HomeMy WebLinkAbout19-22013 CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 22
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit#:22013 Issued: 11/08/2019 Address: 6720 WAGON TRAIL ST
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: ELECTRICAL MISC Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 18,150.00 Total Fees: 262.50 Subdivision: SILVERADO
Amount Paid: 262.50 Date Paid: 11/08/2019 Parcel Number: 05-26-21-0080-00600-0010
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT SOLAR DEVELOPER LLC Name: CUELLAR, EDUARDO & RODRIGO
Addr: 1800 W. ASHTON BLVD Address: 6525 WAGON TRAIL ST
LEHI, UT. 84043 ZEPHYRHILLS, FL 33542
Phone: (855)877-2974 Lic: Phone: 813-481-5073
Work Desc: INSTALL ROOF MOUNT PHOTOVOLTAIC SOLAR PANEL
. APPLICATION FEES
ELECTRICAL FEE 90.00 BUILDING FEE 172.50
INSPECTIONS REQUIRE
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL
v/
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.
CONTRA TOR PER OFFI
PERMIlt EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR#2019190908 OR BK 10003 PG 517 Page 1 of 1
11/07/2019 11:12 AM Rcpt:2106693 Rao:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel10No OS•Z�0'2�-�d$d-00!¢�0'.6r7/a .
NOTICE OF COMMENCEMENT
state of Florida county of Pasco
THE UNDERSIGNED hereby gives notice that improvement will be made to ceitain real property,and in accordance with Chapter 713,Florida Sthtrttes,
the following Information is provided In this Notice of Commencement
1. Description of Property: Parcel Identification No.
StrgatAddress: I� 6 WA Ayr-, rilb 3310
2. " General Description of Improvement. Instdiallion of a roof-mounted solar pfiotovoliaic system
3. Owner Information or Lessee Information if the Lessee contracted for the improvement
Address 0 City state
Interest in Property:
Name of Fee Simple Titleholder.
(If different from Owner[Wed above)
4. Ccdiress
nb cctor. Vivint Solar Developer,LLC city scare
Name
6100 W Hanna Ave Tampa FL-33634
Address City state
Contractor's Telephone No.: (813)359-122B
5. Surety:
Name
Address City State
Amount cf Bond: $ Telephone No.:
• 6. Lender. ��S.�r•' '" $3,?t' s �`'
Name
Address City State
i,
Lender's Telephone No.:
• r
7. Persons within the State of Florida designated by the owner upon whom notices or other documents.may be served as provided by � t�s�r. '`s ~ L9.
Section 713,13(1)(a)(7),Florida Statutes:
oo �«skslFjr is
Name
Address City State Q
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of
to receive a ccl of the Lines Notice as provided Iri Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. EViratlon date of Notice of Commencement(the expiration date,may not be before the eompieti n of construction and final payment to the W
contractor,but will be one year from the date or recording unless a different date is specified): .Irl 4CJF N Zd Q Z U w
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF:COMMENCEMENT LLI LL U)
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION.713.13, FLORIDA STATUTES, AND'CAN CD — J U
17
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE U
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT z 0 O ~ O O I--
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF-COMMENCEMENT. Qd COS O Z Q N � Z
Under penalty of penury,I declare that I have read the foregang'no8ce of commencement and that itubtacts stated therein are true to the best W F-- W F- W
of my knowledge and belle(. IL 0
0 0Z o = Z J
STATE OF FLORIDA G } H U Q O
COUNTY OF PASCO I— W LL of U U ,
Sign re of.Oxner or Lessee,or Owner's or.Lessee's Authorized 2 = O O 7 06
/Dlr ctor/Partner/Manager ��' 0 d W O O Y
i tom.° � .-r/v"^K`' 0 Q O CK p af
Slgnna_t6rysTide/Oftice 'f Q= U-U Z _1
The foregoing Instrument was acknowledged before me this Achy of M Q�r20 LQ by�C�l.�Tt Q��1(•tJ L7 > � ? 0 tLas U
Ow C. „J LL- ' 2 O
(type of authortly,e:g,cfflcer,trustee,etrorrieylri fact)for F- (if
n CM f i C 1 G 0,60 (name of party n bah" f of whom Instrument was executed). w O u- _
Personalty Known❑OR Produced Identification Notary Signature 1 U U ,
Type of Identification Produced - Name(Print) 5a1 d rQ Q 1((cj t�{in 0
�FCL2 < yj
E_ 72:
- - --
� t— f— O 5' (Y]
resSeptembere.2023
- -------wpdata/bcshx#Icecommencement_pc053048.
