HomeMy WebLinkAbout20-22645 CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 22645
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit#:22645 Issued: 3/24/2020 Address: 5642 12TH ST
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 16,896.00 Total Fees: 255.00 Subdivision: CITY OF ZEPHYRHILLS
Amount Paid: 255.00 Date Paid: 3/24/2020 Parcel Number: 11-26-21-0010-08400-0130
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT SOLAR DEVELOPER LLC Name: GOLDNER DANIEL
Addr: 1800 W. ASHTON BLVD Address: 5642 12TH ST
LEHI, UT. 84043 ZEPHYRHILLS, FL. 33542-4106
Phone: (855)877-2974 Lic: Phone: (813)782-9472
Work Desc: INSTALLATION ROOF MOUNTED PHOTOVOLTAIC SOLAR SYSTEM
APPLICATION FEES
ELECTRICAL FEE 165.00 BUILDING FEE 90.00
INSPECTIONS REQUIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL
REINSPECTION FEES:(c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City
Codes and Ordinances.
lijvjq n
CO RA PER OFFI
PERMIT EXP S IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Permit No. Parcel ID Noll/ 0 0 i o - Q d g o Q - 0 15 d
NOTICE OF COMMENCEMENT
State of Florida County of Pasco
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this Notice of Commencement:
1. Description of Property:: Parcel Identification No. /
Street Address:. l,�_`� —� ► `�
2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system
3. O r Inform n or Les*(J info a n if the Lessee contracted for the improvement:
N e
Address City State
Interest in Property:
Name of Fee Simple Titleholder:
(If different from Owner listed above)
Address Vivint Solar Developer, LLC city state
4. Contractor: p
Name
5100 W Hanna Ave Tampa FL-33634
Address City State
Contractor's Telephone No.: (813) 359-0634
5. Surety: Name INSTR# 2020041542 BK 10066PC 3265
Address C 03/10/2020 11:06am Page 1 of 1
Amount of Bond: $ 1 Rcp t: 2143070 Rec: 10.00
DS: 0'.00 IT: 0.00
6. Lender: Nikki A 1 varez—Sow 1 es, Esq.
Name Pasco County Clerk & Comptroller
Address City State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person: —
8. In addition to himself,the owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner: _
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and fiinal p-ayment to the
contractor,but will be one year from the date of recording unless a different date is specified): be 2
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 foregoin .ce of commencement an that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Signature of Owner or Lessee,or Owner's or Lessee's Authorized
Officer/Director/Partner/Manager
v pipe-/ AN I V —,&Lh��
Signatory's Title/Offs
The foregoing instrument was acknowledged before me this Vday of 01AII&' 2010,,by V91114)Of G0BLD/#' 41
as y W oe�- (type of authority,e.g.,officer,trustee,attorney in fact)for
/ V49.#G ;fVp , 1N_5 (name of pady on behalf of m i ment was executed).
Personally Known❑OR Produced Identification Notary Signature
Type of Identification Produced DIZIM Name(Print) Mark Hodgkins
]N Physical Presence or
I]Online Notarization i�.o�'. MARKNODGKINS
® Notary Public-State of Florida
AVtea" Commission x GG 252657
. My Comm.Expires Dec 17,2022
Bonded through National Notary Assn,
wpd ata/bcs/noticecommencement_pc053048
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received a0 (� a a
rr' (+ ,`Phone Contact for Permitting �J 3 SQ — V 7
Owners Name bA�J/ 'rT G Q 0 Lb DJ Owner Phone Number
Owner's Address S U[L(2 1 2714 SI Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS (7
T- Z E PH Y R H/T L LJ LOT#
SUBDIVISION PARCEL10# 11-2U/-21- 0O10- O8y00- 0130
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR 8 ADD/ALT � SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK N PN QTQ VO=_rC Q p�®A N F-,�l•,{
BUILDING SIZE I = SQ FOOTAGE= HEIGHT
BUILDING $ I q-Z VALUATION OF TOTAL CONSTRUCTION
13
ELECTRICAL $ f{D AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ �^ q
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER 111
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
r w
BUILDER OMPANY J u
SIGNATURE !/R"�EGISTERED / N FEE CURREK /N
Address N. E.. License#
ELECTRICIAN �J GMPANY I _ UVEMIR
SIGNATURE REGISTERED / N FEE CURREA /N
Address
License# 1 0 7
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Ly/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREn Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK I Y/N
Address License#
Illtllllltlllllillltllllllllllllllllllllllllillllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stor mwater 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.
