HomeMy WebLinkAbout19-21236 1
CITY OF ZEPHYRHILLS r
5335-8th Street 21236
(813)780-0020:
ELECTRICAL PERMIT
PERMIT INFORMATION :.LOCATION INFORMATION
rmit#:21236 Issued: 5/17/2019 Address: 7322 LANDOVER DR
emit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
iss of Work: ELECTRICAL MISC Township: Range:
oposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
a. Feet: Est. Value: Book: Page:
Pst: 7,187.05 Total Fees: 187.50 Subdivision: ALPHA VILLAGE
ount Paid: 187.50 Date Paid: 5/17/2019 Parcel Number: 35-25-21-005A-00000-1590
CONTRACTOR INFORMATION` OWNER INFORMATION
me: MOMENTUM SOLAR Name: STANTON FREDERICK E JR & SHEILA
�ddr: 8248 PARKLINE BLVD STE 100 Address: 7322 LANDOVER DR
ORLANDO FL 32809 ZEPHYRHILLS, FL. 33542
hone: Lic: Phone: (813)395-8475
Work Desc: INSTALLATION SOLAR PV PANELS ON ROOFTOP
APPLICATION FEES
ELECTRICAL FEE 112.50 BUILDING FEE 75.00
ROUGH ELECTRIC INSPECTIONS REQUIRED
CONSTRUCTION POLE
PRE-METER
FINAL
I
REINSPECTION FEES:(c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City
Codes and Ordinances.
al-V-5-s-
C RACTOR PER OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Me-do Chri��e�A license holder for Momentum Solar,authorize the
following individuals to apply,pick up,and signfiqr�permits under my license
number. C V6,0705 6
Please allow ONLY the person(s)listed below to sign. This letter supersedes all others.
V('L4 141�'Q- A 1-6 n 01 In/I
(,j
or'l,Hat
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Contractors Signature Contractor's Printed Name
State of Florida
County of
T
e foregoing instrument was acknowledged before me this 1,r day of VW CL V .20
7
BY eron rrSfrnsek who is personally known to me or has produced
as identification.
NOTARY PUBLIC 0y P& Notary public State of FSorida
Vq,
Lauren E EI-Taher
My commission GG 298001
Expires 02/0412023
813-780-0020 City of Zephyrhilis Permit Application Fox-e13-7eM21
Building Department
Date Received .Phone Contact for PennitUn 407-4 7-2219 _
TT'Y
Owner's ream: Sh�Ieila)Stanton Owner phone Number 407-477-2219
L
Owner's Address �� a Aovf(0,'. Owner Phone Number
Fee Simple Titleholder Name I N/A Owner Phone Number
Fee Simple,Titleholder Address
JOB ADDRESS 11 )r �f1 VC LOT �S�I
SUBDIVISION 1 &V I I e. .5 PARCEL ID# 3 J't_S-,p—QQsA—Q 00()Q•i 5 9v
(OBTANEO FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSM B ADDIALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM OTHER (• (/
TYPE OF CONSTRUCTION = BLOCK Q ( FRAME = STEEL Q
DESCRIPTION OF WORK li T SO -9($ 0oO +O
BUILDING SIZE SQ FOOTAGE HEIGHT II
=BUILDING $ 104Z-8-07 VALUATION OF TOTAL CONSTRUCTION 7187.05 2
=ELECTRICAL $ 6142.25 AMP SERVICE = PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ X Duke Energy
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING SPECIALTY Q OTHER `//"
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER omen Um Oar
SIGNATURE n COMPANY
REGISTERED I YIN FEE CURREK , Y I N
c
Address License# I-"""5 036
ELECTRICIAN � / i COMPANY Momentum Solar
SIGNATURE r Y REatsrFREo I Y/N FEE CURREp I Y/N
Address E248 Parkiine d Suite 100 Orlando FL Ucensa# .
PLUMBER COMPANY
SIGNATURE F REGISTERED I Y/N FEECURREn Y/N
Address i License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I YIN FEECURREn Y N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREn Lyj N
Address License#
Illllllllllllllllittllllllllllltl11111111111111tlllllllltlllllllllt
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction.
Minimum ten(10)weridng days aftersubmittal date.Required onsite,Construction Plans,Stormwater Plane w/Slit Fence Installed,
Sanitary Facilities&1 dumpster;Site Work Penult for subdivistonsllarge projects
COMMERCIAL Attach(2)complete seta of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O•W Permit for new construction.
Minimum ten(10)warldng days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Sift Fence Installed,
Sanitary FacillUes&1 dumpster.Site Work Permit for all new projects.An commercial requirements must most compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign beck of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authortdng same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not aver Counter iron public roadways..needs ROW
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 dead restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an Indication that he is not properly licensed and is not entitled to permitting privileges In Pasco
County.
TRANSPORTATION IMPACT/UTILiTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It Is further understood that Transportation Impact Fees and Resource Recovery Fees must be.paid prior to
receiving a'certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance In accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$$2,600.00 or more,1
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Lew—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. 9 the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise In good faith to
deliver it to the"owner"prior to commencement
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development Application is
hereby made to obtain a permit to do work and installation as Indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations In the Jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to Identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterMastewater 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,after,or
set aside any provisions of the technical codes,nor shall Issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or If work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
FLORIDA JURAT(F.&117.03)
ribOWNER OR AGENT ..�9 i CONTRACTOR
S sced and sworn to(or affirmed)before me this Subsoil and sworn ta(or affi n��b��rp sh
by S-&ella Sfunioa b ll.. frltll lillfi5i�'1�561
o istare ersonally nown to me or has/have produced rro 1 aro oersonelN(mown to me or hasthave produced
•L as Identification. o� as Identification.
�`l7 D'^ Notary Public n (� Notary Public
Commission/ /
No. U -9 SG 0� Commission No. GG�` t) O O i
Name ofNot*typed,primed or stamped Name of Notary typed,printed or stamped
r Pr Note Public State of Florida
=Public State of Florida �a` '� ry-Taher z Lauren E Ei-Taher
ion GG 298001 r My Commission GG 298001
/2023- p' crN°� Expires02/04/2023
iNSTR#2019067551 OR BK 9893 PG 1351 Page 1 of 1
04/23/2019 10:03 AM Rcpt:2047972 Rec: 10.00 DS:0.00 IT:0.00
PauCa S. O'Nei6 Ph.D., Pasco County CCerk&CotnptroCCer
Permit Number:
Folio/Parcel ID#: 352521005A000001590
Prepared by: Lauren EI-Taher/Momentum Solar
8248 Parkline Blvd.Suite 100
Orlando, FL 32809
Return to: Momentum Solar
8248 Parkline Blvd.Suite 100
Orlando, FL 32809
NOTICE OF COMMENCEMENT
State of Florida, County of
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 properly,and street address if available)
Alpha Village Estates Ph2 pb23 pgs 8-9 lot 159/7322 Landover Dr.Zephyrhills, FL 335y0
2. General description of improvement
Installation of photo voltaic solar panels on rooftop
3. Owner information or Lessee information if the Lessee contracted for the improvement
Name Sheila And Fredrick Stanton
Address 7322 Landover Dr.Zephyrhills, FL 33540
Interest in Property Owner
Name and address of fee simple titleholder(if different from Owner listed above)
Name N/A
Address
4. Contractor
Name Momentum Solar/Cameron Christensen Telephone Number 732-902-6224
Address 8248 Parkline Blvd.Suite 100,Orlando, FL 32809
5. Surety(if applicable,a copy of the payment bond is attached)
Name N/A Telephone Number
Address Amount of Bond $
6. Lender
Name N/A Telephone Number
Address
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may
be served as provided by§713.13(1)(a)7,Florida Statutes.