11
e13 yea ao2D City of Zephyrhills Pe - pplication - a lsaa0-00
I Building De rtment
Date Received Phone Carrtact far errnittln TZ EU
' - 0_SOwners Name ROR-ECtO ARC2,
Owners Address � Zo WA66N-- RAFLST
Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS (I?�Z0 W nao N TR A TL &T. ;7-EPHL-I R qrUq LOT#
SUBDIVISION PARCEL ID# - (- QQ•Q O I U
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR a ADD/ALT SIGN 0 = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION BLOCK 0 FRAME = STEEL Q Y� p y� r
DESCRIPTION OF WORK N f - J N V0 LR Z F Sa �+PvA IUD-1-b
BUILDING SIZE I SO FOOTAGE HEIGHT
BUILDING + Q 0 C VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL 113
/^ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION L v o l� l
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 1 �7n
l/
-U a4-
BUILDER OMPANY T O Ll�t2 DCV�LQP �r5
SIGNATURE ` REGISTERED / N FEECURREN CQ•/N Q
Address Ei-o W. (vA AV,rTAPfPA1 License# r00fe7LIO
ELECTRICIAN�.� q (CQM(pANy r V P Ur CWSIGNATURE REGISTERED / N FEE CURREn /N dLl
Address G, r /-r License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/N I FEE CURREA
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREn Y/N
Address License#
IIIIIIIIIIIIIIIIIIIII1111111111111111111111111111111111111111111111
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,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit far 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,Stonnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Worts 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. (AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which'may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
-applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more.I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement
CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work Will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,Water/WastewaterTreatment
- Southwest Florida ,Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement
- Federal Aviation Authority-RunWays.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone"A"in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this ubsc'bed a d swo 0 or affirmed)befo m 4. IN
by 1?- by M C
Who islan3 personally known to me or has/have produced Who is/are.(�ersonally 4o1n tome or haslhave p uced
as identification. L• i f1P,tr2.S 1 v"'-_— as identification.
()�Notary Public _r.— 40'" Notary Public
Commission No. Cam 6-i. No
Name of Notary typed,printed or stamped Name of Notary peg, or NE BOGES
Corn lillil oa#GG 276M
til Expt=DWmber 12,2W
gthWra7myFalnYtaurinee800,i8fr7019
r i
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �1 vl� Sla
Date Received: l�,2,z49
Site:
Permit Type: azdkn4v
r
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.
OCT 3 1 2019
Kalvin tier—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
ivin�• r_ j 1800 W Ashton Blvd.
! Lehi, UT 84043
Structural Group
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
October 11, 2019
Revised October 14,2019
Re: Structural Engineering Services
Arango Residence
6720 Wagon Trail St,Zephyrhills, FL
S-6230282; 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 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
8.02 PSF= Dead Load (roofing/framing) .
2.59 PSF= Dead Load (solar panels/mounting hardware)
10.61 PSF=Total Dead Load
20 PSF= Roof Live Load (based on local requirements)
Wind speed of 145 mph (based on Exposure Category D-the total area subject to wind uplift is calculated for the
Interior, Edge, and Corner Zones of the dwelling.)
C. Required Structural Repairs
The analysis performed has indicated that the existing roof will require the following repairs prior to installation of the
photovoltaic array:
Hip Framing-The mounting hardware is not designed to support the array with the roof framing running horizontally
(cross-slope). At locations where mounting hardware will be installed, install 2x4 blocks between existing framing
members. Each end of the blocks must be secured to the existing framing members with a Simpson Joist Hanger,
Simpson A34 Clip Angle on each side(2 total), or with (2) 16d sinker nails into the end-grain of the block.
Page 1 of 2 v' ® 'nt• .3
Page 2of2
D. Solar Panel Anchorage
1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below.
If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office
should be notified before proceeding with the installation.
• EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website
(www.ecofastensolar.com).
2. The solar panels are 1'/z" thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
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 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 369 236 132 623 398 222
E. Summary
Based on the above evaluation,with the structural repairs completed as prescribed and 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.
�,�w I IIIIil/i l
Regards, \�� �,.
