HomeMy WebLinkAbout19-22172 CITY OF " NOTICE / / BUILDING
ZEPHYRHILLS. DEPARTMENT
OF ADDITION OR CORRECTION y
D • NOT - •
ADDRESS DATE PERMIT#
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
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
of other material,until the proper inspector has had ample time to approve 780-0020 FOR RE-INSPECTION
the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR Ir!�8r 1/�1J�5
CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 22172
ELECTRICAL PERMIT ,
PERMIT INFORMATION LOCATION INFORMAT!JDN
Permit#:22172 Issued: Ad ss: 38550 CAMDEN AV
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, F
Class of Work: 434-ADD/ALT RESIDENTIAL To hip: ge:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 13,068.00 ees: 225.00 Subdivision: ALPHA VILLAGE
Amo P id: Date Parcel Number: 35-25-21-005A-00000-1260
TRACTOR INFORMATIO OWNER INFORMATION
fdi:
e: INT SOLAR DEVELOPER LLC Name: CARLEY, DAVID & ELAINE RUTH
1800 W. ASHTON BLVD Address: 38550 CAMDEN AVE
LEHI, UT. 84043 ZEPHYRHILLS, FL. 33542
ne: (855)877-2974 Lic: Phone: 813-838-5583
Work Desc: INSTALLATION PHOTOV LTAIC SOLAR ROOF MOUNT
APPLICATION FEES
ELECT AL FEE 142.50 4WDING FEE 82.50
INSPECTIONS REQUIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL /{
16
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.
CONTRACTOR PER OFR
PERMIT EXPIRES 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 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 IMPACTIUTILITIES 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, Weiland 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 1 am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the pernitting 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 TOO INANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU OTICE OF C ME MENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTO
Subscribed and sworn to(or affirmed)before me this $yqflVf a Ewa b f s
by I G yy _ — i
Who is/are personally known to me or has/have produced Who is/a . holly to me drr ha`s/heve produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No
to 1phclo
Name of Notary typed,printed or stamped Name of Notary floed,printed arthamped
„y v' commission#GG 346276
a; k: Expires June 18,2023
Bonded Thtu Troy Fain lmuranee S7019
e13-78M020 City of Zephyrhills Permit Application Fax-813-780-0021
1 Building Department
Date Received S _ O
hh /inn Phone CorTpet for Pertnittln a
Owners Name U V L D (�A{`L E �r1 Owner Phone Number
Owners Address 3 gSSO CA MD'EN r-t I/�. Owner phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 389-SO CAH6,CAl AVE LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW C.ONSTR 8 ADD/ALT d SIGN 0 = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL Q mot- `,
DESCRIPTION OF WORK AISM TLO L , A GD FTO rP C06g!p
BUILDING SIZE SO FOOTAGE HEIGHT pAN S�f
BUILDING $/)`(,�12 J�� VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $/ lU J ~r,[� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION !/\
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER OM ANY 1 vr_MT t A R bFVe7t6PlFR
SIGNATURE REGISTERED /N I FEECURREn /N I -
Address PA License#
ELECTRICIAN /_ COMPANY = gl/
SIGNATURE /// rrr REGISTERED I Cfl N I FEE cuRREA /N
Address d License#
PLUMBER COMPANY
SIGNATURE REGISTERED - Y/ N I FEE CURRaA
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREn
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREA Y/N
Address License#
IIIIIIIIIIIIIIItlllllllllllllllllllllllllllllllIII let I III I III III it11
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Starnwater 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 far new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Starnwater 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. (AIC upgrades over$7500)
Agent(far the contractor)or Power of Attorney(far 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
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: v0/ m+
� /
Date Received:
Site:
Permit Type: �l� +� D� c, �(�o-� t yln '��� o V 0
Approved w/no comment r
Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be-kept with the permit and/or plans.
