HomeMy WebLinkAbout102 Splitlog Pl - BR18-004258 - SOLAR PANELSOCT 15 2018 CITY OF SANFORD
BUILDING $ FIRE PREVENTION
F D PERMIT APPLICATION
Application No:
Documented Construction Value: $ 21,785.40
Job Address: 102 SPLITLOG PL SANFORD, FL 32771 Historic District: Yes NoEl
Parcel ID: 33-19-30-514-0000-0640 Residential 0 Commercial
Type of Work: New Addition R Alteration Repair Demo Change of Use Move
Description of Work: Installation of Photo Voltaic Solar Panels on Roof
Plan Review Contact Person: Aimee McGurr Title: Permitting Coordinator
Phone: 321-247-6073 Fax: Email: flpermits@momentumsolar.com
Property Owner Information
Name Razibul Islam Phone: 321-247-6073
Street: 102 SPLITLOG PL Resident of property? : Razibul Islam
City, State Zip: SANFORD, FL 32771
Contractor Information
Name Cameron Christensen / Momentum Solar Phone: 321-247-6073
Street: 8248 Parkline Blvd. Ste 100 Fax:
City, State Zip: Orlando, FL 32809 State License No.: CVC57036
Arch itect/Eng1neer Information
Name: Daniel Dunzik Phone: 908-872-3664
Street: 325 High St Fax:
City, St, Zip: Metuchen, NJ 08840 E-mail: flpermits@momentumsolar.com
Bonding Company: N/A Mortgage Lender: N/A
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
V
Acceptance ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
SignatureofOwner/Agent Date
Razibul Islam
Print Owner/Agent's Name
Signature of Notary -State of orida DateArreeMcGurr
NOTARY PUBLIC
STATE OF FLORIDA
Comm# GG200147
gV0E W%lb Expires 10/23/2021
Owner/Agent is Personally Known to Me or
Produced ID > — Type of ID Q L-
Signature o ontractor/Agent Date
Cameron Christensen
Printt-Contractor/Agent's Name
Signature of Notary -State of Florida Date
61ARV4 Aimee MCGurr
o! NOTARY PUBLIC
STATE OF FLORIDA
Comm# GG200147
acE t9 Expires 10/23/2021
Contractor/Agent is ;< Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures,
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING: SC
Revised: June 30, 2015 Permit Application
10/12/2018 SCPA Parcel View: 33-19-30-514-0000-0640
Pro ert Record Cardt7eatdJORnson,CFR Y
Parcel: 33-19-30-514-0000-0640
j I Property Address: 102 SPLITLOG PL SANFORD, FL 32771F:ti t.x.tctxaa*r,tioamn p Y
I.
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j
Parcel Information
Parcel; 33-19-30-514-0000-0640
Owner(s) ISLAM, RAZIBUL - Tenancy by Entirety
SHAMPA, SON ITA K -Tenancy by Entirety
Property Address 102 SPLITLOG PL SANFORD, FL 32771
i Mailing 102 SPLITLOG PL SANFORD, FL 32771-7740
Subdivision Name COUNTRY CLUB PARK
Tax District
r................_..............__.................._.;._......-._..........-.........._......_......_..__....._._._...._......._......_._..
I S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions I 00-HOMESTEAD(2017)
Ll
Legal Description
LOT 64
COUNTRY CLUB PARK
PB 50 PGS 63 THRU 66
Taxes
i Taxing Authority
i County General FundI;
6 Schools
I
City Sanfordi
SJWM(Saint Johns Water Management)
County Bonds
Sales
Description
j l WARRANTY DEED
WARRANTY DEED
WARRANTY DEEDj
SPECIAL WARRANTY DEED
s WARRANTY DEED_.._.._...___._._.._..._..__...._...
o bid£ islit'A.}..it::'e g.Jrz
Land
Method Frontage
LOT
Building Information
Value Summary
Valuation Method
Number of Buildings
Depreciated Bldg Valuefi
Depreciated EXFT Value
ii Land Value (Market)
Land Value Ag
i j Just/Market Value'*
j ! Portability Adji.
2019 Working
Values —
Cost/Market
1
156,872
213
38,000
195,085
2018 Certified
Values
Cost/Market
1
150,707
225
38,000
188,932
V, Save Our Homes Adj $11,907 $9,522
Amendment 1 Adj $0 $0
P&GiAdj $0 $0 ; y..
Assessed Value $183,178 $179,410 i i'
W
Tax Amount without SOH: $2,765.48 2018
Tax Bill Amount $2,586.76 Tax
Estimator f
V , Save
Our Homes Savings: $178.72 i
Does
NOT INCLUDE Non Ad Valorem Assessments Assessment
Value j Exempt Values i Taxable Value 183,
178 50,000 133,178 183,
178 25,000 158,178 183,
178 50,000 133,178 .' 183,
178 50.000 133,178 183,
178 50,000 133,178 i? Date
j Book Page Amount j Qualified Vac/Imp 2/
1/2016 08637 1971 229,000 Yes Improved 8/
1/2015 08538 1200 118,000 Yes Improved 3/
1/2014 08241 0775 100 No Improved 5/
1/1999 03644 1234 122,400 Yes Improved 7/
1/1996 03107 0113 44,000 No Vacant Depth
j Units Units Price. ....._.__....._.. - - - - Land Value 38,
000 1 s hftp://
parceldetai1.scpafl.org/ParcelDetailInfo.aspx?PlD=33193051400000640 1/2
DocuSign Envelope ID: 363B084C-EF91-4502-8F2F-D9B71AA4A036
L 18-FL-0049343
SOLAR LOAN
AND SECURITY AGREEMENT
e
This Solar Loanand Security Agreement (this "Agreement"), dated October 10, 2018 (the "Effective Date"), is between Razibul
Islam (individually and jointly referred to as "Borrower" or "you", whether one or more) and Dividend Solar Finance LLC
L'ender," "we," or "us"). Borrower's home and installation address is 102 Splitlog Place, Sanford, FL 32771 (the "Home" ).
Lender's address is 433 California St., Suite 300, San Francisco, CA 94104. Please read all pages of this Agreement carefully.
Lender has agreed to make a loan to Borrower (the "Loan"), and Borrower agrees to pay back the Loan based on the terms of this
Agreement. Borrower agrees that proceeds from the Loan will solely be used to pay for the design and installation of solar
photovoltaic (PV) electricity generation equipment (the "Collateral") at the Home.
Borrower is purchasing the Collateral from Momentum Solar ("Seller"). Borrower will have a separate agreement with the Seller
or third -party contractor ("Contractor") to install the Collateral at the Borrower's Home.
TRUTH IN LENDING ACT DISCLOSURES t
ANNUAL FINANCE CHARGE Amount Financed,
Sl
Total of Payrticnt's_ PERCENTAGE RATE E
The cost ofyour credit as a The dollar amount the credit The amount of credit provided Tlie amountyou will have paid
yearly rate. will cost you. to you or on your behalf ,4t j,i,.; after you have'made all
payme its as scheduled.
h^
5.99% 16,192.22 e r.,,,. $21,7$5.40 37 977.62 e
Your Paten` Schedule W ll,Be :.
Number ofPaymentsments Amount ofPayments i'<+'' When Payments Are Due
T16 $10875(e) ;_ Monthly, beginning December 17, 2018(e)
224
f$1 G'1;78(e) `° Monthly, beginning April 17, 2020(e)
Security: You are giving a security Iti0rest in the`Collateral bung purchased.
Late Charge: If we do not,fd6erve a payment m full within 15 days of its due date, you will pay a late charge equal to the greater of
25 or three (3) percent ofthe unpaid amou f ofthe payment then due, provided that the late charge will not exceed $50.
Prepayment You may prepay all or ny pbrtion ofthe Loan at any time without penalty. 4TermsYouShouldread<:the remainder,'of this "Agreement for additional information about security interests, nonpayment, defaults,
prepayment refunds and.our right to require repayment in full before the scheduled maturity date.
e): Denotes an estimate.
i ITEMIZATION OF AMOUNT FINANCED
1. Princip "AV ount of Loan
1. Amounts Paid to Others on Your Behalf
a. To Seller/Contractor for Collateral and Installation
2. Amount Financed
21,785.40
21,785.40
21,785.40
Principal Amount of Loan. The total amount of money that is being borrowed from Lender (the "Principal") is provided in the
Amount Financed box above. The Principal amount is the sum of all the payments Lender is making on Borrower's behalf. By
signing this contract, Borrower is directing Lender to make those payments based upon the Seller/Contractor meeting certain
requirements related to the design and installation of the Collateral ("Milestones"), The first Milestone is the execution of a work
order, which provides the details of the design and installation of the Collateral, and which is signed by the Seller/Contractor and
Lender ("Work Order"). The second Milestone is the installation of the Collateral ("Substantial Completion"). Lender will
disburse a portion of the Principal at the first Milestone and will disburse the remaining amount at the second Milestone, and the
amount disbursed at each Milestone will be based upon arrangement between Seller/Contractor and Lender. Borrower agrees that
Lender is not obligated to make any payment until it has received all documentation necessary or appropriate, as determined by
Grant MaloY, Clerk Of The Circuit Court & Comptroller Seminole County, FLInst #2018118421 Book:9231 Page:1256; (1 PAGES) RCD: 10/15/2018 2:16:45 PM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: Aimee McGurn c/o Momentum Solar
Address: 8248 ParKline Blvd, Ste 100
Orlando, FL 32809
NOTICE OF COMMENCEMENT
Permit Number.
Parcel ID Number: 33-19-30-514-0000-0640
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information Is provided In this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the roperty and street address if available) Lot 64 Country Club Park PB50 Pgs 63 thru 6P6
102 SPLITLOG PL SANFORD, FL 32771
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Installation of photo voltaic solar panels on roof
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Razibul Islam 102 SPLITLOG PL SANFORD, FL 32771
Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above) Name:
4. CONTRACTOR: Name: Cameron Christensen / Momentum Solar Phone Number. 321-247-6073
Address: 8248 Parkline Blvd. Ste 100 Orlando, FL 32809
S. SURETY (if applicable, a copy of the payment bond Is attached): Name: N/A
Amount of Bond:
6. LENDER: Name: N/A Phone Number.
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number.
6. In addition, Owner designates
to receive a copy of the Lienot's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number.
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature of Owner or Lessee, orOwner's or Lessee's
Aurrorized 0r6cer/DlreetonPartner/Manager)
Razibul Islam Owner
Print Name and Provide Signatory's TiWOfli e)
State of F— 10V-1 Cld Countyof 5 2-er iY\o'-C The
foregoing Instrument was acknowledged before me this i day of , Q C, t- . , 20 I by
Razibul Islam Who is personally known to me OR Name
of person malting statement who
has produced identification a type of Identification produced: p1--- pRy
Aimee McGurr P
NOTARY PUBLIC c
SSTATE OF FLORIDA CERTIFFIED
COPY GRAN TP.'i,f 0`d•, ? Comm# GG200147 OF
THE OCCUI"i » i'<iit?' f' ` N4„ 9 Expires 10/23/2021 CL"" ANC
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Signaure
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momentum
SOLAR
Contractor's Authorization Letter
I Cameron Christensen license holder for Momentum Solar
authorize the following people to apply/sign for permits
under my license number CVC57036
Please allow ONLY the person(s) listed below to sign. This letter supersedes all others.
