HomeMy WebLinkAbout19-21020 CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 21020
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit#:21020 Issued: 3/27/2019 Address: 6679 WAGON TRAIL ST
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: ELECTRICAL MISC Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 17,732.00 Total Fees: 195.00 Subdivision: SILVERADO
Amount Paid: 195.00 Date Paid: 3/27/2019 Parcel Number: 05-26-21-0080-00600-0400
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT INC Name: MARTINEZ, JASMINA& RAIVEN
Addr: 4931 N 300 W Address: 6679 WAGON TRAIL ST
PROVO, UT. 84604 ZEPHYRHILLS, FL 33541-2559
Phone: (877)479-1670 Lic: Phone: 813-480-9596
Work Desc: ROOF MOUNT PHOTOVOLTAIC SYSTEM
APPLICATION FEES
ELECTRICAL FEE 195.00
INSPECTIONS UIR D
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL
i
REINSPECTION FEES:(c)With respect to Rennspection 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.
(ILA F)
C CAR PER OFFI
PERMIT XPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
i
CITY OF / / BUILDING
ZEPHYRHILLSNOTI-CE .
DEPARTMENT
OF ADDITION OR CORRECTION
D • NOT REMOVE
ADDRESS DATE PERMIT#
THIS JOB HAS NOT BEEN COMPLETED. he following additions or corrections shall be made before the job
will be accepted.
v eo
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 780-0020 FOR RE-INSPECTION
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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact for Pertnittin 13 B \Q 0�.j I-
Owner s Name rA ry E NH A 2r=N Owner Phone Number (0 13/ Ll b 0
Owner's Address Q NA t L S 1. Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address �-
JOB ADDRESS U (p-i W A Cc tr�O fV rt P,r L S r. LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAMEQ STEEL Q t� tt� e 0 o f
DESCRIPTION OF WORK 114 � d F' A ROOF
"H O� I-Ob P�0 `-V VO LIRE L
BUILDING SIZE I = SO FOOTAGE= HEIGHT
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA I TIN
Address (( License#
ELECTRICIAN �r Jam` COMPANY V v T N T S 6 L A P—
D E,v E O ►Z
SIGNATUR REGISTERED N FEE CURREN I Y/N
Address 51 On W. HRNWA Q e•TAMP License# E G 13�10 /
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address I License#
I
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA 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 subdivisions8arge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.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.
Directions:
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 property 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 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 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"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.
- 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 YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEIgENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
U�.
Subscribed and sworn to(or affirmed)before me this Subscribed and swor p jgr of i d)J�efr pi t is (`�^'1
by by /A ,� d(�v
Who islare personally known to me or haslhave produced W 's/ar e,onall w me or haslhave produce
as identification. as identification.
Notary Public Notary Public
Commission No. Comm on No.
Name of Notary typed,printed or stamped Nam �prin a r,gt�lpt yi��
INSTR#2019044739 OR BK 9874 PG 1895 Page 1 of 1
03/18/2019 01:46 PM Rcpt:2037471 Rec:10.00 IDS:0.00 IT:0.00
PauCa S. O'Neil P6LD., Pasco county orerk&comptroller
Permit No. Parcel IDNe _ —d 1—boat) — ooj g IlJ—U4vv
NOTICE OF COMMENCEMENT
state of Florida County of' Pasco
THE UNDERSIGNED hereby gives notice that improvmrnent will be made to certain real property,and hi accordance with Chapter 713,Florida Statutes,
the fc9aring Information is provided in the Notice of Cortunemxment
1. Deso"m of Property:Parrot Identification Nm
ShastAddtes
�
2. General DescdpW cf Improvement Installation Of a roof-mounted solar photo"Ditaid system
& OwnerrIIrriamatlon or Laeaes information If the Lessee contracted forthe Improvement
P.i�I�� WQ-rr.a.t �P0.rl .S�' lVt.lj1 FL—
Address City stare
Intmest in Property.
Name of Fee Simple Titleholder
(If different horn Owner listed above)
4. Adc dress or Wnt Solar Developer,LLC city State
Name
5100•W Harms Ave Tampa FL--2N,14
Address City state
Contractor's Tdapherre No_ (a13)359-122B
5. Surety:
Nerne
Address MY Slide '
Amount of Bond:$ Telephone No.:
8. LaMar
Name
Address City State.
Landers Telephone No:
7. Pasam.within the State of Florida designated try the owner upon whom natices or other documerrb may be served as provided by
Sedum 713.13(1xa)(7),Florida Stetutas
Name
Address• city state
Telephone Nornber el Designated Person
8 In addition to hYimelf,the owner designates of
to receive a copy of the UeroYs Notice as provided In Section 713.13(1)(b),Florida Stehdes
Telophom Nranber of Person or Entity Daetgrrated by Owner:
9 Er#ratlar date of Notice of carmmeccement(the expiration date may not be before the completion of cam on and rml erd to the
canbactor,but will be acre yearftan the data of recording urdess a di ferent date is spedtledr.
