HomeMy WebLinkAbout19-21104 CITY OF ZEPHYRHILLS
5335-8th Street 211
4/
(813)780-0020
' ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit#:21104 Issued: 4/16/2019 Address: 6621 WAGON TRAIL ST
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work:' 434-ADD/ALT RESIDENTIAL Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est.Value: Book: Page:
Cost: 24,550.40 Total Fees: 307.50 Subdivision: SILVERADO
Amount Paid: 307.50 Date Paid: 4/16/2019 Parcel Number: 05-26-21-0080-00600-0340
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT INC Name: DUNN, JEREMY CLIFFORD
Addr: 4931 N 300 W Address: 6621 WAGON TRAIL ST
PROVO, UT. 84604 ZEPHYRHILLS, FL 33541
Phone: (877)479-1670 Lic: Phone: 813-220-8954
Work Desc: INSTALL ROOF MOUNT PHOTOVALTAIC SYSTEM
APPLICATION FEES
ELECTRICAL FEE 210.00 BUILDING FEE 97.50
INSPECTIONS REQUIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL
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 such 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 permits 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 and Fee Must Accompany Application. All work shall be performed in accordance with City
Codes and Ordinances.
CONTRACTOR PER OFFI
PERMIT EXPIR S IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF " NOTICE / BUILDING
ZEPHYRHILLS DEPARTMENT
•
OF ADDITION OR CORRECTION
D • NOT REMOVE
ADDRE • DATE PERMITX le
CA /
S-- 7 C4
THIS JOB HAS NOT BEEN COMPLETED. a following additions or corrections shall be made before the job
will be accepted.
to •P �
It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE.CALL
cover or cause to be covered,any part of the work with flooring,lath,earth 78�-�� OR RE-INSPE ION
or other material,until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR
e
INSTR#2019044738 OR BK 9874 PG 1894 Page 1 of 1 _
03/18/2019 01:46 PM Rcpt:2037471 Rec: 10.00 DS:0.00 IT:0.00
Paula S. O'Neir P6t.D., Pasco County CCerk&ComptroCCer
Pernik No. Parcel ID No l)b—a la —Zl l —OD 7 D—0 00 034D.
NOTICE OF COMMENCEMENT
state Of Florida cagily of Pasco
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in eccvrdance with Chapter 713,Florida Statrotee,
the rclawlng Wontadon is pmvlded In thts Notice of Commencement
1. Deealption or Property. Parcel Identification No.
Strad ess Addr : CO 67.t.
2. Generd Desedpnw,d Improvemerd lnstallatanofamof-mountedsdEirphlwliiskSYsteI
3. Owner Information or Lessee hnfonnatian If the Lasses contracted forthe hnprovernent
Addmw City A state
lyderest in Property.
Name d Fee Simple TKohddor:
(If Mated from Owner fisted above)
Address City
q, contractor Vivint Solar Developer,LLC State
Name
5100 W Hanna Ave Tampa FL--33Q14
Address City State
C nuacWs Telephone No.: (813)359-1228
. 8. Surety
Noma
Addras3 "City State
Amount d Band:i Telephone No.:
S. Lender.
Name
Address City state
Lenders Tefepl ate No.:
7. Persons within the State of Florida designated by the owner upon witan nadcas or a8ter documents may be served as provided by
Section 713.13(1)(a)(7).Florida StahRea:
Name
Address Ply State
Telephone Number of Designated Person:
8 In addition to hhnaelf.the owner designalee d_
to receive a copy of the Uwars Notice as provided In Sedan 713.13(1 xb),Florida Statutes.
Telephone Number of Person or Entity Designated try'Owner.
9. Expiration data of Notice of Commencement(the expiration date may not be before the completion of Ca/ls+y��n a final payment to the
contra,but%WI be one year from the data of recording unless a Mb end data Is spacifk::
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION ONCE COMMENCIEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 71Z PART I. SECTION 713.13 FLOR 12A 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.
