HomeMy WebLinkAbout21-2550City of Zephyrhills
5335 Eighth Street
Zephyrhills, Fl- 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
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ELCMISC-002550-2021
Issue Date: 07/26/2021
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 563.80(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 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 permit 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
LT#7-1�0170 1`11111111111 M-233���
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CNTRACTOR SIGNATURE PE IT OFFICE()
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
v, 5 by
Date Received 07/26/21 Phone Contact for Permitting (727 > 294 -- 7218
aaa aaaaa 1001EMMEX r r e rass a E9
Owner's Name Loysch, Marcia Owner Phone Number 727-294-7218
Owner's Address 1 39623 Meadowood Loop, Zephyrills FI. 3 5420wner Phone Number
Fee Simple Titleholder Name Owner Phone Number L
Fee Simple Titleholder Address
JOB ADDRESS 39623 Meadowood Loop, Zephyrills Fl. 33542 LOT# 89
SUBDIVISION Meadowood Estates PARCEL ID# 13-26-21-0140-00000-0890
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADDIALT
SIGN DEMOLISH
e
INSTALL
REPAIR
PROPOSED USE
SFR
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL 0
DESCRIPTION OF WORK
Installation
of PV solar panels on rooftop.
BUILDING SIZE I I SO FOOTAGE HEIGHT
EEEEEEEEEEEEEEEEEEEtEEEEA It EEEEEEEEEEaEEEEE W a.€EEEEX AL EEEEE£�EEItWEXEEEE3
=BUILDING VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $18,954.®® AMP SERVICE O PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING $
=MECHANICAL $ _ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
----
BUILDER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN I Y / N
Address License #
ELECTRICIAN � �� � COMPANY Freedom Forever
SIGNATURE REGISTERED Y J N FEE CURREN Y/ N
Address 201 551stAveE#111,PalmettoF134221 License# EC13008056
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y I N
Address F License #
OTHER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #
kYaa��al�#aiaaa#�3a�9C33t€aa�a�i##�aitaHaaaaaa6laaaaa#iaf@�fa�r.
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms, R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A1C 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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners 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/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.
JURAT (F.S. 117
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
Who is/are personally known to me or has/have produced
as identification.
Subscribed and sworn to (or affirmed) before me this
iwy z3zo reaory Albright
e e sonaily known o e has/have produced
- as identification.
C' V+ _Notary Public )/1 1 Notary Public
Comm ssion No. Commission No.
i 8
01
P. a ck c F C ICsl... (Lg)
Name of Notary typed, prr ed Or stampey Name of Notary typed, printed or stamped
RM
RA C GRAY
- State of Floridan # HH 114656pires Apr 6, 2025ational Notary Assn.
Oa � SIERRA C GRAY
': ^tetary Public - State of Florida
ff Commission # HH 114656
? k- ay Comm. Expfrrs Apr 6, 2025
?crCeC through Nar,'onal Notary Assn.
Pi-oject Name: RCIA LOYSCH
39623 OWOOD LOOP, ZEPHYRFHLLS, FL 33542
Installation of 9,720 kW (DC) Rooftop PV Solar System
Per Florida Statute 377-705 (revised 7/01/2017), 1, Joseph J. Bravo, P.E. a licensed engineer
pursuant to Chapter 471, certify that the PV electrical system and electrical components are
designed and approved using the code requirements and standards contained in the Florida
Building Code.
If you have any questions regarding this project, please feel free to contact me.
�INRRE
N E
Sincerely\,\C,,
No
Joseph J. Bravo, P.E. .90803
i9eb,G!1ary�i-co g . Em STATE OF io-,
0 R I
0 1-It i
I
[1071,3 51" 11
July 7, 2021
RE: CERTIFICATION LETTER
Project Address: Marcia Loysch Residence
39623 Meadowood Loop
Zephyrhills, FL 33542
Applicable Codes = 2020 FLBC/FLEBC 7th Edition, 2020 FLRC 7th Edition, ASCE 7-16, and 2018 NDS
Risk Category = 11
Wind Speed = 140 mph, Exposure Category C, Partially/Fully Enclosed Method
Ground Snow Load = 0 psf
Roof 1 &2: 2x4 @ 24" OC, Roof DL = 7 psf, Roof LUSL = 20 psf (Non-PV), Roof LUSL = 0 psf (PV)
To Whom It May Concern,
A jobsite survey of the existing framing system of the address indicated above was performed , All structural evaluation is based on the
site inspection observations and the design criteria listed above.
Existing roof structural framing has been reviewed for additional loading due to installation of PV Solar System on the roof. The
structural review applies to the sections of roof that is directly supporting the solar PV system.
Based on this evaluation, I certify that the alteration to the existing structure by installation of the PV system, with blocking upgrades in
Roof 2, meets the requirements of the applicable existing building and/or new building provisions adopted/referenced above.
Additionally, the PV module assembly including attachment hardware has been reviewed to be in accordance with the manufacturer's
specifications and to meet and/or exceed the requirements set forth by the referenced codes.
Sincerely, FIL \\X0JtJ111I111J/
Yuri Yunanto, S.E., P.E. ��N C0 YURI
E
Af
No. 86261
STATE OF
0 R I'D
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IN
Barun Corp I Design and Engineering 1610.202.4506 1 chrisk@barun-corp.corn I www.barun-corp.corn
Reduced Roof Live Load (Lr)
Expression
Value
Roof Live Load
Lo
20.0 psf
Member Tributary Area
At
< 200 sf
Roof 1&2 Roof Pitch
4/12
Trubutary Area Reduction
R,
I
Slope Roof Reduction
R2
1
Reduced Roof Live Load
Lr = Lo (Rij (Rz}
20.0 psf
Ground Snow Load
pg
0
Effective Roof Slope
19,
Snow Importance Factor
IS
1,0
Snow Exposure Factor
C,
1.0
Snow Thermal Factor
Ct
1.1
Minimum Flat Roof Snow Load
Pf-min
0
Flat Roof Snow Load
Pf
0
Barun Corp I Design and Engineering 1610.202.4506 I chrisk@barun-corp.corn I www.barun-corp,com
i
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July 7, 2021 16:47
m
III I, • `- r_
r
Load
Type
Distribution
Pat-
Location [ft]
Magnitude
Unit
tern
Start End
Start End
DL
Dead
Full Area
No
7.00(24.0")
psf
DL-PV
Dead
Partial Area
No
1.50 14.20
3.00(24.0")
psf
LL-RF1
Live
Partial Area
No
0.00 1.50
20.00(24.0")
psf
LL-RF2
Live
Partial Area
No
14.20 15.70
20.00(24.0")
psf
a
1.2'
ME
iW
Unfactored:
Dead
Live
Factored:
77
63
183
4
52
54
Total
140
187
105
Bearing:
F'theta
456
456
456
Capacity
Joist
598
598
342
Support
586
586
469
Des ratio
Joist
0.23
0.31
0.31
Support
0.24
0.32
0.22
Load comb
#2
42
#2
Length
0.50*
0.50*
0.50*
Min req'd
0.12**
0.16**
0.15
Cb
1.75
1.75
1.00
Cb min
1.75
1.75
1.00
Cb support
1.25
1.25
1.00
Fcp sup
625
1
625
625
*Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports
**Minimum bearing length governed by the required width of the supporting member.
Roof 1
Lumber -soft, ®P®F, No.11No.2, 2x (1®1/2"x -1/ ")
Supports: All - Timber -soft Beam, D.Fir-L No.2
Roof joist spaced at 24.0" c/c; Total length: 16.63'; Clear span(horz): 1.188', 7.188', 7.188'; Volume = 0.6 cu.ft.; Pitch:
4/ 12
Lateral support: top = continuous, bottom = at end supports; Repetitive factor: applied where permitted (refer to online
help);
This section PASSES the design code check.
