HomeMy WebLinkAbout19-21300 CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 21300
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit#:21300 Issued: 6/04/2019 Address: 6671 WAGON TRAIL ST
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 25,234.00 Total Fees: 352.50 Subdivision: SILVERADO
Amount Paid: 352.50 Date Paid: 6/04/2019 Parcel Number: 05-26-21-0080-00600-0390
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT INC Name: BEATTY, ADAM THOMAS & SAMANTHA
Addr: 4931 N 300 W Address: 6671 WAGON TRAIL ST
PROVO, UT. 84604 ZEPHYRHILLS, FL 33541-2559
Phone: (877)479-1670 Lic: Phone: 813-629-4818
Work Desc: INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAY SYSTEM
APPLICATION FEES
ELECTRICAL FEE 135.00 BUILDING FEE 217.50
RO INSPECTIO RE UIRED
UG ECTRIC
CONSTRUCTION POLE
PRE-METE �
FINAL
REINSPECTION FEES-(c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City
Codes and Ordinances.
TOR PER OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
1
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department 2
Date Received —� .Phone Contact for Permitting
Owner's Name -AAA M BE,ptT t Owner Phone Num 2"I
Owner's Address CQ v4 12s,c-0 N TQAT L S Owner Phone Number
Owner Phone Number
JOB ADDRESS lY lf�� 1 W A6L T72A 1 S) Z E P V4 k =i- LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R
NEW CONSTR ADD/ALT SIGN 0 Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK 0 FRAME STEEL Q
DESCRIPTION OF WORK 1I SSTR LLp.-.O N o f Pr ROOF- M bU N Ta P HOTOVO LTUC �3 0 UA Z
BUILDING SIZE SQ FOOTAGE= HEIGHT '
BUILDING $.0 Or I r_,$Q VALUATION OF TOTAL CONSTRUCTION
dLECTRICAL Ito
I �� AMP SERVICE � DUKE ENERGY Q W.R.E.C.
G 7, 13�
PLUMBING $
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION '" " ��q. �
(�'V
=GAS Q ROOFING 0 SPECIALTY OTHER L
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
Hiiiiiiiii H�M i i i i i i i i i i i I 1 '(74 1........... i i i i I i i i i i i i i s i i I i I i i i o i i i i i i i i 1 1 i i i i 2 i i i i i i i i i i I i i i
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN 2 Y/N
Address s4 60 VJ - } N K f - M P L License# ( J d o d
SELECTRICIANIGNATURE /7r,� REGISTERED =_Fq Y (�rT So FEE RA •D EN L1 IvE
Address U v W l'N 1\ fA Av C— .TA M P FL License# eC��00&-1
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&'Cohfractor sigrrback of application,notarized
If over$2500,a Notice'of Commencement'is:required. (A/C upgrades over$7500)
" Agent(for the contractor)`oor Power oP Attorney„(forthe owner)would be someone with notarized letter from owner authorizing same
i :
OVER THE COUNTER PERMITTING.,, , a;.(copy.of contract required)
Reroofs if shingles"--,Sewers Service•Upgrades.'A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance wlfh any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both tie owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contracts i are uncertain as to what licensing requirements may.apply for the
intended work, they are advised to contact the Pascc County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a cont actor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application or which they will be responsible. If,you, as the owner sign as the
contractor, that may be an indication that he is not r roperly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT A D RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Reca ery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing b ildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also underst nds, that such fees, as maybe due, will be identified at the time of
permitting. It is further understood that Transportati,n Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power elease. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained e copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify t1 iat all the information in this application is accurate and that all work
will be done in compliance with all applicable laws rf gulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and [istallation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that ill work will be performed to meet standards of all laws regulating
construction, County and-City codes, zoning regula ions, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take t be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-As estos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone"V'unless expressly permitted.
If the fill material it to be used in Fled Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitte( at time of permitting which is prepared, by a professional engineer
licensed by the State of Florida.
If the fill material is,to.be used in Floo'c -Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any are a, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to ladve'sely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issi ed under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engine red drainage plan is required.
in cod
If I am the AGENT FOR THE OWNER, I promise faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a"license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor hall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, constructionr violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is Comm nced within six months of permit issuance, or if work authorized by
o the permit is suspended or abandoned for a period six(6)months after the time the work is commenced. An extension
f
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
WARNING-TO-OWNER:- YOUR-FAILURE TO-RE C ORD-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 BEFORi RECORDING YOU kNOTICEA)r--COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to or affirmed) e re e this
by �X t
Who is/are personally known to me or has/have produced Who is/are Fros rlally no n to me or has/have produced
as identification. as identification.
Notary Public
tic
r(
Commission No. Cc ssion N J UEUNEBOGES
67
DecemberIt 2022
0 036M.1199
print
Name of Notary typed,printed or stamped Name of Notary Ftyped,JpdF*thffiQ=
INSTR# 2019079929 BK 9904 PG 802
05/10/2019 11:13am Page 1 of 1
Rcpti .2053598 Rec: 10.00
DS: 0.00 IT: 0.00
Paula S. O 'Neil, Ph.D.
Pasco County Clerk & Comptroller
C
Permit No. Parcel ID No
NOTICE OF COMMENCEMENT
State of Florida County of Pasco
THE UNDERSIGNED hereby gives notice that Improvement will 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 Identificatiorl
No.
