HomeMy WebLinkAbout22-3535City of Zephyrhilis
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5335 Eighth Street
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ephyrhiifs, FL 3542
Phone: (313) 730-00 0
Fax: (313) 730-0021
Issue ®ate: 01/28/2022
26 25 21 0140 00200 0030 8126 Wheat Stone Drive
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Name: MONIQUE SANTINI Permit Type: Electric Service Replacement/M Contractor: MOMENTUM SOLAR -
Class of Work: Add/Alter Residential SOLAR
Address: 8126 Wheat Stone rh
Phone: (813) 245-3576
Building Valuation: $0.00
Electrical Valuation: $28,560.00
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $28,560.00
Total Fees: $182.80
Amount Paid: $182.80
Date Paid: 1/28/2022 11:03:43AM
REINSPECTIONR Reinspection fees will comply with Florida Statute 553.80(2)(c) the
governmentlocal
impose times imposedo
first reinspection,subsequent pe:
Notice: In addition to the requirements of this permit, there may be additional • property
foundmay be records of this county, and there may be additionalpermit required from other governmental
management,entities such as water
i
OCCUPANCYaccordance with City Codes and Ordinances. NO OCCUPANCY BEFOREc.6.
NO BEFORE C.O.
t
CONTRACTOR SIGNATURE
v
i
- NPE I T 0 F�E 16 ;EUj
mmm�
City of Zephyrhillp Permit Application
Building Department'
321 247 6073
W.�r
QUESANTI'NI
Ownees Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Add
I
JOB ADDRESS 1/8126 EAT STONE DR LOT #
SU13DIVISION PHYR LAKES PARCEL iD#L26-25-21-0140-00200-0030
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADD/ALT
SIGN DEMOLISH
M
INSTALL
REPAIR
PROPOSED USE
SFR
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
A , I * Fr%E-4WA1FZK'b4fie3RW*
BUILDING SIZE SO FOOTAGE HEIGHT [::=
X k IE AEIUIU�W k 3UW- X X X X 1EX XX1E1U1EkX XXXVIL]EXIE IL C41EX 1E]EXIE V X X YEW 1EX IL It CICILIEXXXX XXXIck Ew C Clel
=BUILDING r== VALUATION OF TOTAL CONSTRUCTION 28,560
E]ELECTRICAL 1$28,560 1 AMP SERVICE PROGRESS ENERGY = W.R.E.C.
L.� ?
=PLUMBING ----------------- re
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA F--1YES NO
BUILDER � �� ` �� COMP Y Momentum Solar
SIGNATURE � �- `� Cameron Christensen REGISTERED Y t N_�" FEE CURREN Y /
Address 6210 Haffner Ave Ste 100 Orlando FL 32822 License# I CVC57036
ELECTRICIAN COMPANY [ Momentum Solar
SIGNATURE Matthew Franz
REGISTERED L�Y! N -FEE C6_RREN L_yy N_J
Address 6210 Haffner Ave Ste 100 Orlando FL 32822 License #
PLUMBER COMPANY E
SIGNATURE REGISTERED ;;�IEE .RREII
Address E========= License #E=====
MECHANICAL COMPANY E
SIGNATURE F=:== REGISTERED ;;;;: �FEECURRENI N��
Address License #
OTHER COMPANY
SIGNATURE REGISTERED L=Y1 =N FEECU=RREN
Address License #E==:===
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Slit 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/ Slit Fence installed,
Sanitary Facilities & I dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans,
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
if over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500)
Agent (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 (PloVSurvey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
Permit Number
FollolParcel ID
Prepared by:
State of Florida, County of - Pasco
The undemIgned hereby gives notice that Improvement YAII be made to cerb* real property, and In accordance
with Chapter 713, Florida SUrlutes, the ibilowing information is pvvkled in this Notice, of Commencement
1. Description of property (legal description of the property, and street address If evallable) 8126 Wheat Stone Dr
ZEPV,Yf-U,,KES SUBDIVIS101A RUISES 1A 2A 28 &4A BLOCK 2 LOT 3
11ft,719 tloniaue I.Ialdov,?do
Nam
Address
4.
Nam lephone, Number 121-247-8073
Address
,5. surety
iff appilas a copy of the paymerd bond Is attedmd)
Name WA Telephone Number_
Address —Amount of Bond
6. Lender
Nam ne Number
Addnws
7. Person ior documents may
Via,', served as provided by 1713.13(i)(m)7, Florida Statutes.
Name MA --Telephone Numbw�__
sddftkm to hlm*W or- he- roe —the -1-6111ir—Mngto reme-N-v -a copy of the Us"oes
Rofte as provided In 1713,13(l)ft Flodds Stinutes.
NamP-MA.......Totephone NuZrnber
Address 77 = f record
ve 'It's
9. Expiration date of notice of commenconent (the wpirstion date vAD be I year from the date of recording
unless a dMemnt date is specified) __--��7_113=22
The foregoing Instrument was acknowledged before me by mearts of (I phyelcalpresenceorf ]online
notarization, this _U_ day of A&lL2Z_by onique Maldona o
Mwof ration
as Owner for
Type 7oaufttftr,,PK*r, ~, —ftdftwo, *10onmy In fed -Gam-e-Wp�artyon bo�hffof wf.�xnh*w�wtwss =�wuftd
Ignoture of Notoy PuW - Stals of Florida pmt tyw. or �M'M of Mok-Y Wk
Personally Mown _QR Produced ID X M 11 i M 9
Two of 10 Produced Driver's LkNum 0=9 I
ELI
tate of I rl a- 0 Pub
ml 9 n 179362
Potm owdeM revind: 01101M C C solo"
fit j a
813-780-0020 City of Zephyrhills Oermit 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 contractors) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 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'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterAA/astewater 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 pennit 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 pared 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,
FLORIDA JURAT (F.S. 117,03)
OWNER OR AGENT
Subscribed and sworn to (or affinned) before me this
by
Who —is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
11 IZANIMILLIMMIMM121L
CONTRACTOR
S qyd sworn to (or affirmed) before me this
An, 13 29 2 b
he is/air me or has/have produced
as identification.
oa
Notary Public
Corn4ssion No.
ELIZABETH DINO
Warne of Notary typed, printed or stamped
E L I ETH DINO
P State Of Florida -Notary Public
Commission # GG 178362
MY Commission Expires
2
January 24, 2
BREAKING THE 20% EFFICIENCY BARRIER
Q.ANTUM DUO Z Technology with zero gap cell layout
boosts module efficiency up to 20.9%.
THE MOST THOROUGH TESTING PROGWANIME IT THE INDUSTRY
Q CELLS is the first solar module manufacturer to pass the most comprehen-
sive quality programme in the industry: The new 'Quality Controlled PVof the
independent certification institute TOV Rheinland.
INNOVATIVE ALLWEAVI HER TECHNOLOGY
Optimal yields, whatever the weather with excellent
low -light and temperature behaviour,
ENDURING,1flGH PERFORMANCE
Long-term yield security with Anti LID Technology, Anti PID
Technology', Not Spot Protect and Traceable Quality Tra,QTM,
EXTREME WEATHER RAT ING
ZZ
High-tech aluminium alloy frame, certified for
high snow (5400Pa) and wind loads (4000 Pa),
raj
A RELIABLE INVESTMENT
Inclusive 25-year product warranty and 25-year
linear performance warranty2.
APT test conditions according to I EC/TS 62804-1:20I5, method A (-1500V, 96h)
2 See data sheet on rear for further informaron.
THE IDEAL SOLUTION FOR:
Rooftop arrays on
residential buildiefis
Engineered in Germany GICELLS
MECHANlCAL SPECiFlICATION
---- ----- -- -----------
Format 1717mm x 1045mm x 32mm (including frame)
Weight 19.9kg
Front Cove, 3.2mm thermally pre -stressed glass with
anti reflection technology
Back Cover Composite film
Prime Black anodised aluminium
Cell 6 x 20 monocrystalline Q.ANTUM solar half cells
Junction box 53-101mm x 32-60mm x 15-18 mm
Protection class IP67, with bypass diodes
Cable 4 mm2 Solar cable; x 1150 man, I-) a 1150 arm
Connecto, Staudt MCA; IP68
J
.... ......... ...
