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18-20038
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20038 ' BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20038 Address: 7951 MERCHANTVILLE CIR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CRESTVIEW HILLS Est. Value: Parcel Number: 35-25-21-0120-00000-0530 Improv. Cost: 8,727.00 OWNER INFORMATION Date Issued: 7/31/2018 Name: HIERONS, JOHN & SALLY JO Total Fees: 195.00 Address: 7951 MERCHANTVILLE CIR Amount Paid: 195.00 ZEPHYRHILLS, FL. 33542 Date Paid: 7/31/2018 Phone: (813)715-0868 Work Desc: INSTALL SOLAR ROOF TOP PANELS CONTRACTORS APPLICATION FEES MOMENTUM SOLAR BUILDING FEE 127.50 MOMENTUM SOLAR ELECTRICAL FEE 67.50 Inspections Requfred FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 maybe 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 Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRA TOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-7e0-0020 City of Zephyrhills Permit Application Fax-B13-780-0021 Building Department /� / ' Date Received Phone Contact for Permitting 7 3Z c1 W--LI?a a L 1 1 1 1 1 1 1 1 1 1 1 1 1 Owner's Name 11-Hiceyns. Owner Phone Number QU - Owner's Address �5, e UL r Owner Phone Number 3 2-- 0P LIP - Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS - ,3 I I I LOT# SUBDIVISION l PARCEL ID# — 0 - 60 - - D (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK on BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ �--1 r VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ l AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER I FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER /=tebMPA'NYra SIGNATURE i REGISTERED Y FEE CURRREEN Y/N Address A A License# I C 57 / ELECTRICIAN MP r SIGNATURE REGISTERED Y/ N FEE CURREn I Y/N Address License# 3 000 PLUMBER COMPANY SIGNATURE REGISTERED YIN FEE CURREN L Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREn Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREt Y/N Address License# Illtlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms,R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. :•Directions Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter If on 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 deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the'contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating _ the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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.S. .03) OWNER OR AGENT CONTRACTOR��IlA� S scri ed nd swo r affi ed)before me is S svvcn ed and swo o(or affirmed)befo a me thi by � L�bY �1VLe ��� !! �tf � r /a((e personally nown to me or has/ha Who i are personally known to me or has a e produced �1 . (..�. as identification.. as identification. �A�otary Public VCJ` Public Commission No. Commission No. Na Name of Notary typed,printe ow r Nary Public State of Florida Tamarya L Webb .►0• Notary Public State of Florida My Commission GG 217565 Tamarya L Webb Expires 05/14/2022 +• My Commission GG 217566 �gwand� Expires 05114/2022 Permit Number IIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIII Folio(Parcel`ID#: 3525210120000000530 Prepared by: Tichinia Venture/Momentum Solar 18116261 8248 Parkline Blvd:Suite 100 Odando,FL 32809- . Rcpt:1972922 Rec: 10.00 Returnto: Momentum Solar DS: 0.00 IT: 0.00 8248 Parkline Blvd.Suite 100 07/11/2018 M. F. , Dpty Clerk Orlando,FL 32809 PAULA S.O'NEIL,Ph.D.PASCO CLERK & COMPTROLLER• 07/11/2018 10:48am 1 of 1 NOTICE OF COMMENCEMENT ' OR eK 9754 PG 3037 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 property,and street address if available) Crestville Hills Lot 53/7951 Merchantville Circle,Zephyrhills FL,33450 2. General description of Improvement Solar Panel Installation on Rooftop. 