Name N/A Telephone Number
Address
8. In addition to himself or herself,Owner designates the following to receive a copy of the Lienor's
Notice as provided in§713.13(1)(b),Florida Statutes.
Name N/A Telephone Number
Address
9. Expiration date of notice of commencement(the expiration date will be 1 year from the 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 I,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 OIJ AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
lL Owner
Signature of Owner or Lessee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office
The'foregoing instrument was acknowledged before me this 22 day of 04/19 by Sheila Stanton
mon year name of person
as Owner for
Type of authority,e.g.,officer,trustee,attorney in fact. Name of party on behalf of whom Instrument was executed
Signature of Notary Public—State of Florida Print,type,or stamp commissioned name of Notary Public
Personally Known OR Produced ID X-
Type of ID Produced D.L. ,wv
OP Notary Public S=GGr2De
s4 Lauren E EI-
My Commissio� Expires02/041
`
BTATIEOF FLORIDA,COUNTY OF PASCO
THIS|STO CERTIFY THAT tTHE FOREGOING|5A
TRUE AND CORRECT COPY UF THE DOCUMENT
ON-FILE OROF PUBLIC RECORD|N THIS OFFICE
i'LO(11 OH
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: AN dypk dixe,
Date Received: 4-2-3'.(5
Site: 7,3Z--7— ��-
Permit Type: vUf 01
/�✓ �`�
Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall -e kept with the permit and/or plans.
MAY
Kal w' er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Daniel W. Dunzik Architect LEED-AP
370 Burnt Hill Rd. Skillman, NJ.08558 908-872-3664
Studlogdesign@comcast.net
April 17,2019
Zephyrhills FL
Attn: Construction Official
Re: Proposed Photovoltaic Solar Panel Installation
Sheila Stanton
7322 Landover Dr.
Zephyrhills FL 33540
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, 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 1 IT"with a top chord length of 14'11"with intermediate supports at 1/2
points making the effective longest span 8'11"with 1/2"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"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= 18Lb.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=543.9sf
Tributary area panels/attachment max. 543.9sf/67min= 8sf.
Min Number of Attachments=67.
Wind pressure 31.4 x Area 543.9/67 No.Attachments=401
TABLE 10.3.1 NDS Pull out strength of 5/16"x4" lags in rafter=W'=WxCdxCt=2661bs/in
embedment x 3"embedment=798 xl.6Cd x1.00t= 1,276 Lbs Max.>401lbs/attachment OK
Daniel W. Dunzik - Architect LEED-AP
370 Burnt Hill Rd.Skillman, NJ.08558 908-872-3664
Studiogdesigns@comcast.net
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,2018 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.
L •.'�
W.
D
o : .
;. AR 79
E®A►
Daniel W.Dunzik,RA.LEED-AP
FL. Lic.No.AR98795
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-Data Sheet
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Microinverters Part of the Enphase 10 System,I the IQ,7 and
10 7+Microinverters Integrate with the Enphase
]Q Envoy"',Enphase 10 Batterym,and the,Enphase.
Enlighten'"monitoring and analysis software.
IQ Series Microinverters extend the reliability-
.standards set forth by previous.generations and
undergo over 6 million hours of power-on testng,
enabling Enphase to provide an industry4eading
warranty of up to 25+years.
Easy to Install
• Lightweight and simple
• Fasterinstallation with Improved,lighter two-wire cabling
Built-in rapid shutdown compliant(NEC 2014&2017)_
Productive and,Rellable-
optimized for high powered 60-cell and 72-cell*modules
More then a million hours of testing
• Class 11 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 107+Micro Is required to support 72-cellmodules.
To learn more about.Enphase offerings,visit enphasecom ENPHASE.
A
Enphase IQ 7 and iQ 7+Microinverters
INPUT DATA(DC) IQ740-2-US/iQ7-60-B-US IQ7PLUS-71-2-US/1Q7PLUS=72-8-U8
Commonly used module pairings' 235 W.350 w+ 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 powertracking 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'circutt 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 aide protection requires max 20A per branch circuit
OUTPUT DATA-(AC) IQ 7.Microinvertor IQ 7+MIcroinverter
Peak output power--- -_250 VA_ 295 VA
-Maximum-continuous output power. 240 VA 290 VA
Nominal.(L-L).voitage/range= 240 V/ 208 V/ 240 V/' 208 V/
291;264 V 183-229 V 211264 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 6.8 Arms
Maximum units per 20 A(LL)branch circuit* 16(240 VAC) 13(208-VAC) 13(240 VAC) 11(208 VAC)
Overvoltage class AC port III. iII
AC port beckfeed current O A 0 A
.Power factor setting. LO -1.0-
Power factor(adjustable). 0.7 leading...0.7lagging 0.7leading...0.7 lagging-
EFFICIENCY @240 V @208 V @240 V @208 V
Peak CEC efficiency 97.6 96 97.6% 97.5%. 97 3%
CEO weighted efficiency 97.0 96 97.0% 97.0% 97.0%
MECHANICAL DATA
temperature range i10°C io+65'C
Relative humidity range 4%to 100%(condensing)
Connectortype 007.60 2-US&IWLUS-72 2-US) MC4(or Amphenoi H4 UTX with additional Q-DCC-S adapter)
Connector type OQ7-60-8-US&IQ7PLUS-72&US) Friends PV2(MC4 latermateable).
Adaptors for.modules with MC4 or UTX connectors-
-PV2 to MC4:order ECA-S20-S22
-PV2 to UTX:order ECA-S20-S25
Dimensions(WxHxD) 1212 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 PD3
Enclosure Class Ii double-Insulated,corrosion resistant polymeric enclosure
Envirenmentai category'/UV exposure rating NEMA-fype o t outdoor
FEATURES
Communication Power Llne Communication(PLC)
Monitoring Enlighten Manager and MyEniighten 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(UL1741-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 Usted 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 athttpq'l_/eIIphaaa.cam -ua/SAG➢ortlmod�up comoatihlifty
2.Nominal voltage range can be'extended beyond nominal if required by the utOW
&Umtts may vary.Referto local requirements to define the number of microlnvertera per branch In your area.
To learn more about Enphase offerings;visit.enphase.aom EN RH ASI E.
.0 2018 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc.