Street Address: attion
D �Q 6 C� �'/h l `
2. General Description of Improvement Instal of a roof-mounted solar photovoltaic system
3. Owner Information or Lessee information if the Lessee contracted for the Improvement:
�OLQ7 6rne
va)Flcqay TP-6,qL cS -r- �C'tjy�bftr c-S
Address City State
Interest in Property:
Name of Fee Simple Titleholder:
(If different from Owner listed above)
Address City State
4. Contractor: Vivint Solar Developer, LLC
Name
5100 W Hanna Ave Tampa FL-33634
Address City State
Contractor's Telephone No.: (813)359-0634
5. Surety:
Name
Address City State
Amount of Bond: $ Telephone No.:
6. Lender:
Name
Address City State
Lender's-Telephone No.:
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
Address city \.. State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of
to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction d final pay ent to the
contractor,but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMME CEMENT
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 c ncem t and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Slonatur"fWier-o ssee, r Owner's or Lessee's Authorized
OflluffDlrectorfflaft ger
Signatory's Title/Office
The foregoing instrument was acknowledged before me.this'5 day of M A Y',201g,by /�I► 4/`'1 �,4
as G L" i' 12 K (type of authority,e. er,trustee,attorney In fact)for
Adam-R glbMs (name a of om Instrument was executed).
Personally Known ElOR Produced Identification LAY Notary Signature
Type of Identification Produced wimrs Uce11S@ Name(Print)
o�Nv:pe" ADAM R..JONAS .
MY COMMISSION#FF 235672' -
EXPIRES:June 13,2019_-.
Bonded Thru Budget Notary Services
wpdata/bcs/noticecommencement_pcO53048
r
STATE,OF FLC."M- A. r rll ln�'r t nE nAOflr%
TH16 IS T O CEERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITH..MY HAND A, 0 I IAL SEALTHIS
--� DAY OF 2 ej�
PAULA S. O NEIL, C MPTROLLER�
BY DEPUTY CLERK
/�� IiLOIiIUfl!-
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �f\�
Date Received:
r
Site: ((J 7/ 6Ml
Permit Type: Ae-
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.
MAY-4 8 2019
Kalvirf Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
4'
® c
r' ) 1800 W Ashton Blvd.
vivi ® • ' Lehi, SIT 84043
Structural Group
J. Matthew Walsh, PE Samuel Brown, PE-Civil
Senior Structural Engineering Manager Structural Engineering
james.waishC vivintsolar.com sam.brown0vivintsolancom
May 02,2019
Re: Structural Engineering Services
Beatty Residence
6671 Wagon Trail St, Zephyrhills, FL
S-6099087; FL-01
To Whom It May Concern:
We have reviewed the following information regarding solar panel installation on the roof of the above referenced
home:
1. Site Visit by a representative from our office under my supervision identifying specific interior and
exterior site information including the condition of the existing roof system and the size, spacing, and
condition of existing structural framing members. Information gathered during the site visit includes
photographs, sketches, and verification forms.
2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to
the existing roof.
Based on the above information,we have evaluated the structural capacity of the existing roof system to support the
additional loads imposed by the solar panels and have the following comments related to our review and evaluation:
A. Description of Residence:
The existing residence is typical wood framing construction with a maximum of two layers of composite shingle
roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard
construction components and consists of the following:
• Roof Sections: Prefabricated trusses at 24" on center. Survey photos indicate that there was free
access to verify the framing size and spacing.
B. Loading Criteria ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
8.02 PSF= Dead Load (roofing/framing) NATIONAL ELECTRIC CODE,
2.59 PSF= Dead Load (solar panels/mounting hardware) AND THE CITY OF ZEPHYRHILLS
10.61 PSF=Total Dead Load ORDINANCES
20 PSF= Roof Live Load (based on local requirements)
Wind speed of 145 mph (based on Exposure Category D-the tcit`�`"'(l A�Vgjg�tagwin ILA is calculated for the
Interior, Edge, and Corner Zones of the dwelling.) CI�- d 'r�_. �''
4`5� ZCj:�H)"-R
C. Solar Panel Anchorage
)��l_
1. Installation shall proceed in accordance with the applicable guidelines and r2b)mmen atons-indicated below.
If, during solar panel installation, the roof framing members appear unstable 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 Yz' thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
Page 1 of 2 IL Nto
Page 2 of 2
3. The following mounting types shall be used. Please refer to the mounting details for the associated required
penetration depth. Based on our evaluation, the pullout demand is less than the maximum allowable per
connection and therefore is adequate.
• EcoFasten Solar: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS)
of timber construction specifications for Southern Pine is 235 Ibs/inch penetration.
4. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind
load uplift procedures of ASCE 7-10 and is specified below. These spacing requirements apply to all mount
types indicated above. The following values have been verified by in-house testing and the mounting hardware
manufacturers' data, which are available upon request. Panel support connections should be staggered, where
possible,to distribute load to adjacent members.
Modules in Landscape Modules in Portrait
Roof Zone Interior Ede Corner Interior Ede Corner
Max Vertical Spacing in 40 40 40 66 66 66
Max Horizontal Spacing in 48 48 48 48 48 48
Max Uplift Load Ibs 369 294 271 623 495 457
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,
J. Matthew Walsh, PE
FL License No. 84923
05/02/2019
viv' `_ 1800 W Ashton Blvd.