Drrec6ons:
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(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
TK
j
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more'reitrictive'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;Welland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-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 LENAR OR AN ATTORNEY§EFORE RECORDING YOU NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F .11 )
FLA",�
OWNER OR AGEN NTRACTOR
scn ed and sw t or r s Sy n swo t ff b o i
by `Y2 4 f j ty y996 �y SS0
o i rep o w o me or hasthave rodu ed Who War ETt to or hasthave produced
as identification. as identification.
yq Notary Public Notary Public
Commission No. IL,, d,e�,s� (nQ Commission No.
Notary� eEN N e Qf ry typed,p.TA$j��pdU�LLEN
MYCOMON#G �`EXPIR G033007 y MY COMMISSION#GG033007
Ember 25,2020 ''E EXPIRES September 25,2020
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �!
Date Received:
Site: �OZ y I
Permit Type:
Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall b kept with the permit and/or plans.
Kalvin Sw' er—Plans Examin 02tate Contractor and/or Homeowner
(Required when comments are present)
CITY OF " NOTICE / / BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
D • NOT REMOVE,,
ADDRESS �i— Dq(TE PERMIT y f
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
� S t (),VAA- Of d Vn 7)iAc �,
T- - euu �
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 780-0 0 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
DocuSign Envelope ID:BEC83982-34AE-40B6-8A1D-0883A056Al9A
® 1800 I NAshton Blvd.s o,al
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@vivintsolarcom sam.brown@vivintsolar.com
February 19,2020
Re: Structural Engineering Services
Goldner Residence
5642 12th St, Zephyrhills, FL
S-6315857; 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: Dimensional lumber - 2x6 at 16" on center. Survey photos indicate that there was free
access to verify the framing size and spacing.
• Roof Sections: Dimensional lumber - 2x6 at 16" on center. Survey photos indicate that there was free
access to verify the framing size and spacing.
B. Loading Criteria
9.13 PSF= Dead Load(roofing/framing)
3.00 PSF= Dead Load (solar panels/mounting hardware)
12.13 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.a cofa ste n s o l a r.c o m).
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 210 _!rZ) 3
DocuSign Envelope ID:BEC83982-34AE-40B6-8A1D-0883A056A19A
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.
Regards, ��ok%0
J. Matthew Walsh, PE ��� �`- ���E SF'•�� /ice
FL License No. 84923 * N 84 S
E
STATE OF 6(r
G'ice 0,�• R p•, ���
DocuSigned by: ///�1� C�R1O �e N
NAL
E,--,,,7AEEB2(3514FE4D2
Matthew Walsh
02/19/2020
February 22, 2020 11:42 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.
® o a
Au owli lo) a r
DocuSign Envelope ID:BEC83982-34AE-40B6-8A1D-0883A056Al9A
r 1800 W Ashton Blvd.j,rV i n S C ! 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.waish@vivintsolar.com kirk.nelson@vivintsolar.com saimbrown@vivintsolar.com
Structural Design Criteria
Project Address Date: February 19,2020
Goldner Residence
5642 12th St
Zephyrhills,FL
S-6315857 H
\ P.�� E W q�i�%
Residence \�� �\C E N gF < ice/
Risk Category II S
Roof Area 1963 sf = * No 84
Upper Floor Area 0 sf —
Number of Stories 1 STATE OF ;
Mean Roof height 15 ft O
Upper Floor height Oft �i,'��.•',F�ORIOP."������
Location Parameters Latitude 28.239758 s O1 A I il 12/19/2020
Longitude -82.17789
Site Class D
Risk Category II
Existing Gravity Parameters
Roof Dead Load
4 psf Composite Shingle
2 psf 3/4"Plywood Sheathing
2 psf Roof Framing @ 16 in.o.c.
