
Owner&Contractor sign back of application,notarized
It over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500)
Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authortdng some
I
OVER THE COUNTER PERMITTING (copy of contract required)
Rerooft if shingles Sewers Service Upgrades A/C Fences(PlattSurvey/Footage)
Driveways-Not over Counter if an public rcadways-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 ilcensed 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 Petico 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 contractors) sign
portions of the'contractor Block'of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use In existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 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'cartificate 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 regd'lations, 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/Waslowater Treatment :
Southwest Florida Water Management District-Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
Department of Health &Rehabilitative ServicestEnvimnmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agepcy4sbestos abatement.
Federal Aviation Authority-Runways. i
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 *A, it is understood that a drainage plan addressing a
"compensating volume will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida. i
- If the fill material is to be used In Rood Zone"X 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 any area, I certify that use of such fit will not adversely affect adjacent
properties. If use of MI 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 With 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 IMPROVIEMEN M TO PR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDGR OR AN 3:TOREFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F* 3)
OWNER ORAGEN CONTRACTOR
d IN Subscribed and swam to(or affirmed)before me this
Oftf-V;g by e 017MW- by
WK0 istalia. to me or d Who isiare personally knovm to me or hasthave produced
as identification. As identification.
Notary Public Public
CamNa.
Commission N Commission No.
WA V
W Wth V' �d d
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
Notary Put*C Stele of Florida
James miWon Quillen
aExpExpiresMy Com HS s 09/25/2024 012750
iv' `�,, 1800 IN Ashton Blvd.
® ' ::,i Lehi, UT 84043
Structural Group
J. Matthew Walsh, PE Kirk M.Nelson, SE Samuel Brown,PE- Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com
September 09,2020
Re: Structural Engineering Services
Paz Structure
7643 Merchantville Cir,Zephyrhills, FL
S-6448758; 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. j
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: j
A. Description of Structure:
I
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 Sections: Prefabricated trusses at 24" on center. Survey photos indicate that there was free
access to verify the framing size and spacing.
B. Loading Criteria
i
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 requiremi nts)
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.
• EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website
(www.ecofastensolar.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.
Page 1 of 2 ' i t s - j -31 .,
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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.
• Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS) of timber
construction specifications for Southern Pine is 235 Ibs/inch penetration.
4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC
2303.4.5 verifying that the fasteners will not adversely affect the roof framing.
5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the
wind load uplift procedures of ASCE 7-10. These spacing requirements apply to all mount types indicated
above. The following values have been verified by in-house testing and the mounting hardware manufacturers'
data, which are available upon request. Panel support connections should be staggered, where possible, to
distribute load to adjacent members.
Modules in Landscape Modules in Portrait
Roof Zone Interior Ede Corner Interior Ede Corner
Max Vertical Spacing in 40 40 40 66 66 66
Max Horizontal Spacing in 48 48 48 48 48 48
Cantilever in 16 16 16 15 14 15
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 Iby 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.
i
Regards, \\\��P,��VIE VV`N
\
J. Matthew Walsh, PE * N 84R 3y
FL License No. 84923
� _
p STATE OF /�
�jO�F, 'ctORIV ' ���
ss/ONAL'�?G��\
�/111111111\
09/09/2020
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Page 2 of 2 v,vi n A
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vivin �< <�� � 1c�Of1 V'�Ashton Blvd.
t�'..�y �<�-- . Lehi, CST 84043
Structural Group
J. Maifhew Walsh, PE Kirk M.�Ne/son, SE Samuel Brown, PE-Civil
Lk ector of Engineering Structural Engineering Structuraf Engineering
james.waish@vivintsola,r.com ki k nelson@vivintsolar com sam.brown t@vivintsolar com
Structural Design Criteria
Project Address Date: September 9,2020
Paz Residence
7643 Merchantville Cir
Zephyrhills,FL
5-6448758
Residencer E a si9��
Risk Category II y
Roof Area 3084 sf * N 4 ;
Upper Floor Area 0 sf —
Number of Stories 1 10
STATE OF ,� z
Mean Roof height 15 ft —i ® '.