Aurelie Joseph
Amanda Hoover
Nikol Zurita
yrginla Arrington
Janell Wallace
Contrac is Signature
STATE OF FLORIDA
COUNTY OF
Jorge Suarez
Ashley Ziegengeist
Melissa Flemming
Cameron Christensen
Contractor's Printed Name
The foregoing instrument was acknowledged before me this ___jam_ day of
Or , 20 1_ by Cameron Christensen who is plLaonally
known to me or has produced as identification.
NOTARY PUBLIC
tpRy Aimee McGurn
oP NOTARY PUBLIC
ESTATE OF FLORIDA
2 Comm# GG200147
sNCE 19 0 Expires 10/23/2021
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Sheetrock Lath
Ins : ection Final
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Final Final
Utility; Building` Final
Door ! Final
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RECORD COPY
PLAN KEY
PV-1 COVER PAGE
PV_ 1.1 COVER PAGE CONT.
PV-2 PANEL LAYOUT
PV-3 LAYOUT DETAIL
PV-4 THREE LINE DIAGRAM
PV-4.1 ELECTRICAL CONT.
PV-4.2 EQUIPMENT LABELS
71
HANWHA Q.PEAK DUO BLK-G5 315
315 WATT MODULE
66.3" X 39.4" X 1.26"
SEE DATASHEET)
BILL OF MATERIALS
MODULES 26
INVERTERS 26
CLAMP ASSEMBLY 79
COUPLING ASSEMBLY 40
BONDING CLIP 6
SKIRTS 10
ENPHASE COMBINER BOX 1
SQUARE-D 60A FUSIBLE AC
DISCONNECT 1
40A FUSES 2
125A LINE TAPS 2
SYSTEM INFORMATION
MODULE HANWHA Q.PEAK DUO BLK-G5 315
INVERTER ENPHASE IQ7-60-2-US
RACKING ECOFASTEN ROCK -IT SYSTEM
SYSTEM SIZE (DC) 8.19:KW
LOCATION 28.794332,-81.317483
GENERAL NOTES:
THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS
FOR BUILDING AND OTHER STRUCTURES OF THE ASCE 7-10, 6TH EDITION 2017
FLORIDA RESIDENTIAL CODE, 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE,
NEC 2014 AND ALL LOCAL CODES & ORDINANCES.
ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE
SOLAR EQUIPMENT.
INSTALLATION OF SOLAR EQUIPMENT SHALL BE FLUSH MOUNTED, PARALLEL TO AND
NO MORE THAN 6-INCHES ABOVE THE SURFACE OF THE ROOF.
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.
ALL DESIGN, CALCULATIONS ARE PERFORMED BY DANIEL DUNZIK REGISTERED
ARCHITECT. FLORIDA STATE STATUTE 471.003(3) PROVIDES THAT LICENSED
ARCHITECTS ARE EXEMPTED FROM THE PROVISIONS OF CHAPTER 471 ENGINEERING
AND NOT PRECLUDED FROM PERFORMING ENGINEERING SERVICES FOR INTEGRATED
SYSTEMS AND SERVICES THAT ARE INCIDENTAL TO BUILDINGS AND STRUCTURES.
INVERTER PLACEMENT:
SYSTEM UTILIZES "ENPHASE" MICRO -INVERTERS WITH RAPID SHUTDOWN CONTROL
LOCATED ON THE BACK SIDE OF EACH MODULE.
STRUCTURAL STATEMENT:
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 6TH EDITION 2017 FLORIDA RESIDENTIAL CODE
MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED FLORIDA CODE
REQUIREMENTS FOR THE DESIGN CRITERIA OF THE TOWN.
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE
R301.2(1)
SPEED (MPH) 150
TOPOGRAPHIC EFFECTS B
SPECIAL WIND REGION NO
WIND BORNE DEBRIS ZONE. 2
SEISMIC DESIGN CATEGORY C
CLIMATE ZONE 2A
WIND EXPOSURE CATETORY B
REVIEWED FOR CODE COMPLIANCE
se
PLANS EXAMINER
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTER
REQUIRING TI
CONSRUCTON OR VIOLATIONS OF HIS CODE
FBC, Residential 2017
TABLE R301.2.1.3
WIND SPEED CONVERSIONSa
Vint 110 115 120 130 140 150 160 170 180 190 200
Vasd 85 89 93 101 108 116 124 132 139 147 155
For SI: 1 mile per hour = 0.447 m/s.
a. Linear interpolation is
permitted.
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SOLAR
PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR
325 HIGH STREET, METUCHEN, NJ 08840
732) 902-6224
MOMENTUM SOLAR. COM
sty. AR98?9r
F
SOLAR CONTRACTOR
CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR
LICENSE NUMBER: CVC57036
MOMENTUM SOLAR
5728 MAIOR BLVD. SUITE 307
ORLANDO FL. 32819
RAZIBUL ISLAM
102 SPLITLOG PLACE
SANFORD, FL, 32771
770) 771-4663
PV SYSTEM
INFORMATION
SYSTEM SIZE (DC): 8.19 KW
26 MODULES: HANWHA Q.PEAK DUO
BLK-G5 315
26 INVERTERS: ENPHASE IQ7-60-2-US
I PROJECT INFORMATION I
I INITIAL I DATE: 10/12/2018 1 DESIGNER: TI I
IREV: IDATE: (DESIGNER:
LiREV: I DATE: DESIGNER:
COVER PAGE
1:,"', '
1. ALL WIND DESIGN CRITERIA ARE FOR GABLE AND HIP RESIDENTIAL ROOFS
CONSIDERED FROM AN ANGLE OF MIN. 9.5 ° (j) TO MAX. 45° (if) NOT TO EXCEED
30' MEAN ROOF HEIGHT WITH A MIN " LAG BOLT (ASTE A276) STAINLESS STEEL
INTO THE RAFTER OR BLOCKING BETWEEN RAFTERS W/ MIN. EMBEDMENT OF 3"
2. THIS STRUCTURAL DESIGN REFLECTS STRUCTURAL CONNECTIONS TO THE
EXISTING STRUCTURE ONLY. MODULE TO RACK -IT LOADING AND CERTIFICATION
PER MECHANICAL LOAD TESTS IAW/ANSI UL2703 CONDUCTED ON BEHALF OF
ECOLIBRIUM SOLAR BY TUV RHEELAND REFERENCE FILE L2-ELS150128a (REV 1)
3. ROOF SEALANTS SHALL CONFORM TO ASTMC920 AND ASTM 6511 AND IS THE
RESPONSIBILITY OF THE CONTRACTOR TO FILL ALL HOLES WATER TIGHT.
4. "ROCK -IT" ATTACHMENTS ARE MANUFACTURED BY ECOFASTEN SOLAR
ARIZONA. AND SHALL BE INSTALLED IN STRICT COMPLIANCE WITH
MANUFACTURERS PRINTED INSTRUCTIONS.
ROCK -IT TO RAFTER ATTACHMENT SPACING SCHEDULE
ULTIMATE ROOF ZONE 1 ROOF ZONE 2 & 3DESIGNMAX. SPAN / MAX. MAX. SPAN / MAX. WIND CANTILEVER CANTILEVERSPEED
MPH) INCHES) INCHES)
125 48" O.C. / 16" MAX. 32" O.C. / 12" MAX.
130 48" O.C. / 16" MAX. 32" O.C. / 12" MAX.
140 48" O.C. / 16" MAX. 24" O.C. / 10" MAX.
150 40" O.C. / 16" MAX. 16" O.C. / 8" MAX.
160 32" O.C. / 12" MAX. 16" O.C. / 8" MAX.
170 32" O.C. / 12" MAX. 14" O.C. / 8" MAX.
TABLE REFLECTS ATTACHMENT SPACINGS THAT EXCEED MANUFACTURERS
SPECIFICATIONS FOR WIND LOADS AS PER ASCE 07-10. RISK CATEGORY II
TOPOGRAPHIC EFFECTS B,C, & D AND ROOF WIND ZONES 1,2,& 3. ROOF ZONES 2 & 3
ARE WITHIN 48" OF ANY OUTER EDGE, HIP, RIDGE, OR GUTTER LINE FOR STRUCTURES
30'- 0" OR LESS MEAN ROOF HEIGHT.
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GUTTER
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Q GUTTER 01
ROOF WIND ZONES AS PER IRC R301.2(7)
ROOF ZONES 2 & 3 ARE 48" FROM OUTER ROOF EDGES,
RIDGES, HIPS, RAKES, AND GUTTER EDGES FOR STRUCTURES
BELOW 30'-0" MEAN ROOF HT.
SOLA
CO
CL
AT
SOLAI
SEE ATTACHMENT SCHEDULE
FOR MAXIMUM CANTILEVER
ECOFASTEN SOLAR ROCK -IT 4.0 MOUNTING DETAIL
ECOFASTEN SOLAR ROCK -IT 4.0 RAIL -LESS MOUNTING SYSTEM
INTEGRATED WITH FLASHING, COUPLINGS AND ADJUSTABLE
CLAMP ATTACHMENTS
SEE ATTACHMENT SCHEDULE
FOR MAXIMUM CANTILEVER
ECOFASTEN SOLAR ROCK -IT 4.0 MOUNTING DETAIL
ECOFASTEN SOLAR ROCK -IT 4.0 RAIL -LESS MOUNTING SYSTEM
INTEGRATED WITH FLASHING, COUPLINGS AND ADJUSTABLE
CLAMP ATTACHMENTS
MAXIMUM SOLAR ARRAY ELEVATION: 4.25"
MAXIMUM CLAMP ATTACHMENT SPACING: 48"
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SOLAR
PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR
325 HIGH STREET, METUCHEN, NJ 08840
732) 902-6224
MOMENTUM SOLAR. COM
STRUCTURAL
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SOLAR CONTRACTOR
CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR
LICENSE NUMBER: CVC57036
MOMENTUM SOLAR
5728 MAJOR BLVD. SUITE 307
ORLANDO FL. 32819
RAZIBUL ISLAM
102 SPLITLOG PLACE
SANFORD, FL, 32771
770) 771-4663
SOLID BLOCKING I r® v® v r •.0-1
BETWEEN JOISTS I N FO RMATIO N
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SYSTEM SIZE (DC): 8.19 KW
26 MODULES: HANWHA Q.PEAK DUO
BLK-G5 315
UIFO tRogc-R 26INVERTERS: ENPHASE IQ7-60-2-US
ATAQIW SMIN
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RAM EbST10i ROW I WA&
FfOFASIHr sw FPLYMM OHJI; AND PROJECT INFORMATION
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INITIAL DATE: 10/12/2018 DESIGNER: TI
REV: DATE: DESIGNER:
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REV: DATE: DESIGNER:
COVER PAGE
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momentum
SOLAR
PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR
325 HIGH STREET, METUCHEN, NJ 08840
732) 902-6224
MOMENTUMSOLAR.COM
GUTTER
ELECTRICAL EQUIPMENT
SOLAR INSTALLER NOTES:
NO ADDITIONAL STRUCTURAL SUPPORT REQUIRED
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.