ElI WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN
Criterion
Analysis Value
Design Value
Unit.
Analysis/Design
Shear
fv = 24
Fv' = 121
psi
fv/Fv' = 0.19
Bending(+)
fb = 393
Fb' = 1509
psi
fb/Fb' = 0.26
Bending(-)
to = 523
Fb' = 1139
psi
fb/Fb' = 0.46
Deflection:
0.08 = < L/999
Interior Dead
Live
0.03 = < L/999
0.38 = L/240
in
0.09
Total
0.15 = L/619
0.51 = I1/180
in
0.29
Cantil. Dead
-0.04 = L/343
Live
negligible
Total
-0.07 = L/228
0.17 = L/90
in
0.39
Additional Data:
FACTORS: F/E(psi.) CD CM Ct CL CF Cfu
Fv' 135 0.90 1.00 1.00 - - -
Fb'+ 875 1.00 1.00 1.00 1.000 1.500 -
Fb'- 875 0.90 1.00 1.00 0.839 1.500 -
Fcp_' 425 - 1.00 1.00 - - -
E' 1.4 million 1.00 1.00 - - -
Emin' 0.51 million 1.00 1.00 - - -
CRITICAL LOAD COMBINATIONS:
Shear : LC #1 = D only
Bending(+): LC #2 = D + L
Bending(-): LC #1 = D only
Deflection: LC #2 = D + L (live)
LC #2 = D + L (total)
Bearing Support 1 - LC 42 = D + L
Support 2 - LC #2 = D + L
Support 3 - LC #2 = D + L
D=dead L=live
All LC's are listed :in the Analysis output
Load combinations:
CALCULATIONS:
V max = 89, V design = 83 lbs; M(+) = 100 lbs-ft; M(-)
Ely = 7.50 lb-in^2
"Live" deflection is due to all non -dead loads (live, wind, snow...)
Total deflection = 1.5 dead + "live"
Bearing: Allowable bearing at an angle F'theta calculated for each support
as per NDS 3.10.3
Lateral stability(-): Lu = 15.25' Le = 22.81' RB = 20.6; Lu based on full span
Cr Cfrt
Ci
Cn LC#
- 1.00
1.00
1.00 1
i.15 1.00
1.00
- 2
1.15 1.00
1.00
- 1
- 1.00
1.00
- -
- 1.00
1.00
- 2
- 1.00
1.00
- 2
133 lbs-ft
im
Design N
Specification1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design
! 1 • Allowable Stress Design + Design values are from the NDS Supplement.
2. Please verify that the default deflection limits are appropriatefor • •
3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the
middle 2/3 of 2 span beams and to the full length of cantilevers and other spans,
4. Sawn lumber bending members shall be laterally supported• • • to the provisions of D
5. SLOPED BEAMS: level bearing is required for all sloped beams.
6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not
govern design.
40
,3 ' 4
-32
-10
-2'4
14
4-A
116
44
.2116
-2A
403
... .........
404
t '10 X SD 0 MEW
44 0 ON 0 9 f4mm
Ffletfive Wind Area, ft '(m)
M11
Enclosed Buildings —Hip Roofs, T<0 :s 20' (Roof)
(F) JACK TRUSS
TOPCHORD
(E) HIP TRUSS,
TOPCHORD
(E) PLYWOOD
SHEATI4ING
(N) VERTICAL 2x4 Df 2x6 BLOCK
IN) SIMPSON A34 CLIP
AT EACH END OF THE BLOCK
si BLOCKING UPGRADE
NTS,
INSTALLATION NOTES:
• CUT AND ADD (N) 2x4 (or 2x6) BLOCKING AS
SHOWN IN St
• FASTEN (N) 2x BLOCKING TO (E) HIP TRUSS TOP
CHORD USING SIMPSON A34 CLIP ON EACH SIDE.
INSTALL BLOCKING AT ALL LOCATIONS THAT REQUIRE
A PV SYSTEM MOUNTILAG.
PHOTOVOLTAIC SYSTEM
PV SYSTEM SUMMARY: •' KW
CITY NOTES:
RESIDENTIAL PHOTOVOLTAIC SYSTEM
THIS PROJECT COMPLIES WITH THE FOLLOWING:
EDITION FLORIDA FIRE PREVENTION•
■
2020 7TH EDITION FLORIDA BUILDING CODE: BUILDING
•: f
2020 EDITION FLORIDBUILDING RESIDENTIAL
SYSTEM SIZE YC) 760OW AC • 240V
2020 7TH EDITIONFLORIDA BUILDING CODE:MECHANICAL
2020 7TH EDITION FLORIDA BUILDING CODE: PLUMBING
2020 7TH EDITION FLORIDA BUILDING CODE: FUEL GAS
OPTIMIZERS 27 X SOLAR EDGE: P401
2020 7TH EDITION FLORIDA BUILDING CODE: ENERGY CONSERVATION
2020 7TH EDITION FLORIDA BUILDING CODE: EXISTING BUILDING
INVERTER SOLAR EDGE: SE760OH-US [S11]
2020 7TH EDITION FLORIDA BUILDING CODE: ACCESSIBILITY
2017 NATIONAL CODE
TILT 9. 9.
t y,ii• r
AZIMUTH • * .
ROOF COMPOSITION
RAFTER/TRUSS 2X4 TRUSS # O.C.
:. # t MICRORAIL WITH Y
ATTACHMENT
RAIL -LESS
EXISTING 150 AMPS # • AMPS MAIN
MAIN SERVICE PANEL
21
BREAKER ON TOP FED
i : TAP
INTERCONNECTION
OCPD RATING 40AMPS
CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM
UTILITY DUKE ENERGY FLORIDA
CODE REQUIREMENTSAND ARE NOT MEANT TO LIMIT ' AS
BY FIELD CONDITIONS.
ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE
MAXIMUMREQUIRED
POSSIBLE AND SHALL BE y Y COLOR SIMILAR
TABLEOF i
TO THE SURFACE'i ARE i
* LOCATION i HOUSE AERIAL
MODULESSHALLTESTED, i i # r CLASSIFICATION
:..:
PV-2 SITE PLAN
a Y r i i ,X I: ilk Y L. i•MS Y# R i Y D
#,! Y N SMOKEY
ACCORDANCE
PER SECTION ��YYvv�.,. VERIFIEDND
315 TO BE AND INSPECTED BY INSPECTOR IN THE
i Y ROOF PLAN ^,. LAYOUT
MOUNTINGDETAILS
INSTALLATION i
HOUSE AERIAL
PV-4 THREE LINE DIAGRAM
PV-5 EXISTINGSERVICE PANEL
ALERTDIG (811) i t CONTACTED ANDCOMPLIANCE Y.
#ii TO ANY Y PLACE
SAFETY PRIOR
i♦ AND
EQUIPMENTNOTES
v
INSTALL# TOVERIFY #ii STRUCTURE PRIOR TO COMMENCING WORK.
s" �
LABELSEMT
CONDUITATTACHED i THE ROOF USING Ci iUIT MOUNTPV-
PV-7A SITE PLACARD
CONDUIT TO BE PAINTED
r
OPTIMIZER CHART
PV_f SAFETY PLAN
3
£ !4S ` }
MODULEi y i
CLIENT:
REVISIONS:
TITLE: SHEET:
ELECTRICAL CONTRACTOR NO:
An,.. .,
`t
MARCI'.. LOYSCH DESCRIPTIONep
a
MEADOWOOD LOOP,
SITE LOCATION AND
FREEDOM39623
FOREVER FLORIDA
t
ZEPHYRHILLS, FL
,:
HOUSE AERIAL VIEW
2619 CONSULATE DR SUITE 800, ORLANDO, FIL 32819
^�385-1075
ROOF AREA: 2013.00 SQ FT'l
Pv SYSTEM
9,720 kW -DC
7.600 M-AC
I
9
Al ELECTRICAL CONTRACTOR NO:
m CERTIFIED ELECTRICAL CONTRACTOR
Tir veaoEC13008056
FREEDOM FOREVER FLORIDA LLC GREG ALBRIGHT
2619 CONSULATE DR SUITE 800, ORLANDO, Fl. 32819
Tel: (800) 385-1075 'o,�
mm
INVERTER WITH RAPID SHUTDOWN
D222NRB
0 I'll I
WAM.;iMak-M m1mmicuslo,
SITE PLAN
SCALE: 3/32" = V-0"
REVISIONS: 1 ���
0 0 rorl t* =-- 119 -
mm
TITLE: I SHEET:
ROOF AREA: 2013 SQ FT
r r
PV SYSTEM
9,720 kW -DC
7.600 kW -AC
ROOF AREA STATEMENT
MODULES ARRAY SYSTEM
ROOF QTY PITCH AZIMUTH ROOF AREA ARRAY AREA COVERAGE % DISTRIBUTED
WEIGHT
1 23 19 266' 708 SO FT 451.95 SO FT 26.36% 2A9 PSF
2 1 4 1 19 1 176' 1 262 SCE FT 1 7&60 SQ FT I I I
NOTES:
1. EMT CONDUIT ATTACHED TO
THE ROOF USING CONDUIT
MOUNTS
2. ATTACHED CLAMPS AT 25%
FROM THE EDGE AND 50% FROM
THE CENTER OF THE MODULES
3. JUNCTION BOX IS MOUNTED TO
THE RAIL.
4. LAYOUT SUBJECT TO CHANGE
mmam
'4" ft
ELECTRICAL CONTRACTOR NO:
CERTIFIED ELECTRICAL CONTRACTOR
"]ENE u"UP"n I
EC13008056
FREEDOM FOREVER FLORIDA LLC
GREG ALBRIGHT
2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819
Tel: (800) 385-1075
WAA
FL 1IIIIIIIIfrrl//
0 YUR,
E 1,
Z'
No. 86261
STATE OF
0 R 10
//I
YONACe
'll 1111101
!A—
JUL 2 12021
ILEGEND: I
F]
OBSTRUCTION
0
PIPE VENT
MODULES
CONDUIT
M.
CONNECT
F--s PI
MAIN SERVICE
PANEL
JUNCTION
BOX
IFIV
INVERTER
Fu—ml
UTILITY
METER
ROOF PLAN
SCALE 1/8' -011
TITLE: SHEET:
DATE: 7/6/2021
DATE REVISION I
DESIGN mi ROOF PLAN W/
BY: MODULES LAYOUT PV-2A
JOB NO.: I
19mMms m.
LONGISOLAR:
LR4-60HPH-360M
SHM SLIDER AND
TRIMRAIL ROOF
ATTACHMENT
ROOF DECK
MEMBRANE
R I UM
STAINLESS STEEL LAG
OR STRLJCTURAL SCREV
12-1/2' MIN. EMBEDMEN
FLAT WASHER
i6CT OR STRUCTURAL SCREW
WITH 2-1/2"MIN. EMBEDMENT
AND FLAT WASHER
SOLAR PV ARRAY SECTION VIEW
Scale: NTS
ELECTRICAL CONTRACTOR NO:
CERTIFIED ELECTRICAL CONTRACTOR
EC130OW56
C
FREEDOM FOREVER FLORIDA LLC GREG ALBRIGHT
2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819
Tel: (800) 385-1075
FM MICPORAIL
.ONG[SOLAR:
.R4-60HPH-360M
ROOF / DECK MEMBRANE
L/16- STAINLESS STEEL
AS BOLT OR
,TRUCTURAL SCREW
PVITH 2-1/2" MIN.
7MBEDMENT AND FLAT
HASHER
ki III nTNr. 4M?l lr-n [pr
PARTIAL ROOF FRAMING PLAN
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CLIENT: REVISIONS:
MARCIA LOYSCH DESCRIPTION DATE REVISION DATE: 7/6/2021
39623 MEADOWOOD LOOP, DESIGN mi
ZEPHYRHILLS, FL 33542 BY:
F, o-
FL X11111111111/',
YURI
No. 86261
o�
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STATE OF
tORI
00
JUL 2 12021
X. CONTINUOUS OUTPUT 32A 7,KFEED FUSE SIZING
32.00 1 O
PV SYSTEM
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STRING-1
s LONGI SOLAR:
LR4-60HPH-360M
STRING-2
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LR4-64HPH-364M
Lai
SOLAREDGE P401 _
POWER OPTIMIZERS
2 - #10 AWG, PV WIRE —^
1 - #6 AWG IN FREE AIR OR
#8 AWG MUST BE IN EMT CONDUIT
cam
FREEDOM FOREVER FLORIDA LLC
2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819
Tel: (800) 385-1075
SOLAREDGE P401
POWER OPTIMIZERS
Fj
2-#10 AWG,
PV WIRE
JUNCTION
BOX
CONDUCTOR AMPACITY DE -RATE CALCULATION
NEC FACTORS NEC FACTORS CONDUCTOR NEC FACTORS fill,,,
EQUIPMENT WIRE LOCATION CONDUCTOR AWG WIRE TABLE TABLE AMPACITY TABLE
QTY. SIZE 310.15(B)(16) 310.15(B)(2)(a) c@90C ADJ. 310.15(B)(3)(a) °
INVERTER TO AC DISCONNECT EXTERIOR WALL 3 8 50 0.94 47 1.00
AC DISCONNECT TO POI EXTERIOR WALL 3 6 65 0.94 61.1 1.00 ° "^
No. 9080
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(E) 150A RATED (E) UTILITY
MAIN SERVICE PANEL METER
i PH, 1201240V 60HZ-..._.-.-_.._,.._.,..-..