2018-05-24
Daniel W-. Dunzik Architect LEED-AP
370-ournt Hill Rd.Skillman,M.08S58 908-971-3664
January 29,2018
Building Depirtment
Attru Plan Reviewer
Re:Proposed Photovoltaic Solar Panel Installation
Dear Sir:
I have reviewed the following documents related to the"EcdFamen Solar"ROM IT SYSTEM 4.0 and
certify 11W the attachment*-Acm when installed in strict compliance with the manufacturers
Installation Manual appropriate for this application and is in compliance with the West building codes
including Florida Administrative Code,2017 Florida Building Code-Residential.Sixth Edition,
ASCF,7-10,2017 Florida Building Code--Energy Conservation,Sixffi 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 limed documents:
I. PocK.rr SYSTEM 4.0 Installation Manual
2. PZSE,Inc Structural Engineers Certification,
3. EcdFamen 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 one at your earliest
convenience.Thank you.
of FLd
C40-.. W. D
5
to i
Cut Sheet - Rock-tt-4.0-Coupling ,
I. Installation to be completed.in aawrdwmwith manufacturefs written specMc aff and Installdon IneAructions..
2. s spec shest or.c orttact manufacturerfar detailed mataft,finishes,and con;%uration aptlons.-
3. Contact manufacturer for detailed layout.
4. Do not scale.drawinggss
S. Subjecttio charge without rwgcs.
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4741 W Polk Stree Ste.4
Phoenix,AZ 85043.
Toll.Free Phone'9.888.766:4273 Tall Free Phone 1.8T7.859.3847 F Material:See Spec Sheet
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DOwrMt Dates 9.8,2017
Contents
P&I Assets of Design
Features
System Components
Pg.2 Rock-I It 4.0 Mount Assembly
Roc it 4.0 Coupling Assembly
Pg.3 Rock-1.t 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 40 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 2130 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
P& 14 Thermal Expansion and Bonding
Bracket Spacing
Staggered Layout
Cantfiever
Pg. 15-16 System Specifications
Evaluated,Compatible Modules.
ROCK, IT SWSTE,`M 4.0
Designed with the Installer In mind.
EcoFasten Solar specializes in solar roof attactiments.that are fast and easy to Install,straightfarwatd,secure and
cost-effective.EcoFasten offersa wide variety of standard products as well as custom solutlow%for a one-stop source.
for all of your rooffap anchoft needs.Products are rigorously tested and approved above and beyond industry
-standards.in-house and bythird patty agencies. EcoFastenss patented corrlcal sealing system has been'In
service in the snow.guard and solar Industries for two decades
FeaTures
• New and improved design a North-South adjustablBty-.
vastest,easiest to level system on the market. • Only,one toot required V/Ydeep wall socket}
Integrated electrical bonding . Vertical adjustment of 30-C'-
• :SIMPLE=only 4 components
swsTem componenTs* - reQuireo
ROCK-IT St_oe ROCK-IT 4.0 ROCK-IT A0 COUPLInG ROCK-IT 4.0
4'For comp SHInisLe MounT & LOaD BE?a nG ROOT AI raW SKIrT
lop
8:For TI e
swsTem .com.PonenTs* - opmonaL
r� *Eorst &
ug ROCk-iT.CUP SS ca nlar
�'- (RGper TO PG.6)
'� D� f�aiaster►SasarpraQuecser+llesate+ctedbymeTa4la�wn9uS.Patrar�
�*
8209,914 8.1s3.7Go 8.181,398 8225557 8,t4S,299
RocK-r'r 4.0 aao9,91a aztsasa 8.27bt74 a�2S.557 4,0:0uss
ROCK--IT 4,0 a Array! SKIrT 9,134"9,175,478 9.21ZW
HwBRD mounT s' EnD CAPS
(ReFerTo PG.'5) ar'��ss ueooheasr
ROCK-IT-CLIP 20 ena of swrrsecnons)
(R i=er To PG.6)
*Components fr r use vAth 32mm modules are available as spedai order.Components for use with 32mm:modules are labeled as such on
system packaging;Please refer to evaluatedr cotnpatlble-modules grid on page 15 to identify system compatible 32mm modules.
www.ecafastanso.far.com info@ecofastensofar om 877-859-3947 1
ROCK-IT 4.OmounT ASsemE31 LA
NOTe: Uemsl-7 SHIP assemeLeo
1 5/16"-18 x 1.75"Hex Serrated Flange Bolt 300 Series SS
�� ' T 2 Rock-it 44 Mid-Clamp 6000 Series AL
3 Rock-it 4.0 Shelf 6000 Series AL
4 Flange Level Nut$00 Serles,SS
5 Rock-It 4.DT1e Plate 6000 Series AL
6 Rock-It Pedestal 6000 Series AL
7 511 V-1 8 x 3/8"Hex Serrated Flange Bolt 300 Series SS
8 3/8"ID Star Washer 300 Series SS
rkw 9 31W-1 6 x 3"HexTap Bolt 300 Series SS
ROCK-IT SLIDES are aCCE 'T2 E I BraCKeTS For
USe WITH ROCK-IT 4.0 (SOLO separanGuj)'
ROCK-IT 4.0 COUPLING assemBLY
tqoTe: iTems 1-3 SHIP assemBLeo
1 5116-18 x 1.75"Hex Serrated Flange Bolt 300 Series SS
2 Rock It 4.0 Coupling Mid-Camp 6000 Series AL
3 Rock-It4.0 Coupling Shelf 6000 Series AL
4 Rock-it Load Bearing Foot Clip
S Rock-It Load Bearing Foot Base
www.ecufastensolar.com InWecofastensolarcom 877-859-3947 2
ROCK-IT 4.0 HYBRIDmounT ASsemBLY
NC)Te,. ITems 1-10 SHIP arse MBLeD
I Rocklt4.0SheIf600G Series AL
2 Rock-It 4.0 Coupling Mid-Clamp 6000 Series AL
3 Rock-it 4.0 Coupling Tie Plate6000 Series Ai
4 Flange Level Nut 300 Series SS
5 Rock4t Pedestal 60W Series AL
6 Rock-It Slide 6000 Series AL
7 3W-1&x 3"Hex Tap Bolt 300 SerlesSS
8 WID StarMsher 300 Series 5,
9 S/1 6'-18 x 3/8'Hex-Serrated Flange Bolt 300 Series SS
10 5/16ff-I 8 x 1.V Hex Serrated Flange Bolt 300 Series SS
ROCK-IT CLIP SS ASsemBLY ROCK-IT CLIP 2.0 ASSeMBW
No-re.,ITeMS 1-3 SHIP asseMBLeD NOTel fTeMS 1-3 SHIP asse(TIBLeO
I Stain less Steel Carriage Bolt-.313-18)L75 1 Rock li Clip 2.Q
2 Rock-It Clip SS 2 Stainless Steel Flange nut 313-18
3 Stainless Steel Flange nut.313-18 3 Bolt.3125-18x1x1-S
3
www.ecofastensolar.corn info@ecafastensolar.com 877-859-3947 3
Array LaYOUT
• Find the required structural attachment points. ,, "
Mark these using a vertical(N S)chalk line on the
center ofthe rafters.
