HomeMy WebLinkAbout20-69 D
City Of Zephyrhilis PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BGR-000069-2020
.,Y Phone: (813)780-0020 Issue Date: 05/14/2020
j Fax: (813)780-0021
Permit Type: Building General (Residential)
Property Number Street Address
03 26 21 0220 00600 0160 6457 Ashville Drive
Owner Information Permit Information Contractor Information
Name: KEVIN RODZIEWICZ MARISELA Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF
DURAN Class of Work:Electric Service Replacement/ LLC
Address: 6457 Ashville Dr Building Valuation:
ZEPHYRHILLS,FL 33542 Electrical Valuation:$23,936.00
Phone: (732)570-0917 Mechanical Valuation:
Plumbing Valuation: ^�
Total Valuation:$23,936.00
Total Fees:$239.52
Amount Paid:$239.52 n/
Date Paid:5/14/2020 11:10:49AM (�I
Project Description
INSTALLATION SOLAR ROOF MOUNT PHOTOVOLTAIC j
Application Fees
Electrical Plan Review Fee $79.84 Electrical Permit Fee $159.68
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is,greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner:Your failure to record a notice of commencement may result in your paying twice for
improvements to your property.If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and'Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTO SIGNATURE PE IT OFFICE
PERMIT E IRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CA L FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
r
Date Received Phone Contact for Permittin-FYTFV
Owner's Name C Owner Phan.Number D
Owners Address q V Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address JOB ADDRESS 5 I /Y
a LOT#
SUBDIVISIONt,t �ARCEL ID# 63 ab 01 AD — 006 QO 'L!D
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR 8 ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL Q DESCRIPTION OF WORK .8 YV)tat
BUILDING SIZE SO FOOTAGE HEIGHT _ T v' -- "')
"
=BUILDING $ UATION OF TOTAL CONSTRUCTION
9PAMMFP
LECTRICAL $ SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ —
si
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N I FEECURREn
Address F License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y N FEE CURREn Y/N — —�
Address . License
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREn Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREA
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N I FEE CURREn
Address License#
1111111111111111111111111111111111111111111111I11111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Farms;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 Fortes.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
Drrecbons:-
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)-
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if an public roadways..needs ROW
9n _
NOTIG'c`OF OEEU:.tiESTR(CTtON5:.The.un$arst`_,�ed understands ttiaf thi§p`e"rititt tray'6e�sg6J'gcC� �eed"rnst<ictiorts"
ivtilcti iztay:be'ixtcjre:r+esfd#�re:tfran:Caunty iirgu(a#(oi .The undeisigined ash.respptisitri3iijf:fgrctnpSt2ctcawith any
appiicabie`deed restitcuorts:.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake.'4rotfc;;tl►e'y'.I tay,irectu.. ,t.i be licensed in accordance with state and local rtegufations 1f the
contrector.I_s,not ticenseat iis`i quir itby.td6ii,,bath:the•owner and contractor may be cited for a misdemeanor violation
ureter staterlaw. If;ttie owner ac.intended:co t odoo.-O vnar3rfairr as to,vuh gutieiiients may aAplyr;f�rthe
intended viror(t,.f(tajr'ace;a¢itised 0o contact;titfi`Pao:Gcuiity1
B0%
i[dfgg,insges3(on Ofvisioi - :icensfng Section at.727�84T-
8Q09 `Furrtfreirrsoro, if thei i%nriiar'fias Fd ed..a: ictd or..ccsi6adocs,,he is:advised,Ao Ilave the =ntrectin
pairtiOft of the:cantrad6r.SlaiW.gf',di(s.appllcation ra�r;which'�titey:w3il',be:respatisi6fei. tf`you,a3;flie owner sigit;:as':ttie
•oonhac0ar;that-may,,beian(ridlcaticri;Jhathe is;iiotAroperfy IIcei;s@d'•:and is noteittiltext'<tapeniti3t{rigiifvireges'tn.P_ascQ
CcrinCy:. ..
