HomeMy WebLinkAbout19-22181 CITY OF ZEPHYRHILLS
5335-8th Street 22181
(813)780-0020
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit#:22181 Issued: 12/18/2019 Address: 7411 APPLEGATE DR
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: 21,780.00 Total Fees: 292.50 Subdivision: ALPHA VILLAGE
Amount Paid: 292.50 Date Paid: 12/18/2019 Parcel Number: 35-25-21-005A-00000-1070
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT SOLAR DEVELOPER LLC Name: MYERS BRUCE
Addr: 1800 W. ASHTON BLVD Address: 7411 APPLEGATE DR
LEHI, UT. 84043 ZEPHYRHILLS, FL. 33540-1034
Phone: (855)877-2974 Lic: Phone: (813)469-2793
Work Desc: INSTALLATION ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM
APPLICATION FEES
ELECTRICAL FEE 195.00 BUILDING FEE 97.50
INSPECTIONS REQUIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL
REINSPECTION FEES:(c)With respect to Reinspection fees wiftomply 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.-
Altl�,7 kg%7
r PER 0 F F I
PERMIT kPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO&/
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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 Divisiort—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 1 have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement
CONTRACTOR'SIOWNER'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 Zane"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 0 N LACING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU OTICE O COM EMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swam to(or affirmed)before me this % s a r _ _ e
by le w �by a
Who is/are personally known to me or has/have produced Wh t"" -p rsonally known to me or haslhave produced
as identification. identification.
Notary Public Notary Public
Commission Na. Commission No.
Name of Not city typed,printed or stamped Name of N typed,printed or tamped -
�,y►;ly'"tlt�;.:=MALDONADOO275F „,; uatwe 900.3W7019
INSTR#2019214121 OR BK 10024 PG'766 Page 1 of 1
S/LJ 12/18/2019 10:44 AM Rcpt:2118305 Rec:10.00 DS:0.00 IT:0.00
H Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel IDNo3,7 2S 21^na5A -60000-16'7a
NOTICE OF COMMENCEMENT
state of Florida County of PasC:o
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: Panel Identification No.
Street Address: -�-I q 11 A p a l l_!c O Q' 'Dr"\1o_ ' p lr'J 1N',I,S _ FL �3 S LM
2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system
3. Owner Information or Lessee information if the Lessee contracted for the improvement:
r'kCQ,A.MA o-r S
'1411 0AJlQaoak11 t2. �r;Vtt Z2d�.lrlr„11S f
Address city I I State
Interest in Property.
Name of Fee Simple Titleholder.
(if different from Owner listed above)
Addfe's Vivint Solar Developer,LLC city state
4. Contractor. P
Name
5100 W.Hanna Ave. Tampa FL
Address city State
Contractor's Telephone No.: (613)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 himselt the owner designates of
to receive a copy of the Lienors 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 cam 0on of o ctl n fin end to the
contractor,but will be one year from the date of recording unless a different date is specified): \ �W .0
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING
//YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of commencement d I the fads stated therein are true to the best
of my knowledge and bellef. (((////////////```"`
STATE OF FLORIDA
COUNTY OF PASCO
Signatu a of Owner or Lessee,or Owners essee's Authorized
Officer/Director/Partner/Manager - -
O�no-r 113r.xcaQ(�Terf
Signatory's Tdie/0 ce �1
The foregoing instrument was acknowledged before me this ,day ofCl QC. ,20►1,by 1.1 r%AC Q a M I?'r f
as O n Q r (type of authorittyy.p.,officer,trustee,attorney in fact)for
(name of arty on ehaB of whom in trumem was execut
jed),
-
Personally Known❑OR Produced Identification Notary Signature �•1
Type of Identlfigtlon Produced 'FL 'V t: Q r S L s C0/1S(r, 'Name(Print) ♦.V% :�4./14- E. n n t
CHRISTINE E.WYNHE -
Fdp. " Notary Public•State of Florida
Commission#GG 180524 _ }
My Comm.Expires Feb 25,2022
"•Bonded through Natlanal Notary Assn.
