HomeMy WebLinkAbout20-160 Q
rLO1 City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BGR-000160-2020
L Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 06/05/2020
Permit Type: Building General (Residential)
Property Number Street Address
05 26 21 0100 00700 0190 7080 Silverado Ranch Blvd
Owner Information Permit Information Contractor Information
Name: MICHAEL&CARMEN SCALF& Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF
YANET Class of Work:Electric Service Replacement/ LLC
Address: 7080 Silverado Ranch Boulevard Building Valuation:
ZEPHYRHILLS,FLORIDA 33541 Electrical Valuation:$7,865.00
Phone: (813)317-3182 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$7,865.00 �I
Total Fees:$118.98
Amount Paid:$118.98
Date Paid:6/5/2020 2:59:46PM
v
Project Description "
INSTALLATION SOLAR PHOTOVOLTAIC ROOF MOUNT SYSTEM
Application Fees
Electrical Plan Review Fee $39.66 Electrical Permit Fee $79.32
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.
(A De ,
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813780-0021
Building Department
Date Received
Phone Contact for Permittin 813 359 0634
Owners Name Michael Scalf&Yanet Del Carmen Owner Phone Number 813 317-3182
Owners Address 7080 SILVERADO RANCH BLVD Owner Phone Number
Fee Simple Titleholder Name 1, Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7080 SILVERADO RANCH BLVD,ZEPHYRHILLS, FL 33541 LOT#
SUBDIVISION Sllverado Ranch PARCEL ID# 05-26-21-0100-00700-0190
(DETAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM = OTHER InstauetonotsdarPanels
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK Installation of a roof-mounted (solar)photovoltaic system
BUILDING SIZE SQ FOOTAGE= HEIGHT
=BUILDING $ 7,865.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ p 1,
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 l//,(-/ /f�v—'
7 L
=GAS = ROOFING 0 SPECIALTY = OTHER �'wo
9
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO l '�
BUILDER COMPANY Vlvint Solar Developer, LLC
SIGNATURE R GISTERED LILL N J FEE CURREN Y/N
Address 5100 W Hanna Av mpa FL 33634 License#
ELECTRICIAN COMPANY Vlvint SOlar Developer, LLC
SIGNATURE REGISTERED N I FEE CURREN I YIN
Address 5100 W Hanna Ave,Tampa, FL 33634 License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN YIN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
1111111141111111111111111111t1�1111111111111111111111111111111111111
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 subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans W Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
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
be more reshictiv themramty iegu. ty
` NOTtt SOP DEEDYtiESTRICiRONS;The:ttrtddrig The understgixed scirc►es tesYioris�s b fog 'c Cltons"
Pp
which•.._
i??R with any
a Ifrdttlei:dt �rt39tiiCtiorrs:
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
conl:actors to undertake son c;'tY}ey ely.tie idguW,.,,,to.be licensed in accordance with state and local regulations. If the
contractor is,not ticensed'as`riegufrad'bylauu,,gate II; owner and contractor may be cited for a misdemeanor violation
undeiistaterlavlrc It'Nteawnarac;intended:contracforunceifain as to*W.1l iig:[agtiitements may apolil�the
if the awiser`" :linty --`9.l Section`nsPeati n9 7:2T�847-
k>Iess. viaic,.t€t. a#a:ad4isedr0a`amtact the Pasco;Co :.':Hari 1m tin Di}risfon--Eit itis3 al..