• Spacing may vary.depending upon project specific :• ,
structural requirements;Le.high snow and wind
load areas may require lesser bracketspacing In _
the E-W axis vs.the.maximum spacing.Max spacing
is 4W--for portrait orientation and"720for landscape
orientation.Consult project layout diagram for
project specific'bracket spacing on the roof.
• Install Rock-it Mounts to predetermined mount
i!
• The Rock-It Array'"Skirt sections arethe width of atypical 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 WS.plus 1 31W
(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 112'
GreenFaSTenm'FLaSH.*InG 7nSTal.LL
y�
.y
r
1" Locate the rafters and snap horlxotnal and veitkat ones to mark the tnvillatbn
- position for each GneenFasten flashing.
- 2 Drill a pilot hole I1/41diameced farthe lag bolt liackfill with sealant.EcoFasl3en Solar
recommends an EPDM mastic
" -3 Insentheflashl sothe.
k'r9 toPpattl5undertherrextrowafsliingtes and pushed far
enough up slope to pr eventwate r lditrailon through vertu!joint to shIngles..The
leading edge of flashing must butt against upper row of nails to prevent turning
when torqued..
' 4 Llrre up"piiethole vMh GmmFasten Aashing hole.
insert the lag boat through the E PDM bonded washer,the Rock-it slide,the gasketed
hate la the flashing and into the rafter.
TokqueThe range Is between 100440 torque Itch-pounds depending an the type
ofwood and time afyear The visual Irdicararfor proper.toraque Is when the E PDM.
on the underside of the bonded washer begun to push out the sides as the-washer
compmsse.lfusingan.impact wrench to Install thef bartersbecareRdnottoover
torque the fastener You may need to stop and use a ratchet tofinish the hisralL
'The Engineerof Record shall check capadtyof raftarto support lag screw loading
www.ecofastensolarcom lnfkoecofastensolark om 877,8593947" 4
k •
HOCK-IT SUSTem 4..0 nsTaLL
f eu7, Nlk
d
Fig.A
.Install EcoFasten"Solar Fleshing;with Rock-It Mounts
•rdtawtsSeslatisec�it4u�acr�al'nr#�t+tngandbrae�ti�tafi(c�natrc�}.
•Opttmumrerticalo> iagba#ststsi8'pkeseno�Eadimankn.
.Setnraustsone3+reen�sc+nrrsott�sxlxpndc�tPe6estnt�osstlseSout�exfofieac>Ftt ,
•Sat motmtsonatlupperrcwssathatthel�och-ItPsdestaltsanti�NbrtReraloEilodcit511de.
2 Instal(Rock-lt.Array Skirt:onto Eave Mounts
•Slide Rrick-It Array Skirt into from channel on Rack-It SWE
•Array 5ldrt End.CapS ate pra-ittsUW on the East end ofeachsl(rt section.and amused to couple Uw'sllrtsections where needed(see ft A).
•Tighten MId-Camp bolt damping Ratk4tArmyS11(irtto nourtt."IMPto 200urib&OMtn-fbawhmitutftwuh32mmrrodulest.
_ install Rock-it LouplingS Mhen jolntng 4 panels with a toupting,the use of a toad bearing foot Is required)
-Prior to mounting an the rool,snop Loadiieaong fcotlydo the bottom ofltodc-Reoupling If nqutre'd.
(Each toad Searing Foot is set to sameheightasthe Rod-it Mounts-adjust mowminnggw
On eave raw only xWeRod 4tAMSistrt onto'Rock-tt Coupling Shetf.Torquetospedliedvalm
•NOM tra coupling lands an a rafter the hybrid Mouar should be used in ptarn ofthe Rack-It Coupling(rafcr to Image 33).
-Hybrid Mount can be made in the Reid by assembling a coupling to amount pedestal,or by purchasing separately.
5 Align and Straightest First Row"of the Rock-it System with Rock-itArray Skirt
•u:eaarth-soum PAck-ft Pedestal tostralghten,PAckatArrayD tend.asg modulewlthArraysdrL
•TorqueserewonstdeatRorh-ttt�edestait+tMiitrit>+tosetsvetetothaRodctt9ide.
Adjust Flenge Level Mato IeM the system(optional-on be WOW dunngar•(berinstslt6w4.
_9 Install-1St Row of"FrV Modules
•5ildeuttopettod�teLtoursdormtooaRaffintrrndule
.tna�itRat�ros,pta�sann�atr�apesta��tst�tiaratpar�ts.
•Torque 2nd;mwofMW434n%psanHoWtMaunrsandPm 4tCbtmI1ngst4specifiedvalue
•tnaatibalano�afPV'rrndutaeuurtngttrattt�RodNltPed�talsarelnthnapprrgstatepasnlas�th�rtnrquaMr,QOampstoseor�emodults.
.1 - Level the Rock-lt system
•Whenarseemblylscongtetm,level theamresysumbyacQui ingRangetevJMom flatW lzel Nuts hm mtorquevaluel
Netghibetweertwdsurfaw and t eofmoduiesshoulfberor(esstvttan9n"184PtdvAthlYpe2modules,
INSTALLATION NOTE:Modules should be Installed so that the Junction box is Installed upslope,away.from the leading edge of the array.
wwwecofastensdlarcom info@eoofastensolarcom 877-859-3947 5
t
G.roununG LUG .rSTaLl-
k
I
k
Necessary Components:
One of following ground lugs(orany UL 2703 compliant ground lug):
Bur idy CLS0-1TN Ground Lug(UL 2703-E351343.f UL 467-E9999)
ILSCO SGB-4 Ground.Lug(UL 2703-E354420 /.UL 467-E34440)
ILSCO GBL-4D9T(UL 2703-E354420'./UL 467-E34440)
ILSCO GBL-4DM(UL 270.3.-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 Wirt* Torque Values:
- 8:32 x 0.57.Serrated Flange Head Bolt(300 Series SS) 14.10-AWG=201n4s.
8-32Serrated Flange Nut(300 Series SS) 8.AWG=25 in-lbs.
11/327 and 1 f4"wrenches or ratchets/sockets 6-4 AWG=-3S ln4bs.
1 Insertthe flange bolt into the module ground hole.Place Star Washer over bolt.Place ground iug over the bolt and.
Star Washer,and turn to desired orientation.
2 Install Flange Nut.
.3 Tighten Flange Nut/Bolt.
4 Placewirein Ground Lug channel and tighten setscrew to complete.assembly.
*Wire should be sized in accordance with the National Electrical Code,NFPA 70,Section 690.45,and-a minimum of
1f47clearance required between bare copper wire and aluminum.
Drill hole per grounding lug.manufacturers
"a specifications in the upslope:part of Rock-it Coupling.
' for attaching grounding lug.
Note:Deburrhole In-Ground Lug and Rock-it Coupling prior to Installadon.
www.eoafastensolancom lnfo@ecofastensalarcom 877-859-3947 6
4 i .