(E) 150A/ 2P--.-'—_....__._.._...
MAIN BREAKER
(END FED)
(N) SOLAREDGE r
SE760OH-US [Sill +
INVERTER +4
E \ h. P%i
4 -#10 AWG, THWN-2
1 -#8 EGO, THWN-2
IN 3/4" OR
LARGER EMT CONDUIT
ELECTRICAL CONTRACTOR NO:
CERTIFIED ELECTRICAL CONTRACTOR
E0130MG56
GREG ALBRIGHT
CLIENT:
(N) 60A FUSED
AC DISCONNECT
SQUARE D D222NRB
2 - 40 AMP FUSES
,,.... ..._ ,..., .,. , .,... _... . . . ..... . ... al.i^� .... _.
RAPID
SHUTDOWN
SWITCH
3 - #-: AWG, THWN-2 .3 - *6 AWG, THWN-2
1 - #8 EGO, THWN-2 IN 314" OR LARGER EMT CONDUIT
IN 314" OR LARGER EMT CONDUIT
A TAPBOX MAY BE USED iN LIEU OF PERFORMING THE LINESIDE
TAP IN THE MAIN SERVICE PANEL. THIS IS DEPENDENT UPON SITE
CONDITIONS.
IVZLTWILOJ"�
(N) LINESIDE TAP VIA UL
LISTED CONNECTORS
• �: to
I
TO UTILITY
-...,,...._.,.._. .__.,�-._.__..) • +.-i ���.�- UNDERGROUND
FEED
1 - #6 GEC, BARE COPPER _
FREE AIR BONDED
EXISTING UFER TIE IN
CONNECT TO EXISTING LIFER
NOTE:
CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED
ON MINIMUM CODENOT
TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS
METHODINTERCONNECTION ! CHANGE
DESIGN mi THREE L9
BY:
DIAGRAM
JOB NO.:
ELECTRICAL CONTRACTOR NO:
Treeaom CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
FREEDOM FOREVER FLORIDA LLC GREG ALBRIGHT
2619 CONSULATE DR SUITE 800, ORLANDO, Fl. 32819
Tel: (800) 385-1075
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27 LONGI SOLAR WIRED AND LISTED TO UL1703 STANDARDS
THE SOLAREDGE INVERTER IS INTEGRATED WITH DC DISCONNECTION AND ARC FAULT PROECTION. IT IS ATTACHED WITH SYSTEM ELECTRICAL SPECIFICATIONS W1 GROUND FAULT PROTECTION 3 LISTED TO UL 1741 STANDARDS.
PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM DC DISCONNECT/INVERTER AS PER 2017 NEC SEC 250.166(A),
SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ART. 690 OF THE 2017 NEC
CONDUIT ABOVE ROOF SHALL BE NO LESS THAN 1 INCH FROM TOP OF THE ROOF TO BOTTOM OF RACEWAY. TABLE NEC 310.15(B)(3)(C)
PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN METALLIC RACEWAY AND SHALL BE IDENTIFIED EVERY 10 FEET — AND WITHIN I FOOT ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES WALLS OR BARRIERS -- WITH
MINIMUM 3/8-INCH-HIGH WHITE LETTERING ON RED BACKGROUND READING: WARNING: PHOTOVOLTAIC POWER SOURCE.
SYSTEM GROUNDING ELECTRODE CONDUCTOR FOR PV SYSTEM TO BE SIZED TO MEET THE REQUIREMENTS OF 2017 NEC
THE EXISTING MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR LIFER
UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVIATION OF THE SOLAR PV SYSTEM
TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION
SOLAREDGE INVERTERS ARE LISTED TO UL 1741 AND UL 1699B STANDARDS
SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS Ii SAFETY) AND UL 1741 STANDARDS
I( a • Il;a
QTY.
PART
PART #
DESCRIPTION
27
MODULES
114-36OW
LONGI SOLAR: LR4-60HPH-360M
27
OPTIMIZERS
130-401
P401 SOLAREDGE POWER OPTIMIZER - FRAME MOUNTED MODULE ADD -ON
1
JUNCTION BOX
480-276
60OVDC NEMA 3R UL LISTED JUNCTION BOX
2
CONNECTORS
240-300
STAUBLI / MULTI -CONTACT MC4 CONNECTORS (FEMALE)
2
CONNECTORS
240-301
STAUBLI / MULTI -CONTACT MC4 CONNECTORS (MALE)
1
INVERTER
120-761
SE760OH-US [Sill 240V INVERTER UL1741 SA CERTIFIED INTEGRATED ARC FAULT PROTECTION AND RAPID SHUTDOWN
1
AC DISCONNECT
323-065
60A RATED 240VAC NEMA 3R UL LISTED
2
FUSES
330-040
40A FUSE l PH 240VAC
1
FUSE REDUCER
330-530
6OA-30A FUSE REDUCER
1
TAP KIT
350-110
3/0 3 PORT INSULATED TAP
49
ROOF ATTACHMENT 1
261-602
UNIRAC: SFM INFINITY MICRORAIL
47
MICRORAIL 1
261-602
SFM MICRORAIL 2 INCH
20
SFM TRIM 1
241-253
FLASHKIT SFM TRIM COMP DARK
51
SFM SLIDER 1
261-603
FLASHKIT SFM SLIDER COMP DARK
15
BONDING CLAMP 1
221-100
SFM NIS BONDING CLAMP
6
BONDING CLAMP 1
241-404
SFM TRIM BONDING CLAMP
29
MOUNT ASSEMBLY 1
241-405
MLPE MOUNT ASSY
16
SFM SPLICE 1
261-604
SFM SPLICE
4
SFM ATTACHED SPLICE 1
211-101
SFM ATTACHED SPLICE 8 INCH
23
TRIMRAIL 1
261-606
SFM TRIMRAIL UNIV CLIP W/ HDW
7
TRIM SPLICE 1
261-605
SFM TRIM SPLICE DIRK
12
TRIMRAIL 1
211-115
SFM TRIMRAIL UNIV DIRK
27
GROUND LUG 1
260-585
ILSCO GROUND LUG
27
TRIM END CAPS 1
UNIRAC SFM TRIM END CAPS
I
FREEDOM FOREVER FLORIDA LLC
2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819
Tel: (800) 385-1075
ELECTRICAL CONTRACTOR NO:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
CLIENT:
11M, MffiiMpa�
•
TIRN RAPID
SHUTDOWN SWITCH TO
THE "OFF" POSITION TO
SHUT DOWN PV SYSTEM
AND REDUCE SHOCK
HAZARD IN THE ARRAY
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FREEDOM FOREVER FLORIDA LLC
2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819
Tel: (800) 385-1075
n.