TRANSPORTATION IMPACT/UTIIXPES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands i
;that%1'rai ioRatlan lt>rpaafgesand!Reqourae_Rew siq..;Fees may ajxply to,d*`-iistriu rcir+otri ++i tiiritdiags change of
use inai;(sGrtg:tiiiitdaigs;or:ezparsgiaz of extsttiibuitigs;:as sperit(ed':(n Pasco'{:runty,OrrlFractce:c►urntisr, 33T and
911*07„di fibrided. The uitdersigned'atso uitderstr3ytds,tCtak such fees,as maybe dub,will 6e identtRW at the time of
;permitting: ttisfurtheeunderstcad tlwat`Tratfsporta3tarr impact Fees•arid Resciprca.Re'covery;t=eesiny"stbepaick•;pd`ocas
si�sceiving_a"cei�licabaa4;caaiparicy" tiaaf'.'Paweriailease:. tt`;theprujectdaias;notinvot+is;a�t�irb�icats�'�ofaceuAarttyoc t
tiipCWFd`releati0,t}tP ft38a inti tte paid prlorto pem�it issuance: 'Furtireimore�,ifPasco County WateFl$ewer'impad
;tees'aia doe:they nftist.6_e:pa(d prtorto.permttissuanae(n�acCgrdaRceitivitfi�`apgifi�ht®�t�asco Cnurrty or!d(irances..
CONSTRUCTIONLIEN`LAW{Chapteitl3,Ptartda.stahites;:aa amoadgdj ifvafuation'cfwcrtt'is'SZ;;$ti�:00iaFrnore,t ;
ii+that°I'.,;ttse.:a""p�irri ..traiie bean piovtded°viritfi a`caAy:•.of tt a'Etorrda Construe ofi Lien.f a+iy-=�toitie�%wtW,
l?rotect(an Gutde'jp;rpaieil'kiy tte Flaritla Dapactmerrt;CP,Agticultu and Consumer Y<f(airs,•1f tki®appl(cant'(s someone
othertharrtha"cv+metr°;t ceititfyitttat I tisive,gbtaiReda?cgQy gfgtfie'afigvadesailreil;daauriteirtandpib ;irt_goo!faith to
a'etiverlLta:tEia,."awnef pr(crto cainmencemenL.
:C!ONTRACTORI.W(OWNER'S;At'EtDAV(f 1I ce*-titai4ifihe106nmat3on Gr Ntis':appftc;atiboile eixudai0s,i nd that all"iergitc
w[ti'tie.done in,ccmpfiance wrtlr all applicable taws oagUtating oonst'uctTon iorifrig,anil;faiid:davetopnient: Appi(catEori•.Is
h6re y;risade:tii:=obtain;:a pertait:tit; a:.Worif aitd,irlstalratiart as indicated: t° tttat go eroifepr fn$taRatiat`;f�as
:camgrerrixtd pnor tti rsstiance of a pemitt•and`Hiat,atl.warlc;tniil be.perfoirtred to meststartdards of ah(aws"Mgulsting
canafructign„Ceeutty an¢Orly codes,.zontrtg iegulal(Qua aitd''AR taed.daveloprtreM,regu(at(erts In the jurisdtOl6n: I also
castltSi:that t;undetstand=tftat tha:regcitatiortsot:other ggverrtment agencies may apply to the int nded work,and that it is
resgonstLiitity;tafdentiPyrwtratacdntts Emusttatis tq'4e it compliance. Such agencies include but are not itmited to:
Deliarbment if Environmer Gypr`siss Bayheads,Wetland Areas and Environmentally Sensitive
Lands,Water/WastewaterTreatment.
Southwest Florida Water Management District-Wells, Cypress Sayheads. Welland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls,Dodos,Navigable Waterways.
Department of Hearth S Rehabilitative Services(Environmental Health Unit-Wetfs,Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agericy4tsfiestos abatement.