3. Owner Information or Lessee Information If the Lessee contracted for the Improvement Name John and Sally Hierons AddreSS7951 Merchentville Circle,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 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. i Name 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 Ii SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE i RECORDED AND POSTED ON THE JOB SITE BEFOFtE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LE DER OR MJFTOIINEYOMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Owner j Signal- of Owner ore ee,or O or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing Instrument was acknowledged before me this 3 day of July by John Hierons man year , name of person as Owner _ for Type of a ority,e.g.,officer,trustee,,attorney In fact _ Name of party on behalf of whom instrument was executed Tichinia Venture Signature of Notary Public—State of Flori- ', Print,type;or stamp commissioned name of Notary Public - Personally Known = OR'lProduced ID ':X ' Type of ID Produced - " Notary Public State of Florida f Tichinia Venture MyCommie9ion GG 212556 1.1 p Expires 04/29/2022 _ I f IRC(J�3' 0 STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A . TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE INC UVITN S MY HAND A! OF ICIAL SEAL THIS __�� DAY OF �j 2 CJ'j PAULA S. IL,CL C MPTROLLER B � DEPUTY CLERK r: .>° - Q w B City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: loom � �UdY► �� Date Received: ZII Site: Permit Type: Approved w/no comments: ) Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. / j L��: ?�-2r 0I Kalvi Swit r lans Examiner Date Contractor and/or Homeowner (Required when comments are present) CITY OF " NOTICE / / BUILDING ZEPHYRHiLLS ' DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS DATE PERMIT# THIS JOB HAS NOT BEEN COMPLETED, The following additions or corrections shall be made before the job will be accepted. &q e ;ZCqa i zziel _V_-r -06 4,M 4: It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered;any part of the work with flooring,lath,earth 780-0020 FOR RE-INS CTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR: Daniel W. DUnzik Architect LEED-AP 370 Burnt Hill Rd.Skillman, NJ.08558 908-872-3664 Studlogdesign@comcast.net June 21,2018 Zephyrhills, FL Attn: Construction Official Re: Proposed Photovoltaic Solar Panel Installation John Heirons 7951 Merchantville Cir. Zephyrhills, FL 33539 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"x6"wood rafters @ 16" O.C. spanning 1 FT'with with intermediate supports at 1/3rd points making the effective longest span 9'6" 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. 5116" 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= 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=713.4sf Tributary area panels/attachment max. 713.4sf/89min= 8sf. Min Number of Attachments=89. Wind pressure 31.4 x Area 713.4/ 89 No. Attachments=622 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 xl.00t= 1,276 Lbs Max. >6221bs/attachment OK • � _ i 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,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. Digitally signed by: Daniel W. OF.Fto Dunzik y'�P'• �� DN: CN = Daniel W. Dunzik • :�oPN�E� L)UN2�Vr email = STUDIOGDESIGN@COMCAS 9879 �~ T.NET C = AD O = RA. LEED- ••'� AP OU = FI. Lin. No.AR98795 isj�l4•"D Fz Date: 2018.06.21 10:29:40 - E A 05'00' Daniel W. Dunzik,RA. LEED-AP FL. Lic.No. AR98795 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 . ' ^ ^ - /'---------'--------'- ��QN� '���m�� ����--L, N���N �k ����NN --'~���N '-- �----------- ` ' ����� ��NN~~��� � 0���������N��m�°��������=��NQ� � � �� / _---_-----_- ---_�-'_-_'_'�-_--__-- � | 1. Installation toba completed inacoordancewithmanufmcturar'ovvritten 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. Om not scale drawings. | � 5. Subject to change without notice. | ' / ! . --_-__--� | ! � ..l. . .7i [l \ FooziDq//U--� [�x�'� � � � � | . ' 7^OOiil � ��� [1 77 ROF0r/| ' . '~~ � � | | i � | . | | ! ! � | | ! | i . / . / | ! � � O� . � ' . . .z6. . z' u�x / � �c �c Fc | � �A �d � �l mJ g �] Lu .. / // �� .' //// �z. .��or/| i 32rmFO 35FOm 40mm *EcoFasten Solar,-r- 4741 W Polk Stree Ste.4 Phoenix,AZ 85043 Toll Free Phone 1.888.766.4273 Toll Free Phone 1.877.859.3947 Material:See Spec Sheet � \ ' | � ! | | / ' . ^ ^ ' - / x��� ������� �=�� N� � � U����� �=8 o������N°��� q��� '�NN���� � �����N��� ��U� ��N ��� Coupling �� �� ���=�� �°�� � 1. Installation tobe completed inanomndanoewithnnanufoctun*r'owhtten 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. � | � . / � | ^ � 3.76'D ! [�» ��DO--1 Lou'^' / /U - � / � � | ! i / | 7.ODD � � --7 i �l77ROD7|rU ' ' ' '~~ ' i | | ! ! � . � � ! i � | | | � � | ~�'O~O~'n | � 7FO~~ �Fl� � L' ' //� / | / / � � � ' � v�x / � /~*/ / .- u*xn i ' Fc �c Fc ' � �R � n, | g nn| [o ' //xr| �� ..J/R� �3. 'J�FO - - � 32nnFO 35mFO �OrnFO '~' '' | � ! / / �u,,,, ..w srld�lfjl���'��i•'°��� -iY;;'�t.--.�; +•,-,� - - :�ilh:i. tir-�l - - j TIT IU rill IN&I _ .� 11 �'„'t. __�r�[. I'' � - lye `f+- .. j �II� •�� ow Itaw ROCK- IT SYSTEM' 4. O RAIL-FREE RACKING UTILIzes ECOFasTen sOLars PaTenTeD TeCHnOLOGY ®®A 0: -EcoFasten Solar® ® C® asten Committed to the connection 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.. . ................................................................................................................................... System Specifications Evaluated, Compatible Modules ROCK-IT SYSTem 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 • North-South adjustability • Fastest,easiest to level system on the market • Only one tool required (1/2"deep well socket) • Integrated electrical bonding • Vertical adjustment of 3"-4" SIMPLE-only 4 components SYSTem comPonenTS* - reouireD -- Opt ROCK-IT SLIDe ROCK-IT 4.0 ROCK-IT 4.0 COUPUnG ROCK-IT 4.0 4" For comp SHinGLe MOUI'1T & LOaD BearinG FOOT Array SKIrT 8„ For Ti Le SYSTem comPOnenTS* - oPTIonaL N,",W40-40'... ROCK-IT CUP SS Q�Ec®Fast6+ ®la1 17 - (ReFer TO PG. 6) EcoFasten Solar products are protected by the following U.S.Patents: 8,151,522 8,153,700 8,181,398 8,166,713 8,146,299 ROCK-IT 4.0 8,209,914 8,245,454 8,272,174 8,225,557 9,010,038 ROCK-IT 4.0 Array sKir T 9,134,040 9,175,478 9,212,833 ps HYBrID mounT ---- -" EDcaps Caom (ReFer TO PG. 5) Pre-in�as eo on EaST ROCK-IT CLIP 2.0 eno of sKirr sec-rions) (ReFer TO PG. 6) *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 ROCK-IT 4.0 MounT ASSef"1'1BLJ NOTe: ITems 1-7 SHIP assemBL.eD 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 (41 7 5/16"-18 x 3/8"Hex Serrated Flange Bolt 300 Series SS 8 3/8"ID Star Washer 300 Series SS 44 9 3/8"-16 x 3"Hex Tap Bolt 300 Series SS i6'w �tl ROCK-IT SLIDes are accePTaBLe BracKeTS For I Use WITH ROCK-IT 4.0 (SOLD SeparaTeLJ-) ROCK-IT 4.0 COUPLING aSSeMBLY 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 -�i 5 Rock-It Load Bearing Foot Base I �J i www.ecofastensolar.com info@ecofastensolarcom 877-859-3947 2 ROCK-IT 4.0 HYBRID MOI. nT ASSeMBL9 NOTe; ITems 1-10 SHIP assemBLeD 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 � 9 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 �IJ 