ROCK--IT'CLIP SS V ISTc`3LL s�t�
1-Locate all parts
•Locate the'Rock-it Gip SS,micro-Inverter/power optimizer;and the section of the module framd In which
you:wrill be mounting the micro-inverter/power optimizer.
See fig.A for acceptable mounting locations.
2 Install the Rock-it Clip SS
• Slide the.Rock-It Clip SS onto.the lip of the moduleframe.
• Slide the micro-inverter/power optimbw Into the opposite lip of the RocWt Cllp-SS.
• Tighten the boltto 150 In-1b minumum to clamp-the Rock It Cilp SS to themodule frame and the
milcro-inverter/p�ower optimizerto,the Rock it CIIp SS.
• Ensure that the lip on the eilp Is fight against the frame and that the micro-Inverter/power optimizer flange is.
tight against the clip flange to avoid rotation during tightening.
ROCK-IT CLIP 2.O inSTr3LL.
Inverter Flange
a
Module Frame
Rock•!t Clip 2.Q
t Locate all parts
.-Locate the Rock-it Clip 2.Q;micro-Inverter/power optimizer,and.the section of the module frame In which you.
will be mounting the micro4riverter/power optimizer.
:2 Install the Rock It Clip 2.0(See:below detalli
• Slide the Rock-It Clip 2.0 onto the lip of the.mift4nverter/power optimizer.
• Slide the micro-inverter/power optimizer Into the oppositeilp of the module frame.
• Tighten the bait to 150 In-lb tD-clamp the Rock:it Clip 2.0 to ttihte module frame and the micro-inverter/power
optimizer to-the Rock-lt Clip 2.0.
Ensure that the lip on the clip Is tight against the frame and thatthe m1cro4nverter/power.optirnUer flange Is
tightagalitst the clip flange to avoid-rotation during tightening.
www.ecofbAensolar.com info@eco%stensolarcom 877-859-3947 7 .
` a
Snow Load fl20.psf
Wind S d. Exposure, 2:12 4 RMW Pith a e:12 7:12 a Roof P1tCh a 1212
ASCE7-06 1ASCE7.10 Category 'Zotte1Zone Zone Zone! zone 2-1 Zotte3.
0 1b9 .93 B9
85niph .110•mph- C 114 67 42 BB 88
58:
8. 148 85" 64
90 mph 1116 mph C 104 81 39 96 60 8D
0 86 51 32 83 86. 68
B 123 72- 46- 8S 98
104 flop 125 mph C a6 51. 32'. 83 e8 68
D 74 43. 91T. . 70 57 67.
0 96- 57 -30" 93 76 76
110 mph" 140"mph C 70 41 20 69 -54 54
D 59 34 22 -.56 46- 46 .
8 . . 66.
6 50. 3! 81 e6 ee
'120 nO 160 mph. C . 61 38 22 68 47 .47
'ID 51 '30 1 19: - -4W '-40. 1 40
NcEss:
� na CaYenied by tano+sr Load
L)Va�v�s in aterre labia PepteaeRt U19 msodmum attawabte ep$ang in ind�a far pullout(araBs oNy on Eco!~astan Saier etendoff,
ltawra�+erthe deslgtler tsamt rournt.down?<o meet appmpTiaba tattet sp�tttg
2.)Me>omum 811awed epacUtg epplav'ed try EooFaaten Salsr 15 72:
3.)ftWmum dWimd elandoff capcfty=6478(lter tesdng resuite)
4.)lOudesaddiffaisi faemrotssfelyof i5torta8 poilout capoft
6.)Vahiea based an a mandmwn module width of 4(r
&)Based on Risk Category 11(ASCE7-10)eMxhnaa leas than 30 fit In height
1.)All Oustment factors are setts 1.No site spedfic anointing is included in ft bible
Snow.Load 0 20 psf'
Wind Speed Exposure 2:12"Ac#roof Pitch c 6:12 7:12 C hoof Pitch a.1
ASGE 7-0.5 AS CE 7-10 Cate or Zone 1 Zone.2 Zone 3 Zone-r Zone 2 Zorto 3
B 83 49 30
'SO Mph 115 mph" C 59 36 22. 56 46 46. "
D 50 29 18 47 38 38-
8 5B 33 20: bS 43 43
110.mph 140 mph = C 40 .23 14 38 31 31
-0 34 19 12 32 20" 26
tJalex
'�Mpadna C,oremad bySnowLoad
i.y Ya'kies;n aherre table n>psnrsthe meotimtmt attowabia> in inches for putbtrt ieroas aiyon EooFastein Solar atendoff
2}�ailotYad spaatt9 approved by ElxiFaetert 8oiar�48'
&)Ma4d'mtttn SUMW dWAW tsrpdty=647#.(perftft mwb)
4.)includes eddiiia W tf dw clad*of-1.6 for leg pulicut own*
6.)Values based art a matdm mnmduie bogth ad7W
6.)Boated on Risk Campmpit(ASCE 7-10)ahuduras less t!=30 Win tAW
• 7:)JN ed�tttrestt featars ate Ito 1.No el6e apttaFRc ertghteettrrg a lhaluded in this table -
wwmwfastemalarcom irtfio@ecofastettsolarcom. W-09.3947 8
a
Snow Load 27-30.pof.
Wind Speed: Exposure_ 1 <Roof P(!eh 4 012 7.42{Roo!Pitch K 1z;1z
A8C 7435 1tSCE 7-10 a 7.ane 1 Zone 2 Zone 3 Zone.v.. Zone 2 Zone 3.
S 98 58
66 110 rnph }cam s7 42
D
. _ . - .. _ `T ins_ 56 .35
e a5 _54
90 mph 115 nigh C 104 61 a8.
D 88 61 32
B 72 46.
100 mph t26 mph. C 138 St Sit .
D 74 43. . 27
B 9B '57 88
110 mph .140 mph C 70 41, 28 68: 64 54
z3: 59 34 222. 56 48 46
a as 60 . -.a1 as tpa
120:Mph AGO Mph- c 61. 38 22.: 56' 47 47
D 1 '51. 30 19 49. 40_ . : -40
Notes:
�Spacl hil Gftemed by Snow Lwul
1-)Vetuee fn above taMo represent the meadmirrn aMmabia spacng to Inches for pullout forces only on EccFaden Soler standak
however the designer must round down to meet appropriate rafter spacing
2.)Mmdmurn aRowed-spacing.approved by EwFastan Solar Is 721
e.)Mexhntrm allowed stamiatf capolty-5M(pm'leger9 )
4.)Includes additional tartar c t safety of 1:5 for lag prdbcd capaolty
5)Values traced on a maximum module width of 4(r
S.)Basest on tank Catogory 11(ASCE 7-10)structures tess than 30 feet in height
7.)All adjustment factore eye sal to I.No of a xdflo engineoring.ta Included In We table
Snow Load 2140 psf
Wald Speed Exposurta 1 2:12 4 Roof-Pitch t.6:12 1 7r12 c Rool Pi1Ch d 1r.12
ASCE M ASCE 7.10 Cate a Zan.I Zone Z Zone 3 Zone-r Zone 2 ZonQ 3
B 49 30
90 mph 1'16 mph C 59 35 22,
D 50 29 18 38 '38
B 68 33 20
110 mph 140 mph. C 40 23 14'. 38 31 31
D 34 19 '12 32 . 26 -25
Notes:
Spacing Oovemad by Snow Load.