- Federril%AVI8ti�0nlAu�iotity�Rrttnvays:
I understand{hilt th"i(awfng:testrttitrlons applyi to the use of fill:
Use of.fill is not allowed in Floodilbne 1r unless expressly pennittod.-
if'the fi11 rttatertal tor:b"e usdd In Food Whit A, it is usiifei tad'ittat a'drainaget __ad Msitrg a `s
",Cgmp'etrtsatlisg'votuirra"yViit�_R.su mitted'•at;tini6rof permitting w(iEistlta pr8pared by a'prdCessicitaf;en$sneer
llcerisdd(iy fib.State df••�Ftaitda. . -
W11- fl(1!'material'f__.�`be used:'.ht Efaod; bnp"A"'tit cosuieCt3oit wi'ii permitted building using stem wall
fn8tttlCfoR.I C8tllrilllt�tt ?NF21'68us8{t'4t1ty;Gi at8 !WIIiR,ltteS�rit'WaI�.
tf-4f miw&Is::to:die;gp*d�1f.:eny,:area,l:ee (hat.use:9f;such',flit uui(I riot.adveCsely.aftect -dill, C
.properties. tf;use:of.titl,is,found to°adirer3ety afPsct adjacent properties;,the awtiar rijrtie:cited:'far viotaHrtg:
tiievcoisr#tior%s:oF tfte'�6tiittitng'getrriit;issueit�:un�er the•attaridte��peii:td�apq(it�tfo�;focT_ots.las_s_�ithsrt:o_iie.:('1');
If t airr,ttie AGEN i'FtJR 7FtE CWNd:.t?j:flll;aitrengiftee red;drairfage;pian js.ceuiik
this afhdaviQ`iior to i ictiiteii` cortstrjiZ. V1,
god
p tkia ccm:rtffe_ownn 'tlte.....
i foretaatri tfaw m
...:.... . . - - , ! ! :ark•
p,tinitiulg;signs;'•weifs.pdbta;.:air'c6»diiioning,gas,.otoffieriiistaitadons:-not;specd(cat(yi,(ntlitdedtm;the�.appUaatTan., A
I
paimit,issuddshallbe:cans"ed1o:b%a an"."Id ocit,praoeedwithttie'•uirarR,airdgctasau y;kcviolate,:
;'caricel;.a(tei;,ar
setaside arry Arovtsto`ns of:ttie tesxiiilcal:ca#des;norsha3i issuance;of a permti preverii.ttra i3yi[ding 41caaf.f:arrr thereafter
r_ ....rig a convenor of ermm in pianss,construction nrufo)ations d.an}'codes Every permit tssyed:shall become Invalid
tinfess:ttie work authorized by such perrnit is commenced within six rribrrths ofgerrrrit issuance;,;dcYif uvorli.authorized by
the.•permit`Cs.suspeittlsd;oratsandoitiigdfosaper(c¢:ofsiiE;(�);trrorths aftacthet#irieetitewrntcTs.ccinteerii7ed::,:An:e�dension
rsiay$ rom tt erequssDed,:3n writing;fie 8ui(drng t1fBc(al'ftrr a parted not;ta e3teaed'..ninety{50j;days;aitit'+ tdama5ratei`
jrishtiabte)c cruse for.th4a, x tisian- If.wA ceases forninety'(90)consecutive:0i"the job kf'i.siilered'abartdoiied.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING-TWICE FOR.iMPROVEMENT3_TO.YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
THYO WIURLENOER:ORAN`ATTG RNEV:BEFO C-C RDING�-YOU O CE. FCO
11.9Mg! ;JURATtF.3 jlllj 3}.
OWNER OR AGENT CO..(
subsaibedandsw=tn(erafitrmed}'beforemethis, S bedand. Cvr, imed}.bnfare; tbls
'
Wh'sLYartipar stsStY;tasgwnta:maortasihawt'pnsd "-' o. ara;per rtratiy, nto-meorhaslimaproduced
asldenlfAcntlon. uidentlNaatian.
Notary Public Y Natery Public
Commission No
Name of Notary tyW_1 printed-or stamped Name oFNatary typed;pdritad'ar stamp'ad -
JAMES QUILLEN
MY COMMISSION#GG033007
EXPIRES September 25,2020
INSTR#2020077148 OR BK 10101 PG 1923 Page 1 of 1
05/14/2020 09:28 AM Rcpt:2161548 Rec:10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel 10 No -��-a1�— 0-A0,0 -00130 D-01 6D l
NOTICE OF COMMENCEMENT
State of Florida County of Pasco
THE UNDERSIGNED hereby gives notice that Improvement wig be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following Information is provided In this Notice of Commencement:
1. Description of Property: Parcel Identification No. AA -
StreetAddress:' (4e� / nis��1�� V/✓ 2.a� {t ` 1�_�
2. General Description of improvement- Installation of a roof-mounted solar photovoltaic system
3. Owner Information or Lessee Information If the Lessee contracted for the improvement:
1�C.Lw �odrt,��u�w
Address - -- _.._ city
Interest in Property:
Name of Fee Simple Titleholder.