8G09:. FiutFiernioira,. :..`:" _has:tdrsd a cantrai�oc or.ConCraclars::he is advised=to i re ttte Ccr►tiac>fpr{s)sign
pimtdifs at the:cornratxar"BYadf'.af.ttas application for vuhirh lttey wUl'He:respo�siblei:;'if'yct>i;;eN;,tlie'istimeY;stgra: ':diei
contractor:that'mayrbe;acs iridtcatttirr tht3t he is:tot=P ppeAy Tice►s =and'is not et btteii:t s pi irriKing,Pifir€regeg ih,. sao
Co'ustyi,. _
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
tftet'Transpdctailon.tistpactFeesaril fie tuse;Rew_y Fees change of
tiiri; t :buita&igsor'ezjiarssitrr:;ot`+axtstirrgttuNtit ,:as speedSied:in t?: °t:aunty'{Ird3rtaitce;nisrrtlier;8d?'and
giW. --,!#T4M ited.• The:utidetsigniad'at so..iut8eis .t'tat such fees,as may be due,will tie idertWted at the time of
permiCFng: tGisgittiiecimde+ ad,ttlaClransPoitton impact.:Fess Snd Resiiucice ftd'b
r+attetviag a to t+ 6e.of nizntpan ' final paver i ea if ttse p»of 'does•not irnnitus.aceiils icata of o tatuy 4r
:tinat`Pawer rateaeR.,tti ii:es mum be paid prtbr;to pemriF isaw*m& Furthermore:t Parma Cotmiy WaOartSetiter IitipacQ _
feesarediia;.they►titiirtEre,paIdprtor4o:Penrdtissr�atxrsfnaatir+fe<tcsvrittt.ap Itca6ie'P sco;Cgilrity:lardlin ice .
CONSTRUCTION LIEN LAW(ChapterTt3,Ftactda.Statrites;'as a»iariidtidj 9viluation.ofinra;k is'$ 64#f1 ;os>rtflre,t
Cia►lli�i tEtat:i;;tlie:Hp011dant.have Masi proiil, with a CeilSj/.,of i#ie"Florida Canstntctlan (ten.I,avi=Hottieowri®i's
I?nitee�ora t3utde''-'pFepared'by'.r»e Flartda':Depar6rtent;aP Rgrltaiiture'iand Corteumer wits.If the'applicart is someone
attterthait;She•�SwiYerl ,:E.ceirs3l yt3 at i Ita±re obtafite 'a py'cyf'tiEa'a6aver desc 4ect.dcau issnt.and jiid rise W*d faith b
deiNiatittad,the'auntpi":p�tar,lccosnmericebiert€,.". .
:C011iRACTOit'S(OtRINER'S:dEEtC1AYiT;_i.c�s6ty:ttiat<alt lira infamrattart!;Fn� s<':aPPaRifs,�u�zi�0a;a'sid;tfiat.aq,_
wiq tie dare iir.cairtplieaca=•vutltrell applhabie iaW3 regutatlng; 250Ping,and iaiuf:dev ajinien�;:AppitaaSi is
herebyr;rtiaide;ti�,.gpi�n`:a peririjt�to-cCa wane artd mecallatiah as Yittllcaied: •t thatera pTosic or°u�a#an fiat
'pricrta'.issbslttca.of a.per:and that art worle will Ise;Peilbaired Gg•rseetstandards of all tavusti.ingulating
cartshudioil;;Caemty and'Cify cade9,zarrirtg regulations;anel`',(artd delvelopmeat�e�In the jut : l also
ctfi +fkaG'T;untleistarti3=tit8tttia,cegii[abiuts oActteir,gav®irtment agencies may apPly to the Intended work,and that it is
rtry resporratiittlyto Yiterfttfyr'wfiatacbaits I•isttake tio'be id compliance. Such agencies include but are not limited to:
Department of Ernritonmenlal Prater t1tm�C-0, Bayheads.Welland as and Environmentally Sensitive
Lands,Watar/WastewaterTreaiment:
- Southwest Florida Water Management District-Wens, Cypress Bayheads, Wetland Areas, Altering
watercourses.
- Army Corps of EngireersSeawaiis,Dods,Navigable Waterways.
- Department of Health &Rehabilitative ServiceslErwironn rental Health Unit-Wells.Wastewater Treatment.
Sapdc Tanks.
US Environmental Protection Agency-Asbestas abatlement.