WARNING TO OWNER ANY.PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THEN CEO COMMENCEMENT
ARE CONSIDERED'IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1. SECTION 71&1& 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 LENOM OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under
lar�ted� beHlI declare Bert I have read the foregoing of commen emend and diet the farts stated therein ate tam to Me best
afnvy
STATE OF FLORIDA Y
COUNTY OF PASCO '
. ar Owners or Lessee's Authorized �
irectlorm
offica
Silinatory
Titiar
The foregoing frmtnanent vise acknowledged babe me rids'Iday of A s 20 V�
as (hype of suit",e.g.,officer.trusme.attorney In fact)for
(name of pony on fished whom ins ell was esaarted).
Personally Known❑ Produced Identificafbn%_ Notary Sl jnabae^
Type of Identification Produced—`12o�$C Name Wrin t)
Notary Public State of 03,ride ;
a4 Timothy A times
y•_ My Commission GG 14798E
+�jona► Expires 09=Q021
ant_pcD53048 \.
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�XC���D
u.TATEE�OF F',ORIDA, CoUav i Y OF F'a�S(;o
THIS IS TO CERTIFY THAT THE FOREGOING IS A •�
TRUE AND CORREC T-Copy OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE 4
WIT F I SEAL T�I I
S MY HAND ��
$,� � ••
OF
PA
O' E ERK MPTROLLER �' o
DEPUTY CLERK
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Vivint s,�� � r 1800 W Ashton Blvd.
-J Lehi, UT 84043
Structural Group
J.Matthew Walsh,SE, PE Samuel Brown, PE
Senior Structural Engineering Manager Structural Engineer
james.walshL7a vivintsolar.com sam.Brownt?a vivintsolar.com
March 12, 2019
Re: Structural Engineering Services
Martinez Residence
6679 Wagon Trail St,Zephyrhills, FL
S-6068950; 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 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
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. Required Structural Repairs
The analysis performed has indicated that the existing roof will require the following repairs prior to installation of the
photovoltaic array:
I
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), or with (2) 16d sinker nails into the end-grain of the block.
Page 1 of 2 v'v'nt. „j J I
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Page 2 of 2
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 11/2'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.
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 369 294 271 623 495 457
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 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.
HE IM
Regards,
J. Matthew Walsh, PE :* N 84
FL License No. 84923
STATE OF ;
0 ,
/SS,ONAL
1/l 11 111
03/12/2019
v'v'nt® ,S
sl1 ,Y�
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vivint s' cr 1800 W Ashton Blvd.
• s"` i '! 'a Lehi, UT 84043
Structural Croup
J.Mafthew Walsh,PE Samuel Brown,PE
Senior Structural Engineering Manager Structural Engineer
7ameavmish(a),vivinmolarcom sam brown(Mvivinmolar com
Structural Analysis Report
Project Address Date: March 12,2019
Martinez Residence
6679 Wagon Trail St
Zephyrhills,FL
5-6068950
Residence
Roof Area 2423 sf
Upper Floor Area . 1817 sf
Number of Stories 2
Type of Construction Wood-Framed with Rated shear panels
Mean Roof height 25 ft
Upper Floor height loft
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
SI = 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
SDI = 0.55 g I Second Period Design Spectral Acceleration
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 22.4 deg ,
Product Information
No.of Panels 26
Weight 2.59 psf including mounting system �%c E N s�.;9�
tS�
Installed Area 457.2 ft2 �' S
No.of Connectors 34 * i`1c�84 3
Summary C,� STATE OF ;� =
Mexistin = 2876.671b-ft �� �'��
g �j COR1O,.
Mnew= 1089.171b-ft ss NA I �1\?\\\3\12/2019
Total Stress Due to New Gravity Loads is less than Existing Loads.OK
Page 1 of 3 viv1 ns
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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 Floor Dead Load
4 psf Composite Shingle 20 psf 7.50 psf Floor Finishes
2 psf 3/4" Plywood Sheathing 3.30 psf 1 1/8" Subfloor Sheathing
1 psf Roof Framing @ 24 in.o.c. Ground Snow Load 3.40 psf Joists @ 16'o.c.