(If different from Owner listed above) r �'�•
Address City State .° `
4. Contractor. Vlvint Solar Developer,LLC •, I�
Name
5100 W Hanna Ave Tampa F -3 634
Address city State +u�
Contractor's Telephone No.: (813)359-0634
P to
5. Surety: r"9
Name cP �� ® z
Address C V
pR.riy State �
Amount of Bond: $ Telephone No.:
6. Lender.
Name
Address City State
Lender's Telephone No..** i
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name W
LtJ J W
Address City State i Ln W U) 0 U
Telephone Number of Designated Person: — LLL
L
(.D20 (=— Q
8. In addition to himself,the owner designates Of- ® Z_ U J N �
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. O O T ¢ O a-
LU
Telephone Number of Person or Entity Designated by Owner. U` 0 t Cn U 0
Q. � LL3zJ a'1
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of co 1 fan end fitnaal payment to the S ¢
contractor,but will be one year from the dale of recording unless a different date is specified): 117 �` l � U_
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT =' t11 LL-
O O u- J
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN U !L U -
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE I >- LLi U ///
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT I- d (Y 0 C&
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. C) j0. U Z I
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are We to the best I I— (— J ¢
of my knowledge and belief. ft 00 0 (,
( ! Z:) z O
fn
STATE OF FLORIDA _ ¢
COUNTY OF PASCO - (• rr- O O 0
Signature of nor or essee,or e s or Lessee's Authorized a U U ?
0 r/Direclar/Partn r/M gar, �7s tY 7
(YW-1'41/ ` t?u11G +- w ((nn ¢
Slgnatary'sTitlelO (� ¢ J W
e� s � z ~� }
The foregoing instrument was adcnovAed d before me this day of 2 by _
as (type of authority,e.g.,officer,trustee,attorney In fed)for �y 0 Z m
(name off•rty on behalf of whom in me was x led).
Personalty Known[19 R Pro01
d ced Iden-ti_ficetioon{L Notary Signature 1 '�1/1
Type of Identification P duced�V I✓W 'lr�U�YI. ,Name(Print)
?r•q?a��^.' NOW 7"Ay L.ALLEN
C mPub"C-State of Florida
mission
My Comm. FF 990389
Bonded through Nati na1 esmNota r'20Z0
ry Assn.
wpdata/bcs/noticerommencement,pc053048
V.
z
visola
r 1800 W Ashton-Blvd.
® Lehi, UT 84043
Structural Group
J.Matthew Walsh,PE Kirk M. Ale/son,SE Samuel Brown,PE-Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@vivintsolar.com kirk.nelson@vivintso/ar.com sam.brown@vivintsolar.com
March 20, 2020
Re: Structural Engineering Services
Rodziewicz Residence
6457 Ashville Dr,Zephyrhills, FL
S-6341243; FL-01
To Whom It May Concern:
We have reviewed the following information regarding solar panel installation on the roof of the above referenced
home:
1. Site Visit by a representative from our office under my supervision identifying specific interior and
exterior site information including the condition of the existing roof system and the size, spacing, and
condition of existing structural framing members. Information gathered during the site visit includes
photographs, sketches, and verification forms.
2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to
the existing roof.
Based on the above information, we have evaluated the structural capacity of the existing roof system to support
the additional loads imposed by the solar panels and have the following comments related to our review and
evaluation:
A. Description of Residence:The existing residence has typical wood framing construction with a maximum of two layers of composite shingle
roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard
construction components. The designed areas of the home consist of the following framing methods:
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
B. Loading Criteria
13.66 PSF= Dead Load (roofing/framing)
3.00 PSF= Dead Load (solar panels/mounting hardware)
16.66 PSF=Total Dead Load
20 PSF= Roof Live Load (based on local requirements)
Wind speed of 145 mph (based on Exposure Category D -the total area subject to wind uplift is calculated for the
Interior, Edge, and Corner Zones of the dwelling.)