0 psf Ceiling,Mechanical,Electrical
1 psf Miscellaneous
9 psf TOTAL
Roof Live Load 20 psf Wall Dead Load
Ground Snow Load 0 psf 8 ft Wall Height
Flat Roof Snow Load 0 psf 300 ft Wall Length
12 psf Wall Weight
New Gravity Parameters
Roof Dead Load 3.00 psf Solar Panel Weight
Roof Live Load with Solar Panels 0 psf
Roof Slope Factor 0.8 Roof Slope Factor(ASCE 7-10 Fig.7-2b)
Roof Snow Load 0 psf Asce 7-16 Eq.7.4-1
Seismic Parameters
SS= 0.068 g 0.2 sec Spectral Response Acceleration
SI= 0.034 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= 0.054 g 1 Second Period Design Spectral Acceleration
r�0 0
Page 1 of 3 ''l a'
DocuSign Envelope ID:BEC83982-34AE-40B6-8A1D-0883A056A19A
Wind Parameters
Wind Speed 145 mph
Exposure Category D
Roof Angle, 0 23.0 deg
Product Information
No.of Panels 24
Weight 3.00 psf including mounting system
Installed Area 422.0 ft2
No.of Connectors 32
Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing
38.84 plf
Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing
16.18 plf
Change in Demand=(Total New Load-Existing Load)/Existing Load
-58.35%
Total New Gravity Loads are less than Existing Loads.OK
Code References
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 i; ��
DocuSign Envelope ID:BEC83982-34AE-40136-8MD-0883A056A19A
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
= 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
Kit= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 8= 23.0 deg
sanchor= 48 in Horizontal spacing of roof anchors
Atrib= 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=AK.Pneuo= 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
W„Pbrt= 46 psf 72 psf 131 psf
P1,=F.S.x Atrib 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
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
Penow=Dpen x W'= 657 lbs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND 560lbs 448lbs 415lbs
Max Load=0.853 OK
CAPACITY= 657 lbs 657 lbs 657 lbs
0 0r
Page 3 of 3 'U-IT i d+. o
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� Ivourss,.vur guaranteed under strict testing condition (85 C/85%RH,96hours)for mass
`■� � Production.
Low-light Performance:
I.. LOWLIGNT Advanced glass and solar cell surface texturing allow for excellent
performance in low-light environments.
. ++++ Severe Weather Resilience:
Certified to withstand:wind load(2400 Pascal)and snow load(5400 Pascal).
i
Durability against extreme environmental conditions:
RESISTANT High sal[mist and ammonia resistance certified by TUV NORD.
LINEAR PERFORMANCE WARRANT`
10 Year Product Warranty 25 Year Linear Power Warranty
PV CYCLE �I t",1 ENERGY
!iGYRnemlu„ CE
COUNCIL
®� POSITIVE QUALITY' �� MEMBER
linear performance warranty
m tno%
c 97% Ac/ Standard performance warranty
9S% a?Ipnal�alUe from fink
so% S01ar-S fi
`m near
8 warranty
D
N
N
80.2%
O y
t s tz is years
I
v e D v v v- D-e• -
992�2
a, vtxo.s 94zx2 Current-Valtage&Power-Voltage Temperature Dependence
Curves(29BW) of lsc,Voc,Pmax
- tm
v -
�,.,
1 2 3W
Ida
v 2.
a£tzv
2W 15c
>°100
Voc
°
u'
W E sa
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z � so 40
a o zo
qJ 6 5 to Is zo 25 30 35 Q
Ff I. Side Back so 15 0 2s i w - tW�
Voltage IV) Cell Temperature(°C)
ID I� 1
I s Cell Type Mono-crystalline PERC 156x156mm(6 inch)
No.of cells,. 60(6x10)
I _
Dimensions 16S0x992x40mm(65.00x39.05x1.57 inch)
Weight 19.0 kg(41.9 Ibs)
Front Glass Transmission,
Anti-Reflection emper
-- High Transmission,Low Iron,Tempered Glass _
Packaging Configuration Frame Anodized Aluminium Alloy
(Two boxes=One pallet) Junction Box IP67 Rated
26pcs/box,S2pcs/pallet,728 pcs/40'HQ Container Output Cables TOV 1 x4.Omm'Length:900mm or Customized Length
-SPECIFIC 1,04s,
Module Type JKM28OM-60 JKM285M-60 JKM29CM-60 JKM295M-60 JKM30OM-60
STC NOCT STC - NOCT STC NOCT STC NOCT STC NOCT
Maximum Power(Pmax) 28OWp 209Wp 285Wp 212Wp 290Wp 216Wp 295Wp 220Wp 30OWp 224Wp
Maximum Power Voltage(Vmp) 31.8V 29.7V 32.OV 29.9V 32.2V 30.2V 32.4V 30.4V 32.6V 30.6V
Maximum Power Current(Imp) 8.81A 7.01A 8.90A 7.12A 9.02A 7.15A 9.10A 7.24A 9.21A 7.32A
Open-circuit Voltage(Voc) 38.6V 36.2V 38.7V 36.4V 39.5V 36.6V- 39.7V 36.8V 40.1V 37.OV
Short-circuit Current(Isc) 9.49A 7.62A 9.51A 7.72A 9.55A 7.81A 9.61A 7.89A 9.72A 8.01A
Module Efficiency STC(%) 17.11% 17.41% 17.72% 18.02% 18.33%
Operating Temperature(°C) -40°C-+B5°C
Maximum system voltage 1000VDC(IEC)
Maximum series fuse rating 15A
I
Power tolerance O- 3% a
Temperature coefficients of Pmax -0.39%/°C
Temperature coefficients of Voc 0.29%rC
Temperature coefficients of Isc 0.05%PC
Nominal operating cell temperature (NOCT) 46±2°C
*STC: : :.Irradiance 1000W/mz FW'Cell Temperature 25°C A AM=1.5
NOCT: ' c Irradiance 80OW/m' Ambient Temperature 20°C j f; AM=1.5 Wind Speed 1 m/s
* Power measurement tolerance:±3
The company reserves the final right for explanation on any of the information presented hereby.EN-JKM-300M-60-PERC_1.0_rev2017
solar ® ® ® :
SolarEdge Single Phase Inverters
for North America
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US /
SE760OH-US
K ,
I
® solar T .�.j7^wove r�pverfe} 2L,
S O om
P '