DEC .6 2019
Kal ' witzer-Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
INSTR#2019208319 OR BK 10018 PG 3292 Page 1 of 1
12/09/2019 10:43 AM Rcpt:2115179 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. ParceIIDN.A5_-ZS 21-OOS-R 00000-12 1"
NOTICE OF COMMENCEMENT
State of Florida County or 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 Identification No.
streetAddresa: JI 550 C,arAjCn AVQpuq_.212-pime w,II's 335L(0
2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system -
3. Owner Infartn�' or lessee Information If the Lessee contracted for the improvement:
�6L a W C'0..IQa an� Ia;ntL l2. Gar�� fr Y
,nsso P."'Acn NVO-Aut ZQ n6 F_ ¢ W J LW
Address City State < Z O J
Interest in Property. • (.7 O = }
Name of Fee Simple Titieholder. B Z Tn J (N a
Of different from Owner fisted above) N O O = O W
Address city State Q W O F— U O
a. Contractor. Vivint Solar Developer,LLC IL W _z 06
5100 W.Hanna Ave. Tampa FL LL LL
O O Q �< ,
Address city State W LL U
Contractor's Telephone No.: (813)359 0634 _ }. = O 0 LL J
ZF- } WO U.
ui
\'' Surety. °"
Name ` - V = OU V Z W
Address city State H (.._ -D Q _I
Amount of Bond: $ Telephone No.: Q U m I] LL i"
p �iW = Z 001
8. Lender. d' 2
` Name LL
W O O } O W
Cr
Address City Stale O Q Q S`
Lender's Telephone No.: - LL LL 1- Z W En
to Q
7. Persons within the State of Florida designated 61 the owner upon wham notices or other documents may be served as provided by r W — ¢ .jW
Section 713.13(1)(a)(7),Florida Statutes: Q (/� 5 LL Y - .
Z
Name N F- F- 03: Z m
Address . City State .
Telephone Number of Designated Person:
8. In addition to himself,the owner designates ct—
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 Owrier. -
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date is specified): M A q I.g a.?a qe7 _
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 /'� '• Y� ,
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT / 0
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 and that the facts stated therein are true loathe best
of my knowledge and belief. 1 s91
Yr 11
STATE OF FLORIDA ��
COUNTY OF PASCO LL
3 ' 'y
Signature of Owner or Less1g,ct Owners or Lessee's AtAh 'eel � 4s r :�'as
Officer/Director/Padner/Manager 101
• poJnQ.r��0.V:�tr.l. �.ar`Qa an�_E�A;nst �.ca��Q{_ `� �=�`- ;���.
The foregoing instrument was actmovAedged before me this�1 day of NOV.. ,20 LQ by 0.V• I�• �-LL f P
1 A' 4 - �. as D w nQ./ l<YP ty, 9 ey- ) "au:<.'u_ 'f1`• f�
o fL• La' k,L a of authori ,e. .,officer,trustee,a om m fed for
0-K r s S 4 s n C. An 2 (name of
party on behalf of whom instrument was executed). t
Personally Known❑2B Produced Identification t� Notary Signature lL�?►t AA` �,•1�r
Type of Identification Produced T 2. l (� fi.f S t^t�ASQ• Name(Print) r1 f i S'C'n IL W-�nnQ
CNNISTINE E.WYNNE
-'• Notary Poblic•St
ate of Florida
?�p`F Commission B GG 180524
`NFF-s�,�,! My Comm,Expires Feb 26,2022
Bonded through National Notary Assn.
wpdata/brsinoga•commencemeM_prO53048
DocuSign Envelope ID:256E2782-CA2A-409B-95F8-A15D08B51768
. ' r � 1800 I N Ashton Blvd.
Structural Group Lehi, UT 84043
J.Matthew Walsh,PE Kirk M.Nelson, SE Samuel Brown,PE-Civil
Director of Engineering Structural Engineering Structural Engineering
james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com
November 22,2019
Revised November 25, 2019
Re: Structural Engineering Services
Carley Residence
38550 Camden Ave, Zephyrhills, FL
S-6266713; FL-01
To Whom It May Concern:
We have reviewed the following information regarding solar panel installation on the roof of the above referenced
home:
1. Site Visit by a representative from our office under my supervision identifying specific interior and
exterior site information including the condition of the existing roof system and the size, spacing, and
condition of existing structural framing members. Information gathered during the site visit includes
photographs, sketches, and verification forms.
2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to
the existing roof.
Based on the above information,we have evaluated the structural capacity of the existing roof system to support the
additional loads imposed by the solar panels and have the following comments related to our review and evaluation:
A. Description of Residence:
The existing residence has typical wood framing construction with a maximum of two layers of composite shingle
roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard
construction components. The designed areas of the home consist of the following framing methods:
• Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access
to verify the framing size and spacing.