INEERIN
SOLAR CONTRACTOR
CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR
LICENSE NUMBER: CVC57036
MOMENTUM SOLAR
5728 MAJOR BLVD. SUITE 307
ORLANDO FL 32819
CUSTOMER
INFORMATION
RAZIBUL ISLAM
102 SPLITLOG PLACE
SANFORD, FL, 32771
SYMBOL LEGEND 770) 771-4663
PV SYSTEM
INFORMATIONMSPMAINSERVICEPANELCHIMNEY
SYSTEM SIZE (DC): 8.19 KW
26 MODULES: HANWHA Q.PEAK DUO
BLK-G5 315
26 INVERTERS: ENPHASE IQ7-60-2-US
ESP SUB -PANEL z SKYLIGHT
UTILITY METER VENT
AC
DISC AC DISCONNECT 0 PIPE VENT
UDC UTILITY DISCONNECT FAN PROJECT INFORMATION
INITIAL DATE: 10/12/2018 DESIGNER: TI
LC LOAD CENTER r// SATELLITE DISH REV: DATE: DESIGNER:
N3R NEMA 3R BOX W/ ENVOY-S FIRE SETBACKS AS PER 6TH
EDITION 2017 FFPC
REV: DATE: DESIGNER:
CB COMBINER BOX MIN TxT GROUND ACCESS
POINT
PANEL LAYOUT
Flo MODULE PITCH DIRECTION PV _ 2
R1 - ARRAY 1 LAYOUT DETAIL
SCALE: 3/16" = 1'-0"
TILT: 26°
AZIMUTH: 180'
SHADING:96%
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SOLAR INSTALLER NOTES:
NO ADDITIONAL STRUCTURAL SUPPORT REQUIRED
momentum
SOL.4.R
PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR
325 HIGH STREET, METUCHEN, NJ 08840
732) 902-6224
MOMENTUMSOLAR.COM
STRUCTURAL
ENGINEERING
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SOLAR CONTRACTOR
CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR
LICENSE NUMBER: CVC57036
MOMENTUM SOLAR
5728 MAJOR BLVD. SUITE 307
ORLANDO FL. 32819
CUSTOMER
INFORMATION
1
z RAZIBUL ISLAM
102 SPLITLOG PLACE
SANFORD, FL, 32771
770) 771-4663
PV SYSTEM
INFORMATION
SYSTEM SIZE (DC): 8.19 KW
26 MODULES: HANWHA Q.PEAK DUO
BLK-G5 315
26 INVERTERS: ENPHASE IQ7-60-2-US
PROJECT INFORMATION
INITIAL DATE: 10/12/2018 DESIGNER: TI
REV: DATE: DESIGNER:
REV: DATE: DESIGNER:
LAYOUT DETAIL
PV-3
PV MODULE RATINGS INVERTER RATINGS VOLTAGE DROP CALCULATIONS
MODULE MAKE HANWHA INVERTER MAKE ENPHASE FORMULA USED PER NEC 2014 HANDBOOK 215.2(A)(4) WHERE APPLICABLE
MODEL Q.PEAK DUO MODEL IQ7-60-2-US WIRE RUN V'P I'P R L (FT) VD % Vo WIRE SIZE momentumBLK-G5 315
MAX POWER 315W
MAX OUTPUT POWER 240W BRANCH TO ]-BOX 240.00 13 1.98 85.58 4.406 1.84% 12 AWG SOLAR
OPEN CIRCUIT VOLTAGE 40.29V OPEN DC VOLTAGE 48V ]-BOY: TO LOAD o240.00 26 1.24 50.00 3.224 1.34/0 10 AWG
NOMINAL AC VOLTAGE 240V CENTER PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR
MPP VOLTAGE 33.46V 325 HIGH STREET, METUCHEN, NJ 08840
LOAD CENTER TO AC' (732) 902-6224
SHORT CIRCUIT CURRENT 9.89q MAX AC CURRENT 1A DISCONNECT 240.00 32.5 0.778 3.00 0.152 0.06% 08 AWG MOMENTUMSOLAR.COM
MPP CURRENT 9.41A CEC INVERTER EFFICIENCY 97% AC DISCONNECT TO
240o STRUCTURAL
NUMBER
OF MODULES 26 NUMBER OF INVERTERS 26 INTERCONNECTION .00 32.5 0.491 10.00 0.319 0.13/0 06AWG ENGINEERING UL1703
COMPLIANT YES UL1703 COMPLIANT YES SUB
PANEL # OF MODULES PV BREAKERTHIS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2017 PERBRANCHBREAKER
SIZE IFLORIDA BUILDING CODE AND THE 2014 NATIONAL ELECTRICAL CODE ,`p. .• UP
TO 16 20A 'Q,O
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MICRO -INVERTERS EXISTING SQUARE D BRANCH
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CUSTOMER INFORMATION
SOLADECK
10A
BREAKER JPOWER RAZIBUL (SLAM
JUNCTION (ENVOY)
7-GROUND 102 SPLITLOG
PLACE 40A FUSES -
SANFORD, FL, 32771 TERMINATION CAP
1 BOX 2A-B 20A BREAKER (A) 3 4 EXISTING 150A (770) 771-4663 INSTALLED ON
20A BREAKER (
B) EXTERIOR MAIN PV SYSTEM DISCONNECT ENDOF
CABLE 150A BREAKER INFORMATION SYSTEM SIZE (
DC): 8.19 KW 26 MODULES:
HANWHA Q.PEAK DUO BLK-G5
315 26 INVERTERS:
ENPHASE IQ7-60-2-US Wire Temp.
Wire Temp. Conduit Derated Inverter NOC NEC
Design Ground Ground Wire Wire TagConduitWireQtyGaugeWireTypeRatingAmpacity (
A) Derate Fill Derate Ampacity (A) Qty (A) Correction Current (
A) Size Type PROJECT INFORMATION 1 OPEN
AIR 2 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 13 1 1.25 16.25 12 AWG Trunk Cable INITIAL DATE: 10/12/2018 DESIGNER: TI REV: DATE:
DESIGNER: 2A 1"
PVC 2 10 AWG THWN-2 90°C 40 0.96 0.8 30.72 13 1 1.25 16.25 08 AWG THWN-2 REV: DATE: DESIGNER: 26 1"
PVC 2 10 AWG THWN-2 90°C 40 0.96 0.8 30.72 13 1 1.25 16.25 08 AWG THWN-2 ELECTRICAL 3
1"
PVC 3 08 AWG THWN-2 75°C 50 0.96 1 48.00 26 1 1.25 32.50 08 AWG THWN-2 4 1"
PVC 3 06 AWG THWN 2 75°C 65 0.96 1 62.40 26 1 1.25 32.50 THWN-2 PV-4
ELECTRICAL NOTES:
1. ALL CALCULATIONS FOR VOC, VMAX, IMP AND ISC HAVE BEEN
CALCULATED USING THE MANUFACTURED STRING CALCULATOR BASED ON
ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE COEFICIENTS.
2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120
paragraph C). THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG
USING #6 BARE COPPER WIRE.
3. THIS SYSTEM COMPLIES WITH NEC 2014
4. BRANCH CIRCUIT CALCULATION FOR WIRE TAG 1 DISPLAYS THE
LARGEST BRANCH CIRCUIT IN SYSTEM. OTHER BRANCH CIRCUITS
WILL HAVE LOWER DESIGN CURRENT THAN THE ONE SHOWN.
IN ADDITION, VOLTAGE DROP CALCULATIONS FROM PANELS TO
THE COMBINER BOX WILL BE SHOWN IN A SIMILAR FASHION
5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2014 ARTICLE 310
6. ALL EQUIPMENT INSTALLED IS RATED AT 90°C
7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM
EQUIPMENT DATASHEET
8. CONTRACTOR RESPONSIBLE FOR COMPLYING WILL ALL LOCAL OR
NATIONAL CODE REQUIREMENTS AND EQUIPMENT INSTALLATION
INSTRUCTIONS
9. EACH MODULE MUST BE GROUNDED ACCORDING TO SUNMODULE USER
INSTRUCTIONS
10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(D)
11.PER NEC 690.17, 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 690.64
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
DC.
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 310.8 (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(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.
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 WILL BE ENERGIZED IN THE OPEN POSITION IN THIS AC
MODULE SYSTEM 690.17, 690.6.
31. WHERE APPLICABLE: INTERCONNECTION SHALL COMPLY WITH 705.12(D)(3),
705.12(D)(2)(3)(B), 705.12(A) AS PERMITTED BY 230.86(6)
TABLE 1:
MAKE MODEL VOLTAGE CONDUCTOR CONDUCTOR
RATING RANGE MAIN RANGE TAP
ILSCO IPC 4020 600 V 4/0-4 AWG 6-14 AWG
ILSCO IPC 4006 600 V 4/0-2 AWG 2/0-6 AWG
FIGURE 1:
1.Adjust the connector 2.Put the branch wire 3.Insert the mein wire,if there are
nut to suitable location Into the capsheath fully two lays of insulated lay In the main
cables,should strip a certain length
of the first Insulated lay from inserted
4.Turn the nut by hand,and S.Screw the nut with the sleeve 6.Screw the nut continually until the
fix the connector In suitable spanner. top part Is cracked and dropped down.
location
2 q • -
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SOLAR
PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR
325 HIGH STREET, METUCHEN, NJ 08840
732) 902-6224
MOMENTUMSOLAR.COM
STRUCTURAL
O F F
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F' D A G\
SOLAR CONTRACTOR
CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR
LICENSE NUMBER: CVC57036
MOMENTUM SOLAR
5728 MAJOR BLVD. SUITE 307
ORLANDO FL. 32819
INFORMATIO
RAZIBUL ISLAM
102 SPLITLOG PLACE
SANFORD, FL, 32771
770) 771-4663
PV SYSTEM
INFORMATIO
SYSTEM SIZE (DC): 8.19 KW
26 MODULES: HANWHA Q.PEAK DUO
BLK-G5 315
26 INVERTERS: ENPHASE IQ7-60-2-US
PROJECT INFORMATION
INITIAL DATE: 10/12/2018 DESIGNER: TI
REV: DATE: DESIGNER:
REV: DATE: DESIGNER:
ELECTRICAL
PV-4.1
TAG LABEL QUANTITY LOCATION NOTE EXAMPLES
momentum
SOLAR
OPANEL1MAIN SERVICE POINT OF INTERCONNECTION AI• O
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PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR
325 HIGH STREET, METUCHEN, NJ 08840
732) 902-6224
MOMENTUMSOLAR.COM
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STRUCTURAL
ENGINEERING
RNINGzEWA-A! WARNING
PHOTOVOLTAIC - • •
THIS • EQUIPMENT • FED •
ALL OVERCURRENT DEVICES, EXCLUDING
MAIN SUPPLYPHOTOVOLTAICSYSTEMOVERCURRENTDEVICE, SHALL NOT
EQUIPPED
RAPI. SHUTDOWN
1 COMBINER BOX 1 AT ANY JUNCTION BOX OR DC
COMBINER IF USED OF FL
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SHOCKzj\WARNING'
ELECTRICAL -.
