HomeMy WebLinkAbout22-5379City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BGR-005379-2022
L Issue Date: 12/16/2022
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 rein spection, 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,
11111 111 ;JII 11 111 1 1 Jill
JIM! III Ii III 11111! 111!11 Jill !I I I
before recording your notice of commencement."
CONTRACTOR SIG AT E PE IT OFFICE
ff
PERMIT EXPIR IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Owner's Address lamOwner Phone Number
Fee Simple Titleholder Name Owner Phone Number
SUBDIVISION lYpr f6 PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRF--] ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE SO FOOTAGE HEIGHT
=BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL
=PLUMBING
ECHANICAL
AMP SERVICE PROGRESS ENERGY = W,R,E,C,
VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS E== FLOOD ZONE AREA =YES NO
BUILDER COMPANY E
SIGNATURE = REGISTERED Y l N � FEE �cIRRIN Y i N�
Address E======== License #
ELECTRICIAN COMPANY E
SIGNATURE REGISTERED ;�FEE.RREN Y 1 N��
Address License #
PLUMBER COMPANY E;;;;
SIGNATURE REGISTERED FEE C.R�PENY J N��
Address License #
COMPANY
MECHANICAL Alle L"C-Nolnewpjl^14
SIGNATURE REGISTERED ^ YIN FEE CURREN YIN
Address %License #
OTHER COMPANY E
SIGNATURE REGISTERED FEE 11�11RINY / N��
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-OW 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 clumpster; Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 clumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans,
`*`"PROPERTY SURVEY required for all NEW construction,
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required, (A/C upgrades over $7500)
Agent (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 (PloUSurvey/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 1, the applicant,
have been provided With a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement,
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/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 W" 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.
1. "IT4111021UT
me or haalhave pr
as identification.
'Zt.,y Public
Commission No 142
_40 Name .fNotary Iyed
CONTRACTOR
So son ad a irm .l>ef5ra me this
he is/are rsonally kno a me or has/have produced
as identification.
Oa Notary Public
Commission No.,
Name of Notary typed, printed or stamped
13130 56t" Ct Suite 605
Clearwater, FL 33760
813-907-8877
CAC1 17421
Contractor's Authorization Letter 1, ve /I/ license holder f
Please allow ONLY the person(s) listed below to sign. This letter supersedes all ethers.
Contractor's Signature Contractor's Printed Name
ffllzfim���
The foregoing instrument was acknowledged before me this / day of
20 by who is ersonally known rye or has
prod ed as identification.
NOT
ARY PUBLIC
;'Uu year plouUUL Wdrfunty allu ZQ-ywt11
i'no,'10 liar warranty2.
APT test conditions according to IEC/TS 62804-1:2016, method A (1500V, 96h)
See data sheet on rear for further information,
THE IDEAL SOLUTION FOR:
Rooftop arrays on
residential buildings
Engineered in Germany
I
Daniel W. Dunzl*k Architect LEED-AP
370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664
StudioGdesignCa),comcascnet December 15, 2022
Gravity Load Calculation Criteria
Structural Design Loads per ASCE 7-16
Dead Loads = 10 psf + 2.6 psf (new solar panels) = 116 psf
Roof Live Load = 20 psf
Ground Snow Load/Live Load = 0 psf
Wind Load Calculation Criteria
Wind Loads per ASCE 7-16, Equation 29,4-7
Using an effective wind area of 10 SF, external pressure coefficient ftom Figure 30.3 -A-1
Zone I = -36.5 psf Roof Slope = 21 degrees Roof Mean Height = 15 ft
Zone 2 = -47.4 psf Basic Wind Speed = 140 mph
Zone 3 = -54.7 psf Exposure = B
Per section 2 A. 1, ASD combo = D 4, 0.6W:
Zone I = 2.6 psf + 0,6(-36.5 psf.) = -19.3 psf
Zone 2 = 2.6 psf + 0.6(-47.4 pst) = -25,8 psf
Zone 3 = 2.6 psf + 0,6(-54.7 psf) = -30,2 psf
Check Attachment to Wood Truss
Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter
Lag Screw Spacing: Lag Screw Tributary Area:
Zone I = 48" o.c. max Zone I = (48" o.c. maX)A 2 / 144 = 16 SF
Zone 2 = 32" o.c. max Zone 2 = (32" o.c. max)^2 / 144 = 7.11 SF
Zone 3 = 32" o.c. max Zone 3 = (32" o.c. maX)A 2 / 144 = 7,11 SF
Lag Screw Forces: W 266lb/m (Table 12.2A, 2015 NDS)
Zone I = 19.3 psf x 16 SF = 309 lb < WI, OK Cd = 1.6 (Table 2.3 1, 2015 NDS)
Zone 2 = 25.8 psf x 7.11 SF = 183 lb < W', OK Ct = I (Table 23.3, 2015 NDS)
Zone 3 = 30.2 psf x 7.11 SIT = 215 lb < W', OK W'= W x embed x Cd x Ct
W'= 266 lb/in x 3 in, xl.6 x I = 1276.8 lb
Daniel W.
* Architect LE D-AP
370 Burnt Hill Rd. Skillman NJ. 0 558 908-872-3664
Studio desi nCcomcast,net December 15, 2022
Re: Proposal Photovoltaic Solar Panel Installation
Gladys Ogoti
7005 SILVERADO RANCH BLVD
ZEPHYRHILLS, FL 33541
Dear Plan Reviewer:
Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project
and I certify that the products are capable of supporting the code required loads and are suitable for this installation
when installed in strict compliance with the manufacturers printed instructions.