B. Loading Criteria
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 Comer 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%" thick. At no time will the panels be mounted higher than 10" above the existing
surface of the roof.
Page 1 of 2 W t ` ,d r
DocuSign Envelope ID:256E2782-CA2A-409B-95F8-A15D08B51768
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 332 266 246 560 448 415
D.Summary
Based on the above evaluation,with appropriate panel anchors being utilized the roof system designed on will
adequately support the additional loading imposed by the solar panels, if installed correctly.This evaluation has
been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida
Building Code-Residential 6th Edition, current industry standards and practice, and the information supplied to us
at the time of this report.
If there are any questions regarding the above, or if more information is required, please contact me.
\�N\\\IIIII////,/
f t1E IIV W,q
Regards, \�� ^.�- �,��E�►SF'•`S
J. Matthew Walsh, PE * Nc�84 �
FL License No. 84923 � .G —
" STATE OF
DocuS ed by: %�i� � P O ` P `Xv\�
7AEEB20514FE4D2... ONA
11/25/2019
Matthew Walsh
November 26, 2019 1 8:55 AM MST
This item has been electronically signed and sealed by
Matt Walsh using a Digital signature and date. Printed
copies of this document are not considered signed and
sealed and the signature must be verified on any
electronic copies.
DocuSign Envelope ID:256E2782-CA2A-409B-95F8-A15DO8B51768
vDan� 1800 VV Ashton Blvd.
V t. s r
Structural Group Lehi, U3 803
J.Mafthew Walsh, PE Kirk M.Nelson,SE Samuel Brown,PE-Civil
Dker.tor of Engineering Structural Engineering Structure!Engineering
james.walsh@vivintsolarcom kirknelson@vivinmlar.com sam.hrownpvivinisolarcom
Structural Analysis Report
Project Address Date: November 25,2019
Carley Residence
38550 Camden Ave
Zephyrhills,FL
S-6266713
Residence
Roof Area 2234 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 28.265125
Longitude -82.17829
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
i
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, 0 23.8 deg
Product Information
No.of Panels 18 \\\\\�.c'(VAE W ���///'
Weight 3.00 psf including mounting system \,ycE11SF-,<S
Installed Area 316.5 ft2 N 843 (, y
No.of Connectors 24 ` *
ate+�� —
=�'� STATE OF
�jO�F�
IONAL ��G l`1/25/2019
/lllill1lo
�
Page 1 of 3 � � � if
i
DocuSign Envelope ID:256E2782-CAM-409B-95F8-A15D08B51768
i
i
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+DLADD+(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
VIVI i t 0t � ��� il�
DocuSign Envelope ID:256E2782-CA2A1109B-95F8-A15D08B51768
Wind Uplift
Simplified Procedure for Components and Cladding
ASCE 7-10,Section 30.5
V= 145 mph Basic Wind Speed
Exposure D ASCE 7-10,Section 26.7
A = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
K,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 23.8 deg
sanchor= 48 in Horizontal spacing of roof anchors
At fib= 21.60 sf Panel Area tributary to each roof anchor
PneOO 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
Piet=AKzt n no= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
46 psf 72 psf 131 psf
Pnec= 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
Peas=F.S.x Afib x(0.613-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-560.3lbs -448.3lbs -415.4lbs
Connection Capacity
db= 5116 in Lag Screw diameter
Dpen= 2.50 in Lag Screw penetration into existing framing member
Southern Pine Species of wood framing
CD= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2
C,= 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
Panow=Dpeo x W,= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 5601bs 4481bs 415 lbs
Max Load=0.853 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
Page 3 of 3 V 11 n
LG N .,'-:-� ON@R
LG340Q1 C-V5 I LG335Q-1 C-V5 1 LG330Q1 C-V5
340 I335W I330W
LG NeON°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
efficiency.LG NeON®R features enhanced durability,performance under real • • i�
-world conditions,an enhanced warranty and aesthetic design suitable for
roofs. '••
DVE U
In progress In progress In progress In progress . . r•,
J.
f'
Feature
I'+r � Aesthetic Roof i �5 i Extended Product Warranty
j LG NeON°R has been designed with LG has extended the product warranty of the
aesthetics in mind:the lack of any electrodes LG NeON®R to 25 years which is top level of
on the front creates an improved,modern the industry.
aesthetic.