Unda penalty of pmlory.I declare die I have read the faegoing ndloa d co mnen ornent and Rat the fads ststsd therein ore hue to the beat
of my Imawledge and belef.
STATE OF FLORIDA
COUNTY OF PASCO
of Qwvff ar' orOwnersorLesseeraAuthorized
arorm
Sagnaoays Ti w
The foregoing Insbumard was adaimhadged before me thie'�day of QAfthL 2DtJby /G rGwa•/
�i as, `t)s..Jk-r (type of auNrcity.e.g.clilcor,tnmtee,attorney in fed)for
L��"•lk� (neon Ofon trelrelf d when In eacrtsd�
Personally Known Q$Produced IdmtfJlhatioir Notary Sgnetu _
Type d IdeatfR don Produced a�•1/71•Q/-tt3-d Name(Print) r
,s+ N&mV ftft state of Flofidrr ;
TunoMy A Hines
F�': MyF.xp COntrae OWtQBUZiGy9H1 WW GOZI014�,10e0
. . .-._
wpdauubcslnacecommermmerdpc053048
d
&TAT=OF FL.ORIBA,COLIN T Y OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORREC i COPY OF 1'HE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WIT' SS MY HAND FIC SEALT- -j
DAY OF
PA I ER MPTROLLER ''1
BY DEPUTY CLERK
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site:
Permit Type
Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall belept with the permit and/or plans.
APR 0 9 '2019
Kalvin Swit r--Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
_ 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting
n
Owner's Name v M U N Iv Owner Phone Number
Owner's Address tQ U 2, VV A C,0 N T2-A Z L S T Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address �l r� Y�
JOB ADDRESS l l!Z NI AGt U N 1 r—k A r L S r• LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR B ADD/ALT � SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL Q ;y�
DESCRIPTION OF WORK OF 17- lQ PH0IVv�L Ar 5LlISM' \ .
BUILDING SIZE SO FOOTAGE HEIGHT
UILDING $ O.►{Q VALUATION OF TOTAL CONSTRUCTION
ECTRICAL $ LNJ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION l ,
=GAS = ROOFING Q SPECIALTY = OTHER OAJ-Dc"✓
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
4fa
;S G yyy111
BUILDER COMPANY }'
SIGNATURE GISTEREDvfAr
Y/ N FEE CURREN Y/N a
Address License#
ELECTRICIAN COMPANY T c N,T A lzD
SIGNATURE REGISTERED lay N I FEE CURREN I Y/N
Address I QQ\N, HANNt9 }EVE 7-nHP)q 1 License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater 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 for all NEW construction.
It r&e c't i t s':
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C 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 PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland 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 "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YQ94NTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y UR OTICE OF ClaMMENCEMENT.
FLORIDA JURAT(F.S.117.03) Ily
OWNER OR AGENT CONTRACT
Subscribed and sworn to(or affirmed)before me this "Su c' ed t r i d re is
by ✓= by <C
Who is/are personally known to me or hasthave produced Who i pe nail now tp rye or has/have pro used
as identification. lA entification.
-,, �iIQ
Notary Public f� Cam" �'� Notary Public
Commission No. Commi Sion o.
jfr9r• JACQ(1C(N�94G&
Name of Notary typed,printed or stamped Name of Notary type to s 90 2?6467
9001 AAl;�nber 121 202 j
r 96t fhn+Troy Fein Ig6Ar@A99
� 1010
i
�1�!��i 'L..�'i a r 1800 W Ashton Blvd.
Structural Group Lehi, UT 84043
J.Matthew Walsh,PE Samuel Brown, PE
Senior Structural Engineering Manager Structural Engineer
james.walsh Ca-)vivintsolar.com sam.brown@vivintsolarcom
March 05, 2019
Re: Structural Engineering Services
Dunn Residence
6621 Wagon Trail St,Zephyrhills, FL
S-6063545; 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 is 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 and consists of the following:
• 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
8.02 PSF= Dead Load (roofing/framing)
2.59 PSF= Dead Load (solar panels/mounting hardware)
10.61 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.
• EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website
(www.ecofastensolar.com).
2. The solar panels are 1'/z"thick and mounted 41/2" off the roof for a total height off the existing roof of 6". At no
time will the panels be mounted higher than 6"above the existing plane of the roof.
Page T of 2 v;v1 nt s u l
Page 2of2
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 Solar: (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. 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 and is specified below. 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 335 267 247 566 451 417
D. Summary
Based on the above evaluation, with appropriate panel anchors being utilized the roof system designed on will
adequately support the additional loading imposed by the solar panels, if installed correctly.This evaluation has
been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida
Building Code- Residential 6th Edition, current industry standards and practice, and the information supplied to us
at the time of this report.
If there are any questions regarding the above, or if more information is required, please contact me.
\`0%111111////y
Regards, \ �,, ��cenrsF•.,!_
�J. Matthew Walsh, PE *
+,
FL License No.84923 aK^a ,►� —
' � STATE OF WNAL
IN
111111//
03/05/2019
1800 UU Ashton
UT v'vi n�s 84043
Structural Group
J.Matthew Whisk PE Samuel Brown,PE
Senior Structural Engineering Mangier Structural Engineer
{ames.wabh(d,MwnM1arcom sam brownftyWj=olarcom
Structural Analysis Report
Project Address Date: March 5,2019
Dunn Residence
6621 Wagon Trail St
Zephyrhills,FL
S-6063545
Residence
Roof Area 2763 sf
Upper Floor Area 0 sf
Number of Stories 1
Type of Construction Wood-Framed with Rated shear panels
Mean Roof height 15 ft
Upper Floor height 0 ft
Location Parameters
Latitude 33.841
Longitude -117.85
Site Class D
Risk Category II
Seismic Parameters
SS= 1.50 g 0.2 sec Spectral Response Acceleration
Sl = 0.55 g 1.0 sec Spectral Response Acceleration
Fa= 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1
Fv= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 1.00 g Short Period Design Spectral Acceleration
SD1 = 0.55 g 1 Second Period Design Spectral Acceleration
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 23.1 deg
Product information \\0\\
No.of Panels 36 \\\ .�'(14EMY
Weight 2.59 psf including mounting system \����Q;��GENsF. %P
installed Area 633.0 ft2 N 84 ,y
No.of Connectors 47 �
Summary STATE OF
o
Mexisting= 2717.51 lb-ft % � a P•,,•'`��`�
tORIO,. G ��
Mnew= 1028.91 lb-ft /////s 0NAi��\\\\3/5/2019
Total Stress Due to New Gravity Loads is less than Existing Loads.OK
Page 1 of 3 viv' ® 33 �
Existing Structural Elements Carrying Gravity Load
2015 International Existing Building Code Section 807.4
2015 International Residential Code Section AJ501.4
2017 Florida Building Code-Residential 6th Edition,Section AJ104.1
Existing
Roof Dead Load Roof Live Load
4 psf Composite Shingle 20 psf
2 psf 3/4"Plywood Sheathing
1 psf Roof Framing @ 24 in.o.c. Ground Snow Load
0 psf Ceiling,Mechanical,Electrical 0 psf
1 psf Miscellaneous
8 psf TOTAL
Wall Dead Load
8 ft Wall Height
300 ft Wall Length
12 psf Wall Weight
Additional
Roof Dead Load Roof Live Load with Solar Panels
2.59 psf Solar Panel Weight 0 psf
Total per Rafter
Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing
56.04 plf
Total New Roof Load=DLRooF+DLAoo+(LLRooF or Snow)x Spacing
