HomeMy WebLinkAbout17-18164 CITY OF ZEPHYRHILLS
5335-8TH STREET'
($�3}7s0-oa2o 18164
• BUILDING PERMIT � '" ✓
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PERMIT INFORMATIf�N L.00ATION INFORMATION �
Permit Number: 18164 Address: 6;8�0 STEPHENS PATH
Permit Type: ADDITION/ALTERATIOIV ZEPHYRHILLS, FL.
Class of Work: 434-ADDIALT RESIDEIVTlAL Township: Range: Boak:
Propased Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVER OAKS
Est.Value: Parcei Number: 03-26-21-0160-00000=0390
Improv. Cost: 21,054.00 OWNER INFORMATION
Date [ssued: 2123I2017 Name: HARNDEN, JEFFREY&AUDREY
Tatal Fees: 217.50 Address: 6840 STEPHENS PATH
Amount Paid: 217.5Q ZEPNYRNIL�S, FL 33542
Date Paid: 2/23I2017 Phone: 813-713-1910
Work Desc: INSTALL RC?OF MOUNTED PHOTOVfJLTAIC SOLAR PANEL
CONTRA.CTOR S APPLICATtON FEES
VIVINT SOLAR DEVELOPER LLC BUILDING FEE 217.50
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Ins ections uired
F TER 2 D ROUG PLUM MIS !NS Tl0 CEILING
Ft}OTER BOND DUCTS]NSULATEt7 SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-!VlETER INSULATlON WRL� MISC.
DUCTS iNSTALLED WATER M1SC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTIQN POLE FRAME MISG. MISC.
REINSPECTION FEES: (c)With respect ta Reinspection fees will comply with Flarida Statute 553.80 (2)(c)the
loeal government sha11 impose a fee of four times the amaunt of the fee imposed for the initial inspection or
first reinspection,whichever is greater,far each such subsequent reinspection.
NOTICE: In additian to the requirements of this permitj there maybe additiona! restrictians applicable to this property that
may be faund in the public recards of this county, and there may be additianal permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warniny to own�r: Your fa�lure ta record a notice of commencement may resu[t i»your paying twice far
improvements to your property. If you intend to abtain financing, consult with yaur lender or an attorney
before recording your notice of commencement."
Complete Plans, Specificatians Must Accompany Application.All wark shall be pertarmed in accordance with
City Codes and Qrdinances. ND OCCUPANCY BEEORE C.O,
NO OCCUPANCY BEFQRE C.O.
I
ONTRACT R SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 5 M{)NTHS WITHUUT APPRt�VED INSPECTION
CALL �OR INSPECTION - 8 HOUR NOTICE REQUIRED
PR{)TECT CARD FROM WEATHER
• � 1800 W Ashton Blvd
TM Lehi, UT 84043
• � � � electricianlicensing/@�v vintsolar�om
Phone•855-877-2974 � Fax:801.765.5758
February 10, 2017
To Whom It May Concern:
I, the undersigned licensed contractor, authorize my employees, named below, to act on my
behalf on the performance of the actions listed below:
Katie Weedon
Ashleigh Janssen
James Quillen
Charles Parks
Approved Actions: Act on my behalf on any and all matters and dealings including signing plans,
paying for/picking up plans/permits, obtaining business licenses, etc. within the City of
Zephyrhills.
For questions concerning this authorization, please contact me directly by email at
electricianlicensin�@vivintsolar.com or phone 855-877-2974.
Best regards,
,��
Cody Oram
State Contractor License#EC13006740
Exp: 08/31/2018 ,
C: 801-918-0931 O: 855-877-2974
State o£ Utah
County of: J'f�l,h
Subscribed and sworn to before me this �,����-�.�.,F JANEE LYNETTE KREKELBER
�day of fzbr�a in the year 20� ,4 � "� Notary Pubf�
� y Siate Qf Ut�h
.Y
' My Commis�on E�ires Qctober 29,4020
a
'� ,` COMMISStON#691767
J nee Lyi ette Krekelb rg,Notary Public 767
My Commission Expires Oct 28,2020
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a�sasaoozo City of Zephyrhills Permit Application Fax-813-780-0021
�'�' Building Department
' Date Received Z,�f 6•� Phone Contactfor Permitting U 0 �.J"' - � Of� Y
TI 1 1 rI-1-7- i
Owner's Name f �� Owner Phone Number j O �
Owner's Address � y Q Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS � rT LOT# �
SUBDIVISION PARCEL ID# O � '2�" QI�O " O OQO O " O�7 O
(OBTAINED FROM PROPERTY TAX NOTICE) '
WORK PROPOSED e NEw CONS7R e ADD/ALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q
DESCRIPTIONOFWORK F'MO�IN O V L ZC �Q ���� �
BUILDING SI2E SQ FOOTAGE� HEIGHT �
OBUILDING S VALUATION OF TOTAL CONSTRUCTION
�LECTRICAL $�I ��[J AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. i� II
� �
QPLUMBING $ i �j�� I� �
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION�� I �Q�--'I�
OGAS Q ROOFING Q SPECIALTY 0 OTHER v � l4�/� ��
1'
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO � _ r�v
.�� iv
BUILDER COMPANY
SIGNATURE REGISTER D Y/ N FEE CURRE� Y!N
Address � ( License# �
ELECTRICIAN COMPANY I V�7V T SO L�R D E V• �
SIGNATURE ISTERED Y/ N FEE CURRE� Y/N
Address CiR � S License# � �
PLUMBER � COMPANY
SIGNATURE REGISTERED Y I N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREh Y 1 N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Buiiding 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 Safely Page;(1)set of Energy Forms.R-O-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construclion Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for aIl new projects.AII commercial requirements must meet compliance
SIGN PERMIT Altach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:•
Fill out application completely.