NOT TOUCH TERMINALS
1 JUNCTION BOX 1 AT ANY JUNCTION BOX OR DCDOCOMBINERIFUSED
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TERMINALS ON BOTH LINE AND
SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
PHOTOVOLTAIC AC DISCONNECT I\WARNING SOLAR CONTRACTOR
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OPERATING CURRENT26.00A
SHOCKELECTRICAL -
NOT TOUCHMOMENTUM
OPERATION V•LTAGE 264V TERMINALS ON BOTH LINE AND
OPEN -POSITION
PHOTOVOLTAIC SYSTEM
325 HIGH STREET
1 AC DISCONNECT
1 OF EACH AT FUSED AC
DISCONNECT
COMPLETE VOLTAGE AND
CURRENT VALUES ON
DISCONNECT LABEL
AC DISCONNECTORLANDO
mOe
ter"
CAMERON CHRISTENSEN
CERTIFIED SOLAR CONTRACTOR
LICENSE NUMBER: CVC57036
SOLAR
5728 MAJOR BLVD. SUITE 307
FL. 32819
CUSTOMER
INFORMATION
RAZIBUL ISLAMMETUCHEN, NJ 08840
t--WARNING-;
732-902-6224 p 102 SPLITLOG PLACE
SANFORD, FL, 32771
PV SYSTEMLINESIDETAPztWARNING
INFORMATION
O
DUAL POWER SOURCE
SYSTEM
1 MAIN DISCONNECT
PANEL
1 OF EACH AT BUILDING MAIN
DISCONNECT PANEL
SYSTEM SIZE (DC): 8.19 KW
26 MODULES: HANWHA Q.PEAK DUO
BLK-GS 315
r
26 INVERTERS: ENPHASE IQ7-60-2-US
RATED AC OPERATING CURRENT2600A-
r, FO PROJECT INFORMATION
INITIAL DATE: 10/12/2018 DESIGNER: TI
REV: DATE: DESIGNER:
O
AWARNING
CE
SECOND SOURCE PHOTOVOLTAICWER •-EQUIPMENT
SYSTEM
1 UTILITY METER 1 AT UTILITY METER
t It10.61 M.L
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DUAL LABELS
PV-4.2
Daniel W. DUnzik Architect LEED-AP
370 Burnt Hill Rd. Skillman, NJ. 08558 908-872-3664
Studiogdesign@comcast.net
October 11, 2018
Sanford, FL
Attn: Construction Official
Re: Proposed Photovoltaic Solar Panel Installation
Razibul Islam
102 Splitlog Pl.
Sanford, FL 32771
Dear Sir:
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 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 is constructed of 2"x4" wood trusses
@ 24" O.C. spanning 12'11" with a top chord length of 20'3" with intermediate supports at
1/4th points making the effective longest span 5'6" with 1/2" OSB plywood sheathing. The
new array (See Site map by contractor) will add 2.63 Lb. / Sf. overall to the roof. No additional
structure support is required for the existing roof structure.
2. The system shall be secured to the roof using the "Ecofasten Solar" "Rock -IT" ® attachment
system. The installation shall be in strict compliance with manufacturers printed instructions.
The attachment system shall be UL 1703 approved tested. The attachments shall be min. 5/16"
x 4" long stainless -steel lags with a min. embedment of 3.25" into the rafters. Attachments shall
be @ 48" o.c. Max. in roof wind zone 1 and @ 24" o.c. Max. in roof wind zone 2 and 3 lags to
alternate rafters. 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.
Structural Design Loads per ASCE 7-10
Dead Loads = 10 psf (+2.6psf, New Solar Panels) = 12.6 psf.- Live Load =20psf
Total dead weight on attachment = 19Lb. Max.
Ch. 30 Wind Loads Components and Cladding
windloads = 140 mph Exposure B zone 1=+/- 31.4 psf., Zone 2&3=+/-77.7psf.
Area of Panels largest array = 452.4sf
Tributary area panels/attachment max. 452.4sf/ 56min = 8sf.
Min Number of Attachments =56.
Wind pressure 31.4 x Area 452.4/ 56 No. Attachments = 627
TABLE 10.3.1 NDS Pull out strength of 5/16"x4" lags in rafter =W'= WxCdxCt=266lbs/in
embedment x 3.25"embedment = 864.5 xl.6Cd x1.00t = 1,383 Lbs Max. > 6271bs/attachment
Daniel W. Dunzik Architect LEED-AP
370 Burnt Hill Rd. Skillman, NJ. 08558 908-872-3664
Studiogdesigns@comcast.net
OK
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 warrantee.
5. Florida Administrative Code, 2017 Florida Building Code - Residential Sixth Edition,
ASCE-7-10, 2017 Florida Building Code — Energy Conservation, Sixth Edition, 2014 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.
If you have any questions relating to this matter, please contact me at your earliest
convenience. Thank you.
OF• Ft O
AR98795 ••
FRED A G
Daniel W. Dunzik, RA. LEED-AP
FL. Lic. No. AR98795
Digitally signed by: Daniel W.
Dunzik
DN: CN = Daniel W. Dunzik email
STUDIOGDESIGN@COMCAST.
NET C = AD O = RA. LEED-AP
OU = FI. Lin. No.AR98795
Date: 2018.10.11 15:19:31-05'00'
Daniel W. Dunzik Architect LEED-AP
370 Burnt Hill Rd. Skillman, NJ. 08558 908-872-3664
January 29, 2018
Building Department
Attn: Plan Reviewer
Re:Proposed Photovoltaic Solar Panel Installation
Dear Sir:
I have reviewed the following documents related to the " EcoFasten Solar" ROCK -IT SYSTEM 4.0 and
certify that the attachment system when installed in strict compliance with the manufacturers
Installation Manual appropriate for this application and is in compliance with the latest building codes
including Florida Administrative Code, 2017 Florida Building Code - Residential Sixth Edition,
ASCE-7-10, 2017 Florida Building Code — Energy Conservation, Sixth Edition, 2014 National
Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or
enacted by law. I make this certification for the following listed documents:
1. ROCK -IT SYSTEM 4.0 Installation Manual
2. PZSE, Inc Structural Engineers Certification,
3. EcoFasten Solar Certificate No. US 82150026
4. ROCK -IT SYSTEM 4.0 Cut Sheet for Coupling, Hybrid Coupling, and Mount.
If you have any questions relating to this matter, please contact me at your earliest
convenience. Thank you.
Daniel W. Dunzik, RA. LEED-AP
Fl. Lic. No. AR98795
Digitally signed by: Daniel W.
Daniel Dunzik
DN: C14 = Daniel W. Dunzik
mZil
studiggdesign@comcast.netDunzik
C = AD O = Lic No AR98795
OUA- Architect
Date: 2018.01.2918:19:36 -
05'00'
GFfi
IEL W -c
AR98795
powered by
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The new iA. PEAK DUO BLK-G5 solar module from Q CELLS impresses with
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method B (-1500V, 168h)
See data sheet on rear for further
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OCELLS
SPECIFICATIONMECHANICAL
Format 66.3;n x 39.4 n x 1.26in (including ttame)
1685mm x 1000mm x 32mm)
Willi" 41.21bs (18.7 kg)
Front Cover 0.13 in (3.2mm) thermally pre -stressed glass with anti -reflection technology
Back Cover Compos to filmM-
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Cell 6 x 20 monocrystalline Q.ANTUM solar half -cells ro
Junction box 2.76-3.35 n x 1.97-2.76in x 0.51-0.83 n
70-85mm x 50-70rrm x 13-21 mm), decentralized, IP67
Cable 4mm' Solar cable; (+)x43,3in(IICOmm),(-)t43.3in0100mm) 1 Flx•w«.p n4, 1 a
I Connector
Multi -Contact MCA, IP68 ELECTRICAL
CHARACTERISTICS H
aae•
au..rT Inwnaea POWER
CLASS 300 305 310 315 320 MINIMUM
PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE 5IN /-0 W) Power
A( MPP P.,e (W) 300 305 310 315 320 Short
c)rcult Currem I„ IA] 9.72 9.78 9.83 9.89 9.94 EopenCircuitVoltageV. IV] 39.48 39.75 40.02 40.29 40.56 Curren!
at MPP I[A) 9.25 9.31 9,36 9.41 9.47 Voltage
at MPP V,., IV] 32.43 32.78 33.12 33.46 33.00 Efficiency'
11 l l 217.8 z18.4 218.7 219.0 MINIMUM
PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT' Pd1111
al MPP P.. IW1 224 1 227.8 231.6 235.3 239.1 E
Short Circuit Curro it I„ IA) 7.83 7.88 7.92 7.97 8.01 open
clrcun raNage V„ IV] 37.15 37.40 37.66 37.91 38.17 Current
n MPP I[A] 7.28 7.32 7.37 7.41 7.45 Wilhite
at MPPV.,« IV] 30.78 31.11 31.44 31.76 32.08 Measurement
tolerances P«„3%;1,•,Vas5A dSTC, 1000fiVi21 AM 1.543accerdlna to IEC 60904-3 '800111 NMOT, spectrum AM i 5C 0
CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE 0'•
At least 98%atnominal power during first yeasT-"- Thereafter max.
0.54% degradation per year i At least
93 1 % M nominal power up to 10 years. 5 Atleast65 % of nominal power up to 25 years. o r
s•-"-"------ Alldata
within measurernert tolerances, N _' ' ! j Full warranties
in accordance with the warranty ! r terms of
the Q CELLS sales organizattor of your respective 8
ccuntry. w ! ! -r ' •• w w
w w See MaA/UNCE
IWAm9 e • a
1D ' Typical module performance under low irradiance conditions in Yp comparisontc
STC conditions (25°C, 1000Whn'1. TEMPERATURE COEFFICIENTS
Temperature Coefficient
of I„ a [%/Kl +0.04 Temperature Coefficient W Ya_ P [%/Kl -0.28 Temperature Coefficient
of P.,, y [%/K] -0.37 Normal Operating Module Temperature NMOT [IF] 109 m5.4 (43 f3«C) PROPERTIES1 DESIGN
Maximum system
Voltage Vs,,, (V] 1000 (IEC) ! 1000 (UU Satiny Class II Maximum Series
Fast Rating (A DCl 20 Fire Rating C (IEC) / TYPE 1 (UL) Max Design
Load, Push Jr Poll (Ii (les/fl 1 75 (3600 Pa) 155 (2667 Pa) hrmNtad module tomperaluire -40°F up to +185°F on continuous"
1-40°C up 1o+85°C) Max Test
Lead, Posh/Pull (ULF IIYe1N'1 113 (5400Pal 184 (4000Pa) ' See Installation manual OILIALIFICATIONS AND
CERTIFICATES PACKAGING INFORMATION UL 170.