t.)Values In above table represent the maximum allowable spacing in Inches for-puitout;forces;only on-EcoFaftn Solar•smndcfi
2.)tJ Amurn allowed spacing approved by EcoFesten Solar is 48"
3.)Maximum allowed standoff cape ty=5474(par testing results)
4.)Includes additional factor of me"of 1.5 for.tag pullout Capacity
5.)Values based on a maximum module'iength of 7W
6.)Based on Rlsk category II(ASCE 7-10).etructures testa then 30 test in height
7)Ain adjusbnent factors are sat to 1.No site specific whgtm u dog is Included in this table
www.ecofastensclarcom. lnfo@ecofastensolarcom 877-859.3947 9
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-Snow Load 4l-60 pef
Winds E gMUM 2:12 a R*d Pltah.l f3:12 7:12 4 Rc Pitch c 12012
ASCB 7-M ASCE 7-10 Cato go Z=1 . Zane 2 '.Zt>Ite 3. . ..Zone 1 -Zone 2 Zone 3 :
B 6S
(!li mph 110� C 42,'-
Df5` 3S'. . .
B 54
90 mph 115 t� C Gt- as
D 51 3r2 ..'
B 45:
io0 mph, -125)npfL C .32
D 43 27
B ST 36
i i0 mph 140 mph C 41 2l3
D. 69 34 22 412
B. 50 31
120 mph. 160 nO C 61 " 36 22. .. . 47 .:47.
D. 51' 30 18 . 4_ d4:' .:, : 40 :AO-
Notea: .
�8pacln9 Mramed by.Snout Load
1.)Vetoes fn aboweltsbta neptsaeMtha nmhdmurrt atlawabie epedng in ktobea for puitou_tftxwa anh on F.coFasft►Sotet statrdat�,
boys w*a ds iWw mtot mwW dawn to mast app oprlatp rai nr apaatrTg
2.)Matdnutm sl Wed'spaft S*WM by F=Faatm Solar li 7r
3)Mmfnum shorted standoff slandaff Opft=5M f)fertlretlmg rest)
A.)Indudes addi*Md factor aloft of 1S for ft PAcut capabf
6)Vatuss bead=a'modmum module width OMW
0.)Based on M Cat wy it(MOE i=1o)sftN tees Teas itmrt 30 f M Le tit
7)An adjutd<rtentfattcta are sei to 1.t4a t�tla t�trto esrpfnaarin4 Is fntludad la 0tiata#le
Snow Load 41.60 psf
Wind S •Exposure 2:12 i ttoaf Pitch•:612 I 7a12 s Rod Pfth a 12.'i2
ASM 7-05 ASCE 7-10. Cate c zone t Zone 2 Z+ow 3 Zone 1 Zomo 2 ZOna 3
B 30
t30 mph 115-mph G 3S 22
D 29 18
13 '33. 20
110 mph 140.mph• C 23 . 14
D 19 12
Note=
�Spaft ttoVemed by Snow Lead.
1.)Vduss In above table rspreaemtthe meadmutn a>sowaWs epacing.In Inches far puffmttMotms onty.on EcoFastan Safar etartfott
2.)Mwdmum Arced speeing approved by EcoFesten Solar is 41P
3.)Mnxh+urm Sifted atendalf eapafty■547#(per ftfp Waft)
4.)Includes adds trial fiaotor of safefir of 15far tag pullout oapedty
6.)Velma based on a mw tnum module lore&of Ar
B.)Based an Rlsb Cate"II(AM 7:10)sWotures.less alert 30 teat in height
7.)AD f4ust meat facte's are sat to 1.M aft apeellto ha}gtrte ng is Icududed In tide table
wwwAcofaseansolawom lnfo@ewbstensolarcom 877.859=3947 1i
Snow Land 51.60.pef
ed a eed : E*mtn. — 2:12 4 Roof Pfth4 6:12 1 7.12 a Roof PMMI 19
7�7�,WASIDE 7-10 Cfdo Zone 1 Zonn 2 . . .7otte3 Zone 1.110 niph' . C 42
D 25.
B 54
90 mph 115 niph C 39
D 51 32
B. 45'
'100 mph 125 mph C 6a 32
D 4�. 27
B 36
110 mph MO mph. C 41 26
D 34 22.
B 60 . '31,
120 mph 150 a" C 86 32 .
s+tetes:
�Spar9rtg Goventad bySnawLead
1,)Values In above We represent the maximum allowable spacing In inches for pullout forces only on Ecoirastensdar standoff,
however the deslgnsr must found down to meet appropriate rafter spacing
2.)Maxbnum allowed spacing approved by EwFasten Solar is 721
3.)MU odmum allowed stsndaff capdty=-547#(per testing results)
4 j Includes additidnai fW tar of safety.of 1.5 for tag pullout capacity,
B.)Values based on a maxhntan module width of 4W
6.)89W an Risk Cetegtuyy If,(ASCE 7-10)sttucww less than 30 feet In helgM
7.)Ail adjustntentfactors are see.to 1.No Site specific englneedng.is Included In this table
Snow-Load it 40 pef
Wlna s ead I- Exposure '.2:12<Roof.Pfth a 612 7:12 ti3oof P1tch 412:i2
ASCE 7-05,ASCE 7-10 Cateq* Zone 1 Zone 2 Zone 3 Zone S Zane
B 30
9D mph 115 mph C 22
D -29 Is-' .
B 20.
110 mph 1A0 mph: C w 14
D 19 12
Hotam. -
�8pacditg Governed by Snew.L4ad.
1.)Values In ebbva table represent the madri m allowable spearIn inches for pufiotrifbmes only on EvoFaatert sots[stars" .
Z)MmdfnumelfowedApedrig approved by EocFastan Soler Is 40"
3.)Maximum eliowad Mndolf oepcity a 6479.Wlesting results)
4.)Indudw additional factor of safely of 1.5 for lag pullet mpaefly-
5.)Values bored on a meodnsrm module length of 70'
&}Based an Rtsk Category A(ASCE MID)st ructums less than 30 feet In hetpht
7.)AD adjustment factors ate get to 1.No site apadit angineering is indudad In this table.
wwwecofastenso)arcorrt Info@ecofastensolarc lm 877-B59-3947 12
GrounainG- inFormaTion
The rail-five Roctc It System maybe used to mount and ground W modules that comply with 1,1I.1703,only when that specific module has been
evaluated for mounting and grounding;In compliance with the lnduded tnstsisation Instructions.