Owner 8 Contractor sign back of applica6on,notarized
If over E2500,a Notice of Commencement is required. (AIC upgrades over 57500)
" Agent(for the contractor)or Power of Attomey(for lhe owner)would be someone wilh notarized letter from owner aulhorizing same
OVER THE COUNTER PERMITTING (copy of conlract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter i(on public roadways..needs ROW
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RIOTIGE OF DEED RESTRICTiONS: The undersigned understands thaf this permit may be subject to"deed"restncfions"
. which may be more restrictive than County regulations. The undersigned assumes respansibility for compliance with any
appiicabie deed restric#ions.
UNIICENBED CONTF2ACTORS ARtC! CONTF2ACTOt2 RESPOFISIBI�ITIES: (f the pwner has hired a con#ractor ar
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is noi licensed as required by law, both the owner a�d contractor may be cited for a misdemeanor violation
under sEa#e Eaw. If the owner or intended contractor are uncerfain as to what licensing requiremenfs 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 cantractoe(s) sign
portians of the"cantractor Block"of this appEication for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not praperfy licensed and is not entitled to permitting privileges in Pasco
County,
TRANSPORTATtON IMPAGTIU7I�ITEES IMPACT AND t2ESOURGE RECOVEE2Y FEES: The undersigned understands
that Transportation Impact Fees and F2ecourse 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 alsa understands,that such fees,as may be due,wiH be identified at the firrie of
permitting. It is further understood that Transportation Impact Fees and Resaurce Recovery Fees must be paid prior ta
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final pawer re(ease,the fees must be paid prior to perrnit issuance. Furthermare,if Pasco Caunty WatedSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Flarida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that !, the appficant, have been provided with a copy of the "Florida Canstruction �ien Law—Homeowner's
Protection Guide"prepared by tfie Fiorida 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"ownet"priar to commencement.
GONTRACTOR'StOWNER'S AFFIDAVtT: !certify that aiI ths information in this app(ication is accurate and that aII 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 da work and installation as indicated. I certify that na work or instaifatiort has
commenced priar to issuance of a permit and that aII work wiil be performad ta meet standards of aIi (aws regulating
construction, Gounty and City codes, zoning regulations, and land development regulations in the jurisdictinn. I also
certify that!understand that fhe regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what ac#ions E must take to be in compliance. Such agencies include but are�ot limited to:
- Department of Environmental Protection-Cypress Bayheads, WeUand Areas and Environmentally Sensitive
Lands,WateNWastewater Treatment.
- Southwest Florida Water Management District-WeIIs, Gypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Watervvays.
- Department of Hea(th & Rehabilitative ServicesiEnvironmenta! Nealth tJnit-WeRs, Wastewater TreatrneM,
Septic Tanks.
- US Enviranmental Protection Agency-Asbestos abatement.
- Federa!Aviation Authority-i2ur�ways.
I understand that the foliowing restrictians apply to the use of fi(I:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- !f the fi!! materiaf is to be used in Ffood Zone "A", it is understoad fhat a drainage plan addressing a
"compensating volume"wil) be submitted at time of permifting whioh is prepared by a professional engineer
licensed by the State of Florida.
- !f the fill material is to be used in Ffood Zone "A° in cannection with a permi#ted building using stem wafi
construction,I cerkify that fill will be used only to fill the area within the stem wa(I.
- If fill material is to be ussd in any area, I certify that use of such fill will not adversely affect adjacent
properties. !f use of fiA is found to adversely affeci adjacsnt properties,the owner may be cited for viotating
the conditions of the building permit issued under the attached permit application,for lots(ess than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT F4R THE QWNER,I promise in gaod faith to inform the owner of the permitting conditions set forth in
thEs a�davi#prior to commencing constructian. 1 understand that a separate permit may be required for electrica]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 praceed with the work and not as authority to violate,cancel,alter,or
set aside any provisians of fhe technical codes,nor shal!issuance af a permit prevent the Building O�cial 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 cammenced within six months of permit issuance,or if work authorized by
the permit is suspended or aba�doned for a period af six(6}monfhs after the time the wark is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninely(90)days and will demonstrate
justifiable cause for the extensian. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNtNG TO OWNER: YOUR FAILURE TO RECORD A NOT(CE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWIGE FOR IMPROVEMENTS TO YOUR PROPER7'Y. IF Y INTEMD TO QBTAIN FINANCING,CONSULT
NtITH YOUR LENDER OR AN TTORN Y BEFQRE REGQRDING Y U NOTlCE OF GOMMENGEMENT.