Feder ,lk"allo rAidhc tyt�Ru#Taus:
1 understandlthirthe fuliowitg.eestirictions ap*,o the use of fill:
- Use of till is not allowed in Flood Zone'V'unless expressly permitted.
Ef'ttte ti11, material,is"ta;,bes ImFYcstd Zonis A. it is uridei9lvad that a drainage;pCart:aslG��sing a
"eomeei sa4irig vait rye°NAI_hasubm'It 'at thne of perm ng wif1di is pile by;a':p[a sio Tat engineer
licensed byfher;Stata of Fioilrfa
1 the fliS'`titareriat`is'ta'tte Ise 3:in Ffcoct, aide"t.Tat..coti aecd is':uirifir.a:permitted building using stem watt
ddnshttctioii.:t.i rti A-h, tit ,vn�r be:u§ed`onl do fiit,ffie area vu tliirt:ttte em.wraii.
- t!tiff mat�rt�!"Cs:;Eo:toe.used in.:asry,::ar l cedify that"i�se',ofi=;such E i will'-riof:;edvi3isely aRect adjacent
propeaties,t#;use:of=#fit is founit'ta'a>iversetx atPaiit adjaae Tit 6uapertia ttie a wrier Tay,tie ciied'iar.vfola#ig,
ttte;i nd dnif.0 tttertiis iiIrig pei7rut;ttttitieif°..:under she attached.getrrriE.appQ n;afar tots.Less ttrar►oiie.(t;
act a w►iii rare etavated try till,an anginaer ed drainage:pten'is n quiied:
If F arse rite AGENT'E<OR THE OWNER,!PrnmG4e hr goad;,taith.to uifcrniathescwr*,,,oFtha-Pamiittiisg ccr ditfczss setfiartti.in
this aftiitavil:pstor cflmittertdiig'ceiisbiiicfYcrr;, €iiiI et aritt'U sf a;sejiarate petisCt:maybe;required faretecdlcat work.
-In-
.-Mg., gn-010(is.•:pdaiis,.air coricifigniiig,gas,.ocother ihstailasoir :not=,speaficallyr`ihdiidhii in rite appU„i tTnn, A
pennie,issue�E shard tlerconshtied to 6ea,tiiriseto:prasd watfh`atev+rcrit:aitd:rtat' a+aioiity vtolatiaz- 1,,atteii,or
set aside'any piivlsittrts of ttte;itrititrticai ciScCes:;situ shail•issuanceafa`pemitt praireait,ttsat3ttiidiag Dt3iaai franc thereat3�'
requiring a carnecffon.:oizerriois in plans;:co on ar violations of ar)yrcodes.:Eyery..pemlit i ued.st ail becoma jF0 it;
uWass--tie work.auth6fted'by such permit'to-ppli rmenced withinsix tTipntlis aipenititiss6aitca,::ot i[.yrortc,.authdirbidd by
the par:mtlssuspender3`or #iattdciihd'ti s perkd;ofsix{$;tnorTfhs:agar the ttriie3he vvodcts;cicmiireifced,.A;c;eeion
Mey;a7B`.retjl!$stedy iR„11YfitGti�,:troiTt ftia8riffditig QHtda1'fora period-noCto exceed..ninety(9uj;'days'aed vh7Csderitctistr2te
justifiable caiise'for:the eidension If work Ceasestbrriineiy,(90)can cyUve days,the jab:(s'odnei tered}a[rarsrtaried:
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
W illYOU � DER.O AN.ATf NEkB FOE RDING= OU OTICE-O GO -
FLORiDAJURAT(F.S.titTVa);
OWNERORAGENT COVITTRAACTO
Subsaibadandswointo.(ar3ffi�rrted).trerorensetids Su -
- -
Who'i�arr+Prprarielil:knOwnt¢m0grtraalflev0ivadard —ar1%WbaV9ptduwd
ae idendreattan, as identlnesden.