Note;Grounding lug must be visible to inspectors from the entire perino".af the PV array,
Multiple Use Grounding Pins
Grounding pins wlthln the Mid-Clamp are multiple we bonding/grounding devices.Modules vW11 need to be adjusted If the Mid-Clamps are
loosened to ensure them is`nevfinetalto pierce Into upon retightening.
Grounding Method
Rock-it 4.0 Mount bonds N-5 rows of modules
Rock-It4.8toupfing bonds E W roves of modules
RockritArray5klrt bonds E-W along the entire array when installed
One Sumdy Ct50-lTN ground lug is required per W array,limited to 3t14 modules placed In either portrait or landscape orientation.
BonoinG ASsemBLW Onto. aonUnG PEITH
integrated Bonding
ewrvaln.
. �}M7tlEltAbitY
wwwAwbstr mlarcom Infteeofastensolaroom 87I-W9-3947 13
THermaL Expansion anD sonDrG
A thermal expansion gap is required per
each continuous CIO"Iength of modules. '"" ftnd Path
Grounding Lug
Omit a coupling and Igave.a Ygap in
the Rode 1k Array Skirt and also bebween
*a modules at that point:
tw voekat coupOng
e fteek•9th4asnt
—Rock•It"Wrt
.BrcaCKeT spaonG
Portrait.Orlentatlon Landscape Orientation
Ma)d mum easflwest bracket spadng Is WOC. Max eastfwest bradmt spacing ts.7rOC.
32mm module:Mark eWwest bracket spadng I er s 48'.00.
-Sp dnomy valydepoulft upon PajedvedItcsCnrcaaareeedpetnw=L&Mgh snow and vrrndW
STEIGGGreD .LaIJOUT canmLever am OFFSeT
Staggered Mountfrig Points
}
P
vRodc-ItMw,lAt ®t{ede4reoktplfig QMkve:Maulmun eMMewh1/3erackasMdr%g.rorpomalt
«letlon lnat;Ons,chedt i prior to inaltletg.
7rte array IaY�hrstrucHansf�}tirtsinstalfatlasr manualalrera�
genera lovervlewoflayout Periodlcallyduevoavadetyof afb�� all mofedgmdependsonwkdspee&snow
fecLors(roafobstarter.sl�dingetcaoNierlaynufaaterequt�rd. loads, &Mcodespulocatlen
WiNWAwbstensolar�com ir*@ecofastensolamom 877-859.3947 14
ROCK-IT S S"T"e M 4.0
sysTem speaf=icamons
Mau Nttof Panels M rAodoW pea ground4ug Matetats 3W SedesStaittlM
M Series Aluminum
MaxSysherrtY'oltage 1oo011DC Ccaung BladcAndodM>auonft1IFln1dt
Cass At7re Rating 1Mth UL1703TVpe 1 Rated tug Spedhcattons BurndyCL50-17N Ground lug
Modules,see now belm (UL IJs"AfI M E9999) .
terelingRarage 3 1` CxaundWlre• 14AWG-4AWGCapw
PetaboveLugspec. GroundWim
Rocl**SlkleeempRange r MaxModuleSim 64W(1650mm)x
RockASskre'Iile 76 3W(MrntN x2'(64nrm)
M}NMax RoO fie 112.12112:12 MaxDawnftwAjpraRatrng 45 PSF
_MaxAnchorSpadng(35mml4omm) 721 RodAt}RlountLaWl aung S47lhswIthStng1e5l1W1ag3A
Max Anchor Spacing.tainno 48" Saft Factor
Skirt BoxQ1Y 6 unIts 511de Fastening Hole SA(Mameter
Mounteloxci7Y .12units ModuleCardever MaximunscanuleN h1/3
Rock4tSRdeB=QrY So-units luadwtspac[ng
CouplingBcxt23Y 12un(t iftmnty 20YewMate WandWcftw%- .
ship
Codes National Electric Code,ANSUNFPA 70,NEC 25%NEC 690,IRC.IBC
Standards:UL 2703:First Edition,UL 1703
•..tsvl2uu,5uz �A�.tTrnS3nr
The EcoFasten Solar Rock-lit System Is a rooftop.PV racking system consisting of 6M.Series Aluminum and 300 Series
Stainless Steel components.The Rocklt System Includes the rack components but does not include the PV panels,
Inverters or electrical components.The PV modules to be used with Rock#t shall be certified under UL 1703.The
.system shall be used'an steep slope roofs mounted over a Class A fire'rated roofing material and attached to the roof
structure using 511W diameter,:minimum+4"long 300 series Stainless Steel lag:bolts with minimum thread:
embedment depth of 21120 Into the roof structure.
-Periodic lre4 nspE!dlo. l for loose components
The system Is subject to re-Inspection as required by the PV module manufacturer or by 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.
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WWWACofastertsofareom lnfo@eeofM%molar=m 877-859;3947 IS-
FOOTI: MS
New and Fmproved design + North-South ao t blUty
Fastest:eastesttotevelsystementhemarket Ontyonetwlmqulmd.tllYdeepweitsocitetj-
• In"rAW eWchfcat bonding + VeMcsl adjustment of 3'-4'
* SIMPLE anV4omponents
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a�nsdsr. L45Ps�N• 2S11x922sQ8 rael"ieastwasr: 9sA Sae an 72
axuana=v cxpmov 2ta1xfe2xaf ws,M.r&sr as 3fe 20 M
-A tsaw xmamm tus1x91 940 r42"199A5wAr " a8 20
,�mfrtar .kEbm1168 t6SCsl92sra iR9i'S44ASl9.ST° a0 a0 9D 72
2tdO8o4�r 2ltA11m�P•C8 ISS01c xaa iL96'yQ4Apl0t.47' 30 a0 >8. 77
2eRdO6a6r- ASAIoaUR43 26S829920 saWiftA944Ar >n as 28
w mots %1200625b 2558x99a s48 G&W. rar a sr.- m 30 21 72
iseaam,es a�71oMeRf 2coa2f10xfa s�s7'xxta75daf° as a6 23 72
LOUmtm*t 1iGdGu".811 26os1008Rro 6as7SGkl9T94s1" 0 fD' 20
Adm9dr AGtttMt4l"US 2itDsa9reo 6ai"a9f06"laae' so =G 20. 41
REt10U Ritd O nox992xa8 "56'MAS' Ir as 90 20 72
S1hb 25Sa2990i92' ii9IMirAlm" 31 90 28 W
2g saw* t�srreiil xmifot mmoxe 686!N1S3n,ST Be n a a
kh10 t-ga&e - GiRtOO423X -29mg1808xr2 ALIS"d uAd":2- -88' a0'L 21 - 40, - -
mmv is-QCtw Q=042XC IMSIfl1ax22. tS7b9!l9i7'Sa.25+ as 30' 2ON 92 .
summe 4`A QWT 267 SOP240' 8S7r�fd9sr5d a7" 30 020 .
i m R@Cma" 2s79x9f7xae 6591 itA2S`a2 a' 313 28.. >8 !?