® -- - `= Lehi, UT 84043
Structural Group
J. Matthew Walsh, PE Samuel Brown, PE-Civil
Senior Structural Engineering Manager Sfructural Engineering
james.walsli@vivintsolar.com sam.brown@vivintsolar.com
Structural Analysis Report
Project Address Date: May 2,2019
Beatty Residence
6671 Wagon Trail St
Zephyrhills,FL
S-6099087
Residence
Roof Area 1865 sf
Upper Floor Area 1399 sf
Number of Stories 2
Type of Construction Wood-Framed with Rated shear panels
Mean Roof height 25 ft
Upper Floor height loft
Location Parameters
Latitude 33.841
Longitude -117.85
Site Class D
Risk Category II
Seismic Parameters
SS= 1.50 g 0.2 sec Spectral Response Acceleration _
S1 = 0.55 g 1.0 sec Spectral Response Acceleration
Fa= 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1
Fv= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2
SDs = 1.00 g Short Period Design Spectral Acceleration
SDt = 0.55 g 1 Second Period Design Spectral Acceleration
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 20.0 deg
Product Information
No.of Panels 37
Weight 2.59 psf including mounting system
Installed Area 650.6 ft2
No.of Connectors 49
5/2/2019
Page 1 of 3 'v' _ _
Existing Structural Elements Carrying Gravity Load
2015 IEBC/2015 IRC/2017 FBC
Existing
Roof Dead Load Roof Live Load Floor Dead Load
4 psf Composite Shingle 20 psf 7.50 psf Floor Finishes
2 psf 3/4"Plywood Sheathing 3.30 psf 1 1/8" Subfloor Sheathing
1 psf Roof Framing @ 24 in.o.c. Ground Snow Load 3.40 psf Joists @ 16'o.c.
0 psf Ceiling,Mechanical,Electrical 0 psf 15 psf Partitions
1 psf Miscellaneous 3.60 psf Ceiling,Mechanical,Electrical
8 psf TOTAL 1.25 psf Miscellaneous
34 psf TOTAL
Wall Dead Load
8 ft Wall Height Floor Live Load
300 ft Wall Length 40 psf
12 psf Wall Weight
Additional
Roof Dead Load Roof Live Load with Solar Panels
2.59 psf Solar Panel Weight 0 psf
Total per Rafter
Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing
56.04 plf
Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing
21.22 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-62.14%
Total New Gravity Loads are less than Existing Loads.OK
2015 IEBC Section 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."
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
VIVI-nado
Wind Uplift
Simplified Procedure for Components and Cladding
ASCE 7-10,Section 30.5
V= 145 mph Basic Wind Speed
Exposure D ASCE 7-10,Section 26.7
= 1.61 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
KzS= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 20.0 deg
sa,ebor= 48 in Horizontal spacing of roof anchors
At„b= 12.80 sf Panel Area tributary to each roof anchor
Pnet30 Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1
Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1
31.5 psf 49.1 psf 89.3 psf
Pnet=AKnpnet30= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
51 psf 79 psf 144 psf
Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 51 psf Use 79 psf Use 144 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
Atrib= 12.80 ft`
DLpanel= 2.59 psf
Zone 1 Zone 2 Zone 3
Wuplift= 51 psf 79 psf 144 psf
Piag=F.S.x A,,;b x(0.6D-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
369.0lbs -293.6lbs -270.91bs
Connection Capacity
db= 5/16 in Lag Screw diameter
DpeR= 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 C,x W= 263 lb/in Adjusted withdrawal value
Pouo,=Dpen x W'= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 369 lbs 294 lbs 271 lbs
Max Load=0.561 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 i ' s
�CdGGt�'G
wwW.jinkosolar.com Jin1<0
Eagle 60
® / / Wallff
• • PERC MODULE
PositlVepbwer toleranceof0
r
--- KEY FEATURES
II'�II Innovative Solar Cells
Five busbar monocrystalline PERC cell technology improves
module efficiency
High Efficiency
M.R—
Higher module conversion efficiency(up to 18.94%)due to
Passivated Emmiter Rear Contact(PERC)technology
I.. .
PID Free
PIO-FYEE World's 1"PD-Free module
Low-Light Performance
Enwucar Advanced glass technology improves light absorption and retention
++++ Strength and Durability
a
�P. Certified for high snow(5400Pa)and wind(2400Pa)loads
Weather Resistance
aEsrsTAw Certified for salt mist and ammonia resistance
LINEAR PERFORMANCE WARRANTY
IS09001:2008 Quality Standards 10 Year Product Warranty • 25 Year Linear Power Warranty
•
•IS014001:2004 Environmental Standards
•OHSAS18001 Occupational Health&Safety Standards
Nomenclature: Linear performance warranty
t00%
JKM310M- 60B Standard performance warranty
9�%
_ o
q ct d
Cl While
Code cke Ba et E 95% ar value from Jrnko s
nul
o
B Black `w 90% /ar s pr,ear
a° k arrar)ty
a
w
C UL US CE � 802% '
LISTED o years
1 5 12 25
ngine. nnq,,,®
99212..(39.06') 401-(1.5r) 942±2mm 7.09") Current-Voltage&Power-Voltage Temperature Dependence
Curves(310VV) of lscVoc,Pmax
iiii 11111 HIM li!!Iliilililil�d 1 1 .1� - I� -
Hill Ni!i iiiiiiilk�l r
Hill 1111 1 li il,
;III hil!111!J 11 301
250 E
>
F 0C
-f Vo
max
4
40
"lo 5 to Is 25 lil 40
_J MI u 15
-50 n o 25 50 76 1.
Voltage(v) Cell TeriperatureCC)
Mechahica-Characterl'stim
—_MonocrvstaI line P RirC 156xl 6mm(6 inch)
No.of 60(6 x 10)
Dimensions 1650-992x4Omm IS :97',x39.06xI.57 inch)
rn
Weight 18.5 kg(40.8 1 bs.)