Regarding the solar panel array installation on the above referenced project please note that an inspection was
performed by a representative of, the Architect/Engineer of Record, and analysis of the existing structure was
conducted. There is adequate structural capacity for the installation of the array with the following recommendations:
1. The array will be installed on the existing roof The roof framing is constructed of "x4" wood trusses @24" o.c.
spanning 17' 10" with a top chord length of 19' 1" with intermediate supports at 1 /3rd points, making the effective
longest span equals 6' 6" with 1I2" OSB plywood sheathing. The new array (See Site map by contractor) will acid 2.63
Lb. 1 Sf overall to the roof The existing structure is sufficient to support the new loads associated with the additional
weight & wind resistance. No additional structural support is required for the roof structure.
2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed
instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar
metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by
the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table
below:
"nr MINT 11" & Ttofasen" Click Fit,& Attachment Systems 6 wind zone 1 1 wind zone 2 1 wind zone: 3
Info. min. 5116" x 4" long stainless -steel lags with a rain. 45 32 32
embedment of 3" into the rafters
3. Solar Modules shall be UL-1703 rated. Refer to manufacturers specifications sheets.
4. Positive drainage of the system shall be so as not to void the existing roof warranty.
5. All aspects of the installation shall comply with the Florida Administrative Code, 2020 Florida Building Code -
R.esidential Seventh Edition, .ASCE-7-16, 2020 Florida building Code — Energy Conservation, Seventh Edition, 2017
National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by
law. All components used meet the criteria of the Florida Solar Energy Center.
6. Please refer to the attached structural calculations.
If you have any questions relating to this matter, please contact earliest convenience. Thank you.
ILI
Daniel W. Dunzik, RA, LEED-AP
FL. Lic. No. AR98795
MECHANICAL SPECIFICATION
1717 mm x 1045 mm x 32 mm (including frame)
tr t t 19.9kg
3.2mm thermally pre -stressed glass with
aria -reflection technology ... ,_..._.
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6 x 20 monoorystalline Q.ANTUM solar halt cells�
smm
.. 53-101mm x 32-60mm x 15-18 mm
Protection class IP67, with bypass diodes
t ❑
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ELECTRICAL CHARACTERISTICS
POWER CLASS
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'Measurement tolerances Pnlrr +3% Isc. Vc.; a5 h at STC 1000 W/ma, 25±2 C, AM 15 according to IEC 60904-3 > =800 W/m2, NMt1T, spectrum AM 1.5
_.,a..
0 CELLS PERFORMANCE WARRANTY
PERFORMANCE AT LOW IRRADIANCE
'
At least 98% of nominal power out-
*-r-____I_____n
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ing first year. Thereafter max. 0.5%
____ _ --_
_ degradation Per year At least 93.5`
of nominal power up to 10 years. At
d
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least86%ofnominalpowerupto
-----------2SYears
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All data within measurement toler-
ances, Full warranties in accordance
eu m.,...
with the warranty terms of the
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, RaAz,,ti'NCP_W.�,r=,_
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a respective country.
rARs Typical module performance under low irradiance conditions
in
>
comparison to STC conditions (26'C,1000 W/m2}.
iEMPERAitIR F COEFFICIFNTS
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PROPERTIES FOR SYSTEM DESIGN
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QUALIFICATIONS AND CERTIFICATES
Quality Cwteailed PV . TOV Rhehloi,d;
iEC 61210 2016; lEC is30,2016.
Thisdata heatco,,.
With DIN EN 50380
n7vantWnnd 1.
CE
0CPV CertiaCsten 0%ronn
M itiYY 2YR3Yt
1000 r f n.or ule cinesxilcetlon Class tl
24. r 7afing based or, ANSI ILJL 63,730 CITYPE 2
3600/2660 .�..';rn.,,;edModule Te, sir. azure a -40'f, -+85IC
5400/4000 n.i a Duty
Nobin Installation instructions must be followed. Seethe installation and operating manual or contact our technical service departmentfor further information on approved installation and
use of this product.
Hanwha0 CELLSGm6N
Sonnenailee 17-21, 06766 5ltterfeld-Wolfen, Germany I TEL+49 (0)3494 66 99-234441 FAX +49 (0)3494 66 99-230001 EMAiLsales@q-celis.aom i WEB www,q-cells.com
Engineered in Germany OCIELLS
T
is our proprietary application -specific integrated circuit (ASIC) which enables the
micr*inyerter to operate lngr4-ti6d or*ffr-grid modes. This ch!R Is b!wtift in advaric
55nm technology with high speed digital logic and has super -fast response times
energy systems.
Part of the Enphase Energy System, 108 Series
Microinverters integrate with the Enphase IQ Battery,
Enphase 10 Gateway, and the Enphase Opp monitoring
and analysis software.
Connect PV modules quickly and easily to IQ8 Series
Microinverters using the included Q-DCC-2 adapter
cable with plug-n-play MC4 connectors,
108 Series Microinverters are UL Listed as
PV Rapid Shut Down Equipment and conform with
various regulations, when installed according to
manufacturer's instructions.
0 2022 Enphase Energy. All rights reserved. Enphase, the Enphase logo, 108 Microinverters, and other
names are trademarks of Enphase Energy, Inc, Data subject to change.