Notary Public __ tUngp/Public
commission No - — Commrsaion-spo. _
NameofNotdry typed,printed ar stamped Name oi-fiTata<y C}rp.'pNp ar staamped - --- -
,taSt L JAMES QUILLEN
" MY COMMISSION#GG033007
EXPIRES September 26,2020
Permit No. P.-J lO No 1�h3 —��0- /3. — �����`/' \J��1�Vlj �b�C)Q
NOTICE OF COMMENCEMENT
Slate of Florida County ar Pasco
THE UNDERSIGNED hereby gives notice that Improvement W1 be made to certain real property,and in accordance wnh Chapter 713.Florida SUeules.
I the following information Is provided in this Notice of Commencement:
I. Description of Property.Pnfcal fdendfication No.
Straet Addross: ? 0 b � (J le f(•
2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system
3. Owner Information
vo�r Lessee information If the`
am Lessee contracted for the improvement:
'+ �N vLC 41 q
,Rbi1v�rAr.I 14laXlt�� .a31vc 7_a ,v�ltivrlu II.S �
Address City State
Interest in Property:
Name of Fee Simple Tftiehoide..
(If different from Owner fisted above)
Address Vivint Solar Developer,LLC city stale
4. Contractor. P
Name FL
5100 W.Hanna Ave. Tampa
Address City Stele
Contractors Telephone No.: (813)35MG34
5. surety: INSTRII 4K 10109PG 3959
Name u'6/01/2020 10:03am Page 1 of 1
Address Rcpt: 2166522 Rec: 10.00
I T: 0.00
Amount of Bond: S DS: 0.00
6. Lender. Nikki Alvarez—Sowles, Esq.
Name Pasco County Clerk & Comptroller
Address City State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the mover upon whom notices or other documents may be served as provided by ,
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address City Slate
Telephone Number of Designated Person: r
8. In addition to himself•the maser designates of
to receive a copy of the Liences Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Ovmer.
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of onsbucli and final payment to the
contractor,but wig be one year from the date of recording unless a different dale is spedfied):
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 BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of cornm encemeAt and that the facts staled therein are true to the best
of my knovAedge and belief.
STATE OF FLORIDA
COUNTY OFPASCO c
Sfgr)9ture of Ovmer r Lessee,or Owners o essee's Authorized
07cer/Dimctor/P artner/Manag e�
✓ SignatprXs Title/Office ._
Y
The foregoing instrument vran ncl:nwAedped before me this day of 20 2_Vby �
as (type of authority,e.g.,officer.trustee•attorney in feet)for
�7,G/_�_[/� L �y—� (nmmo of pas on behalf of whom in anent was exe�ed). / 1
Personally Knovnt❑ Produced Q)ntificntion Notary Signotwu —�- �..—•I���T
Typ^-of Idenfificalion Produced I�� ��S �'L4q6�Name(Print) TL'4 CJ J C-
vary PubAC Sub of Florida
ap * fir•JorY Tttan1113 CroWley
r"• ht CommsssOn GG 934250
1
Exr,ras 111202023
wpt/alnPoc,lnotirscommencernent_p�530�8
c
DocuSign Envelope ID:1 E7D8EA6-71 DF-48AE-AF71-4718CMB6001
1 J
vivi ■ti S 0%1 a r 1800 W Ashton Blvd.
Structural Group Lehi, UT 84043
J.Matthew Walsh,PE Kirk M.Nelson,SE Samuel Brown,PE-Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com
May 11,2020
Re: Structural Engineering Services
Scalf Residence
7080 Silverado Ranch Blvd,Zephyrhills, FL
S-6366372; 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 11/" thick. At no time will.the panels be mounted higher than 10" above the existing
surface of the roof.