--- ---- —3-2-rn—mAntireflection Coating,,
Front Glass
High Transmission,Cow,Iron;Tempered Glass
Packaging ConionsFrame Anodized Aluminium Alloy(Black)
L
(Two boxes=One Pallet) 'Junction Box :'IP67 Rated'
'26 pcs/bo;,E p,7/palli 728 p HQ C.Ttzine7 s Output Cables 2 AWG,Length:900mm(35.43 inch)
L�Ire Type Type 1
spEOWICAiTti S-
Module Type JKM290M-60 JKM295M-60 JKM30OM-60 JKM305M-60 JKM31 OM-60
IIIJOCT Fc- STC , NOCF-.STC NOCT STC� Nb&r.
Maximum Power(Pri 29OWp 216WI I 295Wp 220Wp 30OWp 224Wp 305Wp 227Wp 31OWp 231Wp
VM
`Maximum Power Volta pL 30.2V 32AY. 30AV 32.6V 30.6V 32:�T:'---k8`i 33!0 _31,01�
—gLL-, 22,2V — �2 _ - _
Maximum Power Current(Irrip) 9.02A 7.15A 9.1 OA 7.24A 9.21A 7.32A 9.30A 7.40A 9.40A 7.49A
Open—circuit Voltage(Voc) 39.5V 36.6V 39;7V 36.8V 40.1V 37.OV .40:3V: 27 2N� 40 5V 37.4V
Short-circuit Current(Isc) 9.55A 7.81A 9.61A 7.89A 9.72A 8,01A 9.83A 8.12A 9.92A 8.20A
ModuleEfficien 7 7211; 18,02% 18.33%- 18.63% —1
Operating Temperature(*C) -40'C-+85*C
Maximum System Voltage I
10 OVDC(UL and EC)
Maximum Series Fuse Rating 20A
1 Power Tolerance 0-+3%
Temperature Coefficients of Pmax -0.39%/C
Jemp,!ratyreCc�efficients of Voc -0:29%/C
Temperature Coefficients of Isc 0.048%/C
Nominal Operating Cell Teni 45±2°C
STC: V.'Irradiance 1000W/M2 Cell remperature 25°C 07 AM=1.5
NOCT: `14'Irradiance 800W/m2 Ambient Temperature 20°C AM=1.5 I Wind Speed Im/s
Power measurement tolerance:±3%
CAUTION: READ SAFETY AND INSTALLATION l STRUCTIONS BEFORE USING THE PRODUCT.
Oc Jinko Solar Co., Ltd.All rights reserved. Slpecifi ations included in this clatasheet are subject to change without notice.
US-MKT-31OM-60_1.0_rev2017
Sour=@@ •
SolarEdge Single Phase Inverters
for North America
SE3OOOH-US / SE38OOH-US / SE5OOOH-US/ SE6OOOH-US /
SE76OOH-US
® solar- •:
i verte�:
I Y
r
F
Id �
r
v
I
I
c
i
Optimized installation with HD-Wave technology
,Specifically designed to work with power optimizers. .
Record-breaking efficiency
Fixed voltage inverter for longer strings
Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017,per article 690.11 and 690.12
- UL1741 SA certified,for CPUC Rule 21 grid compliance
Extremely small and easy to install outdoors or indoors � I
High reliability without any electrolytic capacitors '�
Built-in module-level monitoring wave .
Optional:Revenue grade-data-,ANSI C12.20 Class 0.5(0.5%accuracy)'
USA-CANADA-GERMANY-UK-ITALY-THE N ETH E R LAN DS-JAPAN-CHINA-AUSTRALIA-ISRAEL-F RAN CE-BELGIUM-TURKEY-INDIA-BULGARIA-RO MAN IA-HUNGARY-SWED EN- www.solaredge.us
SOUTH AFRICA-POLAND-CZECH REPUBLIC
solar=@@ Single Phase Inverters for North America'
SE3000 -US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US
SE3000 -US SE380OH-US SESOOOH-US I SE6000H-US I SE760OH-US
OUTPUT
Rated AC Power Output 3000 3200 5000 6000 7600 VA
......................p.................................. ............ ...... ................... ................... ................... ................... ............
Max.AC Power Output 3000 3800 5000 6000 7600 VA
.................................. ... .... ........ ..........
AC Output Voltage Min:Nom:Max.(183-208-229) ✓ Vac
................................................. ........... ...... ................... ................... ................... ................... ............
AC Output Voltage Min. -Max.(211-240:264) ✓ ✓ ✓ 1 ✓ ✓ Vac
AC Frequency(Nominal) 59.3-60-60.Si'i Hz
.............................p........................... ............ ...... .........
Maximum Continuous Output Current 208V 24 A
................................................... ............ ...... ...................1::::::............. ................... ................... ............
Maximum Continuous Output Current 240V 12,5 16 21 25 32 A
.... ................... ...........
GFDI Threshold 1 A
..................................................... ............ ................................... ............................................... ............
Utility Monitoring,Islanding Protection, Yes
Country Configurable Thresholds
INPUT
Maximum DC Power 4650 I 5900 7750 9300 11800 W
...... ............
Transformer-less,Ungrounded Yes
......................................................... ............ ....................................................................................I. ............
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
..Maximum Input Current 208V Zi..................... ......._........ 13.5...... _........ ........_........ ....Adc....
.. um I'. f:::::::: ... .. . :f .................:f::::::::...........
Maximum Input Current 240V i'i 8 5 10.5 13:5 16:5 20 Adc
Max.Input Short Circuit Current 45 Adc
......................................................... ............ ...................................................................................... ............
Reverse-Polarity Protection Yes
......................................................... ............ ...................................................................................... ............