10$SE-DS-0001-01-EN-US-2022-03-17
Easy to Install
Lightweight and compact with
plug-n-play connectors
Power Line Communication
(PLC) between components
Faster installation with simple
two -Wire cabling
High productivity and reliability
Produce power even when the
grid is down*
More than one million cumulative
hours of testing
Class If double -insulated
enclosure
Optimized for the latest high-
powered PV modules
is grid -forcing
Complies With the latest
advanced grid Support"
Remote automatic updates for
the latest grid requirements
Configurable to support a wide
range of grid profiles
Meets CA Rule 21 (UL 1741-SA)
requirements
Only when installed with 10 System Controller 2, meets
UL 1741. I08H-208V operates only in grid -tied mode.
108 Series Microinverters supports split phase, 240V
IQOH-208 supports split phase, 206V duly:
Commonly used module pairings2
w
235 - 350 235 - 440 260 - 460 295 - 500 320 - 540+ 295 - 500+
Module compatibility
60-cell/120 half-cell60-cell/120 half -cell, 66-cell/132 half-ooli and 72-cell/144 half -cell
MPPT voltage range
v
27 - 37 29 - 45 33 - 45 36 - 45 38 -- 45 38 - 45
Operating range
V
25 - 48 25 - 58
Min/max start voltage
V
30 / 48 30 / 58
Max input DC voltage
v
50 60
Max DC current' [module lsoj
A
15
Overvoltage class DC port
II
DC port backfeed current
mA
0
PV array configuration
1x1 Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit
6
b' ofIN
Peak output power
VA
245 300 330 366 384 366
Max continuous output power
VA
240 290 325 349 380 360
Nominal (L-L) voltage/range°
v
240 / 211- 264` 208 / 183-- 250
Max continuous output current
A
1.0 1.21 1.35 1.45 1.58 1.73
Nominal frequency
Hz -
60
Extended frequency range
Hz
50 - 68
AC short circuit fault current over
2 4,4
3 cycles
Arms
Max units per 20 A (L-L) branch circuits
16 13 11 11 10 9
Total harmonic distortion
<5°Y
Overvoltage class AC port
III
AC port backfeed current
mA
30
Power factor setting
1.0
Grid -tied power factor (adjustable)
0.85leading - 0.85 lagging
Peak efficiency
%
97.5 97.6 97.6 97.6 97.6 97.4
CEC weighted efficiency
%
97 97 97 97.5 97 97'
Night-time power consumption
mw
60
Ambient temperature range
-400C to +600C (-40°F to+1400F)'
Relative humidity range
4% to 100% (condensing)
DC Connector type
MC4
Dimensions (HxWxD)
212 mm (8.3") x 175 mm (6.9") x 30.2 mm f1.21
Weight
1.08 kg (2.38 Ibs)
Cooling
Natural convection - no fans
Approved for wet locations
yes '
Pollution degree
PD3
Enclosure
Class It double -insulated, corrosion resistant polymeric enclosure
Environ. category / UV exposure rating
NEMA Type 6 / outdoor
r
CA Rule 21(UL 1741-SA), UL 62109-1, UL1741AEEE1547, FCC Part 15 Class 6, ICES-0003 Class 6, CAN/CSA-C22.2 NO. 107.1- 1
Certifications
This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section
690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DO conductors, when Installed according to
manufacturer's Instructions.
(1) The 108H-208 variant will be operating
in grid -tied mode only at 208V AC. (2) No enforced DC/AC ratio. See
the compatibility calculator at https://Ilnk.enphase.com/module-compatibility
(3) Maximum continuous input
DC current is 10.6A (4) Nominal voltage range can be extended beyond nominal if required by the utility. (5)
Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. IQ8SE-DS-0001-01-EN-US-202 -03-17
Dual bolt design.- M8 or 5/1611
Call Now for more details
858-935-6064
Easy tapping
1 /4" Flex Bolt
screw guide upper h nn l
Flat lip for
M8 or 5/15"
PV Cable
Hex Bolt
clips
Y . �t
bottom charnel
Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood)
MINI base: 20 ea.
Screw: 40 ea.
Extra RT-Butyl : 10 ea.
Optional item
5 x 60mm Mounting $Crew (RT2-04-SD5-60): 100 ea./Bag
5/16" Hex bolt, washer & nut Set (RT-04-BN30$L-US): 100 e&/Bag
RT-Butyl (RT2-04-BUTYLT): 10 ea./Box
RT-Butyl is Roof Tech's flexible flashing used in
700,000 residential PV systems for the last 24 years.
It is the first PV mounting system with Flexible
Flashing certified by the ICC,
Metal Flashing Retrofit Flexible Flashing
100% Waterproof
0 0 0
0 0
0
M
31/2 (90)
2 (50)
Rafter installation
Deck installation
FLORIDA BUILDING CODE
COMPLIANCE
EcaFasten.
FLORIDA BUILDING CODE 2020 REQUIREMENTS
Questions often arise in the solar industry as to the requirements for installing solar mounting systems in Dade
and Bsward counties and throughout the rest of the Florida, Outlined below are the four requirements to
comply with the 2020 Florida Building Code, The first three requirements are necessary for solar racking
systems, while the fourth is specific to solar roof attachments, The fifth item, Florida -specific testing, is
optional for installation,
1 - UL CERTIFICATIONS
Racking UL 2703 (Supplied by EcoFasten)
2 - MODULE LOAD RATING
'�e rrlee
3 - RACKING STRUCrURAL CAPACITY
Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the
project (Supplied by EcoFasten)
4 - ROOF ATTACHMENTS
Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten)
Waterproofing/Flashing per NRCA & FRSA/TRI (Florida) guidelines (Supplied by Ecol'asten, when
applicable)
5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS
Florida Product Approval
Miami Dade NOA
Water Seat Testing: TAS100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA)
ten I Page 2
�! I �111111111��Iwqpijgi�
EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida,
which are CIF-10 and QB-1 as shown below.