ELECTRICAL CONTRACTOR NO:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
GREG ALBRIGHT
WRolm
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our customw quwn Team at
88811.557.6431
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1. NEC ARTICLES 690 AND 705 AND NEC SECTION R324 MARKINGS
SHOWN HEREON.
2. ALL MARKING SHALL CONSIST OF THE FOLLOWING:
k UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR
MACHINE PRINTED LETTERS OR ELECTRO-PLATING.
B. RED BACKGROUND COLOR WHITE TEXT AND LINE
WORK.
CAERIAL FONT.
3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN
THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE
HAND-WRITTEN.
3. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH
POP -RIVETS OR, SCREWS.
690,53
ffl�119515INR mo
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No.90803
STATE OF
8—
ir - 7"
DESIGN
BY: mi LABELS
JOB NO3 :
SHEET:
Nm
loft
1191MM1112NA --- -2-01211-1111 1
10
El
int
CLIENT: ELECTRICAL CONTRACTOR NO.
CERTIFIED ELECTRICAL CONTRACTOR
ro"p"sn
FREEDOM FOREVER FLORIDA LLC
DATE: 7/6/2021
DESCRIPTION DATE REVISION
DESIGN mi
TITLE:
EM
1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET.
2. SAFETY PLAN MUST BE MARKED BEFORE JOB
STARTS AS PART OF THE PRE -PLAN
3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE
& MAKE NOTES ON THE JHA SHEET
[illy-11i8i
aN AND SIGN INDICATING THAT THEY ARE
AWARE OF THE HAZARDS ON -SITE AND THE PLAN FOR
WORKING SAFELY.
ilky-11181
DATE: TIME:
freedom
Tel: (800) 385-1075
ELECTRICAL CONTRACTOR NO:
CERTIFIED ELECTRICAL CONTRACTOR
EC13008056
2REG ALBRIGHT
I P� � " , I 'I I
j
livir.alwasirwilsomm
RMITtr1m, X91"t
ZEPHYRHILLS, FL 33542
I in ul v all
QP PERMANENT ANCHOR
(�) TEMPORARY ANCHOR
IFLI INSTALLER LADDER
FB] JUNCTION / COMBINER BOX
STUB -OUT
SKYLIGHT
NO LADDER ACCESS (STEEP GRADE
OR GROUND LEVEL OBSTRUCTIONS)
RESTRICTED ACCESS
smssml��
As GAS SHUT OFF
HZOWATER SHUT OFF
SERVICE DROP
POWER LINES
REVISIONS: I DESCRIPTION DATE I REVISION I DATE: I7/6/2021
�m
TITLE:
MUM
is 4
JOB HAZARD ANALYSIS
Crew leader to fill out all sections below, hold a pre -job safety meeting with all personnel, and upload this completed document and the Safety Plan'to Site Capture
Ladder Access
• Ladders must be inspected before each use.
• Extension ladders must be set up on a firm and level surface at
a 4-to-1 rise to run angle (or 75 degrees) and the top must be
secured to the structure. Extension style ladders placed on
uneven, loose or slippery surfaces must additionally have the
base firmly anchored or lashed so the base will not slip out.
Extension ladders must be used with walk-through devices or
the ladder must extend 36" above the stepping off point.
• A -frame ladders must only be climbed with the ladder spreader
bars locked in the open position; A -frame ladders shall not be
climbed while in the closed position (ex, closed and used while
leaned against a structure).
• Additional notes:
Mobile Equipment
• Only Qualified operators will operate equipment; operators must
maintain a certification on their person for the equipment being
• Type(s) of mobile equipment (Type/Make/Model):
Material Handling and Storage
0 Materials will be staged/stored in a way that does not present a
hazard to client, personnel or public. Materials stored on the
roof will be physically protect from failing or sliding off.
Fall Protection
A site -specific plan for fall prevention and protection is required
prior to starting work and must remain onsite at all times until
work is complete; a fall rescue plan must be outlined and
discussed among the crew prior to work start.
• First -person -Up (FPU) must install their anchor and connect
before any other task, including installing other anchors. The
Last -Person -Down (LPD) must be the only person on a roof
uninstalling fall protection.
• FPCP (name and title):
• FPU and LPD (name and title):
Electrical Safety
• The Electrical Qualified Person (EQP) is required onsite to
perform electrical work.
• All electrical work will be performed with equipment in an
electrically safe condition (de -energized) unless approval has
been granted prior to work.
• Service drops and overhead electrical hazards will be
indentHfied and Qrotected from contact, as neccessap,/.
freedomFREEDOM FOREVER FLORIDA LLC
ELECTRICAL CONTRACTOR NO:
CERTIFIED ELECTRICAL CONTRACTOR
Public Protection
* The safety ofthe Client and the Public must bamaintained at all
times.
• The Client and the Public shall beprevented from entering the
work zone through the use ofbarriers and/or aignage.mo
required.
° Company, Client and Public property shall beprotect from
failing objects.
° Pets (including dogs) shall besecured bytheir owners prior to
work start.
� The client should not leave pets, family members, orothers in
the charge mrcare ofEmployees, Contractors, orTemporary
Crew leader responsible for communication with the client:
Client and public is excluded from work area by barricades (N/A,
Training and Pre -Job Safety Briefing
0 All employees onsite shall be made aware of the specific
hazards of this project and review this HJA during a pre -job
briefing, and their signature indicates awareness of site
conditions and the plan to eliminate any hazards identified prior
to and during the project.
Crew leader (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
Crew member (name/title):
Airborne Contaminants:
Asbestos -containing (Transite) piping (ACID) - Do not disturb
(move, drill, cut fracture, etc,)
0 Asbestos -containing thermal insulation (ACI) and
Asbestos -containing duct wrapping (ACW) - do not disturb, no
attic or crawlspace access is allowed if work to be performed
could cause exposure to personnel, client or public.
" Ifyes, list specific tasks and protection inplace:
71"eather and Environment
0 The site supervisor shall forecast the weather conditions at the
job site, prior to crew arrival, in order to mitigate any hazards
associated with inclement weather (heat, cold, wind, rain, etc.)
The site supervisor will utilized a portable wind meter
(anemometer) to verify actual onsite wind conditions, by
checking at the ground and on any elevated work surface (ex,
rooftop) prior to work start, at midday and prior to solar panel
staging on a roof.