J. Matthew Walsh, PE = * N 84
y
FL License No. 84923
STATE OF
S 0 N,
NAL
10/14/2019
vivi it•
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NOTES
(E) ROOFING MATERIAL
2x TRUSS TOP
CHORD
N SIMPSON A34 ANGLE
( ) (E)- EXISTING
WITH TECO NAILS, TYP. (N)- NEW
(E) ROOF SHEATHING
(N) 2x4 MIN @ MOUNTING
��� o FEET LOCATIONS
\\
(N) SIMPSON A34 ANGLE
- - --- WITH TECO NAILS, TYP. yiyint.Solar
385.715.6237
(E) 2x4 HIP TRUSS HOME UPGRADE
TOP CHORD, TYP. STRUCTURAL DETAIL
CROSS SLOPE FRAMING VERSION:
DATE: 7/9/2018 S K 7
DRAWN BY:JMW
iv' _x 1800 NI Ashton Blvd.- Lehi, UT 94043
Structural Group
J. Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE-Cavil
DkectoroiEngineering Structural Engineering Structural Engineering
james.walsh@vivintsolar.com kirknelson@vivintsolar.com sam.brown@vivintsolar.com
Structural Analysis Report
Project Address Date: October 14,2019
Arango Residence
6720 Wagon Trail St
Zephyrhills,FL
5-6230282
Residence
Roof Area 2000 sf
Upper Floor Area 1500 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 34.808537
Longitude -106.764733
Site Class D
Risk Category II
Seismic Parameters
SS= 0.449 g 0.2 sec Spectral Response Acceleration
SI = 0.131 g 1.0 sec Spectral Response Acceleration
Fa= 1.441 g Site Coefficient from ASCE 7-10,Table 11.4-1
F,= 2.276 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 0.431 g Short Period Design Spectral Acceleration
SDI = 0.199 g 1 Second Period Design Spectral Acceleration
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 30.0 deg
Product Information
No.of Panels 25 \ P.��H E W
Weight 2.59 psf including mounting system � ��c EHsF <
Installed Area 439.6 ft
No 84
No.of Connectors 33 * 3
Gtti'U ,tom + —
,r STATE OF
S Ii�jO,�FS �tORIOP'-'G�����\
S�NAL10\\S0/14/2019
111111
Page 1 of 3
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 Of
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 v'v1 nt . _ I
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 = 1.61 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
Kn= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 30.0 deg
Sanehor= 48 in Horizontal spacing of roof anchors
Auib= 21.60 sf Panel Area tributary to each roof anchor
Pnet3O Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1
Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1
31.5 psf 39.8 psf 44.3 psf
Pnet=AKAPnet30= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
51 psf 64 psf 71 psf
Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 51 psf Use 64 psf Use 71 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
AMb= 21.60 ft<
DLPanel= 2.59 psf
Zone 1 Zone 2 Zone 3
W„Plia= 51 psf 64 psf 71 psf
Pia =F.S.x Anib x(0.61)-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-622.7lbs -398.5lbs -222.4lbs
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 2.3.2
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
Patlow=Dpen x W'= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 623 lbs 3981bs 222 lbs
Max Load=0.947 OK
CAPACITY= 657 lbs 657 lbs 6571bs
Page 3 of 3 v'v'n
to _ -
LG N ONOR
LG340Q1 C-V5 I LG335Q1 C-V5 1 LG330Q1 C-V5
340W 1335W 1 330W
LG NeONO R is powerful solar module that provides world-class performance.
A new cell structure that eliminates electrodes on the front maximizes the
utilization of light and enhances reliability.
LG NeON®R is a result of LG's efforts to increase customer's values beyond • • f
efficiency.LG NeONO R features enhanced durability,performance under real ♦♦♦•••_�.'l
-world conditions,an enhanced warranty and aesthetic design suitable for ♦♦♦.••
roofs. ♦....•fr
C nU�. US Cc
In progress In progress In progress In Progress
Feature
+� Aesthetic Roof Extended Product Warranty
25
LG NeONO R has been designed with LG has extended the product warranty of the
aesthetics in mind:the lack of any electrodes LG NeONO R to 25 years which is top level of
on the front creates an improved,modern the industry.
aesthetic.
Enhanced Performance Warranty More generation per square meter
LG NeONO R has an enhanced performance The LG NeONO R has been designed to
warranty. After 25 years,LG NeONO R is significantly enhance its output,making it
guaranteed to perform at minimum 90.8%of efficient even in limited space.
initial performance.
About LG Electronics
LG Elearomes is a global big player.committed to expanding its operations with the solar market The company first embarked on a solar energy source research program
in1985,supported by LG Croup's vast experience in the semi-conductor,LCD.chemistry and materials industries In 2010.LG Solar successfully released its first MonoXI rw` UO3ft
series to the market,which is now available in 32 countries.The NeOW(previous.Mon&X"NeON).NeOM'2.NeON�2 5,Faaal won the"Intersolar AWARD"in 2013,2015
and 2016,winch dernonxmas LG Solar's lead,mnovabon and commitment to the industry
