HomeMy WebLinkAbout19-21100 CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 21100
/ ELECTRICAL PERMIT
':PERMIT INFORMATION LOCATION INFORMATION, 1,
F/ P�ermit
ermit#:21100 Issued: 4/16/2019 Address: 6565 WAGON TRAIL ST
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: 15,004.00 Total Fees: 240.00 Subdivision: SILVERADO
Amount Paid: 240.00 Date Paid: 4/16/2019 Parcel Number: 05-26-21-0080-00600-0270
CONTRACTOR INFORMATION OWNER-INFORMATION
Name: VIVINT-INC Name: SMITH, DOUGLAS ANDREW
Addr: 4931 N 300 W Address: 6565 WAGON TRAIL ST
PROVO, UT. 84604 ZEPHYRHILLS, FL 33541
Phone: (877)479-1670 Lic: Phone: (808)927-8742
Work Desc: INSTALL ROOF MOUNT PHOTOVOLTAIC SYSTEM
APPLICATION FEES
ELECTRICAL FEE 157.50 BUILDING FEE 82.50
INSPECTIONS REOUIROCI
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METE r
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 renspection,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 EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR'INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF / / / / BUILDING
ZEPHYRHILLSNOTICE
DEPARTMENT
OF ADDITION OR CORRECTION
D • NOT ' REMOVE
ADDRESS DATE PERMIT#
Me
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
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
I
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
0 Contractor/Homeowner:
Date Received: 7
Site: GA o
Permit Type: hS �1�7
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment shee lia11 be kept with the permit and/or plans.
APR 0 9 2019
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
n
J 813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021
Building Department
Date Received Phone Contact for Permitting
Owners Name -DOV Cl L A S S M 1 T-0 Owner Phone Number
Owner's Address Ul5 IS[S W A 6 0 N t K R S L S T Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
((�� I —r�
JOB ADDRESS C�5 LV J W A C,O N r R ALL S r• LOT#
SUBDIVISION PARCEL ID# O S -2Co 'Z I ' UO g 0 ' 0 0(a 00"6 270
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT SIGN 0 Q DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTON OF WORK -TNSmwPTT—Qfs QT pl-i() OVOL y�17C
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING $•Z Q O O. ((Q VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $i 2 O Q ZQ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING ( Jo dU
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING SPECIALTY = OTHER
0
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
•BUILDER �l rV COMPANY •� —•1 IA�F�--S O tfA
SIGNATURE r r�(((/// REGISTERED Y/ N FEE CURREN I Y/N
Address `] License#
ELECTRICIAN "COMPANY v 1 v L N r S O LA lZ b F—V E LOPE
SIGNATUR v l REGISTERED / N FEE CURREN Y/N
Address vl. NA AVE TAHPA License# I ECl 3000P7�(
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
IIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111111111111
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 ail 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 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 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"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 COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before me this subscribed and swom to(or affirmed)before me this
by by
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
INSTR#2019054409 OR BK 9882 PG 3006 Page 1 of 1
04/02/2019 09:27 AM Rcpt:2041918 Rec: 10.00 DS:0.00 IT:0.00
PauCa S. O'XeiC A.D., Pasco County Clerk&ComptroCCer
Perm No. Parcel ID Na-ea-cit.-at o&I 0
NOTICE OF COMMENCEMENT
State of Florida candy or Pasco
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real properly,and In accordance with Chapter 713,Florida Statutes,
the following Information is provided in this Notice of Commencement
1. Description of Properly: Parcel Identification No. � q ( .
StmetAddres9: (as'�.�' W C.A A,, _Frz 1/ -S -
2. General Description of lmprovement Installation of a roof-mounted solar p tovoltaic system
3. Owner Information or Lessee kmfnmation it the Lessee contracted for the Improvement:
D L =&44111
IV14 63M
Pb! InA�i 16'( 3,,1.n LN
Address city State
Interest in ProperV.