21.22 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-62.14%
Total New Gravity Loads are less than Existing Loads.OK
20151EBC Section 807.4 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 requirements.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 Florida Building Code-Residential 6th Edition,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 71
'vit. `- ,
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
K,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 9= 23.1 deg
sanchor= 48 in Horizontal spacing of roof anchors
Atfib= 12.80 sf Panel Area tributary to each roof anchor
NON 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=AKztpneGo= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone] Zone 2 Zone 3
46 psf 72 psf 131 psf
Poet= 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
Amb= 12.80 ft-
DLpa„el= 2.59 psf
Zone 1 Zone 2 Zone 3
Wnplift= 46 psf 72 psf 131 psf
Plan=F.S.x Atrib x(0.6D-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-335.21bs -267.2lbs -246.9lbs
Connection Capacity
db= 5116 in Lag Screw diameter
Dpe11= 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
Ct= 0.7 Temperature Factor,NDS Table 10.3.4
W= 235 lb/in Withdrawal Capacity NDS Equation 12.2-1
W'=CD x Ct x W= 263 lb/in Adjusted withdrawal value
Pano,=Dpen x W'= 6571bs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 335 lbs 267 lbs 247 lbs
Max Load=0.510 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 'v! ® s!4
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1 5 12 25
Engineering, ® o
99232mm(39.05-) aomm(1.57) 942 t2mm(37.09") Current-Voltage 8 Power-Voltage Temperature Dependence
Curves(310 of Isc,Voc,Pmm
'I I I •I I •' 'I ;r t9u
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Voltage(V 1 Crll Temp—tutet°C)
1 s
Cell Type Monocrystalline PERC 156x156mm(6 inch) I
$ No.of Cells 60(6x10)
'. Dimensions 1650x992x40mm(64.97x39.06x1.57 inch)
I
Weight 18.5 kg(40.8lbs.)
3.2mm,Anti-reflection Coating, - -I
Front Glass High Transmission,Low Iron,•Tempered Glass
Packaging Configurations Frame Anodized Aluminium Alloy(Black)
(T.vo boxes=One Pallet) Junction Box ' IP67 Rated
26 pcs/box,52 pcs/pallet,728 pcs/40'HQ Container Output Cables 12 AWG,Length:900mm(35.43 inch)
Fire Type Type_1 - - -
Module Type JKM290M-60 JKM295M-60 JKM300fvl-60 JKM305M-60 JKM31 OM-60
- - STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT
Maximum Power(Pmax) 290Wp 216Wp 295Wp 220Wp 30OWp 224Wp 305Wp 227Wp 310Wp 231Wp
Maximum Power Voltage(Vmp) - _ 32.2V 30.2V 32AV 30.4V 32.6V 30.6V 32-SV 30.8V - 33.OV -31.OV I
Maximum Power Current(Imp) 9.02A 7.15A 9.1DA 7.24A 9.21A 7.32A 9.30A 7.40A 9.40A 7.49A
Open-circuit Voltage(Voc) 39.6V 36.6V 39.7V 36.8V 40.1V 37.OV 40.3V 37.2V 40.5V 37AV
Short-circuit Current(Isc) 9.55A 7.81A 9.61A 7.89A 9.72A 8.01A 9.83A 8.12A 9.92A 8.20A
Module Efficiency STC(%) 17.72% 18 02% 1 . -- -- 8.33% 18.63% 18.94%
Operating Temperature(°C) -40'C-+85°C
Maximum System Voltage IOOOVDC(UL and IEC)
Maximum Series Fuse Rating 20A
Power Tolerance 0-+3%
Temperature Coefficients of Pmax -0.39%,C
Temperature Coefficients of Voc -0.29%/°C
Temperature Coefficients of Isc 0.048%/C
Nominal Operating Cell Temperature (NOCT) 45t2`C
4 STC: -®EIrradiance 1000W/m2 i 'Cell Temperature 25°C '� AM=1.5
NOCT: 'JAclrradiance 800W/m2 ��Ambient Temperature 20°C' AM=1.5 Wind Speed 1m/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.