ELECTRICAL CHARACTERISTICS
........... ---- - ----- - ---- ---------------
POWER CLASS 350 355 360
11111-11- 1-1-1--l-11 .. ......... ... .. .. ........... ... .. ... ... . ..... .... .. .... ..... ........... - -
365 370
. . .
MINIMUM PFRPORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWFR TOt,FRANCF +5W OW) ...... .. ....
Sewn, at IX1 PIP, P.Pl, IWI 350 355 360
.
365 370
... ........ .. ........................ . .. ........ .. .. ... ... .. .. .... ... ......... ...... .... . .... . . ............. . . ......... .. .......... .... . Short Circuit Current' I'll (A] 10,97 11.00 11.04
P
11-07 11A0
Open Circuit Vopnqe' V.x IV] 41�11 4114 4118
..... ..... ......... ..
41.21 41.24
.. .........
E Current it MPP I., fAj 10.37 10.43 10.49
1056 10.62
I
Voltage it Mpp V.11 IV] 33.76 34�03 34.31
34,58 34,84
......... .. -------- -------- - ---- ..... ........ ....... ... .
Efficiency' [%] z 19.5 19.8 20.1
........ .. .........
a20,3 a21
NIINIMU M PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOTI
Power 0 IN PP Prin' [Wl_ 262�6 266,3 27111
273.8 2776
111-1-111 11 -1 1111.1 - ---------- -------
E Short Circuit Current la, fAj 8,84 8.87 8,89
.
-------------- - - ---- -- ----- ---- --
892 &95
... ..... ........................ ... ............. ...... .. .. ... ...... ...... ... .. .... ..... ... .....
.E Open Circult Voltaqo V_ IV) 38�77 38.80 38.83
.
38.86 38,90
... .... ........ .. . . .. .......... --- ------- ----- ------ - ---- ---------------- --- - -- ---------- ---- - - --- - -
Current at MPP 1.11[A] 8.14 820 8.26
. .......
8.31
Voltage atOPP VmPP 32.24 32.48 32,71
----------, --_-.
.. --8.37
3294 33.17
......--------
Measurement tolerances P_ 3 % Isr.. V_ t 5 % at STO 1000 WInnu, 25t 2'C, AM 1.5 according to 1 EC 60 904-3 - 1800 W/ml, N M OT, spectrum AM 15
----- ---- -
Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE
.... ........ ..... ....... ......... .. .. .. .............. . .. ..... ....... . .... ...... .......... ------- ---- ----
At least 98% of norturah power dur-
Ing first year. Thereafter max, 0.5%
degradation per year At least 93.5% sar-----
------ ------
of nominal Power LIP to 10 years, At
T
least 86% of normina! Power LIP to
25 years,
rx
u
All date within measurement toler-
ances. Full warranties in accordance Le
with the warranty terms of the
IRRAGIANCE
Q CELLS sales orgairlsation of your Mu,hll
respective country,
yux" Typical module performance under low irradlance conditions in
comparison to STC conditions (25 OC, 1000WImr,
-
-- . .... ... - - - ----- --- ----- ------ - ------ -- - ----- --- TEMPERATURE COEFFICIENTS
rempe'atuna C"Oficient of a [%/Kl +0,04 Temperature Coefficient of V_ 0
... ..... ..... . ... ------ --- ------- ------- -- ----- --- 111 -------------- -
(%/Kl -0.27
Temperature Coefficient of P_ y [%/Kl -Q34 Nominal Module Opernfinq Temperature NMOT [C] 43±3
PROPERTIES FOR SYSTEM DESIGN
Maximum sy,uom Vratage VIYI IV] 1000 PV module classification
cis," It
- 11 1 "1 I'll 11, ' .. .. .... .. ...... ... . ......... -- -------- --- ------------
Maximum Reverse Current 1, tAI 20 Fire Rating based or ANSI IUL 61730
C/TYPE 2
Mox. DesirIn Load, Push/Pull 3600/2660 [Pa] PeIrmitted Moortie Temperature
-40'C - 85'C
..... .... ...... "I - I'll, "I I 11-1 111-11- 111 1--l-1-1111111-1 C
Max. Test Lcoo, Push / Pull [Pa] 5400/4000 on onfinuous Duty
............ .............. ...... . .... ........ .... --- - -----
---- - -- - . ....... ....... .... ............
QUALIFICATIONS AND CERTWiCATES
Qra xy C.1sc,ed PV - TOV RhOu ec;
IEC 61218:2016; iEC 6,..18.
This eats sheet complies
With DIN EN 50380,
Dash ceulft.stlon ongoing.0 E
Nate: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and
use of this product.
Hanwhe 0 CELLS GmbH
Sonrenallee 17-21,06766 Bitterfeld-Wolfien, Germany I TEL +49 (0)3494 66 99-234441 FAX +49 (166 99-230001 EDAM sties@LT-cellsoom I WEB,' www,q-colls.com
Engineered in Germany OCELLS
SYSTEM INFORMATION
MODULE FIANWHA Q.PEAK DUO BL -%6+ 340
INVERTFR ENPHASE I 7-60-2-US
RACKING R OFT"E H MITI & ECOFASTEN CLICKFIT
SYSTEM 2-RAIL
SYSTEM SIZE (D) 7,14 K
LOCATION 28.27691131- 2.1831 57
# T #
ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE
SOLAR EQUIPMENT.
ANY PLUMBING VENTS ARE NOT TO BE CUT OR COVERED FOR SOLAR EQUIPMENT
INSTALLATION. ANY RELOCATION OR MODIFICATION OF THE VENT REQUIRES A
PLUMBING PERMIT AND INSPECTION.
RAPIDSYSTEM UTILIZES "ENPHASE" MICRO -INVERTERS WITH CONTROL
STRUCTURALLOCATED ON THE BACK SIDE OF EACH MODULE.
STATEMENT:
THE EXISTING STRUCTURE IS ADEQUATE SUPPORT THE NEW L
F# ...'
THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT & SHEAR.EXISTING RAFTER
DS IMPOSED BY
k
#
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE
R301,2(1)
SPEED (ICI)
14
TOPOGRAPHIC EFFECTS
R
SPECIAL WIND REGION
NO
WIND BRIE DEBRIS ZONE
2
SEISMIC DESIGN CATEGORY
C
CLIMATE ZONE
2A
IUD EXPOSURE CAT'ET° RY
R
FBC, PE II E ITIAL 2020
TABLE3.2..3
WIND SPEED CO.t-11VERSIONSa
Vint 110 115 120 130 140 150 1 0 170 130 190 00
asd 35 89 3 101 106 116 124 12139 147155
�_�__
For I: 1 mile per hour = 0.447 /s.
as Linear interpolation is
PLAN KEY
PV-1
C0VE PAGE
PV-1.1
PV-2
PV-3
ATTACHMENT DETAIL
ROOF LAYOUT
ELECTRICAL
PV-3A
ELECTRICAL CONT.
PV-12
EQUIPMENT LABELS
PILL OF MATERIALS
MODULES
21
INVERTERS
21
L-FOOT ATTACHMENT
163" RAILS
E PHASE COMBINER BOX
EATON 60A FUSIBLE AC
DISCONNECT
40
9
1
1
30A FUSES
2
30A BACKFEED BREAKER
1
S, 111 R
PRO CUSTOM SOLAR LLC D.8,A. MOMENTUM SOLAR
PROFESSIONAL
ENGINEERING
STATE OF
ChM€RON CHRIST€NS€4N
CERT19ED SOLAR CONTRACTOR UC€NS€!NUMB€R: CVC57036
MOMENTUM SOLAR
5728 MA30R BLVO, SUITE 307, ORLANDO FL 32819
WHEAT8126
OVER
PAGE
---------------------------
PER MODULE
INSTALLATION MANUAL
SECTION A -A
1.50
[38.01
_4 2.76
[70.1]
DETAIL C DETAIL D FRONT VIEW &DE VIEW
SCALE 1: 6 SCALE I : 6 L-FOOT L-FOOT
O-Ea
DO NOT SCALE DRAWT
FRONT VIEW RAIL
W&ZKM Mt R—M M!E W CLICKFIT COMP SHINGLE
'XX xx_xxxx_xx-x----i
xn- -j vo 1 m: -i 25 1 A
RT-MINI is suitable for
mounting any rail system
with a conventional L-Foot.
Dual bolt design, M8 or 5/16"
for L-Foot & 1/4" for EMC
ICC
ICC ESR 3575
Call Now for more details
858-935-6064
Easy tapping
1W Has soft
W—guide uppardmnel
Flat lip for
pV Ca,,e er=B It
harnaf
cip.!
