HomeMy WebLinkAbout20-84 D �
►' ool City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BGR-000084-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 05/14/2020
Permit Type-: Building General (Residential)
Property Number Street Address
05 26 210080 00700 0020 6896 Silverado Ranch Blvd
Owner Information Permit Information Contractor Information
Name: JACK KOSSOW Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF
Class of Work:Electric Service ReplacemenU LLC
Address: 6896 Silverado Ranch Blvd Building Valuation:
ZEPHYRHILLS,FL 33542 Electrical Valuation:$5,632.00
Phone: (239)270-1715 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$5,632.00
Total Fees:$102.24
Amount Paid:$102.24
Date Paid:5/14/2020 11:10:49AM
Project Description
INSTALLATION ROOF MOUNT PHOTOVOLTAIC SYSTEM SOLAR
Application Fees
Electrical Permit Fee $68.16 Electrical Plan Review Fee $34.08
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 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.
CO;XC
TOR SIGNATURE PE IT OFFICEPERMIPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
•
City of ZiDphyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: V i. V I d , -5-, 1,,,- P"V,e /"p y
Date Received:
Site: U Gr 1 to Si )Vt Y-k ck 0 C y
Permit Type: l hS 11 A ^k.,�- ko �V VV
Approved w/no comments: Approved w/the below comments: 0 Denied w/the below comments: El
This comment sheet shal a kept-with the permit and/or plans.
MAY
E171-1 Ul
ate Contractor and/or Homeowner
*66
t/11 (Required when comments are present)
INSTR#2020067756 OR BK 10091 PG 2270 Page 1 of 1
04/24/2020 11:11 AM Rcpt:2156307 Rec:10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Pa.MIDNo.05-2-U=2.I —Q0J C `=00 "C)020
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 Chapter713,Florida Statutes,
the following information is provided In this Notice of Commencement
1. Description of Property.P�aJ�d I�dy on No. L / /, !
SaeetAddress: w'fl .V �:I�rG ff0 1 � ;yl, t/ Z(,Ph
2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system
3. Owner Information or Lessee information If the Lessee contracted for the Improvement:
S
lQP°II-_0 1�"ri I rQ�a g i�l'� � ro
Address city state _
Interest in Property:
Name of Fee Simple TNeholder. ry 'wn e
Of different from Omer fisted above) ,% � � y�
Address City State
4. contractor. Vivint Solar Developer,LLC a i
Name
5100 W.Hanna Ave. Tampa FL
Address City state �� ��
Contractors Telephone No.: (813)359.0834 ,r ,cr I
5. Surety.
Name
Address city state � � 0
Amount of Bond: $ Telephone No.:
6. Lender.
Name
Address City State
Lenders Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other doormats may be served as provided by Ud
Section 713.13(1)(a)(7),Florida Statutes: ¢ Lu ! O J J
Name to W LL tI1; �� U
0 � 5O =Id y r
Address city state Z U (f) J (N Z-)
Telephone Number of Designated Person: U) 0 C7 = UJ O Q
8. In addition to himself,the owner designates of (� U.l LL Z J {
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(6),Florida Statutes. LL. O Z. < y
Telephone Number of Person or Entity,Designated by Owner. ® U' ~ (> i
>- W u U LL LU
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of cans lion d fine^l p��ym/ent to the Im = O U LL- U
� Ian i_ � l— >- Lyn o
contractor,but will be one year from the date of recording unless a different date Is specified): I o 1 Z � Q. _
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTIC OF COMMENCEMENT C Q U �
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN �� U J r
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 } U co 0U
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Q kt L L.I 0
n ;: or-
Under
pe ahy of perjury,I dedare Ihat I have read the foregoing notice of commencemam and that the farts stated therein are true to the best t r rY lY Lr_
of my knowledge and hetief. �p LLI r-� O 0 UJ
STATE OF FLORIDA LL �� 'J "Y Q
COUNTY OF PASCO
o r o s or Lessee's Authorized �} � ('"
cedDirectorlPartner/M nor er f63 Cn ? .J
Sign �aSJ >-
The foregoing instrument was acknowledged hefore me this dey of 20