FLORSC}A.tURAT{FS. .03)
OWNER OR AGENT CONTRACTO
Su scrib �nd sworn a(oc affrmed)befor me t ' S scri d an wo to or aHirmed}bef e me this
r u.�.� ��
h is/a personally known`o me or haslhave prpduced h is/ e personally known to�l e or has/have produced
as idontification. _ _as idenUfication.
Notary Public - Notary Public
Commissian No. Commission No.
Charles Parks
Name of N �t��s����8�'�, Name of Notary or
4 �, o . � ��' Y PU8l1C
� �STATE OF FLORIDA a �`° �. �sr�r�oF�.oRi��►
W a Comrrdt GGQ44308 �`�.<,..��� �'��cmrn#GGQ4Q308
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Pertnit No. Parce�ID No-V�'��'��j I "�`��—n\)��V �� I�U
N0T10E OF COMMENCEMENT Rept:1836071 Rec: 10.00
��5�� DS: 0.00 IT: 0.00
s��r ��(91r1 C�0. ��rd 02/08/2017 C. F. , Dpty Clerk
THE UNDERSIGNED hereby phies nabce tl�at_rtnprovancrt w�l be made to cert�n real prnperty,and In axorda�e wrm-�apfir 713,Flarida Sta�utes,
the foBowing infortnatian Is provided in tlrs Nofice aF Commencement
1. Desaiption d Properly: Pmsel Identification No.
StreetAddress: lOC/"C� ���4�C'��i/"S ��� '
z. ��,���,����,� 1-r�stt�t r��n o� n ��rnof -ma un r�
L CS�h�'�V�1�I V S�I ST L�_ PAULR S 0'NEIL,Ph D PASCO CLERK & COMPTROLLER
02/08/2017 09/:�14am 1 /o�f 1
3. Ownrs Information or Lessee informadion if the Lessee mntraded tor the improvement OR BK .��, V 3 P� i���
V
2 Q.��.v r �l I S - - - � - --- -
Ndd2ss City State
� Irrterest in Property.
Name ot Fee Sinple Titlehdder.
(If drff�t from Owner listed above)
� Address � CiIY State
4. Confradnr.
�r '�r�urvlDG�
��g T�►�.:� �3 f �> 3 5 5 �C(134- `� S�
� • 5. Surety:
Name
Address City State
Amourrt of Bond: S Telephone No.:
6. Lender:
Narne
Address City State
Lender's Telephone Na: •
7. P�sons vrittifn the Stete d Fluida designeted by the owner upon whom notices a other duwments mey be saved as provided by
sec�ion��a���)(eK�,Florida Stefutes:
Name
Address CitY St�E
Telephone Number d Designated Pelsan:
8. In add�on to hunsdf,the awner designates �
W rece�ve e copy aF the Lien�s Notice as provided in Section 713.13(1)(b),Flaida Stetutes.
Telephone Number of Per^,m or Entily Designaled by Owner.
9. E�iration date af NodCe of Carvnencelnert(the r�iratim date may not be befae fhe completion af consUuctim and fnal�ayrneirt to Ihe -
contrador,but wi1 be one year frtm the da[e d remrdmg unless a dfferent date is spedfie�: �
WARNING TO OWNER: ANY PAYMENTS MADE BY THE 01Nf�R AFTER THE D�IRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMEPfTS Uf�ER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STAMES, AND CAN
RESULT IN YOUR PAYING NNCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEM�M MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FlRST INSPECTION. IF YOU INTEND TO OBTAIN FlNANGNG,CONSULT
1MTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDINC�YOUR NOTICE OF COMMENCEMENT.
Under P�eMY�PgN�Y�I dedae tliat I heve read the foregang nodce aF canmencemart and fhat the fads sfated the�n are true to the best
oF my Imowledge mid be6eF.
STATE OF RORIDA
COUNTY OF PASCO
gnaWre of Ownel or ,or Ownefs or Lessee's Ainhorized
, OfficrslDifedadP ager
- ��,,�_. , � i-1 « y v�l� r--,
Signatorys TiUPJOftice�
The faegang irtstrument was edmavledged before me this Z I day ot •�� ,2C�by l ' s'1F-IIZ��� �:�'L��
- as__h-t CJ'C 142� (type d authoriry�e-9•.oficer.trustee,�tamey n fad)fa
(n af pa on b a instnanart was n�arte�.