Ground-Fault Isolation Detection 600ko Sensitivity
......................................................... ............ ......
Maximum In.verter ffi .....................................99:2..................................... ..... .....
. ........E.....ciency............................. 99 ......
CEC Weighted Efficiency 99
......................................................... ............ ...................................................................................... ............
Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported.Commun. . ication 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 UL1 41,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 B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range ..
0.75-1" Conduit/14-6 AWG
. ....................................................... ............
DC Input Conduit Size/#of Strings/AWG Range 0.75.1" Conduit/1.2 strings/14-6 AWG
...... ... ............
Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 in/mm
........... ............
Weight with Safety Switch... ............... ...... ............ .. 22/10.. ... ....... 25.1. 11.4 26.2/1 Ib_/I.....
.... ......... ................... ................... ..
..Noise.. <25 <50 dBA
..... .................................................... ............ .................................................................. ........ ....... ............
Natural
convection and
Cooling Natural Convection internalfan
(user
.................................................... .............. reP..laceable
....... . ............
Operating Temperature Range .13 to+140/-25 to+60i'i(-40°F/-40'C option)(') 'F/'C
Protection Rating NEMA 3R(Inverter with Safety Switch)
For other regional settings please contact SolarEdge support
1zi A higher current source may be used;the inverter will limit its input current to the value stated
Revenue grade inverter PIN:SExxxxH-US000NNC2 _
Power de-rating from 50'C
�s1-40 version PIN:SFxxxxH-US000NNU4
Fre-L ROHS.
o SolarEoge Technologies..Inc�All rights reserved.SOLAREbGE, OPTIMIZED B5OLAREQGE
are"demarks or registered trademarks
•e e• a e•
Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER)
DC System Size(Watts) I 11655 I Tag# Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size -+
AC System Size(Watts) I 7600 I 1 PV Wire 12 AWG 2(V+,V-) N/A-Free Air N/A-Free Air H
Total Module Count I 37 I 1 Bare Copper Ground-EGC 6 AWG 1 BARE N/A-Free Air N/A-Free Air
2 THWN-2 10 AWG 4(2V+,2V-)B/R EMT 1/211 a LL
2 THWN-2 EGC 12 AWG 1(GRN) EMT 1/2 Z
3 THWN-2 8 AWG 3(1L11L21N)B/R/W EMT 3/4" W =
3 THWN-2 EGC 10 AWG 1(GRN) EMT 3/4" 3U
^O Q
m
N to
4-
G0 ' ELIO
S* 7 No.86111 Z {
STATE OF
OR
In
"IanNtø 6/2019
-a
2/?S/z (
)d L/
m
r1
ei
INSTALLERS NOTE:RELOCATE CIRCUIT BREAKER
Solar Edge TO CREATE SPACE FOR HORIZONTAL BREAKER. Q aq C
•
SE7600H-US 0 `i N
w
Point of interconnection,Load Side Z m rn
705.12(D)(2)(3)(b) ≥ S U
Z w
Rapid Shutdown cc W
Disconnect,Square D Existing 240V/200AServlce . J Z
DU222RB,240V/60A, Panel,Single Phase,with Q Q U rn
Unfused,NEMA3,or 200A Main Disconnect N H ON
equivalent M Z Z
STRING 2:18 PV 1 2 SHEET
MODULES NAME:
W/OPTIMIZERS 2
M
A C
c 3
STRING 1:19 PV 1 2 3 M G
MODULES ��, TNEMA4 Junction Box
W/OPTIMIZERS 3 3 SHEET
EW NUMBER:
175A W. p ___________ __
37PV MODULES PER INVERTER=11655 WATTS Visib a Loc a e Kni e'AC Minimum GEC size 4 i-I
SIC Disconnect AWG copper
W
I -
CAUTION:SOLAR ELECTRIC SYSTEM CONNECTED WARNING:DUAL POWER SOURCE WARNING WARNING r+
1 Property of Vivint Solar 4 SECOND SOURCE IS A PHOTOVOLTAIC SYSTEM ELECTRICAL SHOCK HAZARD 12 ELECTRICAL SHOCK HAZARD F- •-i
In
MAIN BREAKER DE-RATED TO***DUE TO SOLAR RATED AC OUTPUT CURRENT:***A IF A GROUND FAULT IS INDICATED, THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE u m 0
CIRCUITS NOM.OPERATING AC VOLTAGE:***V NORMALLY GROUNDED CONDUCTORS UNGROUNDED AND MAY BE ENERGIZED y aac J
2 MAX OF***AMPS PV SOURCE ALLOWED Property of Vivint Solar MAY BE UNGROUNDED AND ENERGIZED Property
p rty of Vivint Solar
DO NOT INCREASE MAIN BREAKER RATING WARNING:PHOTOVOLTAIC POWER SOURCE Property of Vivint Solar
SITE PLAN PLACARD SHOWING ADDITIONAL POWER
Property of Vivint Solar 5 Property of Vivint Solar 13 oc U
P �tY WARNING SOURCE AND DISCONNECT LOCATIONS.PLACARD m '5 >.