CIF-10 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single
fastener and when combined with an EcoFasten compression bracket, a watertight seal is created, maintaining
the integrity of the roof.
Available GF-10 SKUs:
0 3012010 - GF-1 FLASHING GLV BLK 8x12"
0 3012011 - GF-1 FLASHING GLV IVILL 8X1211
Available Compression Brackets:
0 2012022-CFUNIVL-FOOTMLL3"
CIF-10 Structural Capacity Documentation for Permit Packets
ClickFitL-FootCnoacit,-n--cart OZ29.2021
GF-1 Installation Manual Florida 08.11.2021 v2.0
EcOasten.
For Instatters, By Instatters,
ECOFASTEN ROOF ATTACHMENTS — FLORIDA COMPLIANT
M
QB-1 uses a super strong base that can be used on composition shingle, tile, shake, slate, metal shingle, and low
slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can be
installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts.
Available Q13-1 SKUs:
0 3017010 - Q0-1 BASE AL
0 3017011 - Q13-1 POST AL IVILL 45'
* 3017012 - QB-1 POSTAL DILL 6.5"
0 3017013 - Q13-1 FLASHING AL IVILL 12X12"
0 3017014 - Q0-1 FLASHING AL IVILL 18X18"
0 3017015 - Q13-1 EPDM COLLAR BLK 115"
QB-1 Structural Capacity Documentation for Permit Packets
QB-1 Installation Manual 04.09,2021 v1,0
1".1coFasten,
For Instatters, By Installers,
ECOFASTEN RACKING SYSTEM — FLORIDA COMPLIANT
CLICI(MI"'
ClickFitO is one of the fastest installing rail -based systems in the industry. With its click -in rail assembly, the
rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds
without the need for fasteners or tools. The ClickFit system is made of robust, anti -corrosive materials, such as
aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity.
Available ClickFit Rail SKUs:
0 2012021 - CF STD RAIL MLLAL 14FT
0 2012025 - CF STD RAIL AL SILL 171,5"
ClickFit UL 2703 Certification for Permit Packets
� ClickFit .2021 v2.5
� ClickHtLPL 270 Approved Addendum 06.6Z2021 v1.1
ClickFit Module Load Rating/Span Tables for Permit Packets
0, ClickFit Master Letter Certification 04.15.2021
ClickFit Waterproofing for Permit Packets
GF-1 CENT SHEETS
u
C,F.. j FLA; HING v LV GL'',. $X i
FLASHING GLV MLL
STRUCTURAL CER7
Designed and Certified for Compliance with t
�,t
; '.
For Instatters. By Installers,
IFICATION
to Florida Building Code & A CE/ I-i
Q1{UT SHEEN
� g
« »E
� « � :
For Instatters, By Instalters,
QB-1 CUT SHEETS
EcoFasten,
For Installers, By Installers,
4 1
CLICKFIT CUT SHEETS
cFuNYV r•�00rMLLT
W
STRUCTURAL CERTIFICATION
Designed and Certified for Compliance with the Florida Building Code & A E/ EI-7
L 2703
Conforms to UL 2703 Mechanical & Banding requirements, See EccrFasten ClickFit Installation -Manual for full ratings,
,i.
For Instatters.. By Installers, EcoFasten I Page 10
.f .
Listed below is the documentation you will need to provide to your AHJ for permitting approval. Click on the
link to download file.
UL 2703 CERTIFICATIONS:
� ClickFit roved Installation Manual Version OZO6.2021 v2.5
k ClickFit UL 2703 Approved Addendum 06.OZ2021 v1.1
STRUCTURAL CERTIFICATIONS:
ClickFit L-Foot Cqvarit- - " -port 07,29,2021
ClickFit Master Letter Certification 04.15,2021
GF-1 Installation Man ual Florida 08, 11 , 2021 v2, 0
Qp-1 State o 'Florida Gerd fi scot/cars Letter 07.29,2021
L .........
WATERPROOFING:
' o ClickFit UL 441 Rain R Dort 03.17.2021
INSTALLATION MANUALS:
GF-1 Install dots Monual Florida 08.11.2021 v2.0
OPTIONAL CUT SHEETS:
2012021 - CFSTD RAIL MLL AL 14FTCut Sheet
2012022 - CF UNIV L-FOOT FILL 3"" Cut Sheet
A,
Ecc)Fasten,
For InstatLers, By Installers,
I Page 11
CONTACT ECOFASTEN
4141 W Van Buren Street, Suite 2, Phoenix, AZ 85009
877e8593947 1 ecofastensolar.com
EcoFasten.
For Instatters, By Instatters,
DETAIL B
SCALE 1 48
m
.XX. +/-,030 X: +1- .75
.XXX: +/-.010 XX: +/-.25
m
INNOVATIVE moumnin sysnm
CLICKFIT COMP SHINGLE
mmoffilm
EcoFasten Solar LLC
4141 W Van Buren St Ste 2
mmzem��
Subject: Engineering Certification for the State of Florida
PZSE, Inc, — Structural Engineers has provided engineering and span tables for the EcoFasten - ClickFit System, as presented
PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - ClickFit System for Gable and Hip Roofs".