C.Solar Panel Anchorage
1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below.
If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office
should be notified before proceeding with the installation.
• EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website
(www.ecofastensolar.com).
2. The solar panels are 1'/2" thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
Page 1 of 2 v'vint® , l a,per
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 with Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications
(NDS)of timber construction specifications for Southern Pine is 235 Ibs/inch penetration.
4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC
2303.4.5 verifying that the fasteners will not adversely affect the roof framing.
5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the
wind load uplift procedures of ASCE 7-10. These spacing requirements apply to all mount types indicated
above. The following values have been verified by in-house testing and the mounting hardware manufacturers'
data, which are available upon request. Panel support connections should be staggered, where possible, to
distribute load to adjacent members.
Modules in Landscape Modules in Portrait
Roof Zone Interior Ede Corner Interior Ede Corner
Max Vertical Spacing in 40 40 40 66 66 66
Max Horizontal Spacing in 48 48 48 48 48 48
Max Uplift Load Ibs 332 213 119 560 360 201
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.
Regards, \\\\\llI l II/////
V1 e w w,q///�i
J. Matthew Walsh, PE ��� �`,• ��� SF'•���i�
FL License No. 84923 � N 84
* �
pO STATE OF
7c�OR1OP' N#\���
\
�/I1111111\\
03/20/2020
i* *v vintsol
'1800 W Ashton Blvd.
Lehi UT 83
Structural Group '
J.Matthew Walsh,PE Kirk M.Nelson, SE Samuel Brown,PE-Civil
Director of Engineering Vradw&Engineering S&udtxal Engineering
James.waIsh@,vMhmoJar.com kirknelson&iWntsolar com sam brown@vivinLsolancom
Structural Design Criteria
Project Address Date: March 20,2020
Rodziewicz Residence
6457 Ashville Dr
Zephyrhills,FL \0%J I I I I I/////�
S-6341243 \\\\ ,��(VIEW
Residence
Risk Category II S
Roof Area 3461 sf * N 84 `
Upper Floor Area 0 sf _ Gib •G �
Number of Stories 1 STATE OF
Mean Roof height 15 ft p0 . Q-
Upper Floor height Oft �ijF� �'c�OR10Q:-'o\# ,
Location Parameters /////rs1ONAL ��\,IN
Latitude 28.25052 3/20/2020
Longitude -82.19784
Site Class D
Risk Category II
Existing Gravity Parameters
Roof Dead Load
4 psf Composite Shingle
2 psf 3/4"Plywood Sheathing
2 psf Roof Framing @ 24 in.o.c.
3 psf Ceiling,Mechanical,Electrical
2 psf Miscellaneous
14 psf TOTAL
Roof Live Load 20 psf Wall Dead Load
Ground Snow Load 0 psf 8 ft Wall Height
Flat Roof Snow Load 0 psf 300 ft Wall Length
12 psf Wall Weight
New Gravity Parameters
Roof Dead Load 3.00 psf Solar Panel Weight
Roof Live Load with Solar Panels 0 psf
Roof Slope Factor 0.7 Roof Slope Factor(ASCE 7-10 Fig.7-2b)
Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1
Seismic Parameters
SS= 0.068 g 0.2 sec Spectral Response Acceleration
St = 0.034 g 1.0 sec Spectral Response Acceleration
F3= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1
F„= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 0.073 g Short Period-Design Spectral Acceleration
SDt = 0.054 g 1 Second Period Design Spectral Acceleration
Page 1 of 3 Iv' t
d
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, n 29.0 deg
Product Information
No.of Panels 34
Weight 3.00 psf including mounting system
Installed Area 597.8 g2
No.of Connectors 45
Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing
67.32 plf
Total New Roof Load—DLRoor+DLADo+(LLRoor•or Snow)x Spacing
33.32 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-50.50%
Total New Gravity Loads are less than Existing Loads.OK
Code References
2015 IEBC Section 707.2 states:
"Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting
such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. EXCEPTTON 1.Structural
elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5 percent."
2015 IRC Section AJ501.4 states:
"The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous
condition is not created.Structural elements that are uncovered during the course of the alteration and that are found to be unsound or
dangerous shall be made to comply with the applicable requirements of this code."