as (type of authority,e.g.,officer,busies,attorney In fact)for
(7 re4 fir t f J W ±) (name arty on behalf of whore instrument was execute
Personally Known❑QR Produced Identification
Notary SignaWre O,�
Type of Identification Produced `J r i V r S 'L� r�i U r y Gl U c.r Ii'�� i Name(Print) �
EN0111111,111111,110%
Notary Public Uft of Fiends
ExphM 1112M2OYJ
wpdatalbrsPoobcecommencemenlyc85304fy
o Io-rau Uuzv City of Zephyrhills Permit Application AA gRaax-sls-Tao-oo21
Building Department 4Mm W" wl& 7_2—
Data Received PhonecontactforPermit" i 35
Owners Name SIT V V Owner Phone Number (�-
Owner sss Addre Owner Phone Number F—
Fee Simple Titleholder Name Owner Phone Number {
Fee Simple TitieholderAddress
IVI
JOB ADDRESS f� /� /� LOT#-t/�pC�tt�l
SUBDIVISION PARCEL,o# V5'ab' - QQT0- Vd 100 � yV
(OBTAINED FRO.PROPERTY TAX NOTlcE,
WORKPROFOSED NEVyCONSTR� ADO)ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = !COMM � OTHER � 5yS fi
TYPE OF CONmucnON = BLOCK Q :,FRAME STEEL Q I DESCRIPTION OF WORK I VA1 nLSystM
BUILDING SIZE SQ FOOTAGE o HEIGHT
=BUILDING $
VALUATION OF TOTAL CONSTRUCTIk--
=ELECTRICAL
$4.15 05
AMP SERVICE Q PROGRE W.R.E.C.
PLUMBING S
=MECHANICAL is
VALUATION OF MECHANICAL INSTALLATION
=GAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS �� FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/N I FEECURPEN YIN
Address �- 7 License# /� /IF�j j 1 f
ELECTRICIAN COMPANY V i J d 10," b 4rdW�
SIGNATURE REGISTERED I YIN I FEE CURREN LKLN
Address License#I
PLUMBER COMPANY
SIGNATURE REGISTERED Y 1 N I FEE CURREn LZ 1 N
Address License#F 7
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREn LKLN J
`(
Address License# i
OTHER COMPANY =
SIGNATURE REGISTERED Y/ N I FEE CURREn
Address License#
11 [ ![ 1t11tI ! [ tt [ ! [ tiI [ t ! t ! t[ tlitl [! I [ It [ tt [ tI [ 1 ! tltllllt [ tttl ! [ tI [ I
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fors;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Farms.R-O-W Permit for new construction.
Minimum ten(10)wortdng days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required far all NEW construction,
. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . ... . . . . . ... . .. . . .
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERM"NG (copy of contract required)
Reroofs if shingles Sewers Service Upgrades AIC Fences(Plot/Survey/Footage)
Driveways-Not over Counter if an 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, If the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION 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$2,500.00 or more,I
certify that 1, the applicant, have been provided,with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone
other than the"owner",I cattily 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
vLql 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 certily,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,Welland Areas and Environmentally Sensitive
Lands,WaterA/Vastewater 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 Services/Environmental Health Unit-Wells, Wastewater Treatment
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone'.W unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone"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 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.
i
WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YO ytt*lTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YQI0R NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03) J
OWNER OR AGENT - - CONTRACTOR
Subscribed and swam to(or affirmed)before me this Sub ' ad swo a a beforem�q this
by
Who Ware personally known to me or hasihave produced are WSW— n a or hasihave produced
as Identification. as identification.
Notary Public Notary Public.
Commission No Commission No.-04t
1A nno a. AA,-r;11 1-
Name of Notary typed,printed or stamped Name of Notary l7ped,7'nrd.'M'.'Mpd
JA JA1M0 E SS QQUUIILLLLEE N
tt"C(t/IMISSION#GG033
007
EXPIRES Septembe,25,
2020
' i ® r 1800 W Ashton Blvd.