All information, data, and analysis therein are based on, and comply with, the following building codes and typical
specifications: I
Building Codes: 1. 2020 Florida Building Code, by Florida Bui ding Commission
2. ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, by Americap
Society of Civil Engineers
1 2018 International Building Code, by International Code Council, Inc,
42018 International Residential Code, by International Code Council, Inc.
SAC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic
(PV) Panels, November 1, 2012 by ICC-ES
& Aluminum Design Manual 201S, by The Aluminum Association, Inc.
7, ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by t e
American Wood Council
Design Criteria: Risk Category 11
Seismic Design Category = A - E
Exposure Category = B, C & D DIGITALLY SIGNED
Basic Wind Speed (ultimate) per ASCE 7-16 = 90 mph to 180 mph fill/,,
Ground Snow Load = 0 to 60 (psf)
This letter certifies that the loading criteria and design basis for the
EcoFasten - ClickFit System Span Tables are
in compliance with the above codes.
If you have any questions on the
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL
Prepared by: K, ZACHER, PE ON 04/22/2021 USING A SHA-1 AUTHENTICATION CODE,
PZSE, Inc. —Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED
Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES,
1478 Stone Point Drive, Suite 190, Roseville, CA 95661
916,9613960 916.9613965 www,pzse.com
ZMAMI
EcoFasten Solar LLC
4141 W Van Buren St, Ste 2
Phoenix, AZ 85009
TEL: (877) 859-3947
Attn.: EcoFasten Solar LLC - Engineering Department
Re: Report # 2019-11325HGS.01 Engineering Certification for the EcoFasten Solar LLC ClickF!t - Rail System for
Gable and Hip Roof.
PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data,,al
analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comp y
with the following codes:
1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7.16
2. 2018 International Building Code, by the International Code Council, Inc.
3. 2018 International Residential Code, by the international Code Council, Inc.
4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels,
November 1, 2012, by ICC-ES
5. Aluminum Design Manual 2015, by The Aluminum Association, Inc.
Following are typical specifications to meet the above code requirements:
Design Criteria: Ground Snow Load = 0 - 60 (psf)
Basic Wind Speed 90 - 180 (mph)
Roof Mean Height 0 - 30 (ft)
Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 0 - 600 (degrees)
Exposure Category = B, C & D
Rail: The evaluation of the CllckFit System Rail p/n 2012021 (450124, REV X03), made
with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksl-
Cantilever: Maximum cantilever length is L/3, where 'T' is the span noted in the Spar
Tables, provided at least 1 module length between maximum cantilevers.
1478 Stone Point Drive, Suite 190, Roseville, CA 95661
916,9613960 916,9613965 wwwpzse,com
P- Ntr(NPErF $ �
Clearance- 2" to 10" clear from the to ME��
Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for
installation.
PV Module Size: 60-Cell PV Panel max dimension is 68.5".
72-Cell PV Panel max dimension is 80.4".
Installation Orientation: Landscape (L) - PV Panel long dimension is parallet to the ridge/eave line of the
roof, and the PV panel is mounted on the short side.
Portrait (P) - PV Panel short dimension is paralW to the ricip/eave line of the
roof, and the PV panel is mounted on the long side.
Roof Zones — Enclosed and Partially Enclosed Gable Roofs, 0 5 70:
The zoites shall be-46ter4iLhied usin ' Lore 754.1-21 *f iSCF 7-11,. . I
1478 Sfone Poinf Drive, Suite 190, Roseville, CA 95661
916.961,3960 916,961,3965 www.pzse.com
I V111,111111,11
Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < 0 5 60 0:
The Edge Zone, "a," shall be determined using figure 30.3-2B to figure 30.3-2D of ASCE 7-16, for Gable roofs.
The Edge Zone, "a," shall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs.
Interior Zone 1 span shall be the minimum of I and 1' (See ClickFit System Rail Span Chart). Corner Zone 3
spans shall be the shortest of 3e and 3r (See ClIckFit System Rail Span Chart). See Figure 2.
CORNER ZONE (3e-
27 SEE DETAIL FOR
MOUNT LOCATION
RIDGE
2
CORNER 70NE ("k
%r,,E,, DETAIL F6
o MOUNT LOCATION
GABLE
FDGF ZONE
HATCHED AREA
INDICATES "a"
V- DISTANCE
E "1=0'fX(LH0)0'Q
j MINIMUM OF Y-0"
EDGE ZONE t�
INTERIOR ZONF,(,
F.DGF ONE
WALL
WORT-O'MIN-f
...... .......
Ix
Figure 2: Roof Zones, Gable and Hip Roofs, 70 < 0:5 450
Panel with Support Mounts in Multiple Roof Zones:
W) -244*4� Y-V,-�-'AMUJI W—VP-A-Al-L�- t
all the mounts supporting the module.
Notes: 1) Tables are determined for Rail and L-foot only and does not include roof capacity check.
2) Risk Category 11 per ASCE 7-16.
3) Topographic factor, kzt is 1.0.
4) Average parapet height is 0.0 ft.
5) Wind speeds are LRFD values.
6) Attachment spacing(s) apply to a seismic design category E or less.
Panel Array Edge:
Panels exposed at array edge shall use figure 29.4-7 of ASCE 7-16 to determine "dj" and "d2" to apply "Array
Edge," spans that apply to an array layout. See figure 3.