Name of Fee Simple Titleholder:
(If tfferent from Owner listed above)
4• Address
C ntracor: Vivint Solar Developer,LLC — -- cry stare
Name
5100 W Hanna Ave Tampa FL-33834
Address City State
cantmdnfs Teleptterhe No.: (813)359.1228
S. Surety.
Name
Address City State
Amount of Bond:S Telephone No.:
8. Lender.
Name
Address City State
Lander's Telephone No.:
7. Persons within the State of Florida designated by the owner upon wham notices or otter documents may be served as provided try
Seddon 713.13(1)(a)(7),Florida Statutes:
Nerve
Address City State
Telephone Number of Oesignated Person:
8. In addition to himself,the owner designates of_
to receive a copy of the Usnars Notice as provided In Section 713.13(1 Xb),Florida Statutes
Telephone Number of Person or Entity Designated by Owner.
9. E*ratlan data of Notice at Commencement(tie e)#adw dare may not be before the completion of la
final tan t to the
contractor,but will be one year from the data of receding unless a different data is specified): q= a I
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE'OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES. AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FlNANCING,CON T
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECO ING YOUR NOTICE OF COMMENCNM
Under penalty of perjury,i declare that I have read the fanegoing of Comm and the fads stated th true
of my lumWedge and befisE
STATE OF FLORIDA
COUNTY OF PASCO
ar Lessee's road
• edDl yen.. - ! .
Sigrrstony'sr _11cLa,,
The foregoinng instrument was acknowledged before me this day of rLk 2(_by r It c
as b W rl✓ -(type of authaNy,'a al8car,tastes,aft.ey in lad)for.,
�4, (na!naafpEirtvanbbhalf brtiinsftnmeM
Personally fCninwn❑ Produced Identificatil!on['�,. Notery Slgnatrrra
Type of identification Produced S
J`�IUL6 Name(Print) {�.tpRWJ 2 •41�
Notary Pubhc State of Florida.
° Timothy A Hines
,y • My Commission GG 141969
+lr�p�' Expires 0910M021
wpdat dbcslnatcemmmenwment_pco53048
STATE OF FLORIDA, COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITNESS MY HAND AND OFFICIAk SEAL THIS-
DAYJmtEPUTY
2 E; 2 f q
PA LA S.O'NETROLLER ,`
BY CLERK
Vtvt ® sf r 1800 W Ashton Blvd.
Structural Group Lehi, UT 84043
J. Matthew Walsh, PE Samuel Brown,PE
Senior Structural Engineering Manager Structural Engineer
james.walshr?a vivintsolar.com sam.brownCa-vivintsolar.com
March 25, 2019
Re: Structural Engineering Services
Smith Residence
6565 Wagon Trail St, Zephyrhills, FL
S-6064204; 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 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.
Page 1 of 2 vivi nt c,l El r
Page 2 of 2
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 335 215 120 566 362 202
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.
HE W
Regards,
84�2 i y
J. Matthew Walsh, PE No* , ����
FL License No. 84923
STATE OF (V
0'
F% •�tOR1OP.•GN��\��
/Illllllll\
03/25/2019
IVI lit 1 1800IN Ashton Blvd.
Lehi, UT 34043
Structural Group
J.Matthew Walsh,PE Samuel Brown,PE
Senior Structurat Engineerfng Manager Structural Engineer
james.walsh(aavivintsolarcom samhrortinayivi rsolarcom
Structural Analysis Report
Project Address Date: March 25,2019
Smith Residence
6565 Wagon Trail St
Zephyrhills,FL
S-6064204
Residence
Roof Area 2882 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
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 1 Second Period Design Spectral Acceleration
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 27.3 deg
Product Information
No.of Panels 22 �\\\ .�'(1'1 E W
Weight 2.59 psf including mounting system
Installed Area 386.8 ft
_ ' 's
No.of Connectors 29 = * Na, 84 2 + -
Summary `�� STATE OF ;•
Mexisting= 2769.22 lb-ft 6'j0.t�•,
,/ G
s •.ZOR10,. \N�
Mnew= 1048.49 lb-ft // SONAL
3/25/2019
Total Stress Due to New Gravity Loads is less than Existing Loads.OK
Page 1 of 3vivint.
)
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
I 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+DL,DD+(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."