P.
wpdatafbes/noticecommencemenUc053048
STATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT :i• �
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
tea.`:< •,: .; �
FKK
S MY HAND D OFFICIAL SEAL THIS
DAY OF C-- 2
7, yu.,�••.;rtsr
LVARE WLESCLERK&COMPTR LER
DEPUTY CLERK
�A'� 40F 1'r4'""� f
:,•:s 813-7eo-0o20
City of Zephyrhills Permit Application Fax-sls-rea aazl
Building Department
Date Received Phone Contact for Pennittin
Owners Name y� Owner Phone Number u q-TA
Owner's Address ( P L E f-/�C.r'1 rE DR. Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address (� r
JOB ADDRESS FFq I Z PN q Q Nht LOT# E
SUBOPASION r I PARCEL ID#
(OBTAIN®FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONStR ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL Q p� c
DESCRIPTION OF WORK 6P -M ( (Fi S LIQ I7ANel/ S L(uTW
BUILDING SIZE I I SO FOOTAGE HEIGHT
EZIBUILDING $ 0 p VALUATION OF TOTAL CONSTRUCTION
. Li
ELECTRICAL $' Gad AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION T 1(
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER 7 f 7 COMPANYVT�31T_Igr
SIGNATURE REGISTERED / N FEE CURREP Y/N
Adder License# 7
ELECTRICIAN "If COMPANY VIVZ ")
SIGNATURE /r REGISTERED I YIN I FE CURREn I Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/N I FEE CURREA LLLN
Adder License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I YIN I FEECURREn LYLN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N I FEE CURREn Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit far new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit far new construction.
Minimum ten(10)working days after submittal date. Required onsits,Construction Plans,Stonnwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"'PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(far 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
i
City of 2ephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: v)-
V 4 �,sn ��►
Date Received: 2,�, 13
--
Site: gd&&�4
J1Y
Permit Type: ' c� ,O �0
670 ),Y U' P 2 S5 S�t�7
Approved Who comments: Approved w/the below comments: C4 Denied w/the below comments: ❑
This comment sheet shal kept with the permit and/or plans.
DEC
DEC
er—Plans Examiner Date Contractor and/or Homeowner
{Required when comments are present}
CITY OF " NOTICE / BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
� • N • - •
ADDRESS D TE PERMIT
Avj�_C��NF /-?- -7-2j&f
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
�a ���11 gL-1
y
It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION
or other material,until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR
'L
DocuSign Envelope ID:844804CB-5B1B-4752-A224-D203129E5E74
ton Blvd.
viva n ® �' { 1' 'al 1800 IN 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@vivintsolarcom sam.brown@vivintsolarcom
November 27, 2019
Re: Structural Engineering Services
Myers Residence
7411 Applegate Dr, Zephyrhills, FL
S-6272357; 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)
3.00 PSF= Dead Load (solar panels/mounting hardware)
11.02 PSF=Total Dead Load
20 PSF= Roof Live Load (based on local requirements)
Wind speed of 145 mph (based on Exposure Category D-the total area subject to wind uplift is calculated for the
Interior, Edge, and Corner Zones of the dwelling.)
C. Solar Panel Anchorage
1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below.
If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office
should be notified before proceeding with the installation.
• EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website
(www.ecofastensolar.com).
2. The solar panels are 1'/2' thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
Page 1 of vivin • s1.-D
` DocuSign Envelope ID:844804CB-5B1B-4752-A224-D203129E5E74
, Page 2 of 2
3. The following mounting types shall be used. Please refer to the mounting details for the associated required
penetration depth. Based on our evaluation, the pullout demand is less than the maximum allowable per
connection and therefore is adequate.
• EcoFasten with Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications
(NDS)of timber construction specifications for Southern Pine is 235 Ibs/inch penetration.
4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC
2303.4.5 verifying that the fasteners will not adversely affect the roof framing.
5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind
load uplift procedures of ASCE 7-10 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 560 448 415 560 448 415
D. Summary
Based on the above evaluation,with appropriate panel anchors being utilized the roof system designed on will
adequately support the additional loading imposed by the solar panels, if installed correctly.This evaluation has
been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida
Building Code-Residential 6th Edition, current industry standards and practice, and the information supplied to us
at the time of this report.
If there are any questions regarding the above, or if more information is required, please contact me.