Optimized installation with HD-Wave technology
-.Specifically designed to work with power optimizers j
Record-breaking efficiency 1
Fixed voltage inverter for longer strings
s Integrated arc fault protection and'rapid shutdown for NEC 2014 and 2017;.-per article 690.11 and 690.12
UL1741 SA certified;for CPUC Rule 21 grid compliance
Extremely small and easy to install outdoors or indoors
High reliability without any electrolytic capacitors `�A,
e Built-in module-level monitoring wave
Optional: Revenue grade data,.ANSI C12.20 Class 0.5(0.5%accuracy)
USA-CANADA-GERMANY-UK-ITALY-THE NETHERLANDS-JAPAN-CHINA-AUSTRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMANIA-HUNGARY-SWEDEN- www.5olaredge.us
SOUTH AFRICA•POLAND-CZECH REPUBLIC
solar=a " Single Phase Inverters for North America
SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US
SE3000H-US SE380OH-US I SES000H-US I SE6000H-US I SE760OH-US
OUTPUT
Rated AC Power Output .3.9000 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) 59.3-60-60.5M Hz
..Maximum Continuous Output Current 208V......... ................... ........_........ 24....... _........ _........ A'............... .................... .................... .................... ........
Maximum Continuous Output Current 240V 12.5 16 21 25 32 A
....................
GFDI Threshold 1 A
................................................. .................................................. ..................................................
Utility Monitoring,Islanding Protection, Yes
Country Configurable Thresholds
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
........... .................... .................... ......................................... .............
Transformer-less,Ungrounded Yes
........................................................... ........................................................................................................ .............
Maximum Input Voltage 480 Vdc
........................................................... ................................................................................... .................... .............
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current 208V i:j..................... 13.5...... ...Adc ................... .......................................... .................... .................... ..... ... ...... .. ......... . ........ ... .. ... ....... .. .. ..
Maximum Input Current 240V i:) 8.5 10.5 13.5 16:5 20 Adc
...................................................... ........... ....... .................... .............
Max.Input Short Circuit Current 45 Adc
........................................................... ........................................................................................................ .............
Re.v.erse-Pola.r.ity Protti Yes
.................................................. ............... ......... ... ec
........on............................... ......................................................
Ground Fault Isolation Detection 600k❑Sensitivity
....................................... .................... .............
Maximum Inverter Efficiency 99 99.2
....................................................... .
CEC Weighted Efficiency 99
.... ....................... ............................ ........................................................................................................ .............
—Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
........................................................... ........................................................................................................ .............
Revenue Grade Data,ANSI C12.20 Optional(')
........................................................... ........................................................................................................ .............
Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety 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 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.............................. .........................................I....25]./11:4....I...............2..../.1.................. ..Ib/.kg....
Noise <25 <50 dBA
Natural
convection and
Cooling Natural Convection internal fan
(user
........................................................... .................................................................................... re,laceable
Operating Temperature Range -13 to+140/-2S to+60(1((-40'F/-40'C option)(s) 'F/'C
....................................................... ........................................................................................................ .............
Protection Rating NEMA 3R(Inverter with Safety Switch)
(u For other regional settings please contact SolarEdge support
(�)A higher current source may be used;the inverterwill limit its input currentto the values stated
(')Revenue grade inverter PIN:SExxxxH-1JS000NNC2
Power de-rating from 50'C
Is)-40 version PIN:SExxxxH-US000NNU4
OSolarEd9olecithologiies,Ine.A reservedi SOLAREQ e