Page 1 of 2 v i® 'n t® s-C-:3 I a 9
DocuSign Envelope ID:1E7D8EA6-71DF-48AE-AF71-4718CD6B6D01
1 j
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 Comer Interior Ede Corner
Max Vertical Spacing 40 40 40 66 66 66
Max Horizontal Spacing in 48 748 48 48 48 48
Max Uplift Load Ibs 332 266 246 '560 448 415
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, \�\� ,�-(}1EVIf
J. Matthew Walsh, PE N 84 � d
FL License No. 84923 — * _-
DocuSigned by:
� `STATE OF
O
E:o,,,20514FE4D2...
�tORIpP--4C;C
Matt Walsh 'ON A 11�? \\
IIII
May 13, 2020 i 11:22 PM MDT
05/11/2020
This item has been electronically
signed and sealed by Matt Walsh using a
Digital signature and date. Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies.
It® so I a r
DocuSign Envelope ID:1E7D8EA6-71DF-48AE-AF71-4718CM136D01'
i � �
1800 W Ashton Blvd.
Structural Group Lehi, UT
J.Matthew'Walsh, PE Ki*M. Nelson,SE Samuel Brown,PE- Civil
Der of Engineering Stnxt—1 Engineering Structural Eno ng
jaJlt2&walsh@vMntsolar.Com kirk nelson com sanLbrown_vjW zso►arcum
Structural Design Criteria
Project Address Date: May 11,2020
Scalf Residence
7080 Silverado Ranch Blvd
Zephyrhills,FL
5-6366372 \\\� ,��Ir1EhF
Residence
Risk Category II , y
Roof Area 2698 sf N,c�8, 4� `
Upper Floor Area 0 sf —
Number of Stories 1 '•� STATE OF
LMean Roof oor heisght 0 ft �0��, •A�OR10P'
PP
Location Parameters Latitude 28.255556 'Ott
t A�I5/1 l/2020
Longitude -82.224445
Site Class D
Risk Category II
Existing Gravity Parameters
Roof Dead Load
4 psf Composite Shingle
2 psf 3/4"Plywood Sheathing
2 psf Roof Framing @ 24 in.o.c.
3 psf Ceiling,Mechanical,Electrical
2 psf Miscellaneous
14 psf TOTAL
Roof Live Load 20 psf Wall Dead Load
Ground Snow Load 0 psf 8 ft Wall Height
Flat Roof Snow Load 0 psf 300 ft Wall Length
12 psf Wall Weight
New Gravity Parameters
Roof Dead Load 3.00 psf Solar Panel Weight
Roof Live Load with Solar Panels 0 psf
Roof Slope Factor 0.7 Roof Slope Factor(ASCE 7-10 Fig.7-2b)
Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1
Seismic Parameters
SS= 0.067 g 0.2 sec Spectral Response Acceleration
SI = 0.034 g 1.0 sec Spectral Response Acceleration
Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1
Fv= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 0.071 g Short Period Design Spectral Acceleration
SDI = 0.054 g 1 Second Period Design Spectral Acceleration
Page 1of3 ,IMIL to
DocuSign Envelope ID:1 E7D8EA6-71 DF-48AE-AF71-471 8CD6B6D01
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 27.0 deg
Product Information
No.of Panels 11
Weight 3.00 psf including mounting system
Installed Area 193.4 ft2
No.of Connectors 15
Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing
67.32 plf
Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing)
33.32 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-50.50%
Total New Gravity Loads are less than Existing Loads.OK
Code References
2015 IEBC Section 707.2 states:
"Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting
such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. EXCEPTION 1. Structural
elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5 percent."
2015 IRC Section AJ501.4 states:
"The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous
condition is not created. Structural elements that are uncovered during the course of the alteration and that are found to be unsound or
dangerous shall be made to comply with the applicable requirements of this code."