Elevated work involving the moving or maneuvering of solar
panels shall cease at 25mph (sustained wind) until wind
0 Forecasted weather maximum temp (degrees R:
Meat Related Illness Prevention
• Employees shall have access to potable drinking water that is
fresh, pure, and suitably cool. The water shall be located as
close as practicable to the areas where employees are working.
Water shall be supplied in sufficient quantity at the beginning of
the work shift to provide at least one quart per employee per
hour for drinking for the entire shift. Employees may begin the
shift with smaller quantities of water if they identify the location
and have effective means for replenishment during the shift to
allow employees to drink on quart or more per hour. The
frequent drinking of water shall be encouraged.
• Shade shall be present when temperature exceeds 80 degrees
Fahrenheit. When the outdoor temperature in the work exceeds
80 degrees Fahrenheit, employees shall have and maintain one
or more areas with shade at all times.
• New employees must be acclimatized. New employees will be
monitored by their Crew Leader (site supervisor) for the first two
(2) weeks of employment or longer when necessary.
• Employees will be allowed and encouraged to implement
scheduled breaks during each shift. Employees must take
cool -down breaks in the shade any time they feel the need to dt
so to protect them from overheating. Supervisors are
REQUIRED to allow employees any break period they need
during high heat conditions.
• Cool Vests are encouraged for all employees at all times during
periods of high heat.
• Identify the location of the closet Occupational/[ ridustrial Clinic
or Hospital in case a crew member becomes ill.
What is the specific plan 0oprovide and replenish sufficient water for
all employees on site?
• If offsite replenish is necessary, where will you go to replenish
water
° Who will replenish the drinking water (nmme):
Restroom facilities
0 Employees shall have access to restroorn facilities with
hand -washing stations. Use of onsite restroorn is at the client's
discretion (location is annotated below). If client does not give
permission, location of suitable restroom facilities with
hand -washing stations offsite will be provided. The onsite
supervisor will identify location and make arrangements to
If Offsite, add location name and address:
Incident Reporting Procedure
° Contact your Site Supervisor
Nam*:
Phone:
• Contact your Manager
Name:
Phone:
• Contact your Site Supervisor
Name:
#f what happen and when.
Define the Hazard:
Method/steps to prevent incident:
Define the Hazard:
Method/steps to prevent incident:
Define the Hazard:
Method/steps to prevent incident:
Define the Hazard:
Method/steps to prevent incident:
am
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LONGI
ILONGI
LR4-60HPH 350-370M
Lao
Optimized installation with HD -Wave technology
I Specifically designed to work with I Extremely small
power optimizers
I Record -breaking efficiency I Built-in module -level monitoring
I Fixed voltage inverter for longer strings I Outdoor and indoor installation
I Integrated arc fault protection and rapid shutdown for f Optional: Revenue grade data, ANSI C12.20
NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy)
I UL1 741 SA certified, for CPUC Rule 21 grid
compliance
solaredge.com solar =a@:.
Simle Phase Inverter
witg HD -Wave Technology forNorth America
SE300OH-US SE380OH-US / SE500OH-US / SE600OH-US/
SE760OH-US SE1000OH-US140OH-US
OUTPUT
Pa�,,erl AC Powe, ()u-,PjT 3000
3800 @ 240V 6000 @ 2410V
5000 7600
11400 @ 240V
10000 1
VA
3300 Co� 208V i 5000 @ 208V
100010 @ 208V
Max,rnurr, AC ?over OU-Put 3000
38000 @ 2A0V 6000 @ 240V
5000 7600
111400 @ 240V
TWO
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3300 @ 208V 5000 @ 208V
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Maximum lnve,ter Effv.-Jency 99
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Nightturne Power Co('sumpti-171
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ADDITIONAL FEATURES
RS485, Ethernet, ZigBee loptional), Cellular (optional)
Rpve.nje Gradp Data, JABS CV,20
Optionallli
d SnjtdoNEC 2014 and
R0�apiwr,
Automatic Rapid Shutdown upon AC Grid Disconnect
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STANDARD COMPLIANCE
Safety
UL17411, UL174' SA, U116993, CSA C22.2, Canadian AFC( according
to Tj-E- M-07
Gno Connerticrr Standards
IEEE'547, Rule 21, Rule 14 (HI",
FCC Part 15 Class 8
INSTALLATION SPECIFICAT004
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3/4' minimum14-6 ANG
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NUAA 4X (inverter with Safely Swrch)
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C,' SorarEdge Iechnoiogwe, Im. XH rights resered- SOLAREDsE, the SofarEdge load, OPTNiZED BY SOLAREDGE are vadesiarks or registered trademarks. of Sciarkige Techr*logis Inc All
RoHS
otrw trademarks mentioned herein are Vaderearks of tv�* respeclAe owners, Date: 12/201&/VG1/FNC NAW, Subject to Change Wrdiout notice.
PV power optimization at the module -level
Specifically designed to work with SalarEdge
inverters
Up to 25% more energy
Superior efficiency (99.5%)
Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
Flexible system design for maximum space
utilization
sola1'edge.Com
Fast installation with a single bolt
Air Next generation maintenance with module -
level monitoring
Meets NEC requirements for arc fault
protection (AFCI) and Photovoltaic Rapid
Shutdown System (PVRSS)
Module -level voltage shutdown for installer
and firefighter safety
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C'�6i��
Intertek
""UNIRAC
8100
SFM INFINITY oil
BETTER SOLAR STARTS HERE
Take ygur business to the next level with SFM INFINITY, UNIRAC's rail -less PV mounfing system for flush
mount installations on corn shingle and tile roofs, An advanced 3rd generation produict platform in use
by top solar r;r:n ractor
naionwide, SFM INFINITY optimizes pur operations on arid off the roof, with
approxi,matOy 40% less or, 30% logistics savings, and 20% fewer roof attachipnients than traditional
so�ar raucking, Plius, 87% of homieowners prefer SFM INHNITY's aesthetics,
SUPERIOR PERFORMANCE EASY INSTALLATION HOMEOWNER PREFERRED
Enhance your business with two installs per day Pre -assembled components. 20% fewer roof attachments. More than 4 out of 5 homeowners prefer SFM INFINITY'S
and 30% less cost. and level array in seconds with post height adjustment. aesthetics over a leading rail brand.
sFM INFINITY
DESIGN GUIDELINES
BETTER SOLAR STARTS HERE
While you will see advantages simply from switching to SFM INFINITY, the 'Vlovdnig guidelines will help you.
to maximize its benefits,
DEFAULT TO LANDSCAPE
!-, "�r" � :' ��'f� 'r� � �
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ht:
MIX MODULE ORIENTATIONS
Sr
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SFM I
CONSULT THE QUICK TIPS VIDEOS
HN HPI UUM
2
SFM
DESIGN IN U-BUILDER
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V0n er, 1 a Ul-ki'd
h'fl' IMU A H W',
On rio""",';Ir or B arr �wrj g,,',,rn �i e j�' J'U't.