Upper Floor height Oft ��j� �' �tOR1OP='�G�����
Location Parameters AL
Latitude
Latitude 28.268349 ���igy291Wq►►\��\
Longitude -82.17918
Site Class D(Default)
Risk Category II j
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 I ASCE 7-10 Eq.7.4-1
Seismic Parameters
SS= 0.068 g 0.2 sec Spectral Response Acceleration
SI = 0.035 g 1.0 sec Spectral Response Acceleration
Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1
F = 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 0.073 g� Short Period Design Spectral Acceleration
SDI = 0.056 g; 1 Second Period Design Spectral Acceleration
Page 1 of 4
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 27.0 deg
Product Information
No.of Panels 31
Weight 3.00 psf, including mounting system
Installed Area 562.7 ft2
No.of Connectors 41
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."
i
2015 IRC Section AJ501.4 states:
"The minimum design loads for the structure shall be the loads
japplicable 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."
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Page 2 of 4 ® }
v' '`' ``� � 1800 W Ashton Blvd.
:� � 'i Lehi, UT 84.043
Structural Group
J.Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown,PE-Civil
DiredcrofEngfneerfng .Structural Engineering Structural Engineefing
james.waish@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@_vivintsolar com
Mount Spacing Calculation
ASCE 7-10 Simplified Procedure for Components and Cladding
NDS Section 12
I
ICC Code Cycle 2015
Wind speed (V) 145 mph
Exposure Category D
Roof Slope (0) 27.0 deg
Effective Wind Area 20 sf
Least Horizontal Dimension 0.00 ft
Adjustment Factor 1.47
Topographic (Kt ) 1
Panel Dead Load (Pd) 3 psf
Ground Snow Load 0 psf
Flat Roof Snow Load (pf) 0 psf ASCE 7-10 Eq. 7.3-1
Slope Factor(CS) 0.72 ! ASCE 7-10 Fig. 7-2b
Roof Snow Load 0 psf PfCs
Total Dead Load (D) 3 psf ! Panel Dead Load + Roof Snow Load
I
Portrait Landscape
Vertical Spacing (L) 67 in I 391in I Based on length of the panel
Wind Pressure Zone 1 Zon;e 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 sf 131 psf \*Kzt*Pnet30
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Fastener Type 5/16 in Yield Equations NDS Table 12.3.1A
Diameter 5/16 in I m ; 648 Ibs
Fasteners 1 I s 1222lbs
Embedment (Dpen) 2 1/2 in II 359 Ibs
Load Duration (Cd) 1.6 III_m 372 Ibs
Pullout per Inch (W) 235 lb/in III s ! 389 Ibs
IV j 1 336lbs
Uplift Capacity 939 Ibs DpenCdW
Shear Capacity 336 Ibs Based on equations from NDS 12.3.1A
Page 3 of 4
c
VI
' t �� , '� 1800 W Ashton Blvd.