\\\�\I11 III I I/////�/
VV
Regards, DocuSigned by: \\ C� �. i
84
J. Matthew Walsh, PE [////-7AEEB20514FE402..
N,�FL License No. 84923 . _ a,pa�r . _
Matthew Walsh
p,, STATE OF 41
November 28, 2019 7:01 AM MST�i3O'n '.,F�OR�OP,•�\���
This item has been electronically s�0NA
signed and sealed by Matt Walsh II
using a Digital Signature and
date. Printed copies of this 11/27/2019
document are not considered
signed and sealed and the
signature must be verified on any
electronic copies
vivi nt.
l
DocuSign Envelope ID:844804CB-5131 B-4752-A224-D203129E5E74
v'+�'n* t `' - -t- 1800 W Ashton Blvd.
� :' + Lehi, UT 84043
Structural Group
J.Matthew Walsh, PE Kirk M.Nelson, SE Samuel Brown,PE-Civil
Director of Engineering Structure!Engtneefing Structural Engineering
jam es.walsh@vivintsolar com kirk.nelson@vivintsolar.com sam.brown0vivinrsolar com
Structural Analysis Report
Project Address Date: November 27,2019
Myers Residence
7411 Applegate Dr
Zephyrhills,FL
S-6272357
Residence
Roof Area 2347 sf
Upper Floor Area 0 sf
Number of Stories 1
Type of Construction Wood-Framed with Rated shear panels
Mean Roof height 15 ft
Upper Floor height 0 ft
Location Parameters
Latitude 28.264748
Longitude -82.17922
Site Class D
Risk Category II
Seismic Parameters
SS= 0.068 g 0.2 sec Spectral Response Acceleration
SI = 0.035 g 1.0 sec Spectral Response Acceleration
Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1
Fv= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2
SDS= 0.073 g Short Period Design Spectral Acceleration
SDI = 0.056 g 1 Second Period Design Spectral Acceleration
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle,Q 24.0 deg
Product Information �0\111111////��
No.of Panels 30 \����PgZHEW
Weight 3.00 psf including mounting systemENSF
Z �•' -' to �
Installed Area 527.5 ft2 ` .s
No.of Connectors 39 = * //r/' 84 23,{ +a
STATE OF ;
t% 0 , • `v
/oNAL l`-1/27/2019
��lIlIII1111\\
Page 1 of 3 v'v, t.
I
DocuSign Envelope ID:844804C13-581 B-4752-A224-D203129E5E74
Existing Structural Elements Carrying Gravity Load
2015 IEBC/2015 IRC/2017 FBC
Existing
Roof Dead Load Roof Live Load
4 psf Composite Shingle 20 psf
2 psf 3/4"Plywood Sheathing
1 psf Roof Framing @ 24 in.o.c. Ground Snow Load
0 psf Ceiling,Mechanical,Electrical 0 psf
1 psf Miscellaneous
8 psf TOTAL
Wall Dead Load
8 ft Wall Height
300 ft Wall Length
12 psf Wall Weight
Additional
Roof Dead Load Roof Live Load with Solar Panels
3.00 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+DL„DD+(LLRooF or Snow)x Spacing
22.04 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-60.67%
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 ���'��• �` .�. F `
DocuSign Envelope ID:844804C13-561 B-4752-A224-D203129E5E74
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= 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
K,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof Q= 24.0 deg
sanehor= 48 in Horizontal spacing of roof anchors
At fib= 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 49.1 psf 89.3 psf
Pnet=lKztPnet3o= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
46 psf 72 psf 131 psf
Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 46 psf Use 72 psf Use 131 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
Atrib= 21.60 ft`
DLpanel= 3.00 psf
Zone 1 Zone 2 Zone 3
Wuplift= 46 psf 72 psf 131 psf
Piag=F.S.x Alib x(0.6D-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-560.3lbs -448.3lbs -415.4lbs
Connection Capacity
db= 5/16 in Lag Screw diameter
Dpe.= 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
Pauow=Dpen x W'= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 560 lbs 448 lbs 415 lbs
Max Load=0.853 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 viv' ts
LG330N 1 C-V5
330W
The LG NeON° 2 is LG's best-selling solar module, and is one of the most
powerful and versatile modules on the market today. Featuring LG's Cello
Technology'"", the LG NeON° 2 increases power output New updates
include an extended performance warranty from 86% to 89.6% to give
customers higher performance and reliability.
o�E C&US C E -------_--I
In progress
Made in . .