Enhanced Performance Warranty i —"' More generation per square meter
LG NeON°R has an enhanced performance The LG NeONO R has been designed to
—} warranty. After 25 years,LG NeON®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 Electronics 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
in 1985,supported by LG Group's vast experience in the semi-conductor,LCD,chemistry and materials industries.In 2010,LG Solar successfully released its first MonoXo
series to the market,which is nowavailable in 32 countries.The NeON°(previous.ManoXe WON).NeONe'2,NeONo2 BiFaoal won the"Intersolar AWARD"in 2013,2015 (0 LG
and 2016,which demonstrates LG Solar's lead,innovation and commitment to the industry.
LG NeONOR
Preliminary
LG340Q1 C-V5 I LG335Q1 C-V5 1 LG330Q1 C-V5
General Data Electrical Properties(STC*)
Cell Properties(Material/Type) Monocrystalline/N-type Model LG340QIC-VS LG335Q1C-VS ^LG330QlC-VS
Cell Maker LG Maximum Power(Pmax) [W] 335 335 330
Cell Configuration I 60 Cells(6 x 10) MPP Voltage(Vmpp) [V] 35.6 3S.4 35.2
Module Dimensions(Lx W x H) 1,700mm x 1,016mm x 40mm MPP Current(Impp) [A] 9.56 9.47 938
Weight 17.5 kg Open Circuit Voltage(Voc,±5%) M 42.6 42.6 42.5
Glass(Thickness/Material) 2.8mm/Tempered Glass with AR Coating Short Circuit Current(Is4±5%) [A] 10.75 10.74 10.73
Baclaheet(Color) White Module Efficiency [%] 19.7 19.4 19.1
Frame(Material) j Anodized Alummium PowerToleranre [%] 0-+3
Junction Box(Protection Degree) IP68 with 3 Bypass Diodes 'STC Standard Test Condition):Irradiance 1000 W/m',Cell Temperature 25'C,AM 1.5,
Cables(Length) 1,000mm x 2EA :Measure Tolerance z 3%
Connector(Type/Maker) MC4/MC
Operating Conditions
Certifications and Warranty
Operating Temperature PC -40-+90
Product Warranty 25 Years Maximum System Voltage [V] 1,000
Output Warranty of Pmax Linear Warranty' Maximum Series Fuse Rating [A] 20
•Firstl'�r:9aY>z)nrter r:tyear:o3v a�,wld aa4rwn 3)s0.ex ror zsye,R Mechanical Test Load(Front) [Pa/psf] 5,4001113
Mechanical Test Load(Rear) [pa Ipsf] 4,000/93.5
'Test Load-Design x Safety Factor(1.5)
Packaging Configuration
Number of Modules Per Pallet [EA] 25
Numberof Modules Per4Dft HQ Container [EA] 650
Packaging Box Dimensions(Lx W x H) (mm] 1,750 x 1,120 x 1,221
Packaging Box Gross Weight [kg] 473
Dimensions(mm/inch)
Temperature Characteristics
NMOT• [ -C p 44±3 1016.0i40.0
Pmax [%/'C�] -0.30 5975.0/38s4'
Voc [%/°C] -0.24 � '`•'
oro�n Noses
Isc [%/°C] 0.037 0-V•4.nia.� ns.o7o.9 40.071.57
0(Nominal Module Operating emperature:ma imm uu-O m, m senttempemtum 20°C, G-owdng Noses '�
I'
Wind speed 1 m(s,Spectrum AM 1.5 g-a s•v nin p.n.s III
Mount Ong F 1- ~�I�
Electrical Properties NMOT
I
Model LG340Q1C-V5 LG335Q1C-VS LG330g1C-VS
Maximum Power(Pmax) [W] 256 252.2 248.4
MPP Voltage(Vmpp) [V] 35.5 35.3 35.1 t U ii
MPP Current(Impp) [A] 7.21 7.15 7.08 m rno
Open Circuit Voltage(Voc) [V] 40.1 40.0 40.0 0
au
Short Circuit Current list) [A] 8.66 8.66 8.65 oo r m N m b
°o car N=
01 o, o"
1-V Curves °o m=
12 1 ooloW
10
BOOIW
60JW =
° 0 I
6 j o 0 o
N
v 400,
4
(J
20C VV
/
0 -
0.0 10.0 20.0 30.0 40.0
Voltage(V)
LG Electronics Inc. Product specifications are subject to change without notice. ❑� Py❑�
Aeft Solo Business Division DS-VS-60-C-G-F-EN-90409
(0 U3 LG T vin Towers,128 Yeoui-daero,Yeongdeungpo-gu,Seoul
073 6,KoreaO 2019 LG Electronics.All rights reserved.