'C
�aj,H—
1-
Engineered to ASTM D 1761 -- -,,, f,� F-w-- "
Components
RT24)()-MINlBK
PAT ENDING AD%.
MfNJ base: 20 ea,
Sorew: 40 ea.
E.ha RT-Sulyll: 10 ea,
Optimal item
5 x 60MM Mounting Screw IRr' Oa-S'ii:"` -wN
511T Hex boil washer & nut W 100 -'BW
ET. Buty", ;s Poo' Tech's fie.e flpsbi-'g used m
700 0,30 PY systemYne L-sl 24 years
0 Is -hc flsst PV nMlnn syOsn, wil" F#exxjW-
ceered tj tine 1CC
Metal flashing Retrofit Flex fl)te Flashing
Shedding water? 100% Waterproof
ICC EsR-3575 ASTM2140 testing W testing 47500 h-)
102,11-4110-10 A
EEMM313MEMUM
31/2 (90)
jt
2 (5q) I
Rafter installation
Deck installation
P.E. Stamped Lefters a afetife at --.ftarh..s/-ppt
momentum
SOLAR
R.. S $OLAR LLC D.B.A. MOMENTUM SOLAR
325 HIGH STREET, METUCHEN, NI 08840
(732) 902-6224
MOMENTUMSOLAR,COM
PROFESSIONAL
ENGINEERING
-5
0 STATE OF
0 RID
#VAL
CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036
MOMENTUM SOLAR
5728 MAJOR BLVD, SUITE 307, ORLANDO FL. 32819
BLK-G6+ 340
I INITIAL I DATE: 1/10/2022 1 DESIGNER: HK I
REV: I DATE: I DESIGNER:
SCALE: 3/32" = V-0"
SOLAR INSTALLER NOTES:
R1 HAS HORIZONTAL RAFTERS
ROOF PANEL COUNT TILT
AZIMUTH SHADING LANDSCAPE MAX SPAN
PORTRAIT MAX SPAN
LANDSCAPE MAX
PORTRAIT MAX
(ROOF AREA 1/2/3)
(ROOF AREA 1/2/3)
CANTILEVER
CANTILEVER
R1 21*
6
201' 1001YO 72/48/48
72 /48 /48
16/10/10
16 /10 /10
momentum
R2 15 20*
111* 99% 72/48/48
72 /48 /48
16 /10 /10
16/10/10
SOLAR
PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR
325 HIGH STREET, METUCHEN, NJ 08840
(732) 902-6224
MOMENTUMSOLAR.COM
PROFESSIONAL
WHEAT STONE DR
ENGINEERING
FRONT OF RESIDENCE
DRIVEWAY
MSP
DISC
E
Z -
CB
ELECTRICAL
EQUIPMENT
g,
0 E OF
AL
RAFrER SPACINE
24" D.C. (TYP'
CLAMPING MAX SPACING IN ZONE 1 72" O.0
AND IN ZONE 2 AND ZONE 3 48" O.0
NOTE:
T. -ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE,
2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS,
TOTAL SQUARE FOOTAGE OF ROOF: 2845 SOFT
SQUARE FOOTAGE OF SOLAR ARRAY:441 SOFT
SOLAR CONTRACTOR
PERCENTAGE OF SOLAR ROOF COVERAGE: 14,23%
CAMERON
CERTIFIED SOLAR CONTRACTORCHRISTENSEN LICENSE NUMBER: CVC57036
MOMENTUM SOLAR
18" RIDGE SETBACK SHALL BE REQUIRED
5728 MAIOR BLVD. SUITE 307, ORLANDO FL 32819
CUSTOMER INFORMATION
SYMBOL LEGEND
MONIQUE MALDONADO - MS92907
8126 WHEAT STONE DR
ZEPHYRHILLS, FL 33541
EdMAIN SERVICE PANEL CHIMNEY 112-
8132453576
rEM PV INFO SYSI !MEQRMA1LQN-
SP SUB -PANEL SKYLIGHT
1
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SYSTEM SIZE (DC): 7.14 KW
21 MODULES: HANWHA Q.PEAK DUO
UTILITY METER VENT
0
BLK-G6+ 340
\j
ACCESS
21 INVERTERS: ENPHASE IQ7-60-2-US
,OUND
(P) DISC AC DISCONNECT 0 PIPE VENT
UDC UTILITY DISCONNECT FAN
LC LOAD CENTER SATELLITE DISH
PR03ECT INFORMATION
HNEMA 3R BOX W1 ENVOY-S ME FIRE SETBACKS
INITIAL DATE; 1/10/2022 1 DESIGNER:HK
REV: DATE: DESIGNER:
DESIGNER:
MIN X
MIN 31 31 GROUND ACCESS
CBCOMBINER BOX POINT
REV: DATE: S
ROOFLAYOUT
MODULE PITCH DIRECTION
WIND PRESSURE ZONE LINES, REFER TO
PV-12 FOR ADDITIONAL INFO
PV-2
PV MODULE RATINGS INVERTER RATINGS VOLTAGE DROP CALCULATIONS
FORMULA USED PER NEC HANDBOOK 215,2(A)(4) WHERE APPLICABLE
MODULE MAKE HANWHA INVERTER MAKE ENPHASE Ukf
Q.PEAK DUO WIRE RUN VMP IMP R L (FT) V. % V, WIRE SIZE momentum
MODEL BLK-G6+ 340 MODEL IQ7-60-2-US _0LAR
MAX POWER 340W MAX OUTPUT POWER 240W BRANCH TO J-BOX 240e00 11 1.98 72.42 3.154 1.31% 12 AWG
PRO CUSTOM SOLAR LLC D.B.A, MOMENTUM SOLAR
J-BOX TO LOAD 325 HIGH STREET, METUCHEN, NJ 08W
OPEN CIRCUIT VOLTAGE 40.66V OPEN DC VOLTAGE 48V 240.00 21 1.24 50.00 1604 1.09% 10 AWG (732) 902-6224
IVIPP VOLTAGE 3194V NOMINAL AC VOLTAGE 240V — CENTER MOMENTUMSOLAILCOM
- LOAD CENTER TO AC 240.00 2&25 1.24 3.00 0,195 0.08% 10 AWG PROFESSIONAL
SHORT CIRCUIT CURRENT 1032A MAX AC CURRENT 1A DISCONNECT
ENGINEERING
MPP CURRENT 10.02A AC DISCONNECT TO
CEC INVERTER EFFICIENCY 97% INTERCONNECTION 240.00 2615 1.24 10°00 0.651 0.27% 10 AWG
NUMBER OF MODULES 21
NUMBER OF INVERTERS 21
NUMBER F MODULES ER
M UL NUMBER 1703
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UM 01 1
UL1703 COMPLIANT YES PV B 1703 COMPLIANT YES NEC 705.12(B)(2)(3)(b) 120% RULE
SUB PANEL # OF MODULES PER NCH THIS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 INVERTER OUTPUT) MAIN OCPD t- BUS RATING x 1.20
SIZE IZ FLORIDA
BREAKER SIZE UPT016 20A FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL CODE (1,25 x 21) + 150:-� 200 x 1,20
FSEC CERTIFICATION STATEMENT.