Persona�y Knam❑OR Produeed identi6qtian[� Notery Sign�ure
Type of Identific�lon Produce��Lfl L l� �OS����e�m,q L�.t,.�S —\ �2LC�
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� �S1J� ��es Parks
NOTARY PUBLIC
� o STATE OF FLORIDA
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STt�TE OF FLOr�i�A,CeUNTY Oi� 4��5��
THIS IS TO'CERTIFY THAT THE FOREGOINC� IS a
��RUE AND CORRECT COPY UF TH�C�OCUMENT
ON FILE OR OF PU�LIC REC IN THIS OFFICE
WITN Y HA AND .L SEAL THIS�
DAY r 21�
PAU S.O'NEI , K&COMPTROLLE
gY DEPUTY CLERK
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ty phyrlulls
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �i �i i'(�� �(��C�i(r
Date Received: Z���— �7
Site: �,.� g �� ��he�S �R.-�i
Permit Type: �/��G � ����-� �
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Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� � �i '����
Kalvin S ' " er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
The Notice of Cancellation may be sent to this
� � address: 1800 W Ashton Blvd, UT 84043
. support@vivintsolar com � www.vivintsolar.com
Phone. 877.404.4129 I Fax: 801.765.5758
RESIDEIVTIAL SOLAR ENERGY SYSTEM PllRCHASE AGREEMENT
CUSTOMER NAME AND CON TACT INFORMATION :
Name(S):Jeffrey Harnden Primary Phone.8133955604
Account No� 5390299
E-ma�i. aharnden@tampabay.rr.com
INSTALL ATION AND SYSTEM IIVF ORMATION :
P�operty add�eSS:6840 Stephens Path System Size. 9.570 kW DC
Zephyrhills FL 33543 Approximate Installation Start Date
and Approximate Completion Date:2Q�]-Q]-23
OUR PROMISES: YOUR COMMITMENT:
• We will design, install, monitor and maintain the • Pay the Contract Price to purchase the System.
System. . Ensure that Your Property and roof are in good
• The solar panel manufacturer provides a 25-year linear condition.
performance warranty, and the inverter manufacturer • Respond to Our sales and support teams when
provides a 20-year workmanship warranty. scheduling and completing paperwork.
• We will fix or pay for any damage We may cause to • Continue service with Your Utility for any energy
Your Property or belongings. used above and beyond the System's production.
• We will not place a lien on Your Property.
ADIVfINISTRATIVE AND 1fUQ.RRANTY SUPPORT
SERVICES, AND MAINTEfVANCE SERVICES: You may cancel this contract at any
• We will remotely monitor the System and provide time before midnight of the ghird
warranty and customer support for up to 20 years. business day after the Transaction
. We will provide operating support and repair or replace Date, or prior to commencement of
certain System components for up to 10 years. work cat or near Your Properfy
. You will need to comply with all terms of the Agreement, associdi'ed with installation of Your
maintain a broadband internet connection, give Us access
to Your Property, and notify Us if You sell Your Property. System, whiChever is later.
Vivint Solar Developer, LLC(EIN: 80-0756438) is a licensed contractor in each state in which we operate,for
information about our licenses please visit http://www.vivintsolar.com/licenses.
WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE.
YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY
CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN&OPT-OUT IVOTICE BELOVV FOR MORE IIVFORMATION ABOUT
� PRESCY2EENED OFFERS.
L��:,,�i,�. ,�i;�\�r ,�i .,;��� �:�_ � ;;1�. ��._ r�,ll �t11 ?.:�'i;Sc i�{. Cj i1 f i�')-���;r� �„�_. � _.. .
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SIGNATURE PAGE AND NOTICE TO CUSTOMERS � �
A. INCORPORATED DOCUMENTS. These documents perFormance and payment bond.
are incorporated into this Agreement and apply to the
relationship between You and Us: (1) Residential Solar H. CUSTOMER'S RIGHTTO CANCEL.YOU MAY CANCEL
Energy System Purchase Agreement, (2) Exhibit A: THIS CONTRACT AT ANY TIME BEFORE THE LATER OF:
Notice of Cancellation, (3) Exhibit B: State Notices and (I) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY
Disclosures, (4) Exhibit C: Our Insurance, (5) Exhibit D: AFTER THE TRANSACTION DATE, OR (II)THE START OF
System Interests, (6) Customer Packet;and (7) Change ANY WORK AT OR NEAR YOUR PROPERTY ASSOCIATED
Order(s). WITH INSTALLATION OF THE SYSTEM. IF YOU WISH TO
B. WE HAVE NOT GUARANTEED, PROMISED OR CANCEL THIS AGREEMENT, YOU MUST EITHER:
OTHERWISE REPRESENTED ANY REDUCTION IN (1)SEND A SIGNED AND DATED WRITTEN NOTICE OF
ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT CANCELLATION BY REGISTERED OR CERTIFIED MAIL,
WILL BE INSTALLED ON YOUR PROPERTY. RETURN RECEIPT REQUESTED; OR (2) PERSONALLY
C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES DELIVER A SIGNED AND DATED WRITTEN NOTICE OF
UNLAWFULLY OR COMMIT ANY BREACH OF THE CANCELLATION TO: VIVINT SOLAR DEVELOPER, LLC,
PEACE TO REMOVE GOODS INSTALLED UNDER THIS 1800 W ASHTON BLVD, LEHI, UT 84043, A1TN:
AGREEMENT. PROCESSING DEPARTMENT. IF YOU CANCEL THIS
D. DO NOT SIGN THIS AGREEMENT BEFORE YOU CONTRACT WITHIN SUCH PERIOD, YOU ARE ENTITLED
HAVE READ ALL OF ITS PAGES. You acknowledge that TO A FULL REFUND OF YOUR MONEY. REFUNDS MUST
You have read and received a legible copy of this BE MADE WITHIN TEN (10) DAYS OF OUR RECEIPT OF
Agreement,that We have signed it, and that You have THE CANCELLATION NOTICE. SEE THE NOTICE OF
read and received a legible copy of every document CANCELLATION IN EXHIBITA FOR AN EXPLANATION OF �
that We have signed during the negotiation. THIS RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE
E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO GIVEN YOU THE"NOTICE OF CANCELLATION".