9; VIDEMaPty Tsted; CE-comp!lant; Number n Mpddes Per Pellet 3P IEC 61215:2016; IEC 61730:2016, App.'icatlon class A Number of
Pallets par 53' Trader 30 pvE /e (
ores
Number of Pallets pru 40' High Cube Cantinri 26 C v
Pallet Oifeensions (L x W x H) 69+3 in x 45 3 in x 46.9In 1.cUS1760mmx
1150mm x 7190mm) Pallet Weight
1415lbs (642 kg) NOTE! Instal
ation instructions must be followed. See the instailst!on and operating manual a contact our technical service department for further information on approved installation and use of thisproduct. Hassle 2
CELLS AmericaInc. 300 SPectnm
Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL 4.1 949 748 59 96 1 EAtAII inquiry®cs.or cans. cam ! WED www.q-ce!Is.us
Data Sheet
Enphase Microinverters
Region. AMERICAS
Enphase
IQ 7 and IQ 7+
Microinverters
The high-powered smart grid -ready
Enphase IQ 7 Micro"' and Enphase IQ 7+ Micro'"
dramatically simplify the installation process while
achieving the highest system efficiency.
Part of the Enphase IQ System, the IQ 7 and
IQ 7+ Microinverters integrate with the Enphase
IQ Envoy', Enphase IQ Battery"", and the Enphase
Enlighten"" monitoring and analysis software.
IQ Series Microinverters extend the reliability
standards set forth by previous generations and
undergo over a million hours of power -on testing,
enabling Enphase to provide an industry -leading
warranty of up to 25 years.
Easy to Install
Lightweight and simple
Faster installation with improved, lighter two -wire cabling
Built-in rapid shutdown compliant (NEC 2014 & 2017)
Productive and Reliable
Optimized for high powered 60-cell and 72-cell* modules
More than a million hours of testing
Class II double -insulated enclosure
UL listed
Smart Grid Ready
Complies with advanced grid support, voltage and
frequency ride -through requirements
Remotely updates to respond to changing
grid requirements
Configurable for varying grid profiles
Meets CA Rule 21 (UL 1741-SA)
The IQ 7+ Micro is required to support 72-cell modules.
To learn more about Enphase offerings, visit enphase.com EN PHAS E.
Enphase IQ 7 and IQ 7+ Microinverters
INPUT DATA (DC) IQ7-60-2-US / IQ7-60-B-US IQ7PLUS-72-2-US / IQ7PLUS-72-B-US
Commonly used module pairings' 235 W - T5DW+ 235 W 440 W + Module
compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum
input DC voltage 48 V 60 V Peak
power tracking voltage 27 V - 37 V 27 V - 45 V Operating
range 16 V - 48 V 16 V - 60 V Min/
Max start voltage 22 V / 48 V 22 V / 60 V Max
DC short circuit current (module Isc) 15 A 15 A Overvoltage
class DC port II II DC
port backfeed current 0 A 0 A PV
array configuration 1 x 1 ungrounded array; No additional DC side protection required; AC
side protection requires max 20A per branch circuit OUTPUT
DATA (AC) IQ 7 Microinverter IQ 7+ Microinverter Peak
output power 250 VA 295 VA Maximum
continuous output power 240 VA 290 VA Nominal (
L-L) voltage/range2 240 V / 208 V / 240 V / 208 V / 211-
264 V 183-229 V 211-264 V 183-229 V Maximum
continuous output current 1.0 A (240 V) 1.15 A (208 V) 1.21 A (240 V) 1.39 A (208 V) Nominal
frequency 60 Hz 60 Hz Extended
frequency range 47 - 68 Hz 47 - 68 Hz AC
short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum
units per 20 A (L-L) branch circuit' 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) Overvo
tage class AC port III III AC
port backfeed current 0 A 0 A Power
factor setting 1.0 1.0 Power
factor (adjustable) 0.7 leading ... 0.7 lagging 0.7 leading ... 0.7 lagging EFFICIENCY
@240 V @208 V @240 V @208 V Peak
CEC efficiency 97.6 % 97.6 % 97.5 % 97.3 % CEC
weighted efficiency 97.0 % 97.0 % 97.0 io 97.0 %, MECHANICAL
DATA Ambient
temperature range 400C to +65°C Relative
humidity range 4%to 100% (condensing) Connector
type (IQ7-60-2-US & IQ7PLUS 72-2-US) MC4 (or Amphenol H4 UTX with additional Q-DCC-5 adapter) Connector
type (IQ7-60-B-US & IQ7PLUS-72-B-US) Friends PV2 (MC4 intermateable). Adaptors
for modules with MC4 or UTX connectors: PV2
to MC4: order ECA-S20-S22 PV2
to UTX: order ECA-S20-S25 Dimensions (
WxHxD) 212 mm x 175 mm x 30.2 mm (without bracket) Weight
1.08 kg (2.38 Ibs) Cooling
Natural convection - No fans Approved
for wet locations Yes Pollution
degree Enclosure
Environmental
category / UV exposure rating PD3
Class
II double -insulated, corrosion resistant polymeric enclosure NEMA
Type 6 / outdoor FEATURES
Communication
Power Line Communication (PLC) Monitoring
Enlighten Manager and MyEnlighten monitoring options. Both
options require installation of an Enphase IQ Envoy. Disconnecting
means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect
required by NEC 690. Compliance
CA Rule 21 (UL 1741-SA) UL
62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES-0003 Class B, CAN/
CSA-C22.2 NO. 107.1-01 This
product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-
2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and
DC conductors, when installed according manufacturer's instructions. 1.
No enforced DC/AC ratio. See the compatibility calculator at hnps://ennhase.com/en-us/support/module-compatibility_. 2.
Nominal voltage range can be extended beyond nominal if required by the utility. 3.
Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. To
learn more about Enphase offerings, visit enphase.com v EN PHAS E. tD
2018 Enphase Energy. All rights reserveo. All trademarks or branos used are the property of Enphase Energy, Inc 2018-
05-24
Cut Sheet - Rock-It-4.0-Coupling
1. Installation to be completed in accordance with manufacturer's written specifications and installation instructions.. 2. See spec sheet or contact manufacturer for detailed material, finishes, and configuration options. 3. Contact manufacturer for detailed layout.
4. Do not scale drawings.
5. Subject to change without notice.
7.00in
177.80mm
i
2.02in
51.38mm IT
i 32mm
3.17in
80.54mm
2.14in
r54.37mm awl
35mm
2.34in d
59.36mm;
i 40mm
SNOAUINE
4741 W Polk Stree Ste. 4UARDS'' 'XOFasten Solar'
Phoenix, AZ 85043
Toll Free Phone 1.888.766.4273 Toll Free Phone 1.877.859.3947 Material: See Spec SheetTollFreeFax1.888.766.9994 Toll Free Fax 1,888,766.9994
Scale: 1:4 6/28/2017 ASG: - EFS: x
Cut Sheet - Rock-It-4.0-Hybrid Coupling
1. Installation to be completed in accordance with manufacturer's written specifications and installation instructions.
2. See spec sheet or contact manufacturer for detailed material, finishes, and configuration options.
3. Contact manufacturer. for detailed layout.
4. Do not scale drawings.
5. Subject to change without notice.
3.16in
0 ® [80.29 m m]
7.00in
177.80mm
I
2.02in
151 .38mm
s 32mm
2.14in
L54.37mm_ a:-
35mm
I 5.00in
127mm]
2.34in
159.36mmi
i 40mm
WSNXGUARDS';i
LE 4741 W Polk Street Ste. 4oFastenSolarz' Phoenix, AZ 85043
Toll Free Phone 1.888.766.4273 Toll Free Phone 1.877.859.3947 Material: See Spec Sheet
Toll Free Fax 1.888.766.9994 Toll Free Fax 1.888.766.9994
Scale; 1:1 6/28l2017 ASG: - EFS: x
pOCK-IT
SYSTEM`4.O
RAIL -FREE RACKING
UTILIzes ECOFasTen SOLars PaTenTeD TeCHnOLOGt
A
aEcoFasten Solar
La
IU4>EcoFas
0 Committed b
Document Date: 9.8.2017
Contents
Pg. 1 Assets of Design
Features
System Components
Pg• 2 Rock -It 4.0 Mount Assembly
Rock -It 4.0 Coupling Assembly
Pg• 3 Rock -It 4.0 Hybrid Mount Assembly
Rock -It Clip SS Assembly
Rock -It Clip 2.0 Assembly
Pg. 4 Array Layout
GreenFasten Flashing Install
Pg• 5 Rock -It System 4.0 Install
Pg. 6 Ground Lug Install
Pg• 7 Rock -It Clip SS Install
Rock -It Clip 2.0 Install
Pg. 8 -12 Standoff Spacing Tables
Snow Load 0-20 psf
Snow Load 21-30 psf
Snow Load 31-40 psf
Snow Load 41-50 psf
Snow Load 51-60 psf
Pg. 13 Grounding Information
Bonding Assembly and Bonding Path
Pg. 14 Thermal Expansion and Bonding
Bracket Spacing
Staggered Layout
Cantilever
Pg. 15-16 System Specifications
Evaluated, Compatible Modules
ROCK -IT SY STeM 4.0
Designed with the Installer In mind.
EcoFasten Solar specializes in solar roof attachments that are fast and easy to Install, straightforward, secure and
cost-effective. EcoFasten offers a wide variety of standard products as well as custom solutions, for a one -stop source
for all of your rooftop anchoring needs. Products are rigorously tested and approved above and beyond industry
standards in-house and by third party agencies. EcoFasten's patented conical sealing system has been In
service in the snow guard and solar industries for two decades.