USAF . .
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Features
Enhanced Product warranty 25 rs Enhanced Product Warranty
LG NeON°2 has an enhanced performance LG has extended the warranty of the NeON°2 to 25
warranty.After 25 years,LG NeON°2 is years including labor, which is among the leading
guaranteed to perform at a minimum of industry standards.
89.6%of initial performance.
Better Performance on Sunny Days + Roof Aesthetics
® LG NeON°2 now performs better on sunny LG NeON° 2 has been designed with aesthetics in
days,thanks to its improved temperature mind using thinner wires that appear all black at a
coefficient distance.The LG NeONO 2 can increase the aesthetic
value of your home with a more modern design.
About LG Electronics
LG Elecr o irs is a global leader in electronic prodri is,n the dean energy markets by offering solar PV panels and energy sioiage systems the company first embarked on
a solar energy source research program in 1985,supported by LG Groups vast eapenence in the semo-conductor, LCD,chemistry and materials industries.In 2010'LG
Sular soccessfuliv released its first MonoX" series to the market, which is now available in 32 countries. The WOW (prevmus Monoxo NeON). NeON'u2,NeON12 LG
13iFaoa1 wan the`Inters WAWARO'in'013,2015 and 2016,which demonstrates I_G's leadership and innoration in the solar mdutry
�Ilw®11r
LG NeON" 2
Flom imported Parts�
LG330NlC-VS
General Data Electrical Properties(STC*)
Cell Properties(Materiallfype) Manocrystallue/N-type Model j LG330Nl C-VS
Celt Maker LG mum Power(pmax) '[W] 330
Maxi
Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) .[V] 33.7
Number of Busbars 12 EA MPP Current(Impl" 9.8
m
Module Dimensions(L x W x H) 1,686m x 1,016mm x 40 min Open Circuit Voltage (Voc,-S") [VJ I 40.9
Weight 17.1 kg Short Circuit Current (Isr,LS%) [A] 10.4S
Glass(Material) Tempered Glass with AR Coating v Module Efficiency (%] ( 19.3
Backsh_eet(Color) White Power Tolerance j[%] ( 0- 3
Frame(Material) Anodized Aluminium 'STC(Standard Test Condition).Irradiant a 1000 Who',Cell temperature 25°C,AM 1.5
)unction Box(Protection Degree) IP 68 with 3 Bypass Diodes
Cables(Length) 1,000 mm x 2 EA _ 0_mt:i!!q Conditions
Connector(Type/Maker) MC4/MC Operating Temperature _ ! [°C] -40-*90
Maximum System Voltage _ —M 1,000
Maximum Series Fuse Rating �[Aj _ 20
Certifications and Warranty Mechanical Load(Front) [psf] 113
_.
Mechanical Load(Reaz) 84
IEC 6121 5-1/-t.112:2016,IEC 61730-
1/2:2016,UL 1703
Certifications
SoSoo1,ISD14o01,ISO50001 Packaging Configuration
OHSA51800t,PV CYCLE Number of Modules per Pallet [EAJ 25
Salt Mist Corrosion Test IEC 6170.1:2012 Severity 6 Number of Modules per 40ft HQ Container I [EA] 650
Ammonia Corrosion Test IEC 62716:2013 packaging Box Dimensions(Lx W x_H_) _i [m nj 1,750 x 1,120 x 1,221
Module Fire Performance Type 1(UL 1703) Packaging Box Gross Weight [kg] I 464
Solar Module Product Warranty 25 Years
Sol ar Module Output Warranty Unear Warranty'
`1)Fust year,98%2)After I st year 035%annuatdegradaten, 3)89.6%£or25years Dimensions(mm/mch)
Temperature Characteristics
NMOr [°C] 42 t 3
Pmax I [%t°C] _ -0.36 ima.o.+o.o
Voc [%/-C]
Ise ��� � [%PC] 0.03 o-e 'O'.'"a'
•.• ns.o:e.v� _.