1478 Stone Point Drive, Suite 190, Roseville, CA 95661
916.961,3960 91&9613965 WWW'PzSe'CoM
Ell OF ADJACENT SOLAR
ARRAY OR BUILDING EDGE
rMMMERME1=
Design Responsibility:
These tables are intended to be used under the responsible charge of a registered design professional where
required by the authority having jurisdiction. In all cases, these tables should be used under the direction of a
design professional with sufficient structural engineering knowledge and experience to be able to:
Evaluate whether these tables apply to the project, and
This letter certifies that the Ecol'asten Solar LLC ClickFit Railed System, when installed according to the
limitations of this letter and the attached span tables, complies with the above codes and loading criteria. This
certification excludes evaluation of the building 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 of snow accumulation on the roof. Structures will require
additional knowledge of the building and are outside the scope of the certification of this racking system.
Prepared by:
PZSE, Inc. —Structural Engineers
Roseville
1478 Stone Point Drive, Suite 190, Roseville, CA 95661
916,961 A3960 916,961.3965 www,pzse,corn
Table of �;_q_ptqnt
Re-...... .... .......................................... .................................. .........mm,Page #
Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60.Cell Modules - Portrait .... ................ 6
Span Tables for Flush -Mount CickFlt System on 0-30 Foot Roof with 72-Cell Modules - Portrait .... ___ .... 14
Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60.2ell & 72-Cell Modules - Landscape ...... 22
1478 Stone Point Drive, Suite 190, Roseville, Cy 95661
916961.3960 < 916,961.3965 « www,pz22om
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Section Properties: Sectio s 450 24 (REVX03).DXF
Section Infonnation.
_sterlel Typeµ _ mGeneral
Shape `hype _ _� Arbitrary
NumberofShapes _ 1
I Width
= 1,575
in
hieight __
1.575
.
in
rold, Xo
- 0:000
_. in
rold Yo
0186 _
in
it (Right)
0,767
in
it (Left)
0,767
in
it (Top)
0.788
in
it (Bot)
0,786
in
1.575
Area, Ax
= 0.373
m112
Inertia, lxx
® 0.151 ,
in^4
Inertia, <IYy.
= 0,100
ln"4
Inertia, lacy
-0,000
in"4
x (Top) __.._.,.
0.11
inR3mm
x ( ot)
0.191
MA3
y (Left)
0.126
!n"3
y (Fight)
_ 0.126 _
mA3
rx
m O.635 _
in
ry
0.516
in
llostec _ _
0.222
in"3
µ plastic ZY
0.160
in"3
Torsional J
= <No lc.>
As-xx Def
= 1.000
As-yy Def
m 1.000
As-xx Stress
1.000
As®yy Stress
1.00
Section Diagram
Feb 19, 2021
06:43 A
Checked ya
:\Rl A\ ectlonProjectl page 2
PPPPF' YR
T Z"51
Warranty 0 CELLS
P,,�,( & PO- -" 7 Ymld,"cunty
BREAKING THE 20% EFFICIENCY FARM
Q,ANTUM DUO Z Technology with zero gap cell layout
boosts module efficiency up to 20.9%.
THE MOST THOROUGH TESTING PROGRAMME IN THE IND"STRY
Q CELLS is the first solar module manufacturer to pass the most comprehan-
O sive quality programme in the industry-, The new "Quality Controlled PV" of the
independent certification institute TOV Rheinland.
INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent
tow -fight and temperature behaviour,
ENDURING H*H PERFORMANCE
Long-term yield security with Anti LID Technology, Anti PID
Technology', Hot -Spot Protect and Traceable Quality Tra.Q'N,
EXTREME WEA THER RATING
High-tech aluminium alloy frame, certified for
high snow (540OPa) and wind loads (400OPa),
Y� A RELIABLE INVESTMENT
Inclusive 25-year product warranty and 25-year
linear performance warranty'.
APT testcondiflons according to IEC/TS 62804.1:2015, method A (-1500V, 96h)
2 See data sheet on rearfor further information.
THE IDEAL SOLUTION FOR:
6tRooftop sn'sys on
residontjal buildings
Engineered in Germany OCELLS
MECHANICAL SPECIFICATION
1717mm, x 1045mm x 32mm (including frame)
19,9kg
3.2mm thermally pre stressed glass with
ZMM
ant( reflection technology
....... .....
S Cove, Composite film
Black anodised aluminium
cet€ 6 x 20 monocrystatline Q.ANTUM solar half cells
..... .. ... .
mnbox 53-101mm 32-60mm- 15-18mm
Protection class IP67, with bypass diodes
r" 4mm2 Solarcable; (+)a1150rnm, H:1160mm
--------- - --
St6ubli MC4; IP68
.. .......... ...... . .
r115TA111)
MWA
ELECTRICAL CHARACTERISTICS
POWER CLASS
360 366 360
$66
370
i Nr U11 r1i P F A -
R A r 11'("), MA N,`!,,' AT SIFANDUD
TE'Sli' (',0N�o1,`10,\-!S, S-f C1 (POWER TOLE,, RANCE S 4-W
11 . .... ...........
P", [w] 350 355 360
365
370
ISC [A) 10�97 11,00 11,04
11,07
11,10
........ .......
n i",
Voc, M 41,11 41,14 41,18
41,21
41,24
'MIM,
IMM' tAI 10,37 10A3 10,49
10,56
10,62
............ ..
IVI 33,76 34,03 34,31
34.58
34:84
..........
IN �20,1
a20.3
?t20.6
AOMN,'W, 0KQA1VJG, 00�,'ND1`,,10N,1',, NtODV
't L�Pp
... . ...... . ....