FeaTu res
New and improved design
Fastest, easiest to level system on the market
Integrated electrical bonding
SIMPLE- only 4 components
North -South adjustability
Only one tool required (1/2"deep well socket)
Vertical adjustment of 3"-40
SYSTem comPonenTS* - reouireD
Opp
yv
ROCK -IT SLIDe ROCK -IT 4.0 ROCK -IT 4.0 COLIPLInG
4' For COMP sHInGLe MounT & LoaD BeannG FOOT8' For TILe
SYSTem componenTS* - oPTIonaL
ROCK -IT CLIP SS
ReFer TO PG. 6)
ROCK -IT 4.0
H jBrID mounT
ReFer TO PG. 5)
ROCK -IT CLIP 2.0
ReFer TO PG. 6)
ROCK -IT 4.0
Array SKIrT
A
ItC,EcolFasten Solar®
EcoFasten Solar products are protected by the following U.S. Patents:
8,151,522 8,153,700 8,181,398 8,166,713 8,1446,299
ROCK -IT 4.0 6,209,914 8,245,454 8,272,174 8,225,557 9,010,038
Ariag 5K I rT 9,134,040 9,175,478 9,212,833
EnD Caps
cenD caws come
Pre-n, STaL.Leo on EaST
eno of sKirT secrionsl
Components for use with 32mm modules are available as special order. Components for use with 32mm modules are labeled as such on
system packaging. Please refer to evaluated, compatible modules grid on page 15 to identify system compatible 32mm modules.
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 1
IV-0- o1j)
ROCK -IT 4.0 MOl. nT ASseM BLS
NOTe: ITeMS 1-7 SHIP assemBLeD
1 5/16"-18 x 1.75" Hex Serrated Flange Bolt 300 Series SS
2 Rock -It 4.0 Mid -Clamp 6000 Series AL
3 Rock -It 4.0 Shelf 6000 Series AL
4 Flange Level Nut 300 Series SS
5 Rock -It 4.0 Tie Plate 6000 Series AL
6 Rock -It Pedestal 6000 Series AL
7 5/16"-18 x 3/8" Hex Serrated Flange Bolt 300 Series SS
8 3/8" ID Star Washer 300 Series SS
9 3/8"-16 x 3" Hex Tap Bolt 300 Series SS
ROCK -IT SLIDes are accePTaBLe BraCKeTs For
Use WITH ROCK -IT 4.0 (SOLD separaTeLY )
ROCK -IT 4.0 COUPLING asse i1BLY
NOTe: ITems 1-3 SHIP assemBLeD
1 5/16"-18 x 1.75" Hex Serrated Flange Bolt 300 Series SS
2 Rock -It 4.0 Coupling Mid -Clamp 6000 Series AL
3 Rock -It 4.0 Coupling Shelf 6000 Series AL
4 Rock -It Load Bearing Foot Clip
5 Rock -It Load Bearing Foot Base
I
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 2
ROCK -IT 4.0 HYBRID MOI. nT ASseMBL9
NOTe: ITems 1-lo SHIP assemBLeD
ROCK -IT CLIP SS AssemBL-Y
NO,Te: _0MS 1-3 SHIP assemBLeD
1 Stainless Steel Carriage Bolt - .313-18X.75
2 Rock -It Clip SS
3 Stainless Steel Flange nut .313-18
2
1 Rock -It 4.0 Shelf 6000 Series AL
2 Rock -It 4.0 Coupling Mid -Clamp 6000 Series AL
3 Rock -It 4.0 Coupling Tie Plate6000 Series AL
4 Flange Level Nut 300 Series SS
5 Rock -It Pedestal 6000 Series AL
6 Rock -It Slide 6000 Series AL
7 3/8"-16 x 3" Hex Tap Bolt 300 Series SS
8 3/8" ID Star Washer 300 Series S
9 5/16"-18 x 3/8" Hex Serrated Flange Bolt 300 Series SS
10 5/16"-18 x 1.5" Hex Serrated Flange Bolt 300 Series 55
ROCK -IT CLIP 2.0 ASseMBLY
NOTe: ITemS 1-3 SHIP assemBLeD
1 Rock -It Clip 2.0 I
2 Stainless Steel Flange nut .313-18
3 Bolt .3125-18xlx1-5
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 3
Arra-Y LayouT
Find the required structural attachment points.
Mark these using a vertical (N-S) chalk line on the
center of the rafters.
Spacing may vary depending upon project specific
structural requirements; i.e. high snow and wind
load areas may require lesser bracket spacing in
the E-W axis vs. the maximum spacing. Max spacing
is 48"for portrait orientation and 72"for landscape
orientation. Consult project layout diagram for
project specific bracket spacing on the roof.
Install Rock -It Mounts to predetermined mount
spacing.
The Rock -It Array Skirt sections are the width of a typical 60 cell
module — use the Rock -It Array Skirt as a guide to lay out module
placement.
Note: The distance between the rows of mounts is calculated by the module dimension N-S plus 1 3/8"
35mm). Lag screw should be installed as close to center of exposed shingle as possible. The minimum
distance between the lag screw and the edge of the shingle is 1 /2".
GreenFaSTen` FL_aSHinG InSTaLL
vertical lines to mark the installation
position for each GreenFasten flashing.
2 Drill a pilot hole (1/4' diameter) fort he lag bolt. BackfiII with sealant. EcoFasten Solar
recommends an EPDM mastic.
3 Insert the Flashing so the top part is under the next row of shingles and pushed far
enough up slope to prevent water infiltration through vertical joint in shingles. The
leading edge of flashing must butt against upper row of nails to prevent turning
when torqued.
4 Line up pilot hole with GreenFasten flashing hole.
Insert the lag bolt through the EPDM bonded washer, the Rock -It slide, the gasketed
hole in the flashing and into the rafter.
Torque: The range is between 100-140 torque inch -pounds depending on the type
of wood and time of year. The visual indicator for proper torque is when the EPDM
on the underside ofthe bonded washer begins to push out the sides as the washer
compresses. If using an impact wrench to install the fasteners be careful not to over
torque the fastener. You may need to stop and use a ratchet to finish the install.
The Engineer of Record shall check capacity of rafter to support lag screw loading.
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 4
ROCK -IT SYSTeM 4.O inSTaLL
liiiw 7
Fig. A
I Install EcoFasten Solar Flashing with Rock -It Mounts
Follow ECOFastrvt SOW Install Mstnxtlom forflashing andbracket install (GreenFasten shownabove).
Optimum vertical distance between lag belts Is 13/8* plus module dimension
Set mounts on eave most row so that the RodNt Pedestal Is on the South end of Rock-tt Silos.
Set mounts on al I upper rows so that the Rock -It Pedestal Is on the North end of Rode -It Slide.
2 Install Rock -It Array Skirt onto Eave MountsSlideRock -It Array Skirt Into front channel on Rock -It Shelf.
Array Skirt End Caps are pre -Installed on the East end of each skirt section, and are used to couple the skirt sections where needed (see Fig. A). Tighten Mid -Clamp bolt, damping Rock-4t Array Skirt to mount. Torque to 200 inabs. (130 in-lbs. when installing with 32mm modules). Install Rock -It Couplings (when joining 4 panels with a Coupling, the use of a load bearing foot Is required) 3-4 Prior to mounting on the roof, snap Load Bearing Foot Into the bottom ofRock -it Coupling If required.
Each Load Bearing Foot is set to same height as the Rock -It Mounts - adjust accordingly)
On eave row only, slide Rock -It Array Skirt onto Rock -It Coupling Shelf. Torque to specified value -
NOTE: If a coupling lands on a rafter, the Hybrid Mount' should be used In place of the Rock It Coupling (refer to image 3a).
Hybrid Mount can be made In the Held by assembling a coupling to a mount pedestal, or by purchasing separately.
Align and Straighten First Row of the Rock -It System with Rock -It Array Skirt5UseNorth -South adjustment of the Rock -It Pedestal to straighten Rock4t Array Skirt and align module with Array Skirt.
Torque screw on side of Rock-ft Pedestal to 150 In-lbs to secure It to the Rocket Slide.
Adjust Flange Level Nut to level the system (optional - can be leveled during or after Installation).
6_(] Install 1st Row of PV Modules
77 Slide upslope Rock -It Mounts down to engage top offirst module.
Install Rock -It Couplings on the upslope side of 1st row ofpanels.
Torque 2nd row of Mld{lamps on Rock4t Mounts and Rode -ItCouplings to spedfied value.
Install balance of PV modules, ensuring that the Rock -It Pedestals are in the appropriate position, then torque Mid -Clamps to secure modules.
10 Level the Rock -It System
When assembly is complete, level the entire system by adjusting Flange Level Nuts (Flange Level Nuts have notorque value).
Height between roof surface and underside of modules should be 3•or less, when installed with Type 2 modules.
INSTALLATION NOTE: Modules should be Installed so that the junction box is installed upslope, away from the leading edge of the array.
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
GrounDinG LUG InSTaLL
1 2 3
Necessary Components:
One of the following ground lugs (or any UL 2703 compliant ground lug):
Burndy CL50-1TN Ground Lug (UL 2703 - E351343 / UL 467 - E9999)
ILSCO SGB-4 Ground Lug (UL 2703 - E354420 / UL 467 - E34440)
ILSCO GBL-4DBT (UL 2703 - E354420 / UL 467 - E34440)
ILSCO GBL-4DBTH (UL 2703 - E354420 / UL 467 - E34440)
ILSCO GBL-4SS (UL 2703 - E354420 / UL 467 - E34440)
Note: Drill and deburr hole in Ground Lug prior to installation
14 AWG - 4 AWG Copper Ground Wire* Torque Values:
8-32 x 0.5" Serrated Flange Head Bolt (300 Series SS) 14-10 AWG= 20 in-Ibs.
8-32 Serrated Flange Nut (300 Series SS) 8 AWG- 25 in-lbs.
11 /32" and 1 /4" wrenches or ratchets/sockets 6-4 AWG= 35 in-Ibs.
1 Insert the flange bolt into the module ground hole. Place Star Washer over bolt. Place ground lug over the bolt and
Star Washer, and turn to desired orientation.
2 Install Flange Nut.
3 Tighten Flange Nut/Bolt.
4 Place wire in Ground Lug channel and tighten set screw to complete assembly.
Wire should be sized in accordance with the National Electrical Code, NFPA 70, Section 690.45, and a minimum of
1/4"clearance required between bare copper wire and aluminum.
F.
Drill hole per grounding lug manufacturers
specifications in the upslope part of Rock -It Coupling
for attaching grounding lug.
Note: Deburr hole in Ground Lug and Rock -It Coupling prior to installation.
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 6
ROCK -IT CLIP SS inSTaLL
1 Locate all parts
k(tV ek Mokogirg Locatbns
Min IT
i . I nctor. Ao
Locate the Rock -It Clip SS, micro-inverter/power optimizer, and the section of the module frame in which
you will be mounting the micro-inverter/power optimizer.
See fig. A for acceptable mounting locations.
Install the Rock -It Clip SS
Slide the Rock -It Clip SS onto the lip of the module frame.
Slide the micro-inverter/power optimizer into the opposite lip ofthe Rock -It Clip SS. Tighten the bolt to 150 in -lb minumum to clamp the Rock -It Clip SS to the module frame and the
micro-inverter/power optimizer to the Rock -It Clip SS.
Ensure that the lip on the clip is tight against the frame and that the micro-inverter/power optimizer flange istightagainsttheclipflangetoavoidrotationduringtightening.
ROCK -IT CLIP 2.O InSTaLL
1 Locate all parts
Locate the Rock -It Clip 2.0, micro-inverter/power optimizer, and the section of the module frame in which youwillbemountingthemicro-inverter/power optimizer.