21 HANWHA Q.PEAK DUO BLK-G6+ 340 340W MODULES PAIRED WITH PER FL. STATUE 377.705 , I, MINA A. MAKAR RE# 86753,
CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER
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21 ENPHASE IQ7-60-2-US MICRO -INVERTERS LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV
ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE
DESIGNED AND APPROVED USING THE STANDARDS CONTAINED 40,z:
IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING
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0 R I'D
CODE, FBC 2020
BRANCH CIRCUIT A
11 MICRO -INVERTERS EXISTING SQUARE D 4%,
BRANCH CIRCUIT B UTILITY 225A SUB PANEL 240 V
10 MICRO -INVERTERS METER
GRID
ENPHASE80A
+ + AC COMBINER SOLAR CIRCUIT F
BOX DISCONNECTING MEANS
EATON 60A FUSIBLE AC
DISCONNECT
SOLAR CONTRACTOR
150A CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036
8 t MOMENTUM SOLAR
30A 30A [ -_ a
5728 MAJOR BLVD. SUITE 307, ORLANDO FL 32819
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ROOF 1OA/15A BREAKER j POWER MONIQUE MALDONADO - MS92907
JUNCTION (MANUFACTURER
I A 3 USES GROUND 8126 WHEAT STONE DR
BOX SUPPLIED FOR ZEPHYRHILLS, FL 33541
TERMINATION CAP 1 2A-B ENVOY) 3 3 EXISTING 200A 8132453576
INSTALLED ON 20A BREAKER (A) METER MAIN PY SYSIM INFORMATION
END OF CABLE 20A BREAKER (B) 150A BREAKER SYSTEM SIZE (DC): 7.14 KW
21 MODULES: HANWHA Q.PEAK DUO
BLK-G6+ 340
21 INVERTERS: ENPHASE IQ7-60-2-US
Wire Tag Conduit Wire Qty Wire Temp. Wire Temp. Conduit Derated Inverter NOC (A) NEC Design Ground Ground Wire
GaleWire Type
gRating Ampacity JA) Derate Fill Der to Ampacity (A) Qty Correction Current (A) Size Type
1 OPEN AIR 2 12 AWG Trunk Cable 90°C 30 0.96 1 28,80 11 1 1°25 1175 12 AWG Trunk Cable PR03ECT INFOR MATIOar
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2A ill PVC 2 10 AWG THWN-2 75°C 35 0.96 0,8 26.88 11 1 1.25 1175 08 AWG ETHWN-2 INITIAL DATE; 1/10/20 1 22 -- - DESIGNER: HK
REV: DATE: DESIGNER:
T W
2B ill PVC 2 10 AWG THIN-2 75°C 35 0.96 0.8 26.88 10 1 1.25 12.50 08 AWG THAWN-2 REV: DATE: DESIGNER:
3 ill PVC 3 + G 10 AWG THWN-2 75°C 35 0,96 1 3160 21 1 1,25 26°25 08 AWG THWN-2
THREE LINE DIAGRAM
NOTE; LE1:7�ER'G' IN WIRE �QTY TAB STANDS FOR�GROU�NDING�CONDU�C-rOR������ PV-3
ELECTRICAL NOTES.
1. ALL CALCULATIONS FOR VOC, VMAX, IMP AND ISC HAVE BEEN
BASEDCALCULATED USING THE MANUFACTURED STRING CALCULATOR
CARRIED2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46- 250A20
PARAGRAPH C), THE GROUND IS AWAY FROM THE
GROUNDINGBARE COPPER WIRE O I
5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310
6. ALL EQUIPMENT INSTALLED IS RATED AT 75°C
7, INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM
EQUIPMENT DATASHEET
6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL
LOCAL AND NATIONAL CODE REQUIREMENTS.
9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER
INSTRUCTIONS
10. ALL EQUIPMENT SMALL BE LISTED PER NEC 690.4(B)
11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS
WHERE TERMINALS OF THE DISCONNECTING MEANS MAY BE
ENERGIZED IN THE OPEN POSITION> SIGN SHALL READ *WARNING -
ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS - OR
12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY
SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT
SERVICE ENTRANCE.
13. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12
14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO
SUB -CIRCUIT BRANCHES IS ACCEPTABLE.
15. ALL CONDUCTORS MUST BE COPPER.
16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER
NEC 250.24(C).
17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A
GROUNDING ELECTRODE SYSTEM PER 250,54(D).
16. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA
DC.
% SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION
PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF
INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW.
20. METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1.
21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC
SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE.
22. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL
BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 11026.
23. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER
NEC ARTICLE 300.6 (C)(1) AND ARTICLE 310.E (D).
24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET
LOCATIONS PER NEC ARTICLE 310,10 (C).
25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS
SECTION OF THE WIRING DOES NOT EXCEED 75%4 OF THE CROSS SECTIONAL AREA OF
THE SPACE, NEC 312,3(A)(2),
26. SYSTEM IS CONSIDERED AN AC MODULE SYSTEM. NO DC CONDUCTORS ARE PRESENT IN
CONDUIT, COMBINER, JUNCTION BOX, DISCONNECT. AND COMPLIES WITH 690.6 - NO DC
DISCONNECT AND ASSOCIATED DC LABELING ARE REQUIRED.
27. SYSTEM COMPLIES WITH 690,12 RAPID SHUTDOWN AND ASSOCIATED LABELING AS PER
690.56(C). AC VOLTAGE AND SYSTEM OPERATING CURRENT SHALL BE PROVIDED 690.52.
23. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV
SOURCE CIRCUITS, 690.6.
29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY
WITH 250.64.
30. NO TERMINALS SHALL BE ENERGIZED IN THE OPEN POSITION IN THIS AC MODULE
SYSTEM 690.13, 690.15, 690.6.
31. WHERE APPLICABLE; INTERCONNECTION SHALL COMPLY WITH 705.12(A) OR 705.12(B)
i.
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VOLTAGE
1- CON UCTOR
CONDU OR
7
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RANGE TAP
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INSTRUCTIONS FOR LINE TAPS
CONTINUALLYFIGURE 1:
1. ADJUST THE CONNECTOR NUT TO
SUITABLE LOCATION
2PUT THE BRANCH WIRE INTO THE CAP
SHEATH FULLY
1 INSERT THE MAIN WIRE, IF THERE ARE
TWO LAYS OF INSULATED LAY IN THE
MAIN CABLE, SHOULD STRIP A CERTAIN
LENGTH OF THE FIRST INSULATED LAY
FROM INSERTED END
4. TURN THE NUT BY HAND, AND FIX THE
CONNECTOR IN SUITABLE LOCATION.
5. SCREW THE NUT WITH THE SLEEVE
6. SCREW THE NUT
DROPPED THE TOP PART IS CRACKED AND
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MONIQUE MALDOIADO - MS'
8126 WHEAT STONE DR
ZEPHYRHILLS, FL 33541
INITIAL I DATE: 1/10/2022 I DESIGNER: H%
REV: ! DATE: I DESIGNER;
I REV: I DATE: I DESIGNER: I
SYSTEM SIZE (DC)
LOCATION
SYSTEM INFORMATION
HAiVWHA Q.PEAK DUO BLK-G10a- 360
ENPHASE IQ7-60-2-US
RO FTECH MINI & ECOFASTEN CLI KFIT
SYSTEM 2-RAIL
7.2 KW
2& 2 745995,-82.1814 562
0
THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS
FLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 FLORIDA BUILDING CODE, 7TH
EDITION 2020 FLORIDA FOR BUILDING AND OTHER STRUCTURES OF THE ASCE 7-16, 7TH EDITION 2020
ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE
SOLAR EQUIPMENT,
STST - 'FNPHASE" MICRO -INVERTERS WITH RAPID SHUTDOWN CONTROL
LOCATED ON THE BACK SIDE OF EACH MODULE.
THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS IMPOSED BY
THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT & SHEAR.EXISTING RAFTER
SIZES & DIMENSIONS CONFORM TO 7TH EDITION 2020 FLORIDA RESIDENTIAL CODE
MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED FLORIDA CODE
REQUIREMENTS FOR THE DESIGN CRITERIA OF THE TOWN.
PER FL. STATUE 377.705 , I, MINA A. MAKAR PE# 86753, CERTIFICATE OF
AUTHORIZATION #33404, AN ENGINEER LICENSED PURSUANT TO CHAPTER
471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE
DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT
VERSION OF THE FLORIDA BUILDING CODE. FBC 2020
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE
R301.2(1)
SPEED (MPH)
140
TOPOGRAPHIC EFFECTS
B
SPECIAL WIND REGION
NO
WIND BORNE DEBRIS ZONE
2
SEISMIC DESIGN CATEGORY
C
CLIMATE ZONE
2A
WIND EXPOSURE CATETORY
B
FBC, RESIDENTIAL 2020
TABLE R301.2.1.3
WIND SPEED CONVERSIONSa
V 1t 11101
115 120 130 140 150 160 170 180 190 200
V.d 65 39 93 101 1 tIB 116 124 132 139 147 155
For SIn 1 mile per hour = 0.4 47 /s.
a, Linear interpolation is
permitted,
360 WATT MODULE
(SEE DATASHEET
PV-I I COVER PAGE
PV-1.1 I ATTACHMENT DETAIL
PV-2(2) I SUPERIMPOSED PANELS
PV-3.1 I ELECTRICAL CONT.