. �! f Lehi, UT 84043
Structural Group
J.Matthew Walsh,PE Kirk M.Nelson,SE Samuel Brown,PE-Civil
Director of Engineering Structural Engineering Structural Engineering
james.waish�[,3a vivinmolar com kirknel4on@vivintsolar.com sam.brown c@vivinrsolar corn
i
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Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing)
Rock-It 547lbs 390lbs 1
Fastener Capacity 939 Ibs 336lbs
Controlling Capacity 547lbs I 3361Ibs
Portrait Zone 1 Zone 2 Zone 3
Uplift 45 in 43 lin 46 in
Shear 530 in 798 in 1595 in Capacity
Manufacturer or AHJ 48 in 48"in 48 in L*SIN(6)*D
Controlling Spacing 45 in 1 43;in 1 46 in
Landscape Zone 1 Zone 2 Zone 3 Capacity
Uplift 78 in 73�in 79 in L*0.6(D-W)
Shear 909 in 1367 in 2734 in Capacity
Manufacturer or AHJ 48 in 48;in 48 in L*SIN(A)*D
Controlling Spacing 48 in 48!,in I 48 in
Tributary Area (Atrib) Zone 1 Zone 2 Zone 3 Mount Spacing *Vertical Spacing
Portrait 21 sf 13 isf 7 sf
Landscape 13 sf 9 sf 4 sf
I
Demand in Uplift Atdb*0.6(Pd-W)
Portrait 547Ibs 547 Ibs 547Ibs
Landscape 338lbs 3591lbs 333lbs
Capacity in Upllift 547 Ibs 5471Ibs 547 Ibs Max Utilization=1.00
Demand in Shear Atrib*SIN(A)*D
Portrait 29lbs 18lbs 10lbs
Landscape 18lbs 121bs 6lbs
Capacity in Shear 336 Ibs 336 1Ibs 336 Ibs Max Utilization=0.09
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Page 4 of 4 , 1 ®
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Ontario
545 Speedvale Avenu
ENGINEERING DRAWING(mm) CS1H-330MS/I-V CURVES
Rear View Frame Cross Section A-A
A A
_IQO_ 12 12
--35
35
to ---- -- 70 --------- --- -------------------
Iul 8 ----- - --------'--- --------- _._ 8
a-4-1 7 _ _. _ _- _ _ _._--.--. 7
q.--..... .___- 4
Mounting Hole
2 ._ _ .._._ 2 _________ _______ ____
5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50
-- �crouna•ng Hole .A -(-- 1000 W/m' 5°C
�� 11 800 W/m� 25°C S
-- --- 400 W/m' 65°C
092
ELECTRICAL DATA STC* MECHANICAL DATA
CS1 H 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/LlQ 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-EVO2
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 WW,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/m'•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.
.........................................................................................................i
................................................................................................................................................................................................................................................
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
g
Sin �-le Phase -Inverter
• C
with HD-Wave Technology m
for North America TI
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US /
SE7600H-US / SE10000H-US / SE1140OH-US m
YEAR
p solar, •._ -.-:{�wo.,� WARRANTY
O solar3
i
•••• Soso
• ® 0
lilt
' - W -
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 8 9 �
® Single Phase Inverter'
with ®-Wave Technology for North America
SE3000H-US / SE380OH-US / SE5000H-US / SE6000.H-US/
SE760OH-US / SE1000OH-US / SE1140OH-US
SE300GH-US811 111 .00O .11 1111 411
OUTPUT
Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ i ✓ ✓ Vac
(211-240-264)
AC Output Voltage Min.-Nom:Max. ✓ ✓ ✓ I Vac
(183-208-229)
AC Frequency(Nominal) 59.3-60-60.50) Hz
Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 47.5 A
Maximum Continuous Output _ 16 I 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 I Vdc
Maximum Input Current @240VI2' 8.5 10.5 1 13.5 16.5 20 27 30.S Adc
Maximum Input Current @208VI21 - 9 1 - 13.5 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600ko Sensitivity
Maximum Inverter Efficiency 99 99.2 %
CEC Weighted Efficiency gg 99 @ 240V %
98.5 @ 208V
Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
Revenue Grade Data,ANSI C12.20 Optional("
Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL169913,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 8
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG f 1"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
Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 7.3/540 x 370 x 185 In/
(HxWxD) � min
Weight with Safety Switch 22110 25.1/11.4 26 2/11.9 38.8/17.6 Ib/kg
Noise <25 <50 I dBA
Cooling Natural Convection
Operating Temperature Range -13 to+140/-25 to+600I(-40°F/-40°C option)(" -F/-C
Protection Rating NEMA 4X(Inverter with Safety Switch)
"For other regional settings please contact SolarEdge support
-1 A-higher current source may be used;the inverter will limit its input current to the values stated
Revenue grade inverter P/N:SExxxxH-US000NNC2
"For power de-rating information refer to:https://wmnsolaredge.com/sites/default/files/se-temperature-deratir.g-note-na.pdf
-40 version P/N:SEx H-USOOONNU4
t SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All m
other trademarks mentioned herein are trademarks of their respective owners.Date:03/Z019N01/ENG NAM.Subject to change without non R9®111iSce. ill