a 3 WARNING PHOTOVOLTAIC AC DISCONNECT 10 INVERTER OUTPUT CONNECTION SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL m
w n a
ELECTRICAL SHOCK HAZARD RATED AC OUTPUT CURRENT:***A DO NOT RELOCATE THIS OVERCURRENT DEVICE PANEL(only when necessary) N
DO NOT TOUCH TERMINALS.TERMINALS ON BOTH 6 NOM.OPERATING AC VOLTAGE: ***V Property of Vivint Solar Property of Vivint Solar m
THE LINE AND LOAD SIDES MAY BE ENERGIZED IN Property of Vivint Solar PHOTOVOLTAIC POWER SOURCE DC DISCONNECT
THE OPEN POSITION PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID 11 RATED MAXIMUM POWER POINT CURRENT(IMP) ***A 14 PV rapid shutdown disconnect
Property of Vivint Solar 7 SHUTDOWN RATED MAXIMUM POWER POINT VOLTAGE(VMP) ***V placard indicated on E.3
Property of Vivint Solar MAXIMUM SYSTEM VOLTAGE(VOC) ***V
PHOTOVOLTAIC DC DISCONNECT I SHORT CIRCUIT CURRENT(ISC) ***A 1Hltlt�j��
8 Property of Vivint Solar Property of Vivint Solar ������,QF►Y ELF
SIN
***-value calculated for each Q` V�GENSF �,! it
account,for specific value see the S* N0.8611
previous warning label page
rn
STATE OF
n
•
��Al.t�" 6/2019 d
11 14 4 7
U
ROOFTOP ARRAY 8 12 6 6 6 2 4 13 IF APPLICABLE 4
EVERY 10'AND
WITHIN 1'OF c
ELBOWS •,yG�oG 3 9 3 3 3 1 1 2 g 00 o
•sue 5 5 5 5 5 5 o N
I O •; FL H m
MICRO-INVERTER ≥ z w
SYSTEMS DC M O Uj L W
WWI ^
00
DISCONNECT a o
INSIDE zzLL �
[OR] - - - -•t - - - - - - - - - - - - - _ SHEET
SOLAR INVERTERS COMBINER PANEL
VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAIN SERVICE NAME:
12 JUNCTION (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT WHEN REQUIRED) DISCONNECT PANEL c
STRING-INVERTER BOX 5 INTEGRATED WITH (WHERE REQUIRED)
SYSTEMS ARRAY) TYPICAL SOLAR GENERATION INSTALLATION 10 INSIDE PANEL 10 0 t
(NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) 3 d
SHEET
j ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT(DC)CONDUIT,ENCLOSURES, NUMBER:
SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO SMALLER THAN 3/8"WHITE ARIAL FONT RACE-WAYS,CABLE ASSEMBLIES,JUNCTION BOXES COMBINER BOXES,AND DISCONNECTS TO ALERT THE FIRE SERVICE TO
TEXT,AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED.ALL AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT(3048 MM),WITHIN 1 FT(305MM)OF
PLACARDS SHALL BE WEATHER-RESISTANT,PERMANENTLY ETCHED PLACARDS. TURNS OR BENDS AND WITHIN 1 FT(305 MM),ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES,WALLS OR
HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. BARRIERS Iy
m
� � 0 1
Main Service Panel Signage Q
N J Lb
(Installed on the Face of the Service Meter) �. LL N
Per 690.54,690.56(B),&705.10 z
> Q = 0
• • • - • *. � U
d , i
Combiner Boxes,J-Boxes,Disconnects,Devices,& DC Disconnect Per 690.53 mLb N•
Inverters In Un-Grounded Systems Per 690.35(F)(String •• - • • • . -•
systems) • • • - . • • . - • . •• -•___________________________ 1! :' ' ' ('O
er • •
Conduit,Raceways,and J-Boxes (Labeled Every10')
• • • -• •
AC Disconnect and Any Load Centers(Combiner Panel)
Per 690.17(E)&705.12 SECOND • • - a • • `` �R1,FN
• • • • • • • ��� •
4 \DENS �� '�.►
. Na6611 � Z a
• •' • DC Disconnect Per 690.17` * v
• • • • . . •
STATE OF
•• • • • -• • ''ice �lOfl{O' ' 0i
• •• •• • .• • • • !¢�Nsin!fill 6/2019 oa
.- -. ,�,�
Inverter Output Connection(Solar Breaker)at '
Main Service Panel Per 705.12 Z M
TV 5
.• • • • SEW
W
• •. W WZN
H
J J W O
Rapid Shutdown Per 690.56(C) Rapid Shutdown Disconnect Per 690.12(5)Installed On AC Disconnect z z
• • • • - • - . .• •- • SHEET
• . IS
NAME:
= N
m OA
mm
SHEET
NUMBER:
ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO
SMALLER THAN 3/8"WHITE ARIAL FONT TEXT,AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED. M
ALL PLACARDS SHALL BE WEATHER-RESISTANT, PERMANENTLY ETCHED PLACARDS.HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. ILLi
DC Safety Switch PV Module Rating @ STC Conductor Calculations
Rated for max operating condition of Module Make/Model Jinko Solar JKM315M-60BL
Wire gauge calculated from code art.310.15(B)(16)with ambient temperature calculations from J N o
inverter.Art.690.35 compliant.Opens all Max.Power-Point Current(Imp) 9.49 Amps 33 2 Volts art.310.15(B)(2)(a). c < m
ungrounded conductors Max.Power-Point Voltage(Vmp) For"On Roof"conductors we use the 90°C column ampacity,0.5"-3.5"off-the-roof temperature i- U N
Open-Circuit Voltage(Voc) 40.7 Volts adjustment from 310.15(B)(3)(c),and raceway fill adjustments from 310.15(B)(16). p J