A SALES REPRESENTATIVE. I. You may not terminate this Agreement after the
F. DO NOT SIGN THIS AGREEMENT IF THIS laterof:(i)midnightofthethird(3rd)businessdayafter
AGREEMENT CONTAINS ANY BLANK SPACES. You are the transaction date, or (ii) the start of any work at or
entitled to a completely filled in copy of this near Your Property associated with installation of the
Agreement, signed by both You and Us, before any System. If You seek to cancel thereafter,then You will
work may be started. forfeit any amounts previously paid and You may owe
G. You have the right to require Us to have a Us the Default Payment.
VIVINT SOLAR DEVELOPER, LL� CUSTOMER(S):
�- ��.,�W"�
Signature: Signature•
P�;ntedNome. Steven Yarborough P�;�tedNome: Jeffrey Harnden
Salesperson No.: Date: �O��-01—��
Date: 2017-01-24
Signature:
Printed Name:
Date: �0��-0�—��
Copyright OO 2016 Vivint Solar Developer, LLC. All Rights Reserved SPA(10/2016, v3.2 7J � Page 16
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' ' ' ,�� �I ,��, ,,_. 18�0 W AshtOn B9vd. �
' � "-� '� Lehi, L➢T 84043
Structural Group
Jon P. Ward, SE, PE Clint C. Karren, PE
Structural Engineering Manager Structural Engrneering Manager
jon.ward�a vivintsolar.com clint.karren�vivintsolar.com
Januar 13, 2017
Y
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Mr. Dan Rock, Project Manager
Vivint Solar
1 S00 W Ashton Blvd.
Lehi, Utah 84043
Re: Structural Engineering Services
Harnden Residence
6.840 Stephens Path,Zephyrhills, FL
S-5390299; FL-01
' Dear Mr. Rock:
�' Pursuant to your request,we have reviewed the following information regarding solar panel installation on the roof of
I the above referenced home:
1. Site VisiWerification Form prepared by a representative from our office under my supervision identifying
specific site information including size and spacing of inembers for the existing roof structure.
2. Proposed layout of the system including connection details for the solar panels.
' 3. Photographs of the interior and exterior of the roof system identifying existing structural members and
their conditions.
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:
'�, Description of Residence:
The existing residence is typical wood framing construction with the roof system consisting of the following:
, • Roof Section: Prefabricated trusses at 24" on center. The attic space is unfinished and photos indicate
that there was free access to visually inspect the size and condition of the roof inembers.
All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard construction
� components. The existing roofing material consists of a maximum of two layers of composite shingle.
� A. Loading Criteria
8.0 PSF= Dead Load (roofing/framing)
2.6 PSF= Dead Load (solar panels/mounting hardware)
10.6 PSF=Total Dead Load
� 20 PSF= Ground Snow 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.)
� B. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent "EcoFasten Solar Installation Manual",
which can be found on the EcoFasten Solar website (www.ecofastensolar.com). If during solar panel
Page 1 of 2 � � - - �
� � • �_z. ' ' -, I
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installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified
before proceeding with the installation.
2. The solar panels are 1 Yz'thick and mounted 4Yz" off the roof for a total height off the existing roof of 6". At no
time will the panels be mounted higher than 6"above the existing plane of the roof.
, 3. Maximum allowable pullout per lag screw is 307 Ibs/inch of penetration as identified in the National Design
Specifications (NDS) of timber construction specifications for Southern Pine. Based on our evaluation, the
pullout value, utilizing a penetration depth of 2�/z", is less than the maximum allowable per connection and
therefore is adequate.
4. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph A above, using the wind
load uplift procedures of ASCE 7-10 and is specified below. The following values have been verified by in-
house testing and the mounting hardware manufacturers' data, which are available upon request. Panel
support connections shall be staggered to distribute load to adjacent members.