2 Install the Rock -It Clip 2.0 (See below detail)
Slide the Rock -It Clip 2.0 onto the lip of the micro-inverter/power optimizer.
Slide the micro-inverter/power optimizer into the opposite lip of the module frame.
Tighten the bolt to 150 in -lb to clamp the Rock -It Clip 2.0 to the module frame and the micro-inverter/poweroptimizertotheRock -It Clip 2.0.
Ensure that the lip on the clip is tight against the frame and that the micro-inverter/power optimizer flange is
tight against the clip flange to avoid rotation during tightening.
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
Snow Load 0-20 psf
Modules in Landscape
Wind Speed Exposure
Category
2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12
ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3
B 159 93 59
85 mph 110 mph C 114 67 42 88 88
91D965635 74 74
B 146 85 54
98 80 8090mph115mphC1046138
D 88 51 32 83 68 68
100 mph 125 mph
B
C
123
88
72
51
45
32
95
68
95
6883
D 74 43 27 70 57 57
110 mph 140 mph
B
C
98
70
57
41
36
26
93
66
76
54
76
54
D 59 34 22 56 46 46
120 mph 150 mph
B
C
85
61
50
36
31
22
81
58
66
47
66
47
D 51 30 19 49 40 40
oa.
spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff,
however the designer must round down to meet appropriate rafter spacing
2.) Maximum allowed spacing approved by EcoFasten Solar is 72"
3.) Maximum allowed standoff capcity = 547if (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module width of 40"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
Snow Load 0-20 psf
Wind Speed Exposure
Category
2:12 < Roof Pitch 6:12 7:12 < Roof Pitch 12:12
ASCE 7-06 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3
B 91 53 33
61 50 5085mph110mphC653824
D 55 32 20 52 42 42
B 83 49 30
56 46 4690mph115mphC593522
D 50 29 18 47 38 38
100 mph 125 mph
B
C
70
50
41
29
26
18
54
39
54
3947
D 42 26 15 40 32 32
B 56 33 20 53 43 43
110 mph 140 mph C 40 23 14 38 31 31
D 34 19 12 32 26 26
B 49 28 18 46 37 37
120 mph 150 mph C 35 20 12 33 27 27
D 29 17 10 28 22 22
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff
2.) Maximum allowed spacing approved by EcoFasten Solar is 48"
3.) Maximum allowed standoff capcity = 547# (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module length of 70"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in helght
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
Snow Load 21-30 psf
Modules in Landscape
Wind Speed
ASCE 7-05 ASCE 7-10
Exposure
Cate or
2:12 < Roof Pitch < 6.12 7:12 < Roof Pitch < 12:12
Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3
B 93 59
85 mph 110 mph C 67 42
D 96 56 35
B 85 54
90 mph 115 mph C 104 61 38
D 88 51 32
100 mph 125 mph
B
C
72
51
45
3288
110 mph
120 mph
140 mph
150 mph
D
B
C
D
B
C
74
98
70
59
85
61
43
57
41
34
50
36
27 57 57
36
26 66 54 54
22 56 46 46
31 66 66
22 58 47 47
D 51 30 19 49 40 40
Spacing Governed by Snow Load
1.) Values In above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff,
however the designer must round down to meet appropriate rafter spacing
2.) Maximum allowed spacing approved by EcoFasten Solar is 72"
3.) Maximum allowed standoff cepcity - 547# (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module width of 40"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering Is Included in this table
Snow Load 21-30 psf
1V uleb.
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff
2.) Maximum allowed spacing approved by EcoFasten Solar is 48"
3.) Maximum allowed standoff capclty = 547# (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module length of 70"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
Snow Load 31-40 psf
Modules In Landscape
Wind Speed Exposure 2:12 < Roof Pitch
Category Zone 1 Zone 2
6:12 7:12 < Roof Pitch < 12:12
ASCE 7-05 ASCE 7-10 Zone 3 Zone 1 Zone 2 Zone 3
B 59
85 mph 110 mph C 67 42
D 56 35
B 54
90 mph 115 mph C 61 38
D 51 32
B 45
100 mph 125 mph C 51 32
D 74 43 27
B 57 36
110 mph 140 mph C 70 41 26
D 59 34 22 46 46
B 50 31
120 mph 150 mph C 61 36 22 47 47
D 51 30 19 49 40 40
Notes:
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff,
however the designer must round down to meet appropriate rafter spacing
2.) Maximum allowed spacing approved by EcoFasten Solar is 72"
3.) Maximum allowed standoff capcity = 547# (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module width of 40"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
Snow Load 31-40 psf
Notes:
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff
2.) Maximum allowed spacing approved by EcoFasten Solar Is 48"
3.) Maximum allowed standoff capclty = 547# (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module length of 70"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
www,ecofastensolar.com info@ecofastensolar.com 877-859-3947 10
Snow Load 41-50 psf
Modules in Landscape
Wind Speed Exposure 2:12 < Roof Pitch
Cate o Zone 1 Zone 2
6:12 7:12 < Roof Pitch < 12:12
ASCE 7-05 JASCE 7-10 Zone 3 Zone 1 Zone 2 Zone 3
B 59
85 mph 110 mph C 42
D 56 35
B 54
90 mph 115 mph C 61 38
D 51 32
B 45
100 mph 125 mph C 51 32
D 43 27
B 57 36
110 mph 140 mph C 41 26
D 59 34 22 46 46
B 50 31
120 mph 150 mph C 61 36 22 47 47
D 51 30 19 49 40 40
Notes:
Spacing Governed by Snow Load
1.) Values In above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff,
however the designer must round down to meet appropriate rafter spacing
2.) Maximum allowed spacing approved by EcoFasten Solar Is 72"
3.) Maximum allowed standoff capcity = 547# (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module width of 40"
6.) Based on Risk Category Il (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is Included in this table
Snow Load 41-50 psf
Notes:
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing In Inches for pullout forces only on EcoFasten Solar standoff
2.) Maximum allowed spacing approved by EcoFasten Solar is 48"
3.) Maximum allowed standoff capcity = 547# (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module length of 70"
6.) Based on Risk Category 11 (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 11
Snow Load 51-60 psf
N()te5:
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff,
however the designer must round down to meet appropriate rafter spacing
2.) Maximum allowed spacing approved by EcoFasten Solar Is 72"
3.) Maximum allowed standoff capcity = 547# (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module width of 40"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is Included in this table
Snow Load 51-60 psf
Notes:
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff
2.) Maximum allowed spacing approved by EcoFasten Solar is 48"
3.) Maximum allowed standoff capcity = 547# (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module length of 70"
6.) Based on Risk Category 11 (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 12
GrounDinG inFormaTion
The rail -free Rock -It System may be used to mount and ground PV modules that comply with UL 1703, only when that specific module has been
evaluated for mounting and grounding, in compliance with the included installation instructions.
Note: Grounding lug must be visible to inspectors from the entire perimeter of the PV array.
Multiple Use Grounding Pins
Grounding pins within the Mid -Clamp are multiple use bonding/grounding devices. Modules will need to be adjusted if the Mid -Clamps are
loosened to ensure there is `new"metal to pierce into upon retightening.
Grounding Method
Rock -It 4.0 Mount bonds N-5 rows of modules
Rock -It 4.0 Coupling bonds E-W rows of modules
Rock -It Array Skirt bonds E-W along the entire array when installed
One Burndy CL50-ITN ground lug is required per PV array, limited to 300 modules placed in either portrait or landscape orientation.
BonDInG AssemBLY ante BonDInG PATH
Bond Path
Grounding Lug
trot (aaund",k
n"2 Tt, t,aC} gexratrtc rarth
QnuM
Rock-R Cc -aping
dock It Mount
Rock -It Array Skirt
Bond Path
Gruu.tdrng Lug
EQupmita GrountkngCondumr;EGG}
S. ityw -I,
rrot d
Rock-k Coup'In&
I Rock it Mum
Rock-R Array Skvt
Integrated Bonding
Bood Path
Ggroouppnnmding lug
uacr IEGQCrow, ECard
pntrary m mritrourM
I Rod -it Couylirg
I Rak-I; Want
kak-It Way Skirt
www.ecofastensolarcom info@ecofastensolar.com 877-859-3947 13
THermaL EXPansion anD BonDrG
A thermal expansion gap Is required per
each continuous 40' length of modules.
Omit a coupling and leave a 2°gap in
the Rock -It Array Skirt and also between
the modules at that point.
BracKeT sPacinG
Portrait Orientation Landscape Orientation
Bond Path
Grounding Lug
Equipment GroundEng
ConctctoriEGQ
gror.'.11ty to _rthJrd
w Rock -it Coupling
Rock -It Mount
Rock It Array Skirt
Maximum east/west bracket spacing is 48"OC. Max east/west bracket spacing is 72"OC.
32mm modules: Max east/west bracket spacing is 48" OC.
Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load
areas may require lesser spacing E-W than the maximum.
sTaGGereD LaY ouT
Staggered Mounting Points
canTlLever anD oFFseT
Rock -It Mount _Rock -It Coupling Cantilever: Maximum cantilever is 1/3 bracket spacing. For portrait
orientation installations, check layout prior to installing.
The array layout instructions in this installation manual offer a
general overview of layout. Periodically, due to a variety of Offset: Offset from all roof edges depends on wind speed, snow
actors (roof obstacles, shading, etc.) other layouts are required. loads, local fire and building codes per location
www.ecofastensolar.com info@ecofastensolarcom 877-859-3947 14
ROCK -IT SY STeM 4.0
sysTem SPeclFicaTlons
Max No. of Panels 300 Modules per ground lug Materials 300 Series Stainless,
6000 Series Aluminum
Max System Voltage 1000VDC Coating Black Andodization/Mill Finish
Class A Fire Rating With UL1703Type 1 Rated Lug Specifications Burndy CLSOATN Ground Lug
Modules, see note below. UL Listing #KDER E9999)
Leveling Range 3-4' Ground Wire 14 AWG- 4 AWG Copper
Per above Lug spec Ground Wire
Rock -It Slide Comp Range 3' Max Module Size 64.96"(1650mrn) x
Rock -It Slide Tile 7' 39.05"(992mm) x 2'(50mm)
Min/Max Roof Slope 1/2:12/12:12 Max Downforce/Uplift Rating 45 PSF
Max Anchor Spacing (35rt1m/40mrn) 72' Rock -It Mount Load Rating S47lbs with Single S/16" Lag 3.0
Max Anchor Spacing (32mm) 48" Safety Factor
Skirt Box QTY 6 units Slide Fastening Hole 5/16"diameter
Mount Box CITY 12 units Module Cantilever Maximum cantilever Is 1/3
Rock -It Slide Box QTY 50 units bracket spacing
Coupling Box CITY 12 units Warranty 20Year Material and Workman-
ship
Codes: National Electric Code, ANSI/NFPA 70, NEC 250, NEC 690, IRC, IBC
Standards: UL 2703: First Edition, UL 1703
faii.v. Sa3a, *R KE.E-f15YSdar
iaa As=r kf, D mot GGT.02-0016
MIUM104A ' [ oNioW510 Ot 1703
iA
The EcoFasten Solar Rock -It System is a rooftop PV racking system consisting of 6000 Series Aluminum and 300 Series
Stainless Steel components. The Rock -It System Includes the rack components but does not include the PV panels,
Inverters or electrical components. The PV modules to be used with Rock -It shall be certified under UL 1703. The
system shall be used on steep slope roofs mounted over a Class A fire rated roofing material and attached to the roof
structure using 5/16" diameter, minimum 4' long 300 series Stainless Steel lag bolts with minimum thread
embedment depth of 2 1/2" into the roof structure.