RM REruwtm 367sa997xa8 6Sla51i926't0.6+' 90. as .29 41
B11at4Y0tiia. 1WMManOBhdt 1a76s9Gix8a 6S1s'krRlKuu38 2D' 2s: 20 72'
5'otrNilatid cwweaeaanaebdr 2b7ax911s1a as11•rirtta"aLao�• aa. 2f 20' �
•Hanwlp4teB13�unmatttlestabeiegedvAthmd�Nado-flS�eiCa�natts.CeBfadatets.
*ECOF
asten Sola
www:ecofastsr�olar.�m tnfc afas�ettsolaraotti W-80-3947 16
Cut'Sheet Rock-It-4.0-1ount'
I. 'Uhstsltatinn.to the completed In acmdarm with mangers written specifications and Installation Insbuc9ons.
23. e� oo tilts M mr for doWed meteftl,finishes,and configuraton a0wo.
out
4. Do not w4b drawings
S. Subject to change vditioutnotice..
o �
Q
3.171n
[80.54mm] 2.501n
[63.50mm]: �$
I
2.02n 2.14n 2.341n i.
[51.38mm]Y� (� [54.37m , [59:3bmm]
_..�---
32mm 35mm. 40mm
4741 W Polk Street Ste.4 i
Pihoerft AZ 65043
Toil Free:Phone 1.888.766,4273 Toll Free.Phone 1.877.859.3947 'Material:See Spec Sheet
Toll Free Fax 1.888.766.9994.i Tall Free Fax 1:888.766.9994 Scale_ 12 612812017 MO: - EFS: X
Data Sheet
Enphese Netmrldng
Erg p hase The Enphase AC Combiner 6ok wlth Enphase
Envoy-Sw consolidates interconnection equipment into
AC Combiher Box a single enclosure and streamlines PV installations by
providing a consistent;prewired solution fbr residential
applications
Smart
Includes Envoy-5 forcommunication
and control
• Flexible networldng supports WI-FL
l ,
Ethernet,or cellular
Simple
• Three pre-Installed 20 A/240.VAC
w cl►cult breakers
j ''' �•,:.• .. r.e�+n 'H' • Pre-configured revenue-grade
metering available
_ t
- ; ':r • Durable NRTL eartifled NEMAtyype
s BR enclosure
• Ftvalearwarramy
E,
To learn more�ee4 fnphase offerings,visit enphasecom ENPHAS
a.�
f. (�►
Enphase AC Combiner Box
MODEL NUMBERS
BEES
-RAM1120-8(9600034)or AC Combiner with 8028e Envoy Iileletad'for integrated revenue grade Pil production
(880-00211) metering(ANSI C12.20 4/-0.5%)and optional consumption n=kotfrtg.(4/24).
ACCEWDRIES(orderse
Enpbove Mobile Connect' Plug and play Industrial Wade celklar modem whh five-year data plan for aysdrma up%60
CELLMODEM-01 DO)or mf dmmrters.(Available in the In,Canada,McAw,Puerto Rkxk and the US Virgin Islands,
CELLMODEM43" Wherathare lsadequde cdb twsarvioelnthat hefa bMn ai+ea)
Consumption'MonttaHng CT' Split we current transformers enable whole home consumption matadag(41-2.5%).
CTv2011-SPtrf.
ELECTRICAL SPECIFICATIONS
Rating Continuous dusty
Solar branch clrcuft breakers, Three 2�pota 20 A/246 VAC DIN mff mounted breaim-
Msximum system voltage 24O VAC
Rated output owrent 48 A
Rated fnputeurrehnt,eachInp a. 16 A
Mmrlmwn fuae/dMV t breaker^rating(output) 60 A
Production MewrbugCT 200A wild core tWn telledoncularbusbarandwiredtoEmroy-8
MECHANICAL DATA
Dimensitine(Wrdirdy) se.O x SB.7 x 2O 8 am(15.04 x I&r x&(r)
-welIIM &I kg(11.2 Ors)
Antbleat temperature range -400 C to;46?C(400!10.1150 F)
Cooling Vented,naturalcomrectforL plus hestahteld
Enclosure emrlronmeniel rating Outdoor.NRTtcerdfled,NEMA type Sk potycarbonate construction
AlUbWe To200 Ornate F$(6.560 feat)
whealm,- Follow tcosl coda requirements for conductaraWng..
ModelXAM1120-9 •.14 to 6 AWO copper conductors for branch lnpute..
• 14 to 4 AWO copper oeruductors for combined output
.ModelXAM1UQ •12t66AWSomperconductDmforbranchInputs.
• 12 to 4 AWO 0opper conductors foreombined output
INTERNET CONNECTION OPTIONS
Integrated W141 BO2.11b/g/n
Ethernet 002A CatSE(or Cat 6)UTP Ethemot cable•(not Included).
cellular Optional,CELLMODEM-01 DM orCE_LLMODEWOS(4G)=Orat bududed)
-COMPLIANCE
Compllence.Combinereox UL 1741
.Compliance.Envay-S 1I1-416
CAN/CSA C22.2 No.61MG 1
47 CFR,Part 16,Class 8,ICES 003
EWEN 610104=06
EN50066-1,EN61000.4.5,EN61000-",ENn1000.6-
Metering:ANSI C1120 a Mneydasa 0.5
To seam fwre about Enphase offerings,visit retpheSg.=n
!i-OlaDeck
s�o w Ronf.a��eMi coa�un�t��ta
auto Features
• Stamped Scamlesa Consbuction
• 18 Gauge Galvaniaed.Stee1
a Powd@r trotted Surfam
e Flashes into the roof dick
t .3 Roof dCl*lt oftuts.V,W,1p
• t3 Cent dng dlmpies.Ibr oftio t
tVmp or conduit
• .2.Position G mund lug indeed
+ Mounting Hatdward IndWed
6araN*Model so OM
SotaDeck:ULSO Type 3R End baurm
AvikMe Wdelm
SD Drea-ta' M RM)
Model SD 07aS-.(6`.dMd pIn RaiO
Sota®eck UL 1741.CombineNEncloslares.
Modsls SD OM41 sW SO.07W 41-9m btbeW 00 Erl.IbW UL STD 1741
acdar�frs to sr�uL.BTD 17+41 tot plgloYottB[a oottfbit�r endoaursa
Max Rt3Eed 4OW",12tiAMPS
L�loi�al SD Qi�a1.3'FtaQed Dtti Rail ta�ftea ua4ng t�cfrodc aim
"Tip"Sysbm coffdpm►uon
4.On stall Mouf tad Fuse Holden 6OMW 30AMP
1-, Rawer Gielnbutlon 8lade6OM=1T;t W
1-Bus Sawa UL rug
model SDWW 41 8'SkOd pin RBI f vabV steel studs
"Typkai SyaOln Conte
4.t1it1 Rail MoUnted Fuse Holders 6fl0VDC 30 AMP
4-Dm Rd Mounted TenWal Bbft
Bua Bs�svtr�tt UL�
"�bafders and tslrrrEnei blacks
added b ft Amid ffW bo ULEemd or
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