PV-3,2 I EQUIPMENT LABELS
MODULES
20
INVERTERS
20
L-FOOT ATTACHMENT W/
RT-ICI N I
40
168" RAILS
9
SKIRTS
8
ENPHASE COMBINER BOX
1
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DISCONNECT
1
25A FUSES
2
25A BACKFEED BREAKER
I
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PRO CUSTOM SOLAR LLC D,B,A, MOMENTUM SOLAR
., 325 HIGH STREET, METUCHEN, NJ 08840
(732)902-6224
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CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER:CVC57036
MOMENTUM SOLAR
5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819
MONIQUE MALDONADO - MS92907
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INITIAL DATE: 1/20/2022 DESIGNER:HK
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CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER; CVC57036
MOMENTUM SOLAR
SM KA-JOR BLVD, SUITE 307, ORLANDO FL 32819
DATE: 1/20/2022 1 DESIGNER: HK
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LANDSCAPE MAX
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16/10/10
16/10/10
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CLAMPING MAX SPACING IN ZONE 1 72" O.0
AND IN ZONE 2 AND ZONE 3 48" O.0
NOTE:
1, ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE.
2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS.
PRO CUSTOM SOLAR LLS D.E.A. MOMENTUM SOLAR
325 HIGH STREET,
METUCHEN, NJ 08840
(732) 902-6224
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CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036
18" RIDGE SETBACK SHALL BE REQUIRED
MOMENTUM SOLAR 5728 MAIOR BLVD. SUM 307, ORLANDO F�. 321119
CUSTORER INFORMATION
SYMBOL LEGEND
MONIQUE MALDONADO - MS92907
4 W#EAT-$,T0 E-
ElMAIN
SERVICE PANEL CHIMNEY
Z EPHYRHILLS, :3541
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MODULE PITCH DIRECTION
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07-29-20
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NOTE: 2.20 SE WALL TRACT F
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2, REFER YOUT DETAIL DRAWING PV-3 FOR A O _.,_ 4 IMENSIONS, (PRIVATE)
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011, MODULE
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WIND PRESSURE ZONE LINES. REFER
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PRO CUSTOM SOLAR LLC D.B.A. MOMENrUM SOLAR
325 HIGH STREET, METUCHEN, M 08840
(732) 902-6224
MOMENTUMSOLAR.CDM
ENGINEERING
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PERIMPOSITION PLAN
PV MODULE RATINGS
Q.PEAK DUO
MODEL
BLK-G10+ 360
i,AX POWER
360W
OPEN CIRCUIT VOLTAGE
41.18V
MPP VOLTAGE
3431V
iHORT CIRCUIT CURRENT
11.04A
MPP CURRENT
10.49A
NUMBER OF MODULES
20
UL1703 COMPLIANT
YES
INVERTER RATINGS
WIRE R
MODEL
IQ7-60-2-US
BRANCH TO BOX
MAX OUTPUT POWER
240W
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OPEN DC VOLTAGE
48V
CENTER
NOMINAL AC VOLTAGE
240V
LOAD CENTS .TO AC
MAX AC CURRENT
1A
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DISCONNt
AC DISCONN T TO
CEC INVERTER EFFICIENCY
97%
INTERCONN ION
NUMBER OF INVERTERS
200
1703 COMPLIANT
YES
VOLTAGE DROP CALCULATIONS
FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE
V-P
ID R L (FT)
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SUB PANEL I # OF MODULES THIS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITHM
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325 HIGH STREET, METUCHEN, NJ 08840
(732) 902-6224
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NEC 705,12(B)(2)(3)(b) 120% RULE
II 11I
(1,25 x INVERTER OUTPUT) + MAIN 0CPD5 BUS RATING x 1,20
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® X
FSEC CERTIFICATION STATEMENT
PER FL. STATUE 377.705, 1, MINA A. MA PE# 86753,
7.
CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER
LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV
ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE
DESIGNED AND APPROVED USING THE STANDARDS CONTAINED
IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING STATE OF 44
CODE. FBC 2020
EXISTING SQUARE D NAU
UTILITY 225A SUB PANEL 240 V //I0
METER
GRID
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BOX 2A-B ENVOY) 3
3
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METER MAIN
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150A BREAKER
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4
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—
2B
10 AWG THWN-2
75°C
35
O�96
2&88 14
8
1
1
1.25 17.50
08 AWG
THWN-2
3
3/4" PVC
3 + G
10 AWG THWN-2
75'C
35
0.96
1
3160 20
0 0
1
1
1.25 25.00
08 AWG
THWN -2
NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR.
CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036
MOMENTUM SOLAR
5728 MA3OR BLI/D. SLnTE 307, ORLANDO FL, 32819
CUSTOMER INFOIL MA'rTnfd
MONIQUE MALDONADO - MS92907
BLK-GIO+ 360
NkflTIAL DATE: 1/20/2022 DESIGNER: NIX
EV: DATE: DESIGNER:
EV: DATE: DESIGNER:
1. ALL CALCULATIONS FOR VOC, VMAX, IMP AND ISC HAVE BEEN
CALCULATED USING THE MANUFACTURED STRING CALCULATOR
BASED ON ASH E 2% HIGH AMC EXTREME MINIMUM TEMPERATURE
COEFFICIENTS,
2, THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690A6 - 250A20
PARAGRAPH C), THE GROUND IS CARRIED A14VAY FROM THE
GROUNDING LUG USING ##6 BARE COPPER WIRE OR ##8 THWN-2 COPPER
WIRE.
3, THIS SYSTEM COMPLIES WITH NEC 2017
5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310
6. ALL EQUIPMENT INSTALLED IS RATED AT 75*C
T INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM
EQUIPMENT DATASHEET
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL
LOCAL AND NATIONAL CODE REQUIREMENTS.
9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER
INSTRUCTIONS
10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B)
11, PER NEC 690.13, 690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS
WHERE TERMINALS OF THE DISCONNECTING MEANS MAY BE
ENERGIZED IN THE OPEN POSITION} SIGN SHALL READ *WARNING -
ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS - OR
EQUIVALENT,
12, PER NEC 705,10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY
SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT
SERVICE ENTRANCE.
13, INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12
14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO
SUB -CIRCUIT BRANCHES IS ACCEPTABLE.
15. ALL CONDUCTORS MUST BE COPPER,
16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER
NEC 250.24(C).
17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A
GROUNDING ELECTRODE SYSTEM PER 250.54(D).
18, FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA
CSC,
19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION
PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF
INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW.
20. METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1.
21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC
SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE.
22. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL
BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 110.26.
23, CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER
NEC ARTICLE 300.6 (C)(1) AND ARTICLE 310.8 (D).
24, CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET
LOCATIONS PER NEC ARTICLE 310.10 (C),
25, TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS
SECTION OF THE WIRING DOES NOT EXCEED 75% OF THE CROSS SECTIONAL AREA OF
THE SPACE. NEC 312.8(A)(2).
26, SYSTEM IS CONSIDERED AN AC MODULE SYSTEM, NO DC CONDUCTORS ARE PRESENT IN
CONDUIT, COMBINER, JUNCTION BOX, DISCONNECT. AND COMPLIES WITH 690.E - NO DC
DISCONNECT AND ASSOCIATED DC LABELING ARE REQUIRED.
27. SYSTEM COMPLIES WITH 690.12 RAPID SHUTDOWN AND ASSOCIATED LABELING AS PER
690.56(C). AC VOLTAGE AND SYSTEM OPERATING CURRENT SHALL BE PROVIDED 690.52,
28. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV
SOURCE CIRCUITS. 690.6.
29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY
WITH 250.64.
30. NO TERMINALS SHALL BE ENERGIZED IN THE OPEN POSITION IN THIS AC MODULE
SYSTEM 690.13, 690.15, 690,6,
31. WHERE APPLICABLE: INTERCONNECTION SHALL COMPLY WITH 705,12(A) OR 705A2(B)
32, ALL WARNING SIGN(S) ORLABEL(S) SHALL COMPLY WITH 2O17 NEC ARTICLE 110.21(B),
LABEL WARNINGS SHALL ADEQUATELY WARN OF THE HAZARD. LABELS SHALL BE
PERMANENTLY AFFIXED TO THE EQUIPMENT, AND LABELS REQUIRED SHALL BE
SUITABLE FOR THE ENVIRONMENT,
33. PV POWER CIRCUIT LABELS SHALL APPEAR ON EVERY SECTION OF THE WIRING SYSTEM
THAT IS SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, OR FLOORS.