2011 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 2of3 ; i
DocuSign Envelope ID:1E708EA6-71DF-48AE-AF71-4718CD6B6D01
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
Ka= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 27.0 deg
S.h.,= 48 in Horizontal spacing of roof anchors
Arab= 21.60 sf Panel Area tributary to each roof anchor
NON Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1
Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1
31.5 psf 49.1 psf 89.3 psf
Pnet=AKupnet3o= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
46 psf 72 psf 131 psf
Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 46 psf Use 72 psf Use 131 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
DLpand= 3.00 psf
Zone 1 Zone 2 Zone 3
Wuphft= 46 psf 72 psf 131 psf
Arab= 21.6 sq.ft 10.8 sq.ft 5.4 sq.ft
Plag=F.S.x Alb x(0.6D-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-560.3Ibs -448.3IN -415.4IN
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
Penow=Dpe1 x W'= 657 Ibs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 560 lbs 4481bs 4151bs
Max Load=0.853 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3of3
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CANADIAN SO�enue West,Guelph
545 SPeedvale A
ENGINEERING DRAWING(mm) CS1 H-330MS I-V CURVES
Rear View Frame Cross Section A-A
A A
15 12. 12
35 11. 11
10. 10
❑ V
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Mounting Hole 3. 3
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ELECTRICAL DATA I STC- MECHANICAL DATA
CS1H -_ 320MS 325MS 330MS 335MS 34OMS Specification Data
Nominal Max.Power(P..x) 320 W 325 W 330 W 335 W 340 W Cell Type Mono-crystalline
Opt,Operating Voltage(Vmp) 36.2 V 36.6 V 37.0 V 37.4 V 37.8 V Dimensions 1700 x992 x35 mm
Opt.Operating Current(Imp) 8.85 A 8.88 A 8.92 A 8.96 A 9.00 A (66.9 x 39.1 x 1.38 in)
Open Circuit Voltage(Voc) 44.0 V 44.1 V 44.2 V 44.3 V 44.5 V Weight 19.2 kg(42.3 lbs)
Short Circuit Current(Isc) 9.41 A 9.45 A 9.49 A 9.53 A 9.57 A Front Cover 3.2 mm tempered glass
Module Efficiency 18.98% 19.27% 19.57% 19.86% 20.16% Frame Anodized aluminium alloy
Operating Temperature -40*C-+851C 1-Box IP68,3 bypass diodes
Max.System Voltage 1000V(1EC/UQ Cable 4.0 MM2(1EQ,12 AWG(UL)
TYPE 1(LIL 1703)or Cable Length 1350 mm(53.1 in)
Module Fire Performance CLASS C(IEC 61730) (Including Connector)
Max.Series Fuse Rating 15A Connector T4 series or H4 UTX or MC4-EVO2
Per Pallet 30 pieces
Application Classification Class A
Per Container(4(Y HQ) 780 pieces
Power Tolerance 05W
*Under standard Test conditions(STC)of irradiance of 1000 W/ml,spectrum AM 1.5 and cell
temperature of2S*C.
ELECTRICAL DATA I NMOT- TEMPERATURE CHARACTERISTICS
CS1 H 320MS 325MS 330MS 335MS 340MS Specification Data
Nominal Max.Power(Pmax) 236 W 240 W 243 W 247 W 251 W Temperature Coefficient(Pmax) -0.37%/OC
Opt.Operating Voltage(Vmp) 33.4 V 33.7 V 34.1 V 34.5 V 34.8 V Temperature Coefficient(Voc) -0.29%/OC
Opt.Operating Current(Imp) 7.07 A 7.11 A 7.14 A 7.17 A 7.20 A Temperature Coefficient(Isc) 0.05%/IC
Open Circuit Voltage(Vac) 41.0 V 41.1 V 41.2 V 41.3 V 41.5 V Nominal Module Operating Temperature _44±3-C
Short Circuit Current(Isc) 7.60 A 7.63 A 7.66 A 7.70 A 7.73 A
-Under Nominal Module Operating Temperature(NMOT),irradiance of 800 W/ml-spectrum AM
1,5.ambient temperature 20°C,wind speed 1 m/s.
PARTNER SECTION
.......... ..........