Modules in Landsca e Modules in Portrait
Roof Zone Interior Ed e Corner Interior Ed e Corner
Max Vertical S acin in 40 40 40 66 66 66
Max Horizontal S acin in 48 48 48 48 48 48
Max U lift Load Ibs 335 267 247 566 451 417
, C.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 any solar array size and configuration, if installed correctly.
I This evaluation is in conformance with the 2014 Florida Building Code- Residential 5th Edition, current industry
standards and practice, and the information supplied to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to contact
m e.
Regards, " � _
Clint C. Karren, PE - �.
FL License No. 81580 � _ ; ��._ , _ �
./�'`-¢_� _: - , - -= _
, ,
Page 2 of 2 � • _ ; ,
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������� .= �� __ , 1800 W Ashton Blvd.
`��'`�__ � ! Lehi, UT 84043
Struct�a�a9 (��ou� P: (801) 234-7050
Jon P Ward,SE, PE Clint C.Karren, PE
Structural Engineering Manager Structural Engineering Manager
jon.ward@vivintsolar.com clint.karren@vivintsolar.com
Structural Analysis Report
Project Address Date: January 13,2017
Harnden Residence
6840 Stephens Path
Zephyrhills,FL
Residence
Roof Area 3000 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
i Site Class D
Risk Category II
Seismic Parameters
SS= 1.50 g 0.2 sec Spectral Response Acceleration
S1= 0.55 g 1.0 sec Spectral Response Acceleration
Fa= 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1
F�= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 1 00 g Short Period Design Spectral Acceleration
SD�= 0.55 g 1 Second Period Design Spectral Acceleration - �
Wind Parameters - " � '
Wind Speed 145 mph -, � �
Exposure Category D . _ �
Roof Angle,Q 23.0 deg � _ ' -
� � ' = y` _ -- _
Product Information - — - , `
No.of Panels 20 " ;_ _ J � _ -- -
' Weight 2.59 psf including mounting system - � - - - '
Installed Area 351.7 $z " _ _ � `_
No.of Connectors 26 -
Summary
M�X;S�;,,g= 117733 lb-ft
M„e,,,= 906.55 lb-ft
Total New Gravity Loads are less than Existing Loads.OK
s • •
Sheet 1 of 3 ��M , _, '
Existing Structural Elements Carrying Gravity Load
2015 International Existing Building Code Section 707.2
2015 International Residential Code Section AJ501.4
2014 Florida Building Code-Residential Sth Edition,Section AJ104.1
Existing
Roof Dead Load Roof Live Load
4 psf Composite Shingle 20 psf
' 2 psf 3/4"Plywood Sheathing
1 psf Roof Framing @ 24 in.o.c. Ground Snow Load
0 psf Ceiling,Mechanical,Electrical 20 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
� 2.6 psf Solar Panel Weight 0 psf
Total per Rafter
Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing
56.04 pif
Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing
43.15 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-23.00%
' Total New Gravity Loads are less than Existing Loads. OK
, 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 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."
2015IRC 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."
2014 Florida Building Code-Res�dential5th Edition,Section AJ104.1 states:
� "Detached one-or rivo-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive
reconsh•uction shall not be required to be evaluated."
� Sheet 2 of 3 � � - , '
� ' �� � - -.;
. i
Wind Uplift
Simplified Procedure for Componenets and Cladding
ASCE 7-10,Section 30.5
V= 145 mph Basic Wind Speed
Exposure D ASCE 7-10,Section 26.7
1= 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
K�= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
� Roof Q= 23.0 deg
sa„��,o�= 48 in Horizontal spacing of roof anchors
A�;b= 12.80 sf Panel Area tributary to each roof anchor
' Pnet30 Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1
Roof Zone �ne 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1
31.5 psf 49.1 psf 89.3 psf
p�e�=1Kitp„��o= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
' 46 psf 72 psf 131 psf
p�ec= 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 withdrawl force,if desired
A�;b= 12.80 ftz
DLPa1e�= 2.59 psf
Zone 1 Zone 2 Zone 3
W„Pi;ft= 46 psf 72 psf 131 psf
Piag=F.S.x A�,;b x(0.6D-0.6W) Withdrawl force for each roof anchor
Zone 1 Zone 2 Zone 3
-335.21bs -267.21bs -246.91bs
Connection Capacity
db= 5/16 in Lag Screw diameter �
DPen= 2.50 in Lag Screw penetration into existing framing member
Southern Pine Species of wood framing
CD= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.32 '
C�= 0.7 Temperature Factor,NDS Table 103.4
W= 3071b/in Withdrawl Capacity,NDS Equation 11.2-1
W'=CD x C,x W= 3441b/in Adjusted withdrawl value
Pauow=DPen x W'= 8591bs