Life's Good ❑� :�
.Ig-solarcom
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SE3000H'US 1 SE3S0M
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USA•CANADA- _ 111I���A7��e Lp,
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S®I a r g ® � Single Phase Inverters for North America
SE30001-US/SE3800H-US!S111111-US/SE6000H-US/SE7600H-US
SE3000H-US SE380OH-US I SES0001HI-US I SE6000H-US I SE760OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 VA
Max:AC Power Output............. ................... .......3000....... .......3800....... .......5000....... .......6000....... .......7600....... ....yA......
AC Output Voltage Min..Nom..Maxf(183-208:229) ✓ Vac
AC Output Voltage Min:Nom.-Maxl(211-240-264) ........✓........ .........✓......... .........✓......... .........✓......... .........✓......... ....Vac
....................................... ................... .................... .................... .................... .................... .................... .............
AC Frequency(Nominal) 59.3-60-60.5't' Hz
.........
Maximum Continuous Output Curr nt 208V I.........24 I I A
......................... II
..............
Maximum Continuous Output Curr nt 240V 12.5 16 21 25 32 A
...
GFDI Threshold 1 A
Utility M onitoring.......,..........Islanding..Protegti. .o'n., .............. ........................................ ........ ....... ......... ......... ......... ......... ............
Country Configurable Thresholds Yes
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
......................................................... .................... .................... .................... .................... .................... .............
Transformer-less,Ungrounded Yes
............... ........ ................................ ........................................................................................................ .............
Maximum. .Inp.ut.Voltag................................ ......................
a 480 Vdc
........ . ... .. .......
Nominal DC Input Voltage 380 400 A....................................................... ......... ......... ...... . .........Maximum Input Current 208VI=' 13.5 dc....................
.................... .................... .................... .... .......
Maximum Input Current 240V t. .... 8.5 ......1...................1........... .......1..5........ ........2.......... .... dc.....
Max.Input Short Circuit Current 45 Adc
...................................... .................... ........................................................................................................
Reverse-Polarity Protection Yes
............................ .................... ........................................................................................................ .............
Ground-Fault Isolation Detection 600ko Sensitivity
..................................... .................... ....................
Maximum Inverter Efficiency 99 99.2
................ .................... .......... .. ....................................... .............
CEC Weighted Efficiency 99
..g.......................p....... .......
Nighttime Power Consumption <2.S W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485.Ethernet,ZigBee(optional),Cellular(optional)
...................................... .................... ........................ ......
Revenue Grade Data,AN51 C12.20 Optional"'
... ......... ......... ......... ......... ......... .........
Rapid Shutdown-NEC 2014 and 2p17 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety ` UL1741,UL1741 SA,UL.16996,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/N of String) /AWG Range 0.75:1" Conduit/1-2 strings J 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.... ...............26.2/11:g............... ..Ib/.kg....
Noise <25 <50 dBA
........................................................... ................................................................................... ................ . .... ..... .....
Natural ..
convection and
Cooling Natural Convection internal fan
(user
........................................................... ................................................................................... lfc re Ole
Operating Temperature Range 13 to+140/-25 to+6014I(-40°F/-40°C cption)tsl F/°C
Protection Rating NEMA 3R(Inverter with Safety Switch)
IA For other regional settings please contact S,larEdge support
h'A higher current source may be used;the in rerter will limit its input current to the values stated
I"Revenue grade inverter P/N:SExxxxH-USOODNNC2
�1'Power de-rating from 50'C
Is'-40 version P/N:SExxxxH-USOOONNU4
6
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Ni EL
G - i •• i • OPTIMIZED BY SOLAREDGE