Optimizer Solar Edge P320 Short-Circuit Current(Isc) 10.04 Amps For"Off Roof"conductors we use the 75°C column ampacity,or the 90°C column ampacity with > a U
DC Input Power 320 Watts Max.Series Fuse(OCPD) 20 Amps the relevant ambient temperature and raceway fill adjustments,whichever is less. 3 = a
DC Max.Input Voltage 48 Volts Nom.Max.Power at STC(Pmax) 315 Watts The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous C° N W
DC Max.Input Current 13.75 Amps Max.System Voltage 1000 VDC(UL/IEC) duty uprated output current. i° ^' —
DC Max.Output Current 15 Amps Voc Temperature Coefficient -0.29 %/C Calculation Example-Wire Rating(90°C)x Ambient Temperature Adjustment x Conduit Fill
Max.string rating inverter dependent.See SE documents. Adjustment>=Continuous Duty Output Current
Inverter Make/Model Solar Edge SE7600H-US AC Output Current According to art.690.8(B)(1) 31.67 Amps (On Roof,Tag 2):10 gauge wire rated for 40 A, 40 A x 0.76 x 0.8(4 Conductors)=24.32 A>_
18.75 A
CEC Efficiency 99 % Nominal AC Voltage I 240 I Volts
(Off Roof,Tag 3):8 gauge wire rated for 50 A, 50 A>=39.58 A
AC Operating Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) %J1 iifl Wyfi
Cont.Max.Output Current 32 Amps
DC Max.Input Current 20 Amps Rooftop conductor ampacities designed in compliance with art. O
690.8,Tables 310.15(B)(2)(a),310.15(B)(3)(a),310.15(B)(3)(c), 44C$ENS <4ØS� 1 _Short Circuit Current 40 Amps
Max.Output Fault Current 40 A/20 ms 310.15(B)(16),Chapter 9 Table 4,5,&9. Location specific +•
temperature obtained from ASHRAE 2017 data tables. C
ASHRAE 2017-
8TATE OF
Highest Monthly 2%D.B.Design Temp.:33°C �� �l OR19l• No
Lowest Min.Mean Extreme D.B.:-8.5 C ` n
,,,,,��i •
• N 6/2019 W
CD
u
N
OCPD Calculations
Breakers sized according to continuous duty output current. PV circuit nominal current based off a N c
inverter continuous output current X(1.25[art. 690.8(A)]). 0
Inverter 1:SE7600H-US Max Output=31.67 A x 1.25 [art.690.8(A)] Z c
j
39.58 A<40 A(OCPD) Z w
system output current w/continuous duty=39.58<40A(System OCPD) N
N
o
-J (T
Z ? -J l0
Other Notes
SHEET
• Designed according to,and all code citations are relevant to,the NEC 2014.
NAME:
VI ar
Z a
SHEET
NUMBER:
N
W
MOUNTING LEGEND
1 =4i+tiC� 4Cr�t' COMP SHINGLES ROCK-IT COUPLING
e::k�yi o MID CLAMP
-:: ' OCK-IT COUPLING
` MID CLAMP o
ROCK-IT COUPLING
MID CLAMP
::•{,�y .tijl '�r� :^r".:� ROCK-IT COUPLING SHELF
'� qtr< uuuiROCK-R ROCK-IT SLIDE SHIP LAP
PEDESTAL METAL FLASHING ROCK-IT
l METAL (INSTALLED PER MANUFACTURE'S INSTRUCTIONS)TIE PLATE 5116x1 112' COUPLING SHELF
5/ FLASHINGHEX FLANGE ISOMETRIC VIEWSERIES SS ISOMETRIC VIEW LT
HEX FLANGE BOLT SIDE VIEW 300
300 SERIES SS
COMP SHINGLES
SS LAG SCREW-
TORQUE=1312 FT-LBS.
SIDE VIEW
8 ILSCO SGB-4 GROUNDING LUGS
S1.0
1.0
rl-�'�ROCK-IT MOUNT Ul.LISTINGFORECOFASTEN:27M K2"�ROCK-IT COUPLING ASSEMBLY
2 n
Sji-0N0T TO SCALE a S 1.0 NOT TO SCALE TOP Vey
CLAMP+ATTACHMENT r CLAMP+ATTACHMENT
COUPLING PERMITTED COUPLING
CANTILEVER L13 OR LESS CLAMP SPACING
NDSCAPE=MAX 48"(4')
PORTRAIT=MAX 48"(4')
COUPLING CLAMP RAFTER MODULE
ROCK-FT SLIDE
uI MODULE
METAL MODULE
FLASHING I EPDM BONDED WASHER lxi lxi III III III lxi !IL__.FORMS WATERTIGHT SEAL RAFTER RAFTER
1 I. _ TRUSS I L=LANDSCAPE CLAMP SPACING
.rti•• :z r 2"x4"AT 24"O.C.
4 PV SYSTEM MOUNTING DETAIL s MODULES IN PORTRAIT LANDSCAPE _ .I I L=PORTRAIT
s 1.0 NOT TO SCALE s i.o NOrTOsc CLAMP SPACING
COMP SHINGLES
21/2"MIN 3"MIN AND 6"MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE
MIN 5116"D
ONE HOLE STEEL STRAP CONDUIT
SS LAG SCREW PV MODULE,TYP.MOUNT 1
TORQUE=1312 FT-LBS. TO FRAMING OF EXISTING (1
ROOF TYPE,PARALLEL S 1.0 v i y i n t■S o l a r
WITH PLANE OF ROOF CONDUIT MOUNT BRACKET ■ ■ aw 1
6"MAXIMU 1.877.404.4129
j SECTION VIEW FLASHING OR TILE STRAP
BEATTY RESIDENCE
., 6671 WAGON TRAIL ST
� ZEPHYRHILLS,FL,33541
VIEW
3 SECTION UTILITY ACCOUNT# 37604-09311
S 1.0 NOT TO SCALE a PV ARRAY TYP. ELEVATION CONDUIT MOUNTING DETAIL
s i.0 NOT TO SCE 51.0 NOT TO SCALE SERVICE#56099087
CENTER:FL-01 S 1 .O
MOUNTDETAILS DATE: 512P1019
SCALE: NOT TO SCALE
DRAWN BY: DIN
PV STRING(S): SYSTEM LEGEND
® 1 SLOPE-20
#1)19 MODULES AZIMUTH-205 PV SYSTEM SIZE:
MATERIAL. NEW 11.470kW DC 7.600kW AC#2)18 MODULES ,OMPOSITION SHINGLE
(2.3 SLOPE-20 EXISTING EXTERIOR MAIN SERVICE PANEL&
AZIMUTH-115 M POINT OF INTERCONNECTION.TIED TO UTILITY
MATERIAL- METER#003523892.