' Zone 1 Zone 2 Zone 3
DEMAND= 3351bs 2671bs 2471bs ,
� Max Load=0.390 OK
� CAPACITY= 859 Ibs 8591bs 8591bs
' • +� �
Sheet 3 of 3 ' � -
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Mono Multi Solutions
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, MONOCRYSTALLINE MODULE
270-295W
� POWER OUTPUT RANGE Maximize limited space with top-end efficiency
• Up to 180 W/mZ power density
' • Low thermal coefficients for greater energy production at high
1 Q.O� operatingtemperatures
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�o� Highly reliable due to stringent quality control
O�+�,•/ � �ol • Over 30 in-house tests(UV,TC,HF,and many more)
YY j �—� • In-house testing goes well beyond certification requirements
POSITIVE POWER TOLERANCE ' 100�EL double inspection
As a leadirig global manufucturer of Certified to withstand challenging environmental
next generationphotovoltaicproducts, COI1C�It10115
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TrinaSolarLlmited Cor�prehensive proel�cts and systern eertifcates
www.Trinasolaccom
• IEC 61215/IEC 61730/UL 1703/IEC 61701/IEC 62716
LINEAR PERFORMANCE WARRANTY • ISO 9001 Quality Management System
lOYearProductWarranty 25YcarLinearPowerWarranty • ISO 14001 EnvironmentalManagementSystem
• ISO 14064 Greenhouse Gases Emissions Verification
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'^��,�vzi1a�„_,�� • OHSAS 18001 Occupation Health and Safety Management System
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Smart EnergyTogether
THE A�U1IfA)('�p���` IVIODULE
PRODUCTS POWER RANGE ELECTRICAL DATA�STC)
TSM-DDOSA.OS�II� �275-295W Peak Power Watts-Pmnx(Wp�' � 270 275 280 285 290 245
TSM-DDOSA.OS(]I) 270-290W PowerOutputTolerance-PM�x(W) 0-+5 �
Maximum Power Voltage-VMrv(V) 31.2 31 4 31.7 31.8 32.2 32.5
;Maximum Power Current-IMrr(A) 8.66 8.76 8.84 8.97 9.01 9.08 �
DIMENSIONS OF PV MODULE Open CircuiT Voltage-Voc(V) , 3B.4 38J 39.0 , 39.3 39.5 � 39J
unit:mm/Inches ShorT Circuit Current-Isc�A� 9.18 9.26 9.35 9.45 9.50 9.55 �
35 941/37.0 - ' " �
- -- � Module Efficienc �
Y�m(%) 16.5 � 16.8 171 17.4 17.7 18.0
g - - - - -
J�nctbn Bon � STC:Irrodiance 1000 W/m',Cell Temperatuie 25°C,Air Moss AMI.S.
°-09"i2 'Test foleronce:±3%.
Inslofng Hde `
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� � Maximum Power-PM�x(Wp) 201 205 209 212 ' 216 220
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� �Maximum Power Voltage-VMrP(V) 28.9 29.2 29.4 29.6 29.9 30.2
� � , Maximum Power Current-IMrr(A) , 6.96 7.02 710 7,17 7.23 7.28
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� �Open Circuit Voltage-Voc(V) 35.7 36.0 36.3 36.6 36.7 36.9 �
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6-0aa Short Circuit Current-Isc(A) 741 748 . 7.55 � 7.63 7.67 7.71
Grwn�ug Hde � - -- - - -
� NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed 1 m/s.
12-Droin Hole Y.
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MECHANICAL DATA
180�•� SolarCells Monocrystalline 156 x 156 mm(6 inches)
Ba�Y�ew Cell Orientatian 60 cells�6 x 10� �
, Module Dimensions � 1650 x 992■35 mm(65.0 x 39.1 x 1.38 inches)
5rconsealant ;Weighi 18.6 kg(41.OIb) �
n/O.a3 - - - �
�aminate Glass 3.2 mm(0.13 inchesJ,High Transmission,AR Coated Tempered Glass ,
� Bocksheet White(DD05A.08(II)�;Black�DDOSA.OS(II�) �
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Frame Black(DDOSA.OS(II),DDOSA.OS(I1�)
kome
�- �J-Box IP 67 or IP 68 rafed �
3sn.3a , Cables Photovoltaic Technology Cable 4.Omm'(0.006 inches�),
n-n 1000 mm(39 4 inchesJ
, , �Connector MC4 Compatible orAmphenol H4/UTX �
, Fire Type Type 1 or Type 2 �
1-V CURVES OF PV MODULE(295W) �-----.- ----- -�_._..T_..-_------ -���--------�-----------�
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B TEMPERATURE RATINGS MAXIMUM RATINGS
a Nominal Operating Cell ;44,C�+z,C� Operational Temperature -40-+g5°C
T Temperature(NOCT) -
a s �� �Maximum System Voltage �OOOV DC(IEC) �
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5 , �TemperaTure Coefficient of Pr.uu -0.39%/°C � � 1000V DC(UL� �
� 40°"'�"'' Temperature Coefficient of Voc -0.29%/°C Max Series Fuse Rating 15A
� ,�,,,m, ' i Temperature Coefficient of Isc 0.05%/°C �
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�„b�,�,.� WARRANTY
P-V CURVES OF PV MODULE(295W) 10 year Product Workmanship Warranty �
'0° 25 year Linear Power Warranty ' �
� i000w�m� �
(Pleaseretertoprod�ciwarronfyfordetails) �
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CAUTION:READSAfETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.