2017 FBC Section AJ104.1 states:
"Detached one-or two-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive
reconstruction shall'not be required to be evaluated."
Page 2 of 3
1 ' ,
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
Kit= I Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 8= 29.0 deg
Sanchor= 48 in Horizontal spacing of roof anchors
Arab= 21.60 sf Panel Area tributary to each roof anchor
Pne130 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=AKztPnet3O= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
46 psf 59 psf 65 psf
poet= 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
DLpanel= 3.00 psf
Zone 1 Zone 2 Zone 3
Wuplift= 46 psf 59 psf 65 psf
Anib= 21.6 sq.ft 10.8 sq.ft 5.4 sq.ft
Play=F.S.x Atrib x(0.6D-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-560.3lbs -359.7lbs -201.0lbs
Connection Capacity
db= 5/16 in Lag Screw diameter
Dp.Il= 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
P.na„.=Dpe1 x W,= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= '560 lbs 360 lbs 201 Ibs
Max Load=0.853 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3vivint.
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jinkosolar.us - 1<®
Building Your Trust in Solar
Eagle �G2
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M.
ONO PMODULE
Positive p -r tolerance o
i
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KEY FEATURES
Diamond Cell Technology
Uniquely designed high performance 5 busbar mono PERC half cell
Higher Module Power
Decrease in current loss yields higher module efficiency
® Shade Tolerance
More shade tolerance due to twin arrays
® PID FREE
no-rare Reinforced cell prevents potential induced degradation
Q 4 4 41 Strength and Durability
Lpi, Certified for high snow(540OPa)and wind 1,2400 Pa)loads
• IS09001:2008 quality Standards
• IS014001:2004 Environmental Standards
• OHSAS18001 Occupational Health&Safety Standards
IEC61215,IEC61730 certified products LINEAR PERFORMANCE WARRANTY
1-111703 certified products
10 Year Product Warranty 25 Year Linear Power Warranty
Nomenclature:
JKM335M-60HBL
Code Cell TTTCode 6acksheet Code Call o too°o I® Linear performance warranty
null Full null White null Normal 97`o Aaa °;n Standard performance warranty
H Half B Black L Diamond 9ryal value frOm,/;nko
90% . Solar•SI.
C U` US z ea.larranty
LISTED
C E
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years
1 5 12 25
• • ®rawingsn s •- ®-•- •�
1 N.o*.gym
Iw I I�— — ° I li _ Current Voltage 8 Power•Voltage Temperature Dependence
A Curves(3151N) of Isc.Voc,Pmax
III I I III IIII III I ,i
III I � I I I IIII III I ;�
III III II I III I d g 3S0
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I I II I 11 III II I II III III I II a a
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III I III IIII III _ `a mo a t:,.
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m Cell Type Mono PE_RC Diam_ and Cell(158.75 x 158.75 mm_) I
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No.of Half-cells 120(6x20)
I•, L II Dimensions 1684x1002x35mm(66.30x39.45x1.38 inch)
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Weight 19.0 kg(41.9 Ibs)
A Front Glass 32mm,Anti-Low Iron,Tempe, —?
High Transmission,Lola Iron,Tempered Glass i
• • Configuration Frame Anodized Aluminum Alloy Packa -
(Two pallets=One stack) Junction Box IP67 Rated
30pcs/pallet,60pcs/stack,780pcs/40'HQ Containe Output Cables 12AWG,Anode 1525mm(60.04 in),
_ --_ Cathode 1525mm(60.04 in)or Customized Length
Fire Type Type 1
SPECIFICATIONS
Pi
Module Type JKM315M-60HL JKM320M-60HL JKM325M-60HL JKM330M-60HL JKM335M-60HL
STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT
Maximum Power(Pmax) 315Wp 235Wp 320Wp 239Wp 325kVp 242Wp 330Wp 246Wp 335Wp 25OWp
Maximum Power Voltage(Vmp). _ 33.2V. 1 2V 33.4V 31.4V 33.6V 31.6V 33.8V 31.8V 34'.OV 32.0V.. -
Maximum Power Current(Imp) 9.49A 7.56A 9.59A 7.62A 9.68A 7.66A 9.77A 7.74A 9.87A 7.82A
Open-circuit Voltage(Voc) - 40.7V 37.6V 40.9V 37.8V 41.1•V 36.0V- 41.3V 38.2V 41.5V -38.4V
Short-circuit Current(Isc) 10.04A 18'.33A 10.15A 8.44A 10.20A 8.54A 10.31A 8.65A 10.36A 8.74A
Module Efficiency STC(%) 18.67i91. 18.96% 19.26% 19.56% 19.85%
- I-
Operating Temperature('C) -40"C-+85`C
Maximum System Voltage 1000VDC(UL)/1000VDC(IEC)
Maximum Series Fuse Rating 20A
Power Tolerance 0-+3%
Temperature Coefficients of Pmax
Temperature Coefficients of Voc 0.28%1'C
Temperature Coefficients of Isc 0.048%/`C
Nominal Operating Cell Temperature (NOCT) 45±2'C
STC: cIrradiance 1000W/m2 Cell Temperature 25'C Ai
NOCT: '111i:Irradiance 800W/m, Ambient Temperature 20'C '' ,_ 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.