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 AJI04.1 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; w P
t J 6
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
Kzt= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 27.3 deg
Sanchor= 48 in Horizontal spacing of roof anchors
Atrib= 12.80 sf Panel Area tributary to each roof anchor
Pnet3o 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 39.8 psf 44.3 psf
Pnet= \Kgp.et3o= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
46 psf 59 psf 65 psf
Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 46 psf Use 59 psf Use 65 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
Anib= 12.80 ft`
DLpanel= 2.59 psf
Zone 1 Zone 2 Zone 3
Wnpiio= 46 psf 59 psf 65 psf
Piag=F.S.x Atib x(0.6D-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-335.21bs -214.7lbs -119.9lbs
Connection Capacity
db= 5116 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'= 6571bs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 335 lbs 215 lbs 1201bs
i. CAPACITY= 657 lbs 657 lbs 657 lbs Max Load=0.510 OK
Page 3 of 3 iv'n ®
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LINEAR PERFORMANCE WARRANTY
IS09001:2008 Quality Standards 10 Year Product Warranty • 25 Year Linear Power Warranty
•
•IS014001:2004 Environmental Standards
•OHSAS18001 Occupational Health&Safety Standards
Nomenclature:
•, t00% ® IJnear performance warranty
.JKM310M- 60B 97% ggaltl Standard performance warranty
G.nudle BacksWhite et 95% onat va/ue from Jtnko So
B Black v 90% tarsy�ear
a3° t't'arrerlty
9
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LISTED o 1 s 72 25 years
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992±2—(99.06') 40—(1.57•) 942±2mm(37.09') Current-Voltage&Power-Voltage Temperature Dependence
A, _ Curves(310W) of IsC,Voc'Pmax
lil!Ililllll!II!;!iil!li!!!I!I _ ___ ,�
IIIII II IIIII Iliil IIIII II!N)
350 160
IIIII�� II!Il lilll lll!I IIIII "` a _ sw x 14°
3 25a u 1'0
HillI!i!!Ih1k I I!I II I! a Isc
Vaa
IIIII II !'II hill III!I!i! y 5a' v
t<
IIIII I! Il�li I!li 'III III!! lit,
. z
IIIII II IIIII III!i I�!!I i!III I II I I I
IIIII II Ills I IIII ° 5 ,° ,5 25 u
AJ __- �5p -25 0 25 50 15 100
valtage(v) Call T—p—ture(•C)
IT7mechanicat characte nstict
Cell Type, Monocrystalline.PERC 156x156m6.6'inch)
$I No.of Cells _. 60(6x10) —
j^ Dimensions 165Ox992x4Omm(64.97,x39.064.57 inch)
t L` _ Weight 18.5 kg(40.8lbs.)
Front Glass—� 3!2mm;Anti_reflection Coating,
High Transmissioh,;Low Ron,TemperedlGlass
a
Packaging CO11figuPationss PFrame - i Anodized Aluminium Alloy(Black)
(Two boxes=One Pallet) Junction Box T� —_�IP67 Rated
26 pcs/box,, 2 pc 5s/pallet,728 pcs/40'HQ Container � Output Cables—-- 12 AWG,Length:900mm(35.43 inch)
�`��
— Type 1t'SPECIFIC
a
Module Type JKM29OM-60 JKM295M-60 JKM30OM-60 JKM305M-60 JKM31OM-60
STC , NOCT STC NOCT SIC NOCT STC NOCT STC NOCT �_J
Maximum Power(Pmax) 29OWp 216Wp 295Wp 220Wp 30OWp 224Wp 305Wp 227Wp 31OWp 231Wp
Maximum Power Voltage(Vmp)—� 32.2V—30.2V_ 32.4V 30.4V - 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 1
Open-circuit Voltage(Voc)�—T S 39`5V _36.6V—� 39.7V —36.8V—_40.1V--37�OV__ _40.3V—37.2V—v-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
ModuleEfficiencySTC(1/0 ---- 17.72% 18.02% -_ --- 18.33°% 18.63% 18_94%�--- -�
Operating Temperature(°C) -40°C-+85°C
-Maximum System Voltage ---_-_--__ _------^-- _ —_---__—_~_ -- 1000VDC(ULand IEC)
Maximum Series Fuse Rating 20A
Power Tolerance 0-+3°%
Temperature Coefficients of Pmax -0.39%/°C
Temperature Coefficients of Voc 029%/°C _
------------ ------ -- --- -- - -------------- -------- --- -
Temperature Coefficients of Isc 0.048%1'C
Nominal Operating Cell Temperature (NOCT) - -'--_ ---- - - 45±2°C---
STC: V.Irradiance 1000W/m2 Cell Temperature 25°C AM=1.5
NOCT: :®cIrradiance 800W/m= Ambient Temperature 20°C -3 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.