I '
I ,
LG NeON®RPreliminary
i i
LG340QlC-V5 I LG335Q1C-V5 I LG330Q1C-V5
General Data Electrical Properties(STC*)
Cell Properties(Material/Type) Monocrystalli e/N-type Model LG340QIC-VS i LG33SQ1C'VS LG330QIC-VS
Cell Maker LG I Maximum Power(Pmax) 1[W] 335 335 330
Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) IV] 35.6 35.4 35.2
Module Dimensions(Lx W x H) 1,700mm x 1,016mm x 40mm MPP Current(Impp) [A] 9.56 9.47 ; 9.38
Weight 17.5 kg Open Circuit Voltage(Voc,±5%) [V] 42.6 426 42.5
Glass(Thickness/Material) 2.8mm/Tempered Glass with AR Coating Short Circuit Current(Isc,±5%) [A] 10.75 10.74 10.73
Barksheet(Color)` White Module Efficiency [%] 19.7 j 19.4 19.1
Frame(Material) AnodizedAlLminium Power Tolerance [%] 0-3anc
Junction Box(Protection Degree) IP68 with 3 Bypass Diodes `STC(Standard Test Condition):Irradie 1000 W/m',Cell Temperature 25°C,AM 1.5,
Cables(Length) 1,000mm�C 2EA :Measure Tolerance±3%
Connector(Type/Maker) MC4/MC
Operating Conditions
Certifications and WarrantV Operating Temperature I°C1 -40-+90
Product Warranty 25 Years Maximum System Voltage ' [VI 1,000
Output Warranty of pmax Linear Warranty' Maximum Series Fuse Rating I [AJ ZO
`Rrst yer:98°.Q2)After 1st ye-03%annual deg2danon 3)90.83Afor 25yeaa Mechanical Test Load(Front) t [Pa/psf] 5,400/113
j Mechanical Test Load(Rear) i [Pa/psf] 4,000/83.5
`Test Load-Design x Safety Factor(1.5)
Packaging Configuration
Number of Modules Per Pallet [EA] 25
Number of Modules Per 40ft HQ Container [EA] 650
Packaging Box Dimensions(Lx W x H) Imm] 1,750 1,120 x 1,221
Packaging Box Gross Weight [kg] 473
Dimensions(mm/inch) i
Temperature Characteristics
NMOT• [ °C] 44±3 1016.0140.0
Pmax j [%/°C] -0.30 1s976.0:365+1
Voe [%/°C] -0.24I �e,n NoiPS "'•••,
Isc 1 175.0/6.8 1 40.0/1.57
O Nomma Mo ue Operanng empem[ure:Im lance 00 m, m len[tempera[ure °C, Grounding Holes '.
Wind speed 1 m/s.Spectrum AM 1.5
rnoont�n9 Froies 1-1 y.i I
Electrical Properties(NMOT)
Model LG340QlC-VS LG335Q1C-V5 LG330Q1 C-V5
Maximum Power(Pmax) [W] 256 252.2 1 248.4
MPP Voltage(Vmpp) IV] 35.5 j 35.3 j 35.1 r y L
MPP Current(Impp) [A] 7.21 7.15 7.08
Open Circuit Voltage(Voc) j [V] 40.1 j 40.0 40.0 0
o ]
Short Circuit Current(Isc) [A] 8.66 8.66 8.65 o nc
- og d; 09
01 of o=
I-V Curves 0' o� oy
12 1000W
10
80OW
6 I 9 n
60OW =
6 o
u 40OW j °n v of
g 4
u \
200LN �
0.0 10.0 20.0 30.0 40.0
Voltage(V)
j
® LG Electronics Inc Product specifications are subject to change without notice. OPINE]Solar Business Division DS-V5-60-C-G-F-EN-90409
LG Twin Towers,128 Yeoui-daero,Yeongdeungpo-gu,Seoul
07336,Korea 0 2019 LG Electronics.All rights reserved.
Life's Good • �� •.
wwvvig-solarcom
solar
e
SolarEd9
for single Phn
North America Se inverters
SE300OH-US/SE3800H,
SE760OH-US US,
SE5000H-US S
E6000H,US I
Solar
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P•
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Optimize instal/atio
Specifically desi n•With,
" Record- gned to work 1'1Q-wa '
breaking efficiency with power ve tachnolpgY ,
Fixed voltage °ptmizers .
Integrated inverter
for longer s rings _
arc f t
UL1741 Protection.,
rapid.
" Extre SA certified, for shutdown 1
CPUC Rule 21 tdown for NEC 2014 and
melt'smail and easy to instaN grid com 2017,. i
High reliabiiit outdo compliance
per,article
Built-in Y without a ors or indoors 690,1Z and 690,12 l module-level an electrolyte capacitors
Optional: monitoring
Revenue grade.data,ANSI Q2.2
o class 0,5(os�accuracy) BaB�d��9d�6 .�` ,:•
USA'CANAOA-GFRRdANY- Le N
SOUTHAFRICq.pOLANb-Ux TALYTHENETHE
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K�Y'1 MINA-QULGARIA-ROtvfANIA-HUNGA RY-5WEOEN
www.sfliaredge.uS
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S® I ® ® Single Phase Inverters for North America'
SE3000H-USi SE3800H-US/SE5000H-US/SE6000H-US/SE7600H-US
SE3000H-US SE380OH-US I SE5000H-US SE6000H-US SE760OH-US
OUTPUT I
Rated AC Power Output ' 3000 3800 5000 6000 7600 VA
................................ .................... .................... .................... .................... .............
Max.AC Power Output 3000 3800 5000 6000 7600 VA
.................. ................................... ....... .................... ....... ....... .
AC Output Voltage Min:Nom:Max.(183-208-229) j ✓ Vac
AC Output Voltage Min..Nom:Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac
............. .................... .................... .................... .................... .................... .............
AC Frequency(Nominal) 59.3-60-60,511 Hz
.................................... ...................II.................... .................... ....................
Maximum Continuous Output Current 208V.......... ....................I....................4........24.........�.........::.........1..........:......... .....A......