The specifications and key features contained in this datasheet may deviate slightly from our actual
products due to the on-going Innovation and product enhancement.Canadian Solar Inc.reserves
the right to make necessary adjustment to the information described herein at any time without
further notice.
Please be kindly advised that PV modules should be handled and installed by qualified
people who have professional skills and please carefully read the safety and installation
instructions before using our PV modules,
............... ...........
.............. ........ ......... ........................... ......................................... ............
CANADIAN SOLAR INC.
545 Speedvale Avenue West Guelph,Ontario N1 K 1 E6,Canada,www.canadiansolar.com,support@canadiansolar.com
December 2019.All rights reserved,PV Module Product DatasheetVS.583 EN
Single Phase Inverter Z
•
with H D-Wav e Technology Cm
for North America X
SE3000H--US / SE380OH-US / SE5000H-US / SE6000H-US / _I
SE760OH-US /.SE10000H-US / SE1140OH-US m
12-25
YEAR
_ solarZC
LA
0 solar-..:
C? v
• ••• • • • •
o Q Q
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 HD-Wave Technology for North America
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/
SE760OH-US / SE1000OH-US / SE1140OH-US
OUTPUT
Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3.00 @ 208V 5000 @ 208V 10000 @ 208V
AC Output Voltage Min.-Nom.-Max ✓ ✓ ✓ I ✓ I ✓ ✓ I ✓ Vac
(211-240 264)
AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac
(183-208-29)
AC Frequency(Nominal) 59.3-60-60.5`1 Hz
Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 i 47.5 A
Maximum Continuous Output - 16 - 24 i 48.5 A
Current @208V
GFDI Threshold I 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 0208V - 5100 7750 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 I 400 Vdc
Maximum Input Current @240Vt21 8.5 10.5 13.5 16.5 20 27 30.5 Adc
Maximum Input Current @208Vt21 - 9 13.5 I 27 j Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600ke Sensitivity j
Maximum Inverter Efficiency 99 99.2
CEC Weighted Efficiency 99 99 @ 240V
98.5 @ 208V
Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
Revenue Grade Data,ANSI C12.20 Optionalt'I j
Rapid Shutdown-NEC 2014 and Automatic Ra id Shutdown
2017 690.12 p upon on AC Grid Disconnect
STANDARD COMPLIANCE
Safety ULI7-41,ULI711 SA,UL1699B,CSA C22.2,Canadian AFCI according to TI L.M-07
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1"Maximum/14-4 AWG
DC Input Conduit Size/A of Strings!AWE Range 1"Maximum/1-2 strings/14-6 AWG Y Maximum/1-3 strings/14-6 AWG I
Dimensions with Safety Switch 17.7 x Id.6,6.3 ;450 x 370 x 174 21.3 x 14 6 x 7.3/540 t 370 x 185 in/
(HXWxD) Mm
Weight with Safety Switch 22/10 25 1/11.4 26.21 Il o 1 38.8/17.0 lb/ko
Noise <25 <50 dBA
Cooling Natural Convection
Operating Temperature Range -13 to+140/-25 to+60111(-40`F/-40`C option)(51 -F/'C
Protection Rating NEMA 4X(Inverter with Safety Switch)
t For other regional settings please contact SolarEdge support
'a A higher current source may oe used;the inverter will limit its input current to the values Stated
1n Revenue glade in,erter P/N:':.ExtxxH-US000NNC2
11 For power de-rating information refer to:https,.//vnvw.solaredge.com/sites/default/files/se-temperature-,Ieratutq-note-na.pdf
'5)-40 version P/N:SE,0XH-US000NNU4
ID SolarEdge Technologies,Inc All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BV SOLAREDGE are trademarks or registered tradema 1ks of SolarEdge Technologies,Inc.All Ro H S
other trademaiks mentioned herein aretrademarks of then respective owners Date:03/2019/VOl/ENG NAM Subject to change without notice.