Structural Group Lehi, UT 84043
J. Matthew Walsh, PE Kirk M. Ale/son, SE Samuel Brown,PE-Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@_vivintsolar.com
April 17, 2020
Re: Structural Engineering Services
Kosso Residence
6896 Silverado Ranch Blvd,Zephyrhills, FL
S-6228538; FL-01
To Whom It May Concern:
We have reviewed the following information regarding solar panel installation on the roof of the above referenced
home:
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 Residence:
The existing residence 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
13.66 PSF= Dead Load (roofing/framing)
3.00 PSF= Dead Load (solar panels/mounting hardware)
16.66 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. Required Structural Repairs
The analysis performed has indicated that the existing roof will require the following repairs prior to installation of
the photovoltaic array:
Hip Framing - The mounting hardware is not designed to support the array with the roof framing running
horizontally (cross-slope). At locations where mounting hardware will be installed, install 2x4 blocks between
existing framing members. Each end of the blocks must be secured to the existing framing members with a
Simpson Joist Hanger, Simpson A34 Clip Angle on each side(2 total).
Page 1 of 2 ivi t• � a,!-
Page 2of2
D. 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.
3. The following mounting types shall be used. Please refer to the mounting details for the associated required
penetration depth. Based on our evaluation,' the pullout demand is less than the maximum allowable per
connection and therefore is adequate.
• EcoFasten with 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
Max Uplift Load Ibs 560 448 415 332 266 246
E.Summary
Based on the above evaluation,with the structural repairs completed as prescribed and appropriate panel anchors
being utilized,the roof system designed on will adequately support the existing system and 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, ���� '�'�HEw
J. Matthew Walsh, PE
, �
FL License No. 84923 * No 84
84
rye *�
STATE OF �
. �_1�
AL'��G��\
�JJJIIIIII\\
04/17/2020
iv'n d;ar
'mV
iv1 4suar , 1F00 VV Ashtan Blvd.
Structural Group Lehi, UT 84043
J.Matthew Walsh, PE Kirk M.Nelson, SE Samuel Brown,PE-Civil
Dkector of En9trmermg Structure!Engineering Stradurat Engineedng
fames.walsh@vn*imsolar corn kiiknelson@vivintsokr.com sam.brown@viWntsolar.com
Structural Design Criteria
Project Address Date: April 17,2020
Kosso Residence
6896 Silverado Ranch Blvd
Zephyrhills,FL \��\\111 11►///��/
S-6228538 \��\ ,��HE W
Residence ���Q°, NSF'q���i�
Risk Category II , y
Roof Area 261'9 sf * N 84 i
f
Upper Floor Area 0 sf —
Number of Stories 1 �'� STATE OF
Mean Roof height 15 ft �� O �4-Z�
Upper Floor height 0 ft •!cCOR10P-'(������
Location Parameters Latitude 28.2519066 //;/ NA IIj 14/17/2020
Longitude -82.2216623
Site Class D
Risk Category II
Existing Gravity Parameters
Roof Dead Load
4 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
14 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 3vivint.