......................... 1
Maximum Continuous Output Current 240V 12.5 16 21 25 32 A
............ .........
GFDI Threshold 1 A
Utility Monitoring,Islanding Protection,
Count Configurable Thresholds Yes
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
......................................................... .............. .................... .................... .................... .................... .............
Transformer-less,Ungrounded Yes
.... ...................................................... ........................................................................................................ .............
Maximum Input Voltage j 480 Vdc
........................................................... ................................................................................... .................... .............
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current 208V ri..................... _.........I........13.5....... Adc ................. .......................................... .................... .................... ................. .................... .........
Maximum Input Current 240V rl 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 j 600ku Sensitivity
......................................................... .................... .............
Maximum Inverter Efficiency 99 99.2
....................................... ..... ........................................................... .................... ................... ..
.CEC Weighted Efficiency.....I.......................... ... .............................................99............................................ .°......
Nighttime Power Consumption I <2.5 I W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
. ......................................................... ........................................................................................................ .............
Revenue Grade Data,ANSI C12.20 lal
......................................................... ....i......................... Optional
........................................................................... .............
Rapid Shutdown-NEC 2014 and 2017 690.12 j Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE j
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M.07
........................................................... .......................... ......................................................
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
....................................................... ........................................................................................................ .............
Emissions j FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG Range 0.75-1" Conduit/14-6 AWG
.......................................................................I............................. .............
DC Input Conduit Size/N 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.................I....25.1/11.4 I..............26.2/11:9............... ..Ib/.kg....
Noise <25 I <50 dBA
Natural
convection and
Cooling Natural Convection internal fan
(user
........................................................... ...!............................................................................... re lockable
Operating Temperature Range -13 to+140/-25 to+60t'i(-40'F/-40'C option)t5) 'F/.0
....................................................... ...:.................................................................................................... .............
Protection Rating....................................... ... ...........................NEMA3R(Inverter wit.h5afetySwitch)............................... .............
1ti For other regional settings please contact SolarEdge support
itl A higher current source may be used;the inverter will limit its input current to the values stated
lai Revenue grade inverter P/N:SExxxxH-USOOONNC2
1<i Power de-rating from so'C
isi-40 version P/N:SEx—H-US000NNU4
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HS
O OLAREb i OPTIMIZED BYSOLAR5DGE
are�tradema*s of their respectiveowners�Date;O9/2O17/\JO1/ENG NAM.Subject to chan e willhou notice�
are trademarks orregIstered Vaclemarks of'SoIarEJge,TachnoJogjesjiInr_All other,trademarks mentioned herein
I
GOVERNING CODES
URISDICTIONAL NOTES: ALL WORK SHALL CONFORM TOTHE FOLLOWING CODES
a. 2014 NATIONAL ELECTRICAL CODE
b. 2017 FL BUILDING CODE-RESIDENTIAL
6TH EDITION
c. ANY OTHER LOCAL AMENDMENTS
ALL WORK SHALL COt�tIP�Y I,ly PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS SHEET INDEX:
ORDINANCES PV 0.0-COVER SHEET
PV 1.0-SITE PLAN
51 0-MOUNT DETAILSE 1.0-ELECTRICAL DIAGRAM
•yLANS r .,a, _fl / E 2.0-ELECTRICAL NOTES
re E 3.0-WARNING LABELS
E 4.0-WARNING LABEL LOCATIONS
E 5.0-ELEC PANEL PHOTOS
E 5.1 -ELEC MSP/STICKER PHOTOS
GENERAL ELECTRICAL NOTES: GENERAL STRUCTURAL NOTES:
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 ADJACENT
TO
THE ROOF SURFACE. FRAMING MEMBERS TO SPREAD OUT THE ADDIT ONALL0AD.
2. ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE b. UNLESS NOTED OTHERWISE,MOUNTING ANCHORS SHALL BE%s LAG
CORRECTED ON INSTALLATION. SCREWS WITH A MINIMUM OF 2Y2"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
Wag-Trail St W VOLTAGE. f. WIND SPEED=145 mph 5. SEE*E 1.0 AND*E 2.0 FOR DIAGRAMS,CALCULATIONS,SCHEDULE AND g. EXPOSURE CATEGORY=D v iv i n t.Solar
r s saes SPECIFICATIONS. I 1800 A H ON BLVD.LL H,UT,84043
1.877.404.4129
I FL LICENSE: EC13006740
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10
PHOTOVOLTAIC SYSTEM SPECIFICATIONS: ARANGO RESIDENCE
0 6720 WAGON TRAIL ST
SYSTEM SIZE-8.250kW DC 17.600kW AC zEPHYRHILLS,FL,33541
MODULE TYPE&AMOUNT-(25) LG330Q1 C-V5 WITH 25 SolarEdge P340 OPTIMIZERS UTILITY ACCOUNT#:6744018251
MODULE DIMENSIONS-(LIWIH)66.93"140"11.57"
SERVICE It S4230281
INVERTER-(1) SolarEdge Technologies SE7600H-US000BNC4 RECONAI COVER
3 INTERCONNECTION METHOD- SUPPLY TAP OPERATING CENTER:FL-01
DATE: 101512019 SHEET
DRAWN BY: DIN
PV STRING(S): OOF SECTION(S): SYSTEM LEGEND
• 6720 WAGON TRAIL ST 1 S -16
® #1)12 MODULES AZIMUTH-163 PV SYSTEM SIZE:
MATERIAL- NEW 8.250kW DC I 7.600kW AC
FRONT OF HOUSE. #2)13 MODULES QOMPOSITION SHINGLE
U2 SLOPE-30 EXISTING INTERIOR MAIN SERVICE PANEL&
AZIMUTH-253 ® POINT OF INTERCONNECTION.TIED TO UTILITY
MATERIAL- METER#O03525939./////// COMPOSITION SHINGLE NEW PV SYSTEM AC DISCONNECT. LOCATED
WITHIN 1 V OF MSP.