`NMOT(Nominal Modu'e Operating Temperature):Irra:ianc a 800 Wtm',Ambient temperature 20 T_
Wind speed 1 m7s,Spernum AM 1.5
_ _ �r oy. I-1 �� I•I
Electrical Properties(NMOT) `a \
Model I LG330N1 C-VS
Maximum Power(Pmax) [W] 246 _
MPP Voltage(mp 11_,[V1 31.5
MPPCument(Impp) _ [A) 7.81
Open circuit Voltage(Voc) j IV] 38.40
Short Circuit Current(isc) 1[A] 8.40 000-o,2,4 i
cm,.t.yen i
t e
oe me
1-V Curves
2A
Wow
o i1
aoow
B.D
60OW
m 6.0
U 40OW
4.0
200W R
2.0
0.0
30s: 40G
Voltage IV]
LG Electronics Inc. Product specifications are subject to change without notice. o o
Soar Business Division LG330NSC-V5_US_Ver01
LG 2000 Millbrook Onve
Uncalnshlre,IL 60069 2019 LG Electronics All rights reserved.
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reliability tivithout a tdoar mplianCe " per a
Builf-i nY electrof s or in do cle 690.11
n module-1 el ors , . and 690.12
9ptional:Revenue monitoring Ytic capacitors
nue grade data;ANSI CI !
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So =a@ Single Phase Inverters for North America
SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US
_ SE3000H-US SE380OH-US SE5000H-US SE6000H-US I SE7600H-US
OUTPUT
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) .................... .........._......... .........✓......... .................... .........._......... ....Vac.....
........................................................ ................... .................... .................... .................... .................... .............
AC Output Voltage Min:Nom:Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac
...................................................... .................... .................... ....................
AC Frequency(Nominal) 59.3-60-60.5 Hz
........................................................... .................... ....................1"*'****.21
Maximum Continuous Out ut Current 208V 4A
..................................................... .................... .................... .. ................. .............
............... .... ................ ...mumContinuousOutputCurrent240V 12.5 16 25 32 A
GFDI Threshold 1 A
.......ng,Is................................... ..................................................Yes.................................................. .............
Utility Monitoring,Islanding Protection,
Countr Configurable Thresholds
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
...................................................... .................... .................... .................... .................... .................... .............
Transformer-less,Ungrounded Yes
........................................................... ........................................................................................................ .............
Maximum Input Voltage 480 Vdc
...................................................... .........................................................
Nominal DC Input Voltage 380 400 Vdc
.................I.................. ........... .................... ...........5....... .................... .................... ........
Maximum Input Current .. .. .�...................... ....................�..........:.....:...I........13:5........I..........:......... Adc
.................... .............
Maximum Input Current 240V Izl 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 600ks.Sensitivity
Maximum Inverter Efficiency 99 99.2
...................................................... ........ ................................................................................... .............
CEC Weighted Efficiency 99
..g..time'............'ump............................ ........................................................................................................ .............
Ni httime Power Cohsum lion <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS48S.Ethernet,ZigBee(optional),Cellular(optional)
................................................... ....................................................................... .............
Revenue Grade Data,ANSI C12.20 ..............................................Optional!" .............................................
Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M.07
......................................................... .......................... .................................... . .. ... .......
Grid.Connection Standards IEEE1547,Rule 21,Rule 14(HI)
.. ............................................... .. ........................................................................................................ .............
Emissi ...
ons 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.................I....25:1/11 4....I...............26.2/11:9.............. ...lb/.kg....
Noise <25 <50 dBA
Natural
convection and
Cooling Natural Convection internal fan
(user
........................................................... ................................................................................... re laceable
Operating Temperature Range :13 to+140/:25 to+60")(.40'F/.40`C option)1s1 F/`C
............................ ..................................... .............
Protection Rating NEMA 3R(Inverter with Safety Switch)
Irl For other regional settings please contact SolarEdge support
rrl A higher current source maybe used;the inverter will limit its input current to the values stated
i31 Revenue grade inverter P/N:SExxxxH-US000NNC2
I'I Power de-rating from 50'C
fsl LO version P/N:SExxxxH-USCOONNU4