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, n 27.0 deg
Product Information
No.of Panels 22
Weight 3.00 psf including mounting system
Installed Area 386.8 ft2
No.of Connectors 29
Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing
67.32 plf
Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing)
33.32 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-50.50%
Total New Gravity Loads are less than Existing Loads.OK
Code References
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 3 ivt
vi ® -_ U U
Wind Uplift
Simplified Procedure for Components and Cladding
ASCE 7-10,Section 30.5
V= 145 mph Basic Wind Speed
Exposure D ASCE 7-10,Section 26.7
A = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
Kn= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 9= 27.0 deg
Sanchor= 48 in Horizontal spacing of roof anchors
Aaib= 12.80 sf Panel Area tributary to each roof anchor
NOD Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1
Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1
31.5 psf 49.1 psf 89.3 psf
Pnet="'KnPneGO= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
46 psf 72 psf 131 psf
pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 46 psf Use 72 psf Use 131 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
DLpanel= 3.00 psf
Zone 1 Zone 2 Zone 3
Wnpllft= 46 psf 72 psf 131 psf
Amb= 12.8 sq.ft 6.4 sq.ft 3.2 sq.ft
Piab=F.S.x A ;b x(0"6D-0"6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-332.0lbs -265.6lbs -246.1lbs
Connection Capacity
db= 5/16 in Lag Screw diameter
Dpen= 2.50 in Lag Screw penetration into existing framing member
Southern Pine Species of wood framing
CD= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2
C,= 0.7 Temperature Factor,NDS Table 10.3.4
W= 235 Win Withdrawal Capacity NDS Equation 12.2-1
W'=CD x C,x W= 263 lb/in Adjusted withdrawal value
Pnllow.=Dpen x W,= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 332 lbs 2661bs 246 lbs
Max Load=0.505 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 i i n' I E
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10 Year Product Warranty • 25 Year Linear Power Warranty
Nomenclature:
JKM335M-60HBL
'- - ® Linear performance warranty
Code Cell Code Backsheel Code Call luQ°a
Standard Performance warranty
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Current-Voltage&Power-Voltage Temperature Dependence
Curves(315M of Isavoc,Pmax
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tMechanicat Characteristics
m ( _ Cell Type Mono PER C.D_iarrtond Cell(158.75 x 158.75-mm) j
No-of Half-cells 120(6x20) -- --
I
Dimensions 1684x1002x35mm(66.30x39.45x1.38 inch)
a__.___�; �, Weight 19.0 kg(41.9lbs)
e
front Glass 12mm,Anti-Reflection Coating, -'
High Transmission,Low Iron,Tempered Glass
• • • • • Frame Anodized Aluminum Alloy
Junction Box --_ - - --IP6T Rated ---^ - --
(-two pallets=One stack) _
30pcs/pallet,60pcs/stack,780pcs/40'HQ Container - Output Cables 12AWG,Anode 1525mm(60.04 in),
Cathode 1525mtn(60.04 in)or Customized Length
Fire Type - ---' --- - - -'- TYpe1- -- ----- ---- -i
SPECIFICATIONS
Module Type JKM315M-60HL JKM32010-601-11- JK1%`I325M-60HL JK1M330M-60HL JKM335M-60HL
STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT
Maximum Power(Pmax) 315Wp 235Wp 320Wp 239Wp 325Wp 242Wp 330Wp 246Wp 335-Wp 25OWp
Maximum Power Voltage(Vmp) 33.2V 31.2V 33.4V 3.1.4V 33.6V 31.6V 33.8V 31,8V 34.OV, 32.OV
Maximum Power Current(Imp) 9.49A 7.56A 9.59A 7.62A 9.68A 7.66A 9.77A 7.74A 9.87.4 7.82A
Open-circuit Voltage(Voc) 40:7V 37.6V 40.9V 37.8V 41.1V 38.OV 41.3V 38.2V 41.5V 38AV
Short-circuit Current(Isc) 10.04A 8.33A 10.15A 3.44A 10.20A 8.54A 10.31A 8.65.A 10.36A 8.74A
Module Efficiency STC(%) 18.67%' 18.96% 19.26% 19.56% 19.85%
Operating Temperature("C) -40'C-•+85"C
Maximum-System Voltage 1000VDC(UL)11000VDC(IEC).
Maximum Series Fuse Rating 20A
Power Tolerance 0-+3%
Temperature Coefficients of Pmax -0.36%/'C
Temperature Coefficients of Voc -0.28%/°C
Temperature Coefficients of Isc 0.048%/'C
Nominal Operating.Cell.Temperature (NOCT) 45±2"C
STC: ��:Irradiance 1000W/1112 'Cell Temperature 25'C rr� AM=1.5
NOCT: '.4:Irradiance 800W/m- Ambient Temperature 20'C 7"�._- AM=1.5 Wind Speed lm/s
* Power measurement tolerance:±3%
CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.
Jinko Solar Co., Ltd. All rights reserved. Specifications included in this datasheet are subject to change without notice.