US-MKT-310M-60 1.0 rev2017
Solari
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SolarEd ,
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North gmeri�a ase Inverters •
SE3000N_US 1 SE3$OOH-
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Nigh relisall and easy CPUn Rage�1 grid cornA.Weeown for NEC 2p14 and 2017
Sy to i outdoor Built-in ability without any electroi s or indoorsper article 690.11 and
_ module.lev ,Ytic ca 690.12
Optional: el monitoring pacitors,
_ Y _ Revenue grade.data
,ANSI C12 20
USA•CANADA• _ __ Class 0,5(C S%a } - IIIrr r�r
GERMANY-UK- CCuraCyt rrr e
SOU
AFR/CA-PoLA,V' TECH R pTHE C THERLANDS•,,,A NA• /
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HUNGARY•SyyEDEN-
www-solaredge.us
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Single Phase Inverters for North America
SE3000H-US/SE3800H-US/SE5000H-US/SE6000H-US/SE7600H-US
SE3000H-US SE380OH-US SE5000H-US SE6000H-US I SE760OH-US
OUTPUT
1
RatedACPower Output............................... .......300.0. .. 3800. 5000..... . . . . .00 VA
... ...... ....... .6.0........ ......A.
.....
3Max.AC Power Output 800 5000 6000 7
..................................................... .......3.. ....... ................... ................... ................... ......... ....... ............
AC Output Voltage Min:Nam:Max.(183-208-229) ✓ Vac
AC Output Voltage Min:Nom:Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac
................................................... ..........I........
AC Frequency(Nominal) 59.3-60-60.511 Hz
........................................................ ................... ................... ................... ................... ................... ............
Maximum Continuous Output Current 208V 24 A
Maximum Continuous Output Current 240V 12.5 16 21 25 32 A
..... ... .
GFDI Threshold I 1 A
...................................................... ............................
.................... ...............................................
Utility Monitoring,Islanding Protection,
Country Confi urabie Thresholds Yes
INPUT
Maximum DC Power.............................. 4650 5900 7750 9300 11800...... W
........
Transformer-less,Ungrounded Yes
...............p........ ............................... .................................................................................................I. ............
u Maximm Input Voltage 480 Vdc
Nominal
.........DC.......Input...Voltage..... .
............................... ................ .....................380......................................... .......400... ........ .....V.dc......
�
......................................................... ...................
Maximum Input Current 208V rn 13.5 Adc
......................................................... ................... ....... ............
...................
Maximum Input Current 240V t�l 8.5 10;5 13:5....... 16:5 20........ Adc
......... ............... ....
Max.Input Short Circuit Current 45 Adc
......................................................... ................................................................................................... ............
Reverse-Polarity Protection Yes
......................................................... ................................................................................................... ............
Ground-Fault Isolation Detection 600ko Sensitivity
.... m.I'n'.......................................... ................... ............
Maximum Inverter Efficiency ........99........ ......................I..............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 Optional
......................................................... ................................................................................................... ............
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
......................................................... ..............................................
.....
...........(.......................M.-q ....... ............
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............................. ................22/10................ ....25.1..1...... ............. ...:2/.1................. ..�...kg...
Noise <25 <50 dBA
.......................... ............................................................................... ................... ............
Natural
convection and
Cooling Natural Convection internalfan
(user
......................................................... ............................................... reP.laceable
........ ... ............
Operating Temperature Range -13 to+140/-25 to+60t'I(-40•F/-40•C option)(s) 'F/•C
.......
g.... ................................ .........................................(.......resit......ySwi................................. ............
Protection Ratin NENIA 3R Inverter with Safety Switch)
W For other regional settings please contact SolarEdge support
1:1 A higher current source may be used;the inverter will limit its input current to the values stated
U1 Revenue grade inverter P/N:SExxxxH-USOOONNC2
lal Power de-rating From 50'C
Isl-40 version P/N:SExxxxH-USOOONNU4
_Technologies,
are trademarks or rejistered trademarks
•Da'• 09 e •Technologies;/ENG NAM.Subject to change