I 1 NEW PV SYSTEM INVERTER:SolarEdge Technologies
SE7600H-US000BNC4 (RSD EQUIPPED)
25 NEW LG330Q1C-V5 MODULES.
NEW SOLAR EDGE P340 OPTIMIZERS,MOUNTED
ON THE BACK OF EACH MODULE.
_ NEW PV CONDUIT RUN.*SEE EE1.0 CONDUIT SCHEDULE
_ _ =EXTERIOR RUN -----=ATTIC RUN
X NEW JUNCTION BOX.(MOUNTED WITH SOLADECK)
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ARANGO RESIDENCE
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ZEPHYRHILLS,FL,33541
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U ILITY ACCOUNT#: 744 6 O 18251
SERVICE#:8.6230282
REGIONAL
S I T E P LA N OPERATING CENTER:FL-01 PV 1 .0
DATE: 10!512019
SCALE: 3/16"= 1'-0" DRAWN BY: DIN
MOUNTING LEGEND
ROCK-IT COUPLING
MID CLAMP
2
ROCK-IT COUPLING
MID CLAMP $1.0
{
ROCK-IT 3.0 COUPLING
ROCK-IT
ROCK-IT SLIDE MID CLAMP
PEDESTAL
METAL ® ROCK-IT
5/165x3/8 FLASHING COUPLING SHELF
HEX FLANGE BOLT
300 SERIES SS ROCK-IT COUPLING SHELF
- ISOMETRIC VIEW
COMP SHINGLES
SS LAG SCREW
TORQUE=1312 FT-LBS.
SIDE VIEW 5/16"x1 1/2"
TIE PLATE HEX FLANGE BOLT
{ 8 SIDE VIEW 300 SERIES SS ® O
ILSCO SGB-4 GROUNDING LUGS
1 ROCK-IT MOUNT DETAIL S 1.0 NOT TO SCALE
s 1.0 rarTps<wxF U.L.LISTING FOR ECOFASTEN:2703 2 ROCK-IT COUPLING ASSEMBLY
WEIGHT:2.3 6. S 1.0 NOT TO SCALE
TOP VIEW
CLAMP+ATTACHMENT r CLAMP+ATTACHMENT
COUPLING PERMITTED COUPLING
CANTILEVER U3 OR LESS CLAMP SPACING
NDSCAPE=MAX 48"(4'-0") �I I I 1111/,,
P /
COUPLING MODULE CLAMP RAFTER
ROCK-IT SLIDE
METAL MODULE * f _
FLASHING EPDM BONDED WASHER RAFTER RAFTER L[ ! G ,
FORMS WATERTIGHT SEAL �,
p •, STATE OF ;lV
TRUSS � L=LANDSCAPE CLAMP SPACING
}'.:h-•`4:•.:":::�: ::•• •. ... 'n.L�.L.�..:: 2'x4"AT 24"O.C. // �
4 PV SYSTEM MOUNTING DETAIL (1)MODULES IN PORTRAIT LANDSCAPE -►I I CLAMP SPACINGCOMPSHINGLES 5 .0
2 1 MIN 3"MIN AND 6"MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE
MIN 5/16"DIAM ONE HOLE STEEL STRAP CONDUIT
SS LAG SCREW PV MODULE,TYP.MOUNT 1
TORQUE=13±2 FT{BS. TO FRAMING OF EXISTING
JJ fl ROOF TYPE,PARALLEL S 1.0 vivint.Solar
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FLASHING OR TILE STRAP_.\ r__j i
ARANGO RESIDENCE
1 I \ ___________ •. 6720 WAGON TRAIL ST
ZEPHYRHILLS,FL,33541
3 SECTION VIEW UTILITY ACCOUNT#:67440 18251
s 1.o NOTTOSCALE 6 PV ARRAY TYP. ELEVATION ' CONDUIT MOUNTING DETAIL
S 1.0 Nor TO SCALE S 1.0 NOT TO SCALE SERVICE#$•6230282
REGIONAL 1
OPERATING CENTER:FL-01 S ■O
MOUNT DETAILS DATE: 10/512019
SCALE: NOT TO SCALE DRAWN BY: DIN
Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper)
DC System Size(Watts) 8250 Tag Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size