0 psf Ceiling,Mechanical,Electrical 0 psf 15 psf Partitions
1 psf Miscellaneous 3.60 psf Ceiling,Mechanical,Electrical
8 psf TOTAL 1.25 psf Miscellaneous
34 psf TOTAL
Wall Dead Load
8 ft Wall Height Floor Live Load
300 ft Wall Length 40 psf
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+DLADD+(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
2015 IEBC 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."
i
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 v'v'
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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
= 1.61 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
Kn= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 22.4 deg
sanehor= 48 in Horizontal spacing of roof anchors
At b= 12.80 sf Panel Area tributary to each roof anchor
Pnet30 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= \KztPn.t30= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
51 psf 79 psf 144 psf
Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 51 psf Use 79 psf Use 144 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
Atrib= 12.80 ft`
DLpanel= 2.59 psf
Zone 1 Zone 2 Zone 3
Wnpha= 51 psf 79 psf 144 psf
Pia,=F.S.x Atrib x(0.61)-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-369.0lbs -293.6lbs -270.91bs
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
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
Panow=Dpen x W'= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 3691bs 294 lbs 271 lbs
Max Load=0.561 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 v, '
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LINEAR PERFORMANCE WARRANTY
ISO9001:2008 Quality Standards 10 Year Product Warranty • 25 Year Linear Power Warranty
•
•ISO14001:2004 Environmental Standards
•OHSAS18001 Occupational Health&Safety Standards
Nomenclature:
®taowarrantyLinear performance warranty
JKM31 OM- 606 U97% ggartf Standard performance warranty
null 8 White e1 95% �n8�VarVe from Jrpko
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LISTED co years
1 5 12 25
Engineering Prawings, a ■- s-•. •.
992±2mm(39.06') 40mm(t.5T) 942±2mm(37.09.) Current-Voltage&Power-Voltage Temperature Dependence
_ A� _ Curves(310M of Isc,Voc,Pmax
IIIII I' !I!11I'll II --- tm
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NJ -50 -25 . 25 SO 75 tW
Voltage(V) Crll Tempemture('q
Mechanical Characteristics,
Cell Type Monocrystalline PERC 156x156mm'(6 inch)
No.of Cells - - - -- - -60(6x10) - - -----'
Dimensions 165Ox992x4Omm(64.97x39.06x 1.57 inch)
a -------L' - Weight 18.5 kg(40.8 lbs.)
A� Front Glass - - - 3:2mm,Anti:reflection Coating,
High Transmission,Low Iron,Tempered Glass
Packaging Configurations - w Frame Anodized Aluminium Alloy(Black)
(Two boxes=One Pallet) w Junction Box, -nr IP67 Rated
26 pcs/box,52 pcs/pallet,728 pcs/40'HQ Container Output Cables 12 AWG,Length:900mm(35.43 inch)
Fire Type- -- - T — - Type_1
Module Type JKM29OM-60 JKM295M-60 JKM30OM-60 JKM305M-60 JKM31OM-60
SIC .NOCT STC NOCT STC NOCT STC NOCT STC NOCT {
Maximum Power(Pmax) 290Wp 216Wp 295Wp 220Wp 30OWp 224Wp 305Wp 227Wp 310Wp 231 Wp
Maximum PowerVoltage'(Vmp)- — 32.2V •3O.2V 32AV 30AV 32.6V 30.6V 32.8V 30.8V 33.OV '31.OV,
Maximum Power Current(Imp) 9.02A 7.15A 9.10A 7.24A 9.21A 7.32A 9.30A 7.40A 9.40A 7.49A
Open-circuit Voltage(Voc)_ - -4 39.5V _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% 18.33% 18.63% 18.94%
Operating Temperature(°C) -40°C-+85°C
Maximum System Voltage 1000VDC(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%PC
Nominal Operating Cell Temperature.(NOCT) 45±2°C
*STC: IN.Irradiance 1000W/m2 19i Cell Temperature 25°C ' J) AM=1.5
NOCT: i4c1rradiance 80OW/m= 1I Ambient Temperature 20°C AM=1.5 ) Wind Speed 1m/s
" Power measurement tolerance:±31
CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.
L Jinko Solar Co., Ltd.All rights reserved. Specifications included in this datasheet are subject to change without notice.
US-MKT-310M-60 1.0 rev2017
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SE3066 _
SE76 p pN US 1 SE380OH_US 1 SE
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grate
" UL uIt Protection gs '
dw Extreme/
SA certified, for and rapid shutdown
ExtremelY small CPUC Rule for NEC
21 grid EC 2014 and 2017
High reliabilit and easy to in
compliance per ar• f
Built-- Y with outdoors or indoors -article 690.11 I
module- any electrolytic c ors and 690.12 1
.. Optional:Reve level monitoring apacitors
USA- nue grade data,ANSI C12.20 Class 0.5
Jr(0, accuracy) "4_11
SOUTH AFR1CA-P UK H RF_THE NETH 1
D(AND-CZECH REP ERCANUS-JppAN- d A�� Y
PUBLIC CHINA-AUSTRALI4-I r�/ e.