TABLE 1:
VOLTAGE
CONDUCTOR
CONDUCTOR
MAKE MODEL
RATING
RANGE MAIN
RANGE TAP
IL SCO IPC 4006
600 V
4/0-4 AWG
6-14 AWG
ILSCO IPC 4020
600 V
4/0-2 AWG
2J0-6 AWG
INSTRUCTIONS FOR LINE TAPS
CRACKEDFIGURE 1:
1, ADJUST THE CONNECTOR NUT TO
SUITABLE LOCATION
2. PUT THE BRANCH WIRE INTO THE CAP
SHEATH FULLY
3. INSERT THE MAIN WIRE, IF THERE ARE
TWO LAYS OF INSULATED LAY IN THE
MAIN CABLE, SHOULD STRIP A CERTAIN
LENGTH OF THE FIRST INSULATED LAY
FROM INSERTED END
4. TURN THE NUT BY HAND, AND FIX THE
CONNECTOR IN SUITABLE LOCATION.
5, SCREW THE NUT WITH THE SLEEVE
6, SCREW THE NUT CONTINUALLY UNTIL
THE TOP PART IS
DROPPED DOWN
'momentum
PRO CUSTOM SOLAR LLC D.S,A. MOMENTUM SOLAR
325 HIGH STREET, METUCHEN, N) 08840
(732) 902-6224
MOMENTUMSOLAR..COM
CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036
MOMENTUM SOLAR
5728 MAJOR BLVD. SUITE 307. ORLANDO FL, 32819
Mw
SYSTEM SIZE (DC): 7.2 KW
20 MODULES: HANWHA Q.PEAK DUO
BLK-G10+ 360
20 INVERTERS: ENPHASE IQ7-60-2-US
INITIAL DATE: 1/20/2022 DESIGNER: HK
REV: DATE: DESIGNER:
L T I� LCONT.
-Daniel W. Dunzl*k Architect LEER -AP
370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664
StudioGdesign@comcast.net January ll,2022
Re: Proposed Photovoltaic Solar Panel Installation
Monique Maldonado
8126 WHEAT STONE DR
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 training is constructed of 2"x4" wood trusses @24" o.c.
spanning 18'10" with a top chord length of 20'6" with intermediate supports at 1/3rd points, making the effective
longest span equals T4" with 1/2" plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb.
SE 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:
E22LLEL- Shingle Fastener Max Spacing (in.)
Attachment SLS �M "ROOFTECH"O `RT MINI 11" & 'EcolFasten" Click Fit8 Attachemem Systems Wind Zone I Wind Zone 2 Wind Zone 3
Fastener Info: min. 5/16" x 4" long stainless -steel lags with a min, 72 48 48
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 -
Residential 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 me at your earliest convenience. Thank you.
OF
C
Daniel W. Dunzik, RA. LEED-AP
FL, Lic. No. AR98795
A
ip %
Daniel W. Dunzl*k Architect LEED-AP
370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664
StudioGdesign(a_)comeast.net January 11, 2022
Gravitv Load Calculation Criteria
Structural Design Loads per ASCE 7-16
Dead Loads = 10 psf + 2.6 psf (new solar panels) = 12.6 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 from Figure 30.3-A-1
Zone I = -36,5 psf Roof Slope = 21 degrees Roof Mean Height = 15 ft
Zone 2 = -47A psf Basic Wind Speed = 140 mph
Zone 3 = -54.7 psf Exposure = B
Per section 2.4.1, ASD combo = D + 0.6W:
Zone I = 2.6 psf + 0.6(-36.5 psf) = - 19.3 psf
Zone 2 = 2.6 psf + 0.6(-47.4 psf) = -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 = 72" o.c. max
Zone I = (72" o.c. max)/12 / 144 = 36 SF
Zone 2 = 48" o.c. max
Zone 2 = (48" o.c. max)12 / 144 = 16 SF
Zone 3 = 48" o.c. max
Zone 3 = (48" o.c. max)/2 / 144 = 16 SF
Lag Screw Forces:
W = 266lb/in (Table 12.2A, 2015 NDS)
Zone I = 19.3 psf x 36 SF = 695 lb
< W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS)
Zone 2 = 25.8 psf x 16 SF = 413 lb
< W', OK Ct = I (Table 2.3.3, 2015 NDS)
Zone 3 = 30.2 psf x 16 SF = 483 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
BREAKING THE 20% EFRCiENCY BARRIER
Q,ANTUM DUO Z Technology with zero gap cell layout
boosts module efficiency up to 20.6%.
INNOVA4,9fE ALL-WEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent
low -light and temperature behavior.
ENDURING HIGH PERFORMANCE
Long-term yield security with Anti LID Technology, Anti PID
Technology', Hot -Spot Protect and Traceable Quality Tra.QTm.
EXTREME WEATHER RATING
High-tech aluminum alloy frame, certified for
11,1171 high snow (6000 Pa) and wind loads (4000 Pa).
A RELiABLE INVESTMENT
Inclusive 25-year product warranty and 25-year
linear performance warranty'.
S111"ATE OF THE ART MODIUILE TECHNOLOGY
Q,ANTUM DUO combines cutting edge cell separation
C= and innovative 12-busbar design with Q,ANTUM Technology,
APT test conditions according to IEC/TS 62804-1:2015, method 6 (-1500V, 168h)
See data sheet on rear for further information.
THE IDEAL SOLUTION FOR,
Rooftop arrays on
residential buildings
Engineered in Germany OCELLS
'2.a"fi8a0-)
a 41,2'(1294 mm)
&x prouMin0 peNn,a a 0.18° (4.5 mm)
C3
b _0 t 4>R'(1209 mm)
9xMountin9 able (DETAIL A)
0.83" {i6mm)
DETAIL A
0.96'rer5 mm) T0.33'(8.5mm;
0. 6
15.0' (3�6rnm7
gme
38.6"(9is
I90.8" a030 mm)
No
ELECTRICAL CH
TEWgip.-ICS
POWER CLASS
365
370
375
380
385
Pun,
[W]
365
370
375
380
386
[A]
10.40
10 44
10,47
10.50
10.53
. .a.
Voc
V]
44.93
44,97
4501
45.04
45-08
_... . .........
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[A]
9.87
9.92
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9.98
_,., ... _.__,,,...
10,04
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10,10
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36.99
37.28
37.57
37,85
3813
>_19.5
'a19.8
a20.1
�20.3
pmpp
[W]
273.3
277.1
280.8
284.6
288.3
c
A]
8.38
8
8.41
8.43
8.46
8.48
m
Voc
M ..
[V]
_
42.37
42.41
42.44
42.48
42,51
vrn
A]
776
7.81
7.86
7.91
7.96
V.11
[V]
35.23
35.48
35,72
35.96
36.20
lmeasurement tolerances 'n . ±3 /; I,_ VCC±S%at STC: 10001N/m',
25±2°C,
AM 15 according to [EC
60904-3. 2800 W/m2, NMQT,
spectrum AM 1.5
Q CELLS PERFORMANCE WARRANTY
PERFORMANCE
AT LOW IRRADIANCE
At least 98 % of nominal power during
first year. Thereafter max. 0.5 %
degradation per year. At least 93.5 %
of nominal power up to 10 years. At
least 86 % of nominal power up to
25 years
All data within measurement toleranc-
es. Full warranties in accordance with
the warranty terms of the Q CELLS
sales organisation of your respective
country.
Typical module performance under low irradiance conditions in
comparison to STC conditions (25 °C,1000 W/m2)
TEMPERATURE COEFFICIENTS
K] +0 04 (9 [%/ K] -0.27
_ Y (%!K] -035 a ' ,"-tr,z,,. >t2_.,. NMQT °F] 109±5.4(431-3°e)
PROPERTIES FOR SYSTEM DESiGN
", . .. [V] 1000 (IEC)/1000 (UL) " Class II
.. ... ... _. .. . ,
[A CSC] 20 TYPE 2
fibs/fit'] 84(4000Pa)/55(2660Pa} 40°Fupto+185°F
[lb s/ft2] 111 25(6000P11a 8411 (40010F11 a} " (-40°Cupto+85'C)
3 See Installation Manual
t "g 7"� & I r:S „;r e" t AND'TRANSPORT �", � i E., "'� rd L` '`�, 1
-'QUALIFICATIONS .?�%€�, a ?, �" 3 ... PACKAGING �[za7 ,��R� 'S.a�xa �'`A,.. � -.�' ,�� a
UL 61730, CE- rrp:;art.;15a'
EC 61215:2016, - 4.._E C} 0 cO NC
IEC 617302016,
uS. Patent No. 9,893.215 Tovnn«mwoa " .r 74.4In 42.51r1 47.6in 1458lbs 28 24 32
(solarpens) C ilifldus C E 1890mm 1080mm 1208mm 661kg pallets pallets modules
ul er,3o iD ;,;"zzo n
Note: Installation instructions must be followed, See the installation and operating manual or contact our technical service department for further Information on approved Installation and use
of this product.