AC System Size(Watts) 7600 1 PV Output(PV Wire) 10 AWG 2(V+,V-) Free Air N/A N 00
a v
Total Module Count 25 1 EGC(Bare Copper Ground) 6 AWG 1 BARE Free Air N/A Q M O
2 Inverter Input(THWN-2) 10 AWG 4(2V+,2V-)B/R FMC 1/2" o m
Z
2 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/2" co vi c
li 3 Inverter Input(THWN-2) 10 AWG 4(2V+,2V-)B/R EMT 1/2" ` W t o
3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" G t Q
4 Inverter Output(THWN-2) 8 AWG 3(L1,12,N)B/R/W EMT 3/4" \ N .-
4 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4" '.D
5 Service Feeder(THWN-2) 6 AWG 3(L1,L2,N)B/R/W EMT 3/4"
5 GEC(THWN-2)
8 AWG 1(GRN) EMT 3/4"
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= v
Z
SolarEdge Point of Interconnection,Supply Side oc oc vii
W W N
SE760OH-US 705.12(A) Q Q v N
J rOn
Z Z LL w
STRING 2:12 PV i 1 Square D D222NRB,
SHEET
I____ t ______________________________1 MODULES •• 240V/60A,Fused,NEMA3 NAME:
W/OPTIMIZERS 00
A c
3
Fxisting240V/150A J i
STRING 113 PV 2 1 4 40A Service Panel,Single M C
MODULES NEMA4JunctionBox L ____________________ Phase,with150AMain SHEET
W MODU ES ••• 4 Disconnect NUMBER:
e•1
Visible/Locka bl e'Knife'AC Minimum GEC size 6 AWG copper
25 PV MODULES PER INVERTER=8250 WATTS STC Disconnect W
DC Safety Switch I PV Module Rating @ STC Conductor Calculations I
Rated for max operating condition of I Module Make/Model LG LG330Q1C-V5 c N
Wire gauge calculated from code art.310.15(B)(16)with ambient temperature calculations from a, J . °°
inverter.Art.690.35 compliant.Opens all Max. Power-Point Current(Imp) 9.38 Amps a Ln c
art. 310.15(B)(2)(a). a m a
ungrounded conductors I Max.Power-Point Voltage(Vmp) 35.2 Voltsw m'^ er
For"On Roof"conductors we use the 90°C column ampacity,0.5"-3.5"off-the-roof temperature c Z LL N
Open Circuit Voltage(Voc) 42.5 Volts adjustment from 310.15(B)(3)(c), and raceway fill adjustments from 310.15(B)(16).Conduit shall c o
Optimizer SolarEdge P340 Short-Circuit Current(Isc) 10.73 Amps be installed at least 1"above the roof deck '° W
a s DC Input Power 340 Watts Max.Series Fuse(OCPD) 20 Amps For"Off Roof"conductors we use the 75°C column ampacity,or the 90°C column ampacity with o 3 ou
DC Max.Input Voltage 48 Volts Nom.Max. Power at STC(Pmax) 330 Watts the relevant ambient temperature and raceway fill adjustments,whichever is less.
N
DC Max.Input Current 13.75 Amps Max.System Voltage 1000 V The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous o
DC Max.Output Current 15 Amps Voc Temperature Coefficient -0.24 %/C duty uprated output current.