OMPOSITION SHINGLE ® NEW PV SYSTEM AC DISCONNECT. LOCATED
U3 SLOPE-20 WITHIN 10'OF MSP.
AZIMUTH-25 1 NEW PV SYSTEM INVERTER:SolarEdge Technologies
MATERIAL- SE7600H US000BNC4(RSD EQUIPPED)
O6OMPOSITION SHINGLE 37 NEW JINKO SOLAR 4 SLOPE-20 O NEW SOLAR EDGE P320 OPTIM S,MOUNTED
AZIMUTH-295 ON THE BACK OF EACH MODULE.
MATERIAL-
COMPOSITION
® COMPOSITION SHINGLE NEW PV CONDUIT RUN`SEE EEI.0 CONDUIT SCHEDULE
EXTERIOR RUN -----=ATTIC RUN
NEW JUNCTION BOX.(MOUNTED TO PV MODULE)
1 �
_ iØ
N _ r% _ _____
1 O
D �
w
1 � o
o � LL
O
z
vivint.Solar
1.877.404.4129
O BEATTY RESIDENCE
6671 WAGON TRAIL ST
ZEPHYRHILLS,FL,33541
iN M UTILITY ACCOUNT#:37604-09311
{
SERVI M S-6099087
SITE PLAN
DATE:512/2019
SCALE: 3/16"= 1'-0" SAWN BY. DIN
* JURISDICTIONAL NOTES: GOVERNING CODES
ALL WORK SHALL CONFORM TO THE FOLLOWING CODES
a. 2014 NATIONAL ELECTRICAL CODE
b. 2017 FL BUILDING CODE-RESIDENTIAL
6TH EDITION
c. ANY OTHER LOCAL AMENDMENTS
SHEET INDEX:
COVER SHEET
PV 1.0-SITE PLAN
S 1.0-MOUNT DETAILS
E 1.0-ELECTRICAL DIAGRAM
E 2.0-ELECTRICAL NOTES
E 3.0-WARNING LABELS
E 4.0-WARNING LABEL LOCATIONS
E 5.0-ELEC PANEL PHOTOS
E 5.1 -ELEC MSP/STICKER PHOTOS
DATA PAGE
GENERAL ELECTRICAL NOTES: GENERAL STRUCTURAL NOTES:
1. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL a. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING
MEANS DESIGNED AND LISTED FOR SUCH USE. FOR ROOF-MOUNTED THE ROCK-IT SYSTEM BY ECOFASTEN. THE MOUNTING FEET ARE TO BE
SYSTEMS,WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF SPACED AS SHOWN IN THE DETAILS,AND MUST BE STAGGERED TO
THE ROOF SURFACE. ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD.
2. ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE b. UNLESS NOTED OTHERWISE,MOUNTING ANCHORS SHALL BE Xie LAG
CORRECTED ON INSTALLATION. SCREWS WITH A MINIMUM OF 2) PENETRATION INTO ROOF FRAMING.
3. SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL RELEVANT CODE c. THE PROPOSED PV SYSTEM ADDS 2.6 psf TO THE ROOF FRAMING SYSTEM.
4. RAPID SHUTDOWN INITIATION TAKES PLACE WITHIN THE FIRMWARE OF THE d. ROOF LIVE LOAD=20 psf TYPICAL,0 psf UNDER NEW PV SYSTEM.
INVERTER. RAPID SHUTDOWN COMMENCES UPON LOSS OF UTILITY SOURCEe. GROUND SNOW LOAD=0 psf
VOLTAGE. f. WIND SPEED=145 mph
5. SEE*E 1.0 AND*E 2.0 FOR DIAGRAMS,CALCULATIONS,SCHEDULE AND g. EXPOSURE CATEGORY=D U
SPECIFICATIONS. v ivi nt.Sol a r
1800 ASHTON N BLVD.L H,UT,84043
1.877.404.4129
{ FL LICENSE: EC13006740
1rail$treI
PHOTOVOLTAIC SYSTEM SPECIFICATIONS I BEATTY RESIDENCE
SYSTEM SIZE-11.470kW DC 17600kW AC 6671 WAGON TRAIL ST
ZEPHYRHILLS,FL,33541
MODULE TYPE&AMOUNT-(37)Jinko Solar JKM310M-60BL WITH 37 SolarEdge P320 OPTIMIZERS UTILITY ACCOUNT#:37604-09311
MODULE DIMENSIONS-(L/W/H)65.55"/39.45"/1.38"
INVERTER-(1)SolarEdge Technologies SE7600H-US000BNC4 SERVIM 1«:S 09sosr
INTERCONNECTION METHOD-LOAD BREAKER �OPERATIrG CENTER:FL-01 COVE R
DATE: 5Y112019
DRAWN BY: DIN SHEET