JKM315-335M-60HL-Al-US
solar - •
SolarEdge Single Phase Inverters
for North America
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US /
SE760OH-US
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Fixed voltage inverte ' r longer strings
Integrated arc fault protection'and,rapid shutdown for NEC 2014 and 2d17,.per article 690:11 and'690.12
Aw UL1741 SA certified,for CPUC Rule 21 grief compliance
Extremely small'and`easy to install outdoors or indoors
WWI;
Frigh reliability without any electrolytic capacitors 1110111IRA
Built-in module-level'mpnitoring, wave
Optional: Revenue grade data;ANSI'C12.20 Class 0:5(0.5%,accuracy)
USA-CANADA-GERMANY-UK-ITALY-THENETH ERLANDS-JA PAN-CH INA-AUSTRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMAN IA-HUNGARY-SWEDEN- www.soiaredge.us
SOUTH AFRICA-POLAND-CZECH REPUBLIC
solar=@@Single Phase Inverters for North America
SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US
SE3000H-US SE380OH-US SESOOOH-US I SE6000H-US I SE760OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 VA
............................................................ .................... . ....... . ....... . ....... . .............
Max.AC Power Output 3000 3800 5000 6000 7600 VA
.Power ..................................... . .. . .............
AC Output Voltage Min__Nom:Max:(183:208:229). .........:......... ..........:......... .................... .................... .................... ....Vac
AC Output Voltage Min.-Nom_Max:(211:240-264).. .......:.�......... .........�......... .........'�......... .........�......... .........�......... ....Vac
. . . . . .. . . .....
AC Frequency(Nominal) 59.3-60-50.511 Hz
Maximum Continuous Output Current 208V 24....... A......
.............................. ............................ .................... . ..........:......... .............. ............ .................... ....................
Maximum Continuous Output Current 240V 12.5- 16 21 Z5 32 A
Continuous........................ . ... . ......................................... .............
GFDI Threshold 1 A
................................................. .................................................. ................................................. .............
Utility Monitoring,Islanding Protectiun, Yes
Country Configurable Thresholds
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
............................................................ .................... .................... ......................................... .................... .............
Transformer-less,Ungrounded Yes
............................................................ . .................................................. .............
Maximum Input Voltage 480 Vdc
............................................................ . ............................ ....................
Nominal DC_Input Voltage 380 400 Vdc
.............................. ....................I. I .................. ....................Maximum Input Current.240V nl....................... ...................1........10:5....... ....... 13.5.......1........16.5....... .........?�........ ....Adc.....
Max.Input Short Circuit Current 45 Adc
............................................................ ........................................................................................................ .....
Reverse-Polarity Protection Yes
............................................................ . .................................................. .............
Ground-Fault Isolation Detection 600kaSensitivity
............................................................ .................... . . . . .............
Maximum Inverter Efficiency 99 99.2 °Y
............................................................. .................... ................................................................................... .......
CEC Weighted Efficiency 99
g......... .............P.. ........................................................ .............
Ni httime Power Cansum lion <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigSee(optional),Cellular(optional)
........................................... ............................................................................ .............
_—_Revenue_Grade_Data,"ANSLCIZ 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 B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 0.75-1" Conduit/14-6 AWG
............................................................ ........................................................................................................ .............
DC Input Conduit Size/#of Strings/AWG Range 0.75.1" Conduit/1.2 strings/14-6 AWG
.................. ................................ .............
Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 in/mm
Wei with Safety Switch 22 J 10 ght 25 1/114 ...............26.2/11.9 I. /kg
Noise <25 <50 dBA
............................................................ ................................................................................... .................... .............
Natural
convection and
Cooling Natural Convection internal fan
-(user
. replaceable),,, .,
Operating Range 13 to+140/-25 to+60")(-40•F/-40'C option)151........... F/..0
cti Prot eon Rating NEMA 311(Inverter with Safety Switch)
In For other regional settings please contact SclarEdge support
in A higher current source maybe used;the inverter will limit its Input current to the values stated
131 Revenue grade inverter P/N:SExxxxH-1.15000NNC2
!"I Power de-rating from 50'e
M-40 version PIN:SExx H-USOOONNU4
Ro,Hi S
pr o SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED B
are trademarks or registered trademarks ofSolarEdge Tachnologles,Inc-All other trademarks mentioned herein
are trademarks oftheir respective owners.Date:09 0 O