Periodic re -inspection for loose components
The system is subject to re -inspection as required by the PV module manufacturer or by the Authority Having
Jurisdiction. Re -inspection, as required, should include evaluation of any loose components or loose fasteners. All
loose components and fasteners should be secured In accordance with these instructions. The system should also be
evaluated for any evidence of corrosion. Any corrosion should be removed. Any affected part should be cleaned or
replaced in accordance with these instructions.
PEcoFasten Solar
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 15
FeaTures
New and improved design North -South adjustability
Fastest, easiest to level system on the market • Only one tool required (1 /2x deep well socket) Integrated electrical bonding Vertical adjustment of 3"-0•
SIMPLE-only4 components
EvaWaTeD, COMPaTIBLe MODULes
Module Manufacturer Modd Type ("x" used to
Indiwterarladetest Module Dimensions mm Module Dimensions in Downward Pressure
Design Load (psf)
UPwaniPressure
Design Load (psf)
Down-slo ripestp
Load (psf) Maximum0amp
Spacing (in) Tnna Solar TSM-xxx'X(115.06 1640 x 992 x 40 64.95"49.05"x1.57" 33.3 93.3 20 72CanadianSolarCS6P-xxxM 1638 x 922 x 4C 64.48")08.66"d.57" 33.3 33.3 20 72canaclanSolarC5SP•x"P 1638x982x40 64.5"x38.7'xl,57' 33.3 33.3 20 72
Jinko Solar KMx P-60 1650 x992 x40 649611139.05"d.57"
30P30
20 72JinkoSolarJKMxxW-60 1650 x 992 x 40 64.96"x39.05"d.57" 30 20 72JlnkoSolerJKMxxxPP-60 1650 x 992 x 40 64.96"x39.05"d.57" 30 20 72
Jinko Solar JKMxxxMM-60 1650 x 992 x 40 64.96"x39.05"xL57" 30 2C 72YISolarVL2xxP-29b 1650x99Dx40 6496"x38.97'd.57' 30 20 72
LG Eloetramcs LG300AOG89 1640 x 2000 x 35 U57"x39.37'd.38" 30 20 72LGEkxatronicsLG300NIK-64 1640 x 1000 K 40 6457" Y39.371157" 30 20 72AxitecSolarAC-xxx1J/15660S 1640x992x40 64.5"x39.06'k1.38" 30 2C 48RECX7MR(M•2xx-6MB 1640x992x35 64.56"x39.05"d,37' 30 20 72
Silfab SLA2xW 1650 x990 x 38 64.96"x38.37'd.49" 30 20 72SolariaPowerXrxxxR-BX 1621 x 1056 K 40 63.89"x41.53"d.57" 30 20 48Harmna -Q C ells' Cr.PRO G42xx 1670 x 1000 x 32 65.75"x39.37'd.25" 30 20 46Hanwha -q Cells' CLPRO G4 2xx 1670 x 2000 x 32 65.75"49.37'd.25" 30 30 20 72SurpremeGxB-3xx7 1670x997x40 65.75"49.25"x1.57" 30 30 20 46NECNEC-)MY6MB 1675x997x38 65.94"09.25"xl.5" 20 20 20 72RECREC-xxx6M8 1675 x 997 x 38 65.94"x3A25Nl.5" 30 30 20 40SolarworldSWxxxMonoBlack16751961x3365.95"07.8"x1.30" 20 20 20 72
Sdarwodd SW xKx Mono Black 1675 x 961 x33 65.95"x37.8"x1.30" 30 1 30 20 46
Hanwha Q- Cells 32mm modules to be used with special order Rock -It System components. Call for details.
o EcoEasten Solar
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 16
Cut Sheet - Rock-It-4.0-Mount
1. Installation to be completed in accordance with manufacturer's written specifications and installation instructions.
2. See spec sheet or contact manufacturer for detailed material, finishes, and configuration options.
3. Contact manufacturer for detailed layout.
4. Do not scale drawings.
5. Subject to change without notice.
3.17in
80.54mml 4
i - I
G
2.02in 2.14in
51.38mm 1_54.37mrn i
32mm
2.50in
63.50mm j
35mm
ALPINE
SNCiVVGiUARDS'` ` " :, EcoI;asten Solar`
Toll Free Phone 1.888.766.4273 Toll Free Phone 1,877,859.3947
Toll Free Fax 1.888.766.9994 Toll Free Fax 1.888.766.9994
2.34ii
59.36n
i 40mm
4741 W Polk Street Ste. 4
Phoenix, AZ 85043
Material: See Spec Sheet
Scale: 1:2 6/28/2017 ASG: - EFS: x
Data Sheet
Enphase Networking
Enphase
AC Combiner Box
LISTED
To learn more about Enphase offerings, visit enphase.com
The Enphase AC Combiner box' with Enphase
Envoy-S' consolidates interconnection equipment into
a single enclosure and streamlines PV installations by
providing a consistent, pre -wired solution for residential
applications.
Smart
Includes Envoy-S for communication
and control
Flexible networking supports Wi-Fi,
Ethernet, or cellular
Simple
Three pre -installed 20 A / 240 VAC
circuit breakers
Pre -configured revenue -grade
metering available
Reliable
Durable NRTL-certified NEMA type
3R enclosure
Five-year warranty
ENPHASE
Enphase AC Combiner Box
MODEL NUMBERS
XAMl-120-8 (880-00834) or AC Combiner with Enphase Envoy-S Metered" for integrated revenue grade PV productionXAM1-120 (880-00211) metering (ANSI C12.20 +/- 0.5%) and optional consumption monitoring (+/- 2.5%). .
ACCESSORIES (order separately)
Enphase Mobile Connect" Plug and play industrial grade cellular modem with five-year data plan for systems up to 60CELLMODEM-01 (3G) or microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands,
CELLMODEM-03 (4G) where there Is adequate cellular service in the installation area.)
Consumption Monitoring CT Split core current transformers enable whole home consumption metering (+/- 2.5%).
CT-200-SPLIT
ELECTRICAL SPECIFICATIONS
Rating
Solar branch circuit breakers
Maximum system voltage
Rated output current
Rated Input current, each input
Maximum fuse/circuit breaker rating (output)
Continuous duty
Three 2-pole 20 A / 240 VAC DIN rail -mounted breakers
240 VAC
48 A
16A
60 A
Production Metering CT 200 A solid core pre -installed on solar busbar and wired to Envoy-S
MECHANICAL DATA
Dimensions (WxHxD) 38.0 x 38.7 x 20.3 cm (15.0" x 15.3" x 8.0')
Weight 5.1 kg (11.2 Ibs)
Ambient temperature range -40° C to +460 C (-40° to 1150 F)
Cooling Vented, natural convection, plus heat shield
Enclosure environmental rating Outdoor, NRTL-certified, NEMA type 3R, polycarbonate construction
Altitude To 2000 meters (6,560 feet)
Wire size: Follow local code requirements for conductor sizing.
Model XAMI-120-B 14 to 6 AWG copper conductors for branch Inputs.
14 to 4 AWG copper conductors for combined output.
Model XAM1-120 12 to 6 AWG copper conductors for branch inputs.
12 to 4 AWG copper conductors for combined output.
INTERNET CONNECTION OPTIONS
Integrated Wi-Fi
Ethernet
Cellular
802.11b/g/n
802.3, Cat5E (or Cat 6) UTP Ethernet cable - (not included)
Optional, CELLMODEM-01 (313) or CELLMODEM-03 (4G)- (not included)
COMPLIANCE
Compliance, Combiner Box UL 1741
Compliance, Envoy-S UL 916
CAN/CSA C22.2 No. 61010 1
47 CFR, Part 15, Class B, ICES 003
IEC/EN 61010-1:2010,
EN50065-1, EN61000-4-5, EN61000-6-1, EN61000-6-2
Metering: ANSI C12.20 accuracy class 0.5
To learn more about Enphase offerings, visit enphase.com
r, : 1. 1 it are regisreied by their respective ow,)ec v E N P H A S E
r
S a eEcOPVROOF -MOUNT Basic
Features Stamped
Seamless Construction 18
Gauge Galvanized Steel a
Powder Coated Surfaces Flashes
Into the roof deck 3
Roof deck knockouts .5", .75", 1" 5
Centering dimples for entry/exit fittings
or conduit 2
Position Ground lug installed Mounting
Hardware Included ttr
4, Ilk
Fuse
holders and terminal blocks added
In the field roust be UL listed or recognized
and meet 600 VDC 30 AMP 110C
for fuse holders, 600V 50 AMP 90C
for rail mounded terminal bbcks and
600 V 175 AMP 90C for Power Distribution
Slocim. Use Copper Wke Conductors.
SolaDeck
Model SD 0783 SolaDeck
ULSO Type 311 Enclosures Available
Models: Model
SD 0783 - (3' fixed Din Rail) Model
SD 0786 - (6' slotted Din Rai) SolaDeck
UL 1741 Combiner/Enclosures Models
SD 0783.41 and SD 078641 are labeled and ETL listed UL sTD 1741 according
to the UL STD 1741 for photovoltaic combiner enclosures. Max
Rated - 60OVDC, 120AMPS Model
SD 0793-41 X Fixed Din Rail fastened using Nortock System Typical
System Configuration 4-
Din Rail Mounted Fuse Holders 60OVDC 30AMP 1-
Power Distribution Block 60OVDC 175AMP 1-
Bus Bar with UL lug Model
SD 0786.41 6' Slotted Din Rail fastened using steel studs Typical
System Configuration 4-
Din Rail Mounted Fuse Holders 60OVDC 30 AMP 4-
Din Rail Mounted Terminal Blocks Bus
Bars with UL lug Corer
is trimmed to allow conduit
or fittings, base is center
dimpled for fitting locations.
Model
SD 0783.41, wired wth Model SD 078641, wired Will DinRailmountedruseholders, Din Rail mounted fuse holders, busbarandpowerdistributionterminalblocksandWEbars. blockRSTC
Enterprises, Inc . 2219 Heimstead Road . Eau Chare, WI 54703 For
product information call 1(866) 367-7782