. T'r'n�solar �2016 Trina Solar Lfmited.All righis reserved.Specificofions included in this datasheef are subject to change wifhout notice.
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SO���' � • � �. �
�olarEdg� Single Phase Inverters ,
For North America
SE3000A-US /SE3800A-US/ SE5000A-US/SE6000A-US/
� SE7600A-US/SE1QOOOA-US/ SE11400A-US
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The best choBce for SolarEdge enabled systems
� Integrated arc fault protection(Type 1)for NEC 2011 690 11 compliance
— Superior efficiency(98%)
� 5mall,lightweight and easy to install on provided bracket
— Built-in module-level monitoring
, — Internet connection through Ethernet or Wireless
� Outdoor and indoor installation
— Fixed voltage inverter, DC/AC conversion only
— Pre-assembled Safety Switch for faster installadon ��
— Optional—revenue grade data,ANSI C12.1 i
USA-GEfiPAANY-ITALY-FRA�CE-JAPAN-CHIN�1-AUSTRaLIA-THE ME I HERLANDS-ISRAEL W W W.SOI2 C'
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0 UTP UT
Nominal AC Power Output 3000 3800 SOI)0 b000 7600 ggg0 @ 208V g1400 Ve\
, 10000 @240V
SdO�@ 20SV 10800 @ 208V
Max.AC Power Output 33�0 4150 �,��0�Z;�V 6000 8350 . 10950 @240V 12000 VA
I AC output Voltage Min:Nom:Max!'�
183-208-229 Vac � � �
AC Output Voltage Min:Nom:Max.�'� i
211-24D-264 Vac ; � � � � � '� ✓
i AC Frequency Min:Nom:Max.�'� 593-60-60.5(with HI country settin�57•60-60.5) Hz
I I �4 @ 208V I I I 48 @ 208V
Max.Continuous Output Current � 12.5 l6 2.5 � 32 f 47.5 A
21�240V , i 42�240V .
iGFDI Threshold , 1 A
UUht�Monilorin Islandin Proleclion Count Confi�urahle ThreShplJ5 e
5 r G �Y t, Y s Yes
INPUT
� MaximumDCPower{STCj 4050 5100 fi750 81U0 10250 13500 � 15350 ! W
� Transformer-less,Ungrounded yces �
Max.Input Voltage S00 I Vdc
� Nom.DC Input Voltage 325 @ 2oSV/350�240V 1 Vdc
16.5 @ 208V I 33 @ 208V
Max.InputCurrent�'� 4.5 13 16 23 34.5 � Adc
,is;s�a zaov � 3os @ zaov �
Max.Input Short Circuit Current �t; ' Adc
Reverse-PolaritY protection Yes
Ground-Fault Isolation Detection � 600kn Sensitivity �
Maximum Inverter Efficiency 97.7 98.2 9g3 9g,3 I gg , gg 9g %
CEC Weighted Efficiency 97,5 98 97•5 @ 208V I � 97 5 � 97 S ; 97 @ 2pgV 9�5 4'
98 @ 240V I � 97.5 @ 240V �
NighttimePowerConsumption <2,5 , <d W
' ADDITIONAL FEATURES
Supported Cornmunication Interfaces R5485,R5232,Ethernet,ZigBee(optional)
Revenue Grade Data,ANSI C12.1 � Optional�3j
Rapid Shutdown—NEC 2014 690.12 FuncHonaliiy enabled when SolarEdge rapld shutdown kit is Installed�`�
STANDARD COMPLIAN[E
Safety UL37d1,UL1699B,UL3996,CSA 2�.2
Grid Connection Standards IEEE1547
Emissions FCC part15 class B ,
INSTALLATION SPECIFICATIONS
AC output conduit size/AWG range 3J4"minlmum J 16-fi AWG � 3/4"minimum/8-3 AWG
DC input canduit sixe/#of str(ngs/ � � 3/4"minimum/1-2 strings/
AWG ran�e 3/4"minimum/1-2 strings/16-6 AWG 14-6 AWG
Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 3D.5 x 12.5 x 10.5/ in/
(HxWxD) 775 x 315 x 260 mrtt
Weight with Safety Switch 51.2/23.2 j 54.7/24.7 8B 4/40.1 Ib/kg
Natural ,
convection
Cooling Naturel Convection and internal Fans(user replaceable)
fan(user �
re.placeableJ �
Naise <25 <50 dBA
Min.-Max.Operatlng Temperature
Range -13 to+140/-25 to+60(-40 to+60 version availabie�S�) 'F/'C
Protectlon Rating NEMA 3R
�'�ia nihrr�a•gi�mal x�14n�;:nlca,a canl.ut icJort JFc support.
«�.l�ny;Ln mp�rnt wu¢e n iy br used.lhc uwcrtm will hmd n:n+pm cunrnt lu fhe valuesstaled.
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