Hanwhe 0 CELLS America Inc.
400 Spectrum Center Drive, Suite 1400, Irvine" CA 92618. USA I T EL +1949 748 59 961 EMAIL inquiry@us.a-cells.com 1 WEB www.q-cells.us
Sheet
Enphase Microinverters
1 � �� h
r'ii
a s e
r#
The high-powered smart grid -ready
and
t drematieslly simplify the installation process while
" achieving the highest system efficiency,
generationsPart of the Enphm IQ System, the IQ 7 and
IQ Envoy", Enphase IQ Benery', and the Enphase
EnlightenrO monitoring and analysis software,
IQ Series Microinverters extend the reliability
standards set forth by previous
Y enabling Enphase to provide an industry -leading
warranty of up to 25 years,
Lightweight and simple
Faster Installation with Improved, lighter two -wire cabling
Built-in rapid shutdown compliant (NEC 2014 & 2017)
testing
Optimized for high powered 60-cell and 72-cell* modules
More than a million hours of
UL listed
Class 11 double -insulated enclosure
frequency ride -through requirements
Remotely updates to respond to changing
grid requirements
Configurable for
grid profiles
Meets CA Rule 21 (UL 1741 -SA)
To learn more about Enphase offerings, visit enphase.com
ENS A S E
N' H A S
0 2018 Enphase EneMy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc.
2018-0524
n P a s e
0.< b
(X-1Q-AM1-240-,3)1
LISTED
T,0 learn, rno�e abou', Em',,hase of ferungs, visit enphase,corn
Enphase IQ Combiner 3" vv1'-h'-'-n" asc
into ncile,
a nri n e i-V 1 c I a nis,,, a w
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s:, cti a r'� ,l 'r loir
to, s e r e,
Smart
Includes IQ Envoy for communication
and control
Flexible networking supports Wi-Fi,
Ethernet, or cellular
Optional AC receptacle available for PLC
bridge
Provides production metering and optional
consumption monitoring
I=
Reduced size from previous combiner
Centered mounting brackets support single
stud mounting
Supports back and side conduit entry
Up to four 2-pole branch circuits for 240 VAC
plug-in breakers (not included)
80 A total Pit or storage branch circuits
UMM
Durable NRTL-certified NEMA type
3R enclosure
Five-year warranty
UL listed
S
E N P H A �. E
Enph,ase Q Connbiner 3
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AMNW=Q ME n. .1 bw, WS1 n 2 N; so n'
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4L.e.ss Aluminum
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)o6cidonal Mounting Options
410e.tal, EPDM,
km
Asphalt Roofs
99
Ic ESR 3575
I
RT Serrated Hex Flange Bolt/Nut:
5/16-18 x 1 "
R,T-MINI 11 is suitable for all
systems with a conventional L-Foot.
1/41�1 x 1 " Carriage Bolt EMT
8
Screw: 40 ea,
Extra RT-Butyl 4 ea. —
Optional Items:
Deck Installation Rafter Installation
RT-Bu1y| is Roof Tmuh^m flexible flashing used in one million
residential PVsystems for the last 27years, Kisthe first PVmounting
eys\om with Flexible Flashing certified by the |CC, Engineered to
withstand wind apaodmupto18Omph and ground onmwup0o8OPat,
TAS 100Aon metal and asphalt roof,
P.E. StampadLeKemavmilablnatwvmw.mof-teoh.us/support
---
Offset Rafter Installation
4
Flexible Flashing
100% Waterproof
�
FLORIDA BUILDING CODE
COMPLIANCE
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.
1 - UL CERTIFICATIONS
Racking UL 2703 (Supplied by EcoFasten)
2 - MODULE LOAD RATING
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
o Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten)
Waterproofing/Flashing per NRCA & FRSA/TRI (Florida) guidelines (Supplied by EcoFasten, when
applicable)
5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS
Florida Product Approval
Miami Dade NOA
Water Seal Testing: TAS100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA)
EcoFasten,
For Installers, By Instatters,
ECOFASTEN ROOF ATTACHMENTS — FLORIDA COMPLIANT
Ecol'asten offers two roof attachments that meet the specifications for installation in the State of Florida,
which are GF-10 and QB-1 as shown below,
GF-1
GF-11 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 Ecol'asten compression bracket, a watertight seal is created, maintaining
the integrity of the roof.
Available GF-10 SKUs:
® 3012010 - GF-1 FLASHING GLV BLK 8x1211
0 3012011-GF-1 FLASHING GLVMLL8Xl2yp
0 2012022 - CF UNIV L-FOOT MILL 3"
CIF-11 Structural Capacity Documentation for Permit Packets
ClickFitL-Foot,Copact,R��rt 02'.29.2021
GF-1 Installation Manual Florida 08.11,2021 v2.0
EcoFasten I Page 3
ECOFASTEN ROOF ATTACHMENTS — FLORIDA COMPLIANT
QB--1
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:
0 3017010 - Q13-1 BASE AL
0 3017011 - QB-1 POST AL IVILL 4.5"
0 3017012 - QB-1 POST AL MLL 6,5"
0 3017013 - QB-1 FLASHING AL IVILL 12X12"
0 3017014 - QB-1 FLASHING AL IVILL 18XI8"
0 3017015 - QB-1 EPDM COLLAR BLK 1,25"
QB-1 Structural Capacity Documentation for Permit Packets
-_l State oLFlorida Gerd Licaton Letter 07,29.2021
QB-1 Installation Manual 04,09.2021 v1,0
ECOFASTEN RACKING SYSTEM — FLORIDA COMPLIANT
kAH,"l"", F �Tl�
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 MILL AL 14FT
0 2012025 - CF STD RAIL AL MILL 171.5"
ClickFit UL 2703 Certification for Permit Packets
ClickFitUL27036pproved lnstallation Manual Version 0706.2021 v2,5
ClickFit U rove Addendum 06.07,2021 v1,1
ClickFit Module Load Rating/Span Tables for Permit Packets
OickFit Master Letter Certi�ication 04,15.2021 j
ClickFit Waterproofing for Permit Packets
� ClickFit UL 441 Rain Report 03,IZ2021
EcaFasten
For Instatters, By Installers,
EcoFasten I Page 5
GQI(UT SHEETS
WATERPROOFING PER NRCA GUIDELINES
Designed and Certified for Compliance with the Florida Building Code & C Sg9
^`~ \naeQ% By Instatters,
Em9snIPage 6
QB-1 CUT SHEETS
3017010 QB-1 BASE AL
STRUCTURAL CERTIFICATION
Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7
EcoRisten,
For InstaLlers, By Instalters,
EcoFasten I Page 7
QB-1 CUT SHEETS
STRUCTURAL CERTIFICATION
Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7
EcaFasten.
For Installers, By Instatters,
EcoFasten I Page 8
QB-1 CUT SHEETS
3017013 QB-1 FLASHING AL MLL 12X12"
3017014 QB-1 FLASHING AL MLL 18X18"
WATERPROOFING PER CIRCA GUIDELINES
Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7
\>
EcoFasten
For Instatters By Instatters,
EcoFasten I Page 9
CLICKFIT CUT SHEETS
-
STRUCTURAL CERTIFICATION
Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7
UL 2703
Conforms to UL 2703 Mechanical & Bonding requirements, See Ecol'asten ClickFit Installation Manual for full ratings.