PMIP [w] 262.6 266,3 2701
273,8
2776
I,, (A) 8,84 9,87 8,89
&92
8.96
V- IV] 3817 38,80 38,83
38.86
38.90
I'll, [A] 8,14 8.20 8,26
8,31
8.37
)T
VMPP IV) 32,24 32,48 32,71
32.94
33,17
'Measurement tolerances pvrpt3%Is Vic *6% at=. 1000W/ml, 25±2'C, AM 1.6 according to IEC 60904-3 - -800W/m2, NMOT, spectrum AM :L5
0 CELLS PERFORMANCE WARRANTY
PERFORMANCE AT LOW IRRADIANCE
7
At least 98% of Comical power dur- no
insfirstyear- Thereaftermax. 05% �
--------
degradation per year. At least 93.5%
-- _6
of nominal power up to 10 years, At
least 86% of nominal power up to
25 years
----- ----------- ------
r r r
All data within measurement toler-
es
ances, Full warranties in accordance sa
with the warranty terms of the no 40 go
Q CELLS sales organisation of your MRAWANOF FAIa !
respective country.
Typical module performance under low irradance conditions in
comparison to STC Conditions (26'C, 1000W/m,L
...........
TEMPERATURE COEFFICIENTS
of
0 [%/K] +0,04 Coeffio,ont of V,
(%/K)
-027
. .........
y (%/K] -0r34 NominalViodule Opc",ating 'I'Smporsture NMOT [-C]
43±3
PROPERTIES FOR SYSTEM DESIGN
`,,ys,tefn vcft"Im",
V IV) 1000
Class 11
......... .. .............. -
r fr-vv, ," C, �
- -- ----
ill [A] 20 1re ba�q od on A NS I " U L 6,11,730,
C /TYPE 2
[Pa] 3600/2660 P�IVMMld N410duilo,Pc,-,,,-N,0(� -40'C - +85'C
.............. ...............
ti
[Pa) 5400/4000
- - -----------
QUALIFICATIONS AND CERTIFICATES
Qwllty C.Miclied PV • TOV Ph.irk,W1
IEC 61215:2016; IEC 61730:2016,
This data shoot oompfia8
with DIN EN 50380
QCPv cart fraOm ongoing.
Noton Installation instructions must be followed, See the installation and operating manual or contact our technical service department for further information on approved Installation end
use of this product.
Hanwho 0 CELLS Gmbh
Somenallee 17-21, 06766 Bitterfold-Wolfer), Germany I TEL +49 (0)3494 66 99-23444 1 FAX +49 (0)3494 66 99.230001 EMAIL I WE www.q-Celiscom
Engineered in Germany OCELLS
power -to AC power efficiently, The brain of thesemiconductor-based microinverter
is our proprietary application -specific integrated circuit (ASIC) which enables the
55nm technology with high speed digital6times
to changing loads and grid evevts, PlIeWatiog. c*nStraInts** battery sizing for .,
energy systems.
F\ LNG
l\1 '
Part of the Enphase Energy System, IQS Series
Microinverters Integrate with the Enishase IQ Battery,
Enphasal0 Gateway, and the Enphase App monitoring
and analysis software.
IDS Series Microinverters redefine reliability
standards with more than one million cumulative
hours of power -on testing, enabling an Industry -
leading limited warranty of up to 25 years.
SAY
Connect PV modules quickly and easily to 108 Series 108 Series Microinverters are UL, Listed as
icro nverters using the included O-DCC-2 adapter PV Rapid shut Down Equipment and conform with
cable with plug-n-play AAC4 connectors, various regulations, when installed according to
manufacturer's instructions,
0 2022 Enphase Energy. All rights reserved, Enphase, the Enphase logo, 108 Microinverters, and other
names are trademarks of Enphase Energy, Inc. Data subject to change.
108SE-DS-0001-01-EU-US-2022-03-17
Easy to install
m Lightweight and compact with
plug-n-play connectors
Power Line Communication
(PLC) between components
Faster installation with simple
two -wire cabling
High productivity and reliability
Produce power even when the
grid is down*
More than one million cumulative
hours of testing
a Class 11 double -insulated
enclosure
Optimized for the latest high-
powered py modules
ierogrid-farming
Complies with the latest
advanced grid support"
Remote automatic updates for
the latest grid requirements
Configurable to support a wide
range of grid profiles
Meets CA Rule 21(UL 1741- A,)
requirements
" Only when Installed with iC"System Controller Z meets
UL 1741.10$H-20 V operates only In grid -tied mode.