Max.string rating inverter dependent.See SE documents. Calculation Example-Wire Rating(90°C)x Ambient Temperature Adjustment x Conduit Fill
Inverter Make/Model SolarEdge SE7600H-US AC Output Current According to art.690.8(B)(1) I 32 I Amps Adjustment>=Continuous Duty Output Current
(Tag 2 Attic):
CEC Efficiency 99 % Nominal AC Voltage 240 Volts Inverter Input: 10 AWG rated 40 A, 40 Ax 0.71 x 0.8=22.72 A>=18.75 A
AC Operating Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) (Tag 3 On Roof):
Cont.Max Output Current 32 Amps Inverter Input: 10 AWG rated 40 A, 40 A x 0.71 x 0.8=22.72 A>=18.75 A
DC Max Input Current 20 Amps Rooftop conductor ampacities designed in compliance with art. (Tag 4 Off Roof): O
Input Short Circuit Current 45 Amps 690.8,Tables 310.15(B)(2)(a),310.15(B)(3)(a),310.15(B)(3)(c), Inverter Output:8 AWG rated 50 A, 50 A>=40 A
Max Output Fault Current 40 A/20 ms 310.15(B)(16),Chapter 9 Table 4,5,&9. Location specific (Tag 5 Off Roof): *�
temperature obtained from ASHRAE 2017 data tables. Service Feeder:6 AWG rated 65 A, 65 A>=60 A
ASHRAE 2017-VANDENBERG AP
Highest Monthly 2%D.B.Design Temp.:35.1°C
Lowest Min.Mean Extreme D.B.:-5°C
a)
a,
m
v
U
0i
N
OCPD Calculations
O
Breakers sized according to continuous duty output current. PV circuit nominal current based off oc w c
inverter continuous output current X(1.25[art.690.8(A)]). 0 .1
Inverter 1:SE7600H-US Max Output=32 A x 1.25 [art. 690.8(A)] Z °°
=40A<=40A(OCPD) M g
> z
system output current w/continuous duty=40<=40A(System OCPD) o� = W
H N
J J W 00
Q Q V O
J cn
Other Notes I
z z 11 t°
• Designed according to and all code citations are relevant to the 2014 National Electrical Code. SHEET
NAME:
d d
Z o
SHEET
NUMBER:
W
Ii
1
Ln
U N
c v~i -4 o0
N J
Main Service Panel Signage v m
(Installed on the Face of the Service Meter) o LL
Per 690.54,690.56(B),&705.10 O
• • • O L
O G Q
a N +'
DC Combiner Boxes,l-Boxes, Disconnects,Devices,& • Disconnect Per 690.53 ° �n
Inverters In Un-Grounded _erte s U -G ounded Systems Per 690.35(F)(String •• • . • • -• • • . • , �
systems) • • • . • . . -• ••
•1••I •. OF � •
Conduit,Raceways,and J-Boxes (Labeled Every 10')
• • • -• • I
i rn
AC Disconnect and Any Load Centers(Combiner Panel) •
Per 690.17(E)&705.12 SECOND • • _ • • •• • c
• •- •- • DC Disconnect Per 690.17 a
U
O^0 O
Inverter Output Connection(Solar Breaker)at O
Main Service Panel Per 705.12 E- u+ $
v
•• • • W W W
N N
J J W N
Q Q V O
Rapid Shutdown Per 690.56(C) Rapid Shutdown Disconnect Per 690.12(5)Installed On AC Disconnect z z LL r4
• • • • • �• • - • SHEET
• • • NAME:
li
(5a
SHEET
NUMBER:
ALL STICKERS DESCRIBED HEREIN SHALLBE 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. K1
ALL PLACARDS SHALL BE WEATHER-RESISTANT, PERMANENTLY ETCHED PLACARDS. HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. LU
0) Lfl
CAUTION:SOLAR ELECTRIC SYSTEM CONNECTED /1 WARNING:DUAL POWER SOURCE n WARNING WARNING
1 1 Property of Vivint Solar 4 SECOND SOURCE IS A PHOTOVOLTAIC SYSTEM 9 ELECTRICAL SHOCK HAZARD 12 ELECTRICAL SHOCK HAZARD N _4 00
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 -r u, O
CIRCUITS NOM.OPERATING AC VOLTAGE: ***V NORMALLY GROUNDED CONDUCTORS UNGROUNDED AND MAY BE ENERGIZED a m v
i 2 MAX OF***AMPS PV SOURCE ALLOWED Property of Vivint Solar MAY BE UNGROUNDED AND ENERGIZED Property of Vivint Solar o z '-
DO NOT INCREASE MAIN BREAKER RATING WARNING:PHOTOVOLTAIC POWER SOPCE I Property of Vivint Solar SITE PLAN PLACARD SHOWING ADDITIONAL POWER m O N
Property of Vivint Solar 5 Property of Vivint Solar 10 WARNING 13 SOURCE AND DISCONNECT LOCATIONS.PLACARD c 3 r u
WARNING PHOTOVOLTAIC AC DISCONNE INVERTER OUTPUT CONNECTION SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL m o a Q
N
IV r
3 ELECTRICAL SHOCK HAZARD RATED AC OUTPUT CURRENT:* 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
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
8 PHOTOVOLTAIC DC DISCONNECT I SHORT CIRCUIT CURRENT(ISC) ***A R?►
Property of Vivint Solar I Property of Vivint Solar 0
***-value calculated for each
account,for specific value see the
previous warning label page .C
0
I.
d
11 14 00I.
ROOFTOP ARRAY 8 12 6 6 6 2 4 13 IF APPLICABLE
EVERY 10'AND
er
WITHIN 1'OF
ELBOWS 3 9 3 ( )I 5 3 5 5 3 S 1 5 1 2 g000
zcM
MICRO-INVERTER :�� 54
> z W
W W
SYSTEMS DC O Z N
% J J W 00
DISCONNECT J o
INSIDE K ? LL
- - - - - - - - - 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
STRING-INVERTER BOX 5 INTEGRATED WITH (WHERE REQUIRED) '^
SYSTEMS ARRAY) TYPICAL SOLAR GENERATION INSTALLATION 10 INSIDE PANEL 10 3 w
(NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION)
SHEET
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 qe
HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. BARRIERS ui