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https:/'desigri.unirac.com/ 0 1
Report No. 102393982LAX-002
Unirac, Inc
Unirac, Inc
The Micro Rails are installed onto the module frame by using a stainless steel bolt anodized
with black oxide with a stainless type 300 bonding pin, torqued to 20 ft-lbs, retaining the
modules to the bracket, The bonding pin of the Micro Rail when bolted and torqued, penetrate
ronnection from riodule to module.
The grounding of the entire system is intended to be in accordance with the latest edition of the
National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar
Photovoltaic Systems. Any local electrical codes must be adhered in addition to the
national electrical codes. The Grounding Lug is secured to the photovoltaic module, torqued in
accordance with the installation manual provided in this document.
Other optional grounding includes the use of the Enphase UL2703 certified grounding system,
which requires a minimum of 2 micro -inverters mounted to the same rail, and using the same
Iengage cable.
Increased size NiLhaot:
Maximum Module Size: 22.3ft2
OL2783 Design Load Rating: 113PSFDownward, 5OPSFUpward, 3DPSFDown-Slope
LG355S2VV-A5used for Mechanical Loading test.
Mounting configuration: Four mountings on each long side of panel with the longest span of
24"
UL2703Design Load Rating: 4G.ApSFDownward, 4OpSFUpward, 1OPSFDown-Slope
LG3Q5N2VV-A5.LC3GO82VV+45and LG3G5S2VV-A5used for used for Mechanical Loading
hmsL
Mounting configuration: Six mountings for two modules used with the maximum span of
74.5^
Fire Class Resistance Robng�
Class Afor Steep Slope Applications when using Type 1 Modules. Can be installed at any
interstitial gap. Installations must include Trim Rail.
Class A for Steep Slope Applications when using Type 2 Modules. Can be installed at any
interstitial gap. Installations must include Trim Rail.
Class Fire Rated for Low Slope applications with Type 1 or listed photovoltaic modules.
This system was evaluated with a 5" gap between the bottom of the module and the roof's
surface
Mi
somz`,pn+p~nMandatory
This authorizes auU)ohzes the application of the Certification Mark(s) shown below to the models described in the Product(s) \
/ Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing �
Report This authorization also applies to multiple ||atee model(s) identified on the correlation page of the Listing /
| Report.'
|
This document iathe property of |ntertekTeedng Services and is not transferable. The certification mark(s) maybe |
� applied only adthe location nfthe Party Authorized TmApply Mark.
Applicant:
Unireo. Inc
Manufacturer:
CixiEnnakaAluminum Co. Ltd
No��88ChnuSheng�oad
���r��� '
1411 Broadway
���r����
CixiC�y
'
Albuquerque, NKA871U2
Zhejiang Province 315311
Country:
USA
Country:
China
����t���'
Klaus Nico|aedia
' �����ot
'
Jia Liu
'
Tom Young
Robin Luo
505-482-2190
+86-15287030962
Phone'
'
585-843-1418
Phone'
'
+86-13621785753
FAX:
NA
FAX:
NA
Nauanico|a�dia��unira000mn � �
jia]iu@uxynj.cnm
Email:
hoddg@unira000m
Email:
Party Authorized ToApply Mark: Same aaManufacturer
Report Issuing Office: Lake Forest, CA U.S.A.
Control Number: 5003705 Authorized by:for Dean Davidson, Certificati
. 2
rmanager
/
�
�
Q�
OTT
� I '
-_--
This document supersedes all previous Authorizations to Mark for the noted Report Number.
This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertak's responsibility and liability are
limited mthe terms and conditions ofthe agreement. /m°m*assumes""owmo*munynart',omm*"nmm°Cl/emm.cc"mance with the agreement, m.=yww.expensemdmmag°"ccamvne*
»' the use mthis Authorization mMark. Only the Client /" authorized mpermit copying o,distribution mthis Authorization toMark and then only mits entirety. Use mmw,w^^Certification mark m
restricted mthe conditions laid out ." the agreement and ." this Authorization mMark. Any further use ", the /"*^°^ name for the sale n,advertisement mthe tested m*e,w/ product o,service m"",
first u°approved /" writing ^,mm^"^.Initial Factory Assessments and Follow "nServices are for the purpose massuring appropriate usage mthe Certification mark /"accordance with the
Intertek Testing Services NA Inc.
545 East Algonquin Road, Arlington Heights, IL 60005
Mounting Systems, Mounting Devices, Clam ping/Retention Devices, and Ground Lugs for Use with Flat -
Plate Photovoltaic Modules and Panels [UL 2703: 2015 Ed.11
Product: Photovoltaic Mounting System, Sun Frame Microrail - Installed Using Unirac Installation Guide, Rev
PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20
Brand Name: Unirac
°
��
��te8tek
Cortland NY 13045
AddressIntertek 3e33ua11
Talepxone� 607-758-6516
�w.mtertek.com
This letter represents the testing results ofthe below listed products tothe requirements contained in
the following standards:
of optimizers and inverters with part numbers listed below.
m Not more than 80 volts and 240 voltamperes within 30 seconds of rapid shutdown initiation
inside the array.
o PB followed byOQIto350; followed by-ACBorJRi
Old followed byOQ11o5OO;followed bV-UV,-M\,-IV or-EV.
P followed 6yOO1tu850.
SPfollowed byOU1to3GO.
*When optimizers are connected to 2 or more modules in series, the max input voltage
may exceed 80V. Following the implementation of the NEC 2017 rapid shutdown value
of 80V max inside of the array at the beginning of 2019, modules exceeding this
combined input max voltage will be required to use optimizers with parallel inputs.
This information is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Interlek and its Client.
Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party,
other than to the Client in accordance with the agreement, for any loss, expense, or damage occasioned by the use of this information.
Any observations and results in this report are relevant only to the sample evaluated. Only the Client is authorized to copy and
distribute this information and only then in its entirety.
(D2O18Intertek
Version:d-September-2B16 Page of GFT-OP-10u
���
�tertek
Aduress�mtertesyaous11
Telepxone� 607-75e-6516
o SE3OQQA'US/5E3XOJA'US/SE5OOD&-US/SE6OUOA-US/SE76OOA-US/SE1OUOOA-US/
SEII40OA-US/SE300QH-US/5E380OH-US/SE500QH'US/SE6008H'US/SE760OH-US/
SE1000OH-US SE1140OH-US when the following label is labeled on the side of the
offered by Intertek, please do not hesitate to contact the undersigned.
This information is for the exclusive use of|ntertek'sClient and is provided pursuant mthe agreement between |ntertek and its Client.
|mertek's responsibility and liability are limited to the terms and conditions of the agreement.|ntertek assumes no liability to any party,
other than uothe Client inaccordance with the agreement, for any loss, expense, mdamage occasioned uvthe use ofthis information.
Any observations and results in this report are relevant only to the sample ewa|uatmu Only the Client is authorized to copy and
distribute this information and only then inits entirety.