°* 106 Series Mloroinverters supports split phase, 240V
108H-208 supports split phase, 208V only;
IQ8 Series r.. r r
Module compatibility
60-ceill120 half -cell
60-celld120 half -cell, 66-celld132 half -cell and 72-ceH/144 half -cell
MPPT voltage range
v
27 - 37
29 - 45
33 - 45 36 - 45
39 - 45
38 - 45
Operating range
v
25 - 48
5 - 58
Min/max start voltage
v
30 l 48
30 f 58
Max input DC voltage
v
50
60
Max DO ourrent3 (module lsol
A
15
Cvervoltage class DC port
FI
DC port backfeed current
mA
0
PV array configuration
a
lxl Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit
a• a :
Peak output power
VA
.r
245
300
330 366
384
366
Max continuous output power
VA
240
290
325 39
380
360
Nominal (t,-L) voltage/range'
u
240 f 211-- 64
208 6183 - 250
Max continuous output current
A
1.0
1,21
1.35 1,45
T58
1173
Nominal frequency
Hz
60
Extended frequency range
Hz
50 -- 68
AC short circuit fault current over
2
4.4,
3 cycles
Arms
Max units per 20 A (L-L) branch circuit'
16
13
11 11
10
9
Total harmonic distortion
<5' "
Overvoltage class AC port
lit
AC port backfeed current
mA
30
Power factor setting
1.0
Grid -tied power factor (adjustable);
0.85 leading - 0.85lagging
Peak efficiency
N
97.5
9T,6
97.6 97.6
97.6
97.4
CEC Weighted efficiency-
Ufa
97
97
97 97.5
97
97
Relative humidity range 4% to 100% (condensing)
DC Connector type M04
Dimensions (HxWxD) 212 mm (8.3") x 175 mm (6.9") x 30.2 mm 0.21
Weight 1.08 kg (2.38lbs)
Cooling Natural convection - no fans
Approved for wot locations Yes
Pollution degree PD3
Enclosure Class It double -insulated, corrosion resistant polymeric enclosure
Environ. category 1 UV exposure rating NEMA Type 6 s outdoor
conventionalWith a
Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood)
Components
RT2-00-MINIBK
PAT! PENDING
Optional item
5 x 60mm Mounting screw (RT2-04-SD5-60): 100 ea./Bag
5/16" Hex bolt, washer & nut Set (RT-04-BN30SL-US): 100 ea./Bag
RT-Butyl (RT2-04-BUTYLT) : 10 ea./Box
RT-Butyl is Roof Tech's flexible flashing used in
700,000 residential PV systems for the last 24 years.
It is the first PV mounfing system with Flexible
Flashing certified by the ICC,
Metal Flashing Retrofit Flexible Flashing
MERMCM
100% Waterproof
ME
Dimensions in (mm)
0
0 31/2 (90)
0
2 (50)
0 0 F-1
0
Rafter installation
Deck installation
P.E. Stamped Letters available at wwwroof-tech.us/support
FLORIDA
BUILDING CODE
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FLORIDA BUILDING CODE 2020 REQUIREMENTS
Questions often arise in the solar industry as to the requirements for installing solar mounting systems in Dade
and Broward counties and throughout the rest of the Florida. Outlined below are the four requirements to
comply with the 2020 Florida Building Code. The first three requirements are necessary for solar racking
systems, while the fourth is specific to solar roof attachments, The fifth item, Florida -specific testing, is
optional for installation.
I - ILL CERTIFICATIONS
Racking UL 2703 (Supplied by Ecol'asten)
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2 - MODULE LOAD RATING
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3 - RACKING STRUCTURAL CAPACITY
Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the
project (Supplied by EcoFasten)
4 - ROOF ATTACHMENTS
Structural Capacity certification letters that meets or exceeds site conditions (Supplied by Ecol'asten)
Waterproofing/Flashing per NRCA & FRS, /TRI (Florida) guidelines (Supplied by EcoFasten, when
applicable)
5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS
� Florida Product Approval
k Miami Dade NOA
Water Seal Testing: TAS100(A) (required or HVHZ Florida Product Approval or Miami Dade NOA)
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EC FAST ROOF ATTACHMENTS — FLORIDA COMPLIANT
EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida,
which are GF-10 and Q13-1 as shown below.
G F -11,
GF-10 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single
fastener and when combined with an EcoFasten compression bracket, a watertight sea[ is created, maintaining
the integrity of the roof.
Available GF-10 SKUs:
0 3012010 - CIF-1 FLASHING GLV BLK 8x12"
0 3012011 - GF-1 FLASHING GLV MLL U12"
Available Compression Brackets:
* 2012022 - CF UNIV L-FOOT MLL 3"
GF-10 Structural Capacity Documentation for Permit Packets
k ClickFit L-Foot C va R ort 07.29,2021
GF-1 Installation Manual Florida 08.11.2021 v2.0
EcoFasten,
For Instatters, By Installers,
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ECOFASTEN ROOF ATTACHMENTS — FLORIDA COMPLIANT
Q13-1 uses a super strong base that can be used on composition shingle, tile, shake, slate, metal shingle, and low
slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can be
installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts.
Available QB-1 SKUs:
# 3017010 - Q13-1 BASE AL
# 3017011 - QB-1 POST AL SILL 4.5"
0 3017012 - QB-1 POST AL IVILL 65'
* 3017013 - Q13-1 FLASHING AL IVILL 12X12"
# 3017014 - QB-1 FLASHING AL MLL 18X18"
* 3017015 - QB-1 EPDM COLLAR BLK 1.25"
Q13-1 Structural Capacity Documentation for Permit Packets
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EcaFasten,
For Instatters, By Instatters,
40 A
CIL I C K F1 T "
ClickHtO is one of the fastest installing rail -based systems in the industry. With its click -in rail assembly, the
rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds
without the need for fasteners or tools, The ClickFit system is made of robust, anti -corrosive materials, such as
aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity.
Available ClickFit Rail SKUs:
* 2012021 - CF STD RAIL MLLAL 14FT
* 2012025 - CF STD RAIL AL MLL 171.5"
ClickFit UL 2703 Certification for Permit Packets
t, ClickFit UL 270. Approved Installation Manual Version 07.06,2021 v2.5
� ClickFit UL 27 roved Addendum 06.OZ2021 v1.1
ClickFit Module Load Rating/Span Tables for Permit Packets
0, ClickFit Master Letter ertification04.15,2021
ClickFit Waterproofing for Permit Packets
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GF-I CUT SHEETS
GF- FL SHIN( GLV BLK
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