4 0
RoFasten
For Instatters, By Installers
EcoFasten I Page 10
0
PERMITTING PACKETS
Listed below is the documentation you will need to provide to your AM for permitting approval. Click on the
link to download file,
LIL 2703 CERTIFICATIONS:
ClickFit UL 27 3 Approved Installation Manual Version 07.06,2021 v2.5
ClickFitUL2703ALoRrqved,AddendumO6.07.2021vl.1
STRUCTURAL CERTIFICATIONS:
OickFit L-Foot Cq2qCttZAqport 07.29,2021
ClickFit Master Letter (jertIffication P4.15.2021
GF-1 Installation Manual Florida 08.11.2021 v2.0
0 a Certification Lqtter 07,29,2021
,6-11 State o Florid
w ClickFiWL441 Rain Rf2tart Q3.17.2021
INSTALLATION MANUALS:
GF-1 Installation Manual Florida 08.11,2021 v2.0
OPTIONAL CUT SHEETS:
EcoFasten.
For Installers, By Instatters
EcoFasten I Page 11
CONTACT ECOFASTEN
4141 W Van Buren Street, Suite 2, Phoenix, AZ 85009
877.8593947 1 ecofastensolar.com
Ec a Fa ste n,
For installers, By Instatters
C
PER MODULE
INSTALLATION MANUAC-
SECTION A -A
FRONT VIEW RAIL
1,57
[40.0]
EW11111U11,\`11'111
structural
ENGTNEERS
4141 W Van Buren St, Ste 2
Phoenix, AZ 85009
Attn.: Eco Fasten Solar - Engineering Department
Re: Report #2O19-11325HGlB.01—EcmFosten-OickFit System for Gable and Hip Roofs
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
Building Codes: 1, 202OFlorida Building Code, byFlorida Building Commission
2. AGCE/SE|7-16,Minimum Design Loads for Buildings and Other Structures, by American
Society ofCivil Engineers
3. 2O1DInternational Building Code, byInternational Code Council, Inc.
4. 201QInternational Residential Code, byInternational Code Council, Inc.
5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic
(PV)Panels, November 1,2Ol2by|[C-ES
6 Aluminum Design Manual 2O15, byThe Aluminum Association, Inc.
7. ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the
American Wood Council
Design Criteria: Risk Category ||
SeismicDesignCmtegory=A-E
Exposure Category =B,C&kD DIGITALLY SIGNED
Basic Wind Sd(ultimate) ASCE716 90 mph to 180 mph %1111
0.73522
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 abovedo not hesitate to call. N
TH
I IS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED13 A 11,
Prepared by:
PZSE, Inc. —Structural Engineers
I PRINTED C,0PIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED
Roseville, CA I
AND SEALED AND THE SHA-1 AUT HENTICATION CODE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES,
14783tone Point Drive, Suite l9U. Roseville, C/\9566)
� 916961.3960 916961,3965 vv °vwxw,pzse.conn
OMMERIM
EcoFasten Solar LLC
4141 W Van Buren S%,I
Phoenix, AZ 85009
TEL: (877) 859-3947
F1111111102=91a7mm
Re: Report # 2019-11325HG5,01 Engineering Certification for the Ecol'asten Solar LLC ClickFit - Rail System for
Gable and Hip Roof,
PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data, and
analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comply
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.
IN!% !III !I R III IN ITINI
MEMMMEMMMMM
Design Criteria: Ground Snow Load ® 0 - 60 (psf)
Basic Wind Speed 90 - 180 (mph)
Roof Mean Height m 0 - 30 (ft)
Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 0 - 60® (degrees)
Exposure Category = B, C & D
Attachment Devices: The evaluation of the ClickFit System considers the ClickFit L-Foot.
Rail: The evaluation of the ClickFit System Rail p/n 2012021 (450124, REV X03), made
with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksi.
Cantilever: Maximum cantilever length is L/3, where "L" is the span noted in the Span
Tables, provided at least 1 module length between maximum cantilevers,
1478 Stone Point Drive, Suite 190, Roseville, CA 95661
916.9613960 9l&961.3965 www,pzse.com
structural
ENGINEERS
Clearance: 2" to 10" clear from the top of the roof to the top of the PV panel.
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 80.41
Installation Orientation: Landscape (L) ® PV Panel long dimension is parallel 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 parallel to the ridge/eave line of the
roof, and the PV panel is mounted on the long side.
=�l
1478 Stone Point Drive, Suite 190, Roseville, CA 95661
916.961,3960 916.961,3965 www,pzse.com
am
Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < 0:5 60 0:
The Edge Zone, "a," shall be determined using figure 30.3-213 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 I span shall be the minimum of 1 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.
EDGE ZONE
OR 3'.0" MIN
J
CORNER ZONE �� —
X SEE DETAIL FQA
MOUNT LOCATION
INTERIOR ZONE,,
LU RIDGE . .....
02-
ZO
NE
0
SEE DETAIL FOR
0 MOUNT LOCATION
I
INTERIOR
ZONE 7)
GABLE
r.
HIP
'2 FDGF ZONE
0
!9
HATCHED AREA
tNDICATES
INTERIOR ZONE I
in DISTANCE
azOAxI(LHO)OR
1,3) CORNER ZONE
§EE
ME IVIUM OF 3%0"
DETAIL FOR
MOUNT LOCATION
"ALL
EDGE OF ROOF
Figure 2: Roof Zones, Gable and Hip Roofs, 71 < 0!5 451
Panel with Support Mounts in Multiple Roof Zones:
Edge and Corner Zone spacings (Zone 2 & 3, respectively) apply only to mounts located in those Zones, not to
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 I -RFD 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 "Eli" 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
91&9613960 916.961,3965 www.pzse.com
WWI
M"1111111im"s
structural
ENGINEERS
NON EXPOSED ARRAY
d,
EXPOSED ARRAY EDGE
1,510 TYP
ROW OF SOLA
EDGE OF ADJACENT SOLAR
ARRAY OR BUILDING EDGE
Figure 3: Array Edge
'"W", 01C IIWQ�11%'• , M.— "M , - - 5, - . . - , - .
required by the authority having jurisdiction. In all cases, these tables should be used under the directiolno .0.
design professional with sufficient structural engineering knowledge and experience to be able t7o:
0 Evaluate whether these tables apply to the project, and
This letter certifies that the EcoFasten 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.
111111111111ir !!I I I r
I ��!1!1 11pil;I11:111111:111: iiiiiiii; 111111zfl�'
I
Prepared by:
PZSE, Inc. —Structural Engineers
Roseville
1478 Stone Point Drive, Suite 190, Roseville, CA 95661
916.961.3960 916,961,3965 www.pzse,com
Iff"I"F111"ImIl", V11,1101111,11"i
Table of Contents
Item........................................ ........................................................................................................... Page #
Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60-Cell Modules - Portrait .... .................. .......... 6
Span Tables for Flush -Mount CickFit 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-Cell & 72-Cell Modules - Landscape .... _ 22
Appendix A:Ecofastem(]ickFhCut Sheets, .... —...... ......... ----------------.~.—....... ... —........... ... �BO
)478Stone Point Drive, Suite 19I Roseville, CA 95661
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Company ; Feb 19, 2021
Designer 06:43 AM
Job dumber: Checked Sy;
Section Properties: Sectiort't 40 241 X 3). XF
Section Information:
Material Type = General
Shape Type = Arbitrary
Number of Shapes 1
Basic properties;
Total Width - = 1,575 _ in
Total Height
= 1.575
in
Centroid, Xo
= 0.000
in
Centroid, Yo
- 0.756
in
X-Bar (Right)
- 0.767
in
X-Bar (Left)
- 0.767
in
Y-Bar (Top)
- 0.7€33
in
'
Y-Bar (Bot) - _
= 0.786 l--
in
Max Thick
= 1.575
—_ �.
in
v i tt ,I
€
qivalent properties„
Area, Ax
= 0.373
inA2
Inertia, Ixx
= 0.151
inA4
i
Inertia, lyy
0,100
inA4
-
Inertia, Ixy
= -0.000
in"4
Sx (Top)
= 0.191
inA3
Sx (Sot)
m 0.191
inA3
Sy (Left)
= 0.126
inA3
—_
^
Section Diagram
Sy (Right)
= 0,126
in"3
rx
0.635
in
ry
= 0.516
in
Plastic Zx -^
= 0.222
inA3
Plastic 2y
= 0,160
inA3
Torsional J
= <do Galc.>
As-xx Def --��
- 1.000
As-yy Chef �m
= 1.000
As-xx Stress
1.000
As-yy Stress _
= 1.000
C:\RISA\SectionRrojectl page 2
mmm