US-MKT-31OM-60 1.0 rev2017
S01car
So/arEd e
for g S�ngle Phase •
North America inverters
SE3000N'US I SE3g00H_U
SE7000H US S I SE500OH-US/S
-- E6000H_US I Al
solar
l+a Years ^ a
8 r Warranty;
OPtirnized i�stallati®n
Specifically de signed with HD-� a
Record signed
to work with
" Fixed voltage g efficiency power optimize�e technology
inverter for
NINE
• Integrated arc fault longer Strings
. ULT741 S protection and rapid
" Extr A certified,for CpU shutdown
.for
ernely small' C Rule 21 NEC 20
grid compliance 14 and 2017
" Nigh reliability, and easy to install outd per article 6
Built-in " Y Without a oors or indoors !
module-1 any electrol ors 90.11 and 69p.12
evel monitoring Ytic capacitors
Optional:Revenue acing ,
= .. grade data,ANSI C12.20 Class 0.5 0. o
accuracy)
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USA-CAN GFRM ` S%ADA_ ANY-UK.ITA(y-rHE NET Y�
SOUTH AERIC,;-POLAND-CZECH REPUBL,C HERtAplDS-IAPAN•CNINA-AUSTRAUA-1SRAE(-ERANCE- - ��V
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RP(GI UM-TURKEY•ip1DiA-RULGARIA-ROMANIA-HUNGARY-SWEDEN-
www-solaredge"us
solar=@@Single Phase Inverters for North America
SE3000H-US/SE3800H-US/SE5000H-US/SE6000H-US/SE760OH-US
SE3000H-US I SE380OH-US I SESOOOH-US I SE6000H-US I SE760OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 761 VA
............ ........09 ....... ................... ..................
Max.AC Power Output 3000 3800 5000 6000 7600 VA
................
................... ........
AC Output Voltage Min:Nom:Max.(183-208-229) ✓ f - Vac
. ........ ...
AC Output Voltage Min.-Nom.-Max.(211-240-264) ........ ........ ................. ........:......... ........ ........'�........ Vac
...........................I..........................
AC Fre uenc Nominal "
....... .... ........... .............................. ................... .....................59.3-60-605 Hz
Maximum Continuous Output Current 208V
................................................
Maximum Continuous Output Current 240V
1 16 21 25 ........32
.............................................. ... ......
.....A.......
GFDI Threshold 1 A
...................................................... ............................................... .................................................
Utility Monitoring,Islanding Protection, Yes
Country Configurable Thresholds
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
.............................................. .... i...................(......1180....... ...........
Transformer-less,Ungrounded Yes
..................... . ... ............... ................. . .......................................�
Maximum I. ut Volta e 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
.........................................................
Maximum.Input Current 208V i21 13.5 ' i. ........ ........ - A.
Maximum
.. ......Cur....ren...t........I'I....................... ................... ......... ......... ........ .. .....
Input 240V 8.5 10.5 13.5 16.5. � 20 Ad c
..............
Max.Input Short Circuit Current 45 A d c
........................................... ...................................................................................................�.
Reverse Polarity Protection ................................................Yes................................................
Ground-Fault Isolation Detection 600ksi Sensitivit
y
.....
Maximum Inverter Efficiency 99 99.2
.................................................... ...............
CEC Weighted Efficiency 99 ............... %
..................................................... ..................................................... ............
Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
......................................................... ................................................................................................... ... ........
Revenue Grade Data,ANSI C12.20 Optional1
Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
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 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
..... .. .................I ........................... ...... ................................ ......
Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 i
.... .... ........
NoiseWeight with Safety Switch.............................�................22/10..............<25 25.1/11.4....I............ 26.2 11:9:NatuOral.....�..Ib./Itg...
dBA....
convection and
Cooling Natural Convection internal fan
(user
replaceable)...
Operating Temperature Range -13 to+140 j:25 to+600)(-40•F/-40'C option)(') -F/•C
Protection Rating NEMA 3R(Inverter with Safety Switch)
.. ......... .... .......... . ... ....... .......... . ....... ........ .. ....... . .........I............
ul For other regional settings please contact SolarEdge support
i'l A higher current source may he used;the inverter will limit its input current to the values stated
nl Revenue grade inverter P/N:SExxxxH-US00DNNC2
i'1 Power de-rating from 50'C
Is)-40 version P/N:SExxxxH-US000NNU4
From, s
c-SolarEdge ••