JKN1315-335N1-60HL-Al-US �I
Single Phase Inverter
with H,D-Wave' Techn' olo,
9'y M.
for North America
SE3000H-US / SE3800H-US / SE;5000K=US / SE6000H'-US /
SE7600H'-US SE10000H-U-S : SE11400H-US
"12-2 S M
YEAR
solar
I � 9 j •�� i
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• � • • J/
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Optimized installation with HD-Wave technology
/ Specifically designed to work with / Extremely small
power optimizers
/ Record-breaking efficiency / Built-in module-level monitoring
/ Fixed voltage inverter for longer strings / Outdoor and indoor installation
/ Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data,ANSI C12.20
NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5%accuracy)
/ UL1741 SA certified,for CPUC Rule 21 grid
compliance
solaredge.com solar=@@
/ Single Phase Inverter
With H D-Wave Technology for North America
i
SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/
SE760OH-US / SE10000H-6S / SE1140OH-US
i
111 800 111 .111 .11 1/11 40O
OUTPUT �
Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 268V 5000 @ 208V 10000 @ 208V
Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ Vac
(211-240-264)
AC Output Voltage Min.-Nom.-Max. ✓ ✓ Vac
(183-208-229)
AC Frequency(Nominal) 59.3-60-60.50) Hz
Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A
Current @240V
Maximum Continuous Output _ 16 24 48.5 A
Current @208V
GFDIThreshold 1 A
Utility Monitoring,Islanding Protection,
Country Configurable Thresholds Yes
INPUT
Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W
Maximum DC Power @208V - 5100 - 7750 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current @240Vta 8.5 10.5 13.5 16.5 20 27 30.5 Adc
Maximum Input Current @208VRI - 9 13.5 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600kQ Sensitivity
Maximum Inverter Efficiency 99 99.2 %
CEC Weighted Efficiency 99 99 @ 240V
98.5 @ 208V
Nighttime Power Consumption I <2.5 W
ADDITIONAL FEATURES j
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
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
Emissions FCC Part 15 Class 8
INSTALLATION SPECIFICATIONS
I
AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1'Maximum/14-4 AWG
DC Input Conduit Size/ of Strings/ 1"Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strings/14-6 AWG
AWG Range
Dimensions ns with Safety Switch I 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 in
(HxWxmm
Weight with Safety Switch 22110 25.1/11.4 26.2/11.9 38.8/17.6 lb/kg
Noise <25 <50 dBA
Cooling Natural Convection
Operating Temperature Range -13 to+140/-25 to+601,,"(-40'F/-40'C option)() °F/"C
Protection Rating NEMA 4X(Inverter with Safety Switch)
For other regional settings please contact SolarEdge support
'r1 A higher current source may be used;the inverter will limit its input current to the values stated
ui Revenue grade inverter P/N:SExx H-USOOONNC2 I
r"For power de-rating information refer to:https://mw.�solaredge.com/sites/defauI(files/se-temperature-derating-note-na.pdf
Or-40 version P/N:SExxxxH-US000NNU4
a SolarEdge Technologies,Inc.All nghts reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All ®V
other trademarks mentioned herein are trademarks of their respective owners.Date:03/2019ND1/ENG NAM.Subject to change without notice. •■