SRAEL-FRANCE-BE(Gf UM-TURKEY-iNDIA-BU(GARfA-ROMANIA-HUN
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wWw.solaredge,us
solar=se Single Phase Inverters for North America
SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE7600H-US
SE3000H-US SE380OH-US SE5000H-US I SE6000H-US I SE760OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 l 6000 7600 VA
.......P........g...................(......... ... ). ................... .......
Max.AC Power Output 3000 3800 5000 I 6000 7600 VA
........... ......................................... ........ . ........ ......... ......... ...................
AC Output Voltage Min:Nom:Max. 183-208-229 - ✓ Vac
............................................. .................. ................... ........................ .....
AC Output Voltage Min.-Nom: .........Max.(211-240:264) ✓ ✓ ✓ ✓ ✓ Vac
:............................ ........I...................,................... ...........
AC Frequency(Nominal) I 59.3-60..-60.51 I Hz
. ................
Maximum Continuous Output Current 208V 24 A
................................................... ................... ................... ...... ... ............
Maximum Continuous Output Current 240V 12:5 16 21 2S I 32 A
........ .
GFDI Threshold 1 A
......................................................... ................................................Yes....... ...............
Utility Monitoring,Islanding Protection,
Country Configurable Thresholds
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
Transformer-less,Ungrounded Yes
......................................................... ....... ............................. ....... ......... .. ....
Maximum Input Voltage............................... .......................... ....................480.................I...... Vdc
.......................
Nominal DC Input Voltage 380 400 Vdc
............
.... ....................................... ...................�..... ....
Maximum Input Current 208V"i 13.5 Adc
. ......... .... ...............
Maximum Input Current 240V Ili 8.5 10.5 135 16;5 20 Adc
.......
Max.Input Short Circuit Current 45 Adc
......................................................... ................................................................................................... ............
Reverse-Polarity Protection Yes
......................................................... .................. .................................................. ...........
Ground-Fault Isolation Detection 6001cst Sensitivity
......................................................... ................... ................................................. ,............
Maximum Inverter Efficiency ........99........I................................I....99...........I..................I........ ..... ..
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 Optional131.I............ .............................
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
....................................................... ..............................................................(..i................................. ............
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
I.. ....... .....
..........
......
.......................
...............
Weight with Safety Switch... .... ...... ............. ...................22/?�.... ......... I... .... ..1...... (..............26.2/11:9..... .... ... .."lb/......
Noise <25 <50 dBA
......................................................... .
Natural
convection and
Cooling Natural Convection internal fan
(user
replaceable),,.
Operating Temperature Range -13 to+140/-25 to+60("(-40'F/:40•C option)ts) •F/'C
.......... . . .... ..
Protection Rating I NE MA 3R(Inverter with Safety Switch)
........... .......... ...... ......... ......... .... ...........
ul For other regional settings please contact SolarEdge support
A higher current source may be used;the inverter will limit its input current to the values stated
ul Revenue grade inverter P/N:SExxxxH-USOOONNC2
Power de-r ating From 50'C
�sl-40 version P/N:SExxxxH-USOOONNU4
0 SolarEdge Technologies,Inc.All lights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDG E
are trade=rks or registered trademarks. .. -
Date:
e: a ��-
1800 W Ashton Blvd
TM Lehi, UT 84043
vivint-Solarelectricianlicensing@vivintsolar.com I
www.vivintsolar.com
Phone:801-845-0286 1 Fax: 801.765.5748
January 25, 2019
To Whom It May Concern:
I,the undersigned licensed contractor, authorize my employees, named below, to act on my
behalf on the performance of the actions listed below:
Catherine Russo
Ashleigh Janssen
James Quillen
Adam Mcauley
David Hamel
Approved Actions: Act on my behalf on any and all matters and dealings including signing plans,
paying for/picking up plans/permits, obtaining business licenses, etc. within the City of
Zephyrhills.
For questions concerning this authorization, please contact me directly by email at
electricianlicensing@vivintsolar.com or by phone at 801-845-0286.
Best regards, State of: Utah
County of:
Subscribed and sworn to before me this
0::5 day of m the year 201
Cody Cram
State Contractor License#EC13006740 Janee Lyne adfield, otary Public
Exp: 08/31/2020 My Commission Expires Oct.28,2020 i
C: 801-369-4950 0: 801-845-0286
i
JANEE LYNETTE HADFIELD
x�f � Notary Public
State Of Utah
My Commission Expires October 28,2020
° COM',il'SSION 9691767
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: V 1 Ve /0 �
Date Received:
Site: l� /
Permit Type: ,{-h54-A j1r4,0A O� Y'0 0� pot,'-'1il ys�e nl)
Approved w/no comments: ' Approved w/the below comments: ❑ Denied w/the below comments: El
I
i
i
This comment sheet s 1-1-be kept with the permit and/or plans.
MAR, 2 4 2019
Kalvin itzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)