@2O18|nt*rtek
Version: 8-Gep\mmber-2016 Page 2 of GFT-oP-10a
Certificate
Certificate no.
82160015 01
License Holder
Unirac Inc.
1.411 Broadway NE
Albuquerque NM 87102
USA
Manufacturing Plant
Unirac Inc.
1411 Broadway NE
Albuquerque NM 87102
USA
TOV Rheinland PTL
R—efe-r-e—nee, —TomYo—un-g------'---"'--
'fasted to: UL 2703:2015
Certified Product: Module Rack Mounting System License Fee - Units
Model Designation: SolarMount (SM)
Max System Voltage of PV Module: 1000 VDC
Max Size of PV Module: 20.8 sq.ft. surface area
Max Overcurent Protection Rating of Pig Module:
30 A when using the qualified grounding lugs;
20 A when using the Enphase micro inverter EGC.
Fire Rating: Class A when installed with
Type 1, Type 2, Type3, or Type 10 fire rated modules.
(continued)
Appendix: 1,1-5
Licensed'*f est mark, -
TUVRheinland
M
Wate, of Wite
(dayhno/,r)
27/07/2016
HG, iE,,npo An-,,i.,,85-162 [01
struCtUrtil
RMIUSINSWI
Unirac
1411 Broadway Blvd. NE
Attn.: Unirac - Engineering Department
Re: Engineering Certification for the Unirac Sunframe Microrail, SFM Infinity U-builder Software Version 1.0
PZSE, Inc. - Structural Engineers has reviewed the Unirac's Sunframe Microrail, proprietary mounting system constructe4
builder Online tool. This U-Builder software includes analysis for the 2" Microrail, 8" Attached Splice, 6" splice, and front
trimrail. All information, data and analysis contained within are based on, and comply with the following codes and
l. Minimum Design Loads for Buildings and other Structures, 4SCE/SB 7-05 AS[E/3E| 7-10, B 7-26
Z 2O1QConnecticut State Building Code
l 2UO6-2O1DInternational Building Code, byInternational Code Council, Inc. w/Provisions from SE4DCPV-22O17.
4. 2006-2018 International Residential Code, by International Code Council, Inc. w/ Provisions from SEAOC PV-2
2017.
5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November
1,2012bv|C[-ES.
Design Criteria:
Ground Snow Load =0 100/osf
Basic Wind Speed =9O-18O(nnph)
Roof Mean Height =O-]DUt>
Roof Pitch =O-45(degveen)
Exposure Category =B,CO'D
Attachment Spacing:
Per U-bui|derEngineering report.
Cantilever:
Per U-bui|derEngineering report.
Clearance:
2"to1O"clear from top ofroof Lntop ofPVpanel.
To|eramce(y):
1.O"tolerance for any specified dimension in this report is allowed for installation.
Installation Orientation:
See5FK4 Installation Guide.
Landscape - PV Panel long dimension is parallel to ridge/eave line of roof and the PV
panel ismounted onthe long side.
Portrait - PV Panel short dimension is parallel to ridge/eave line of roof and the PV panel
1smounted onthe short side.
Attachment shall bestaggered where ground snow load exceeds 10PSF.
1478 Stone Po|rdDrive, SuDe 190' Roseville, CA9566l
T 916.9811.3980 p 916,961.3965 VV ww*/.pzse.corM
Page of
11
Testing: Values were based on UTR-299 testing provided by Unirac.
Components and Cladding Roof Zones:
The Components and Cladding Roof Zones shall be determined based on ASCE 7-05, ASCE 7-10 & 7-16 Component and
Cladding design.
Notes: 1\U-buUderOnline tool analysis isonly for UniracSFM SunfnarneK8icrurai|system only and donot
include roof capacity check.
2\Risk Category Uper ASCE7-l6.
3\Topographic factor, kztis1D.
4)Array Edge Factor Yc=1.5
S)Average parapet height isO.0ft.
6)Wind speeds are LRFDvalues.
7) Attachment spacing(s) apply to a seismic design category E or less.
Design Responsibility:
The U-Builder design software is intended to be used under the responsible charge of a registered design professional
where required by the authority having jurisdiction. In all cases, this U-builder software should be used under the
Airection of a design professional with sufficient structural engineering knowledge and experience to be able to:
Evaluate whether the U-Builder Software is applicable to the project, and
Understand and determine the appropriate values for all input parameters of the U-Builder software.
report and the manufacture specifications, is in compliance with the above codes and loading criteria.
This certification excludes evaluation ofthe following components:
1) The structure to support the loads imposed on the building by the array; including, but not limited to: strength
and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects
ofsnow accumulation onthe structure.
2> The attachment ofthe SFK42"K8icrnnailnr8"Attached Splice tothe existing structure.
3\ The capacity ofthe solar module frame toresist the loads.
Prepared by:
PZSE,Inc. —Structural Engineers
Roseville, CA
INSTR#2021156279OR BK10400 PG3267 Page 1 of 1
07/2612021 11:48 AM Rcpt: 2330766 Rec: 10.00 IDS: 0.00 IT: 0.00
'kNikki Alva-ez-Sowles, Esq., Pasco County Clerk & Comptroller
THIS INSTRUMENT PREPARED BY:
Name'. '--- ` 1"
Address: M"'A""
pa— 01 U"l
;I be lvmade to �oertain real Iwpmpel��tq
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY, (Legal description of the prop" and street addreI,
with Chapter 713, Florida Statutes, the
Z GENERAL DESCRIPTION OF IMPROVEMENT:
Inslallation of pwtovouanc solar panels.
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
� + .,,
MOM=
Fee Simple Title Holder (it other than owner listed above) Name:
C CONTRACTOR. Name: Freedom Forever, LLC Phone Number:
Address:
6, SURETY (lf applicable, a copy of the payment bond is attached): Nam: Amount of Bond:
Address:
6. LENDER: Name: Phone Number
Address:
7. Persons within the State of Florida Designated by owner Upon whom notice or other documents may be served as provided by Section
71 3.13(1)(a)7., Florida Statutes.
Name: Phone Number.
Address:
8, in addition, Owner designates Of
to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is I year from date of recording unless a different date is specified)
WARNfNG 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
COMMENCING ING WORK OR ECORDINGYOUR NOTICE COMMENCEMENT.
X 4�
X Provide 'sTideMee)
t--N
(signalum of 0, of I or Lessee's (Pfird Naffs
AVIWzOd 0"
State of 1. county of -RA5CQ3 day of
The foregoing Instrument was acknowledged before me by means of [A physical presence or E I online notarization, this _
.Tt IN 20ZI, person acknowledging), who Is personally known tome; or
L'Al
has produced as Identification.
+ --- a
CODY ZAM9 RANA signature of Notary Public
NNotary* PubliI Of Flofids commission 0 HH
x64850pires
My commission E November 17. 2 jx-