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"718 x 1.5"Hex Serrated Flange Bolt 300 Series SS 1, C,J ROCK-IT CLIP SS ASSeMBLY ROCK-IT CLIP 2.0 ASSeMBL�J NOTe: ITems 1-3 SHIP assemBLeD NOTe: ITems 1-3 SHIP assemBLeD 1 Stainless Steel Carriage Bolt-.313-18X.75 1 Rock-It Clip 2.0 2 Rock-It Clip SS 2 Stainless Steel Flange nut.313-18 3 Stainless Steel Flange nut.313-18 3 Bolt.3125-18x1x1-S • �• ILA l 'err www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 3 ArraJ LaYOUT • Find the required structural attachment points. '.. Mark these using a vertical (N-S) chalk line on the V center of the rafters. ` • Spacing may vary depending upon project specific �� : ���4:�{,z�;=�t; � �': :,::: •,�.. structural requirements;i.e.high snow and wind load areas may require lesser bracket spacing in the E-W axis vs.the maximumspacing.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. 'w {f ' • 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". GreenFasTenTM FLasHinG insTaLL s 1 Locate the rafters and snap horizontal and vertical lines to mark the installation , .. F .,:.,...-�. :.n:.,,_.r,._:,.. �� position for each GreenFasten flashing. - ". 2 Drill a pilot hole(1/4"diameter)for the lag bolt.Backfill with sealant.EcoFasten Solar r. r,' - ,; '' recommends an EPDM mastic. 3 Insert the flashingso the to art is under the next row of shingles �:;Y,r�,•._.;'��=`'- -.`;,n E�. :,. . - ,. ._ p p 9 es 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 turnip 9 9 9 9 PP P 9 when torqued. 4 Line up pilot hole with GreenFasten flashing hole. a 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 of the 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 SYSTE'I"1'1 4.0 inSTaLL ':�,:--•�-- - _ - - - :n.41 fir. r=^... �:,_; M.rt:��: _ I;_./�,. Y.V ^I- �. '"..__.. •c•F+• 't'J•''$vim•.4�!' ,,/,� i.`'. "%•::i'�:' � -`'.t •— `Z; �'=i. ,.l ] ,'.':��v:; t�`ii.r-'..r' .f 0.;'t „4, .. ir:'�— .•I _ \`�'at�•f"'.iyn �.,a.< ''k,y,'.`"'r /•t 4r. yam• �i, If•Il+ni� � ',,y i.+ ,:'': /S•.::�:; ! -! :i �4yyr I I 'j'+n 4 +•.'yyi .7::ei y:�. y �1.� ,�=`_�'�fi [Y ,�,�!7 �;,'•>�' .YYV iir1,1>�i ::j@�I ��'{��' ;g t�`� �C�Yii '�..Fx?'i;`.a�fll � � u•may �1,.A '9�..^. =`er---�-..,7=.e„";�.— �'.6'n:+'•r ..- 7 f:�ta 1w, , AW he r:� _ � �±ti-...��•.�.0 'IIC�_:'�5'.�:'9: 's� �III�+1•�i�' � f .�"�"` e:.;.: _ -S`;,�;,v';-1;�,_ �}',���•i } '_' i •Y:T`Y ��vL`•p:•�E.•'•vl=t�r'� {.<ll.?�+i- �.... �i�E;,., NF�., 1� IJ . ,. ;:, >• ;. :I � sue•V::k , Sy �tY� x_ � .r4�j1f��`�`f.•. ,7 ".RSC-�..��,�e � 9 .;f•f F/ LAY 1Y Yr il'. !N Fig. A Install EcoFasten Solar Flashing with Rock-It Mounts Follow EcoFasten Solar Install instructions for flashing and bracket install(GreenFasten shown above). •Optimum vertical distance between lag bolts is 1 3/8"plus module dimension. Set mounts on eave most row so that the Rock-It Pedestal is on the South end of Rock-It Slide. • Set mounts on all upper rows so that the Rock-It Pedestal is on the North end of Rock-It Slide. 2 Install Rock-It Array Skirt onto Eave Mounts Slide Rock-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,clamping Rock-It Array Skirt to mount.Torque to 200 in-Ibs.(130 in-Ibs.when installing with 32mm modules). 3-4 Install Rock-It Couplings(when joining 4 panels with a Coupling,the use of a load bearing foot is required) • Prior to mounting on the roof,snap Load Bearing Foot into the bottom of Rock-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 field by assembling a coupling to a mount pedestal,or by purchasing separately. 5 Align and Straighten First Row of the Rock-It System with Rock-It Array Skirt Use North-South adjustment ofthe Rock-It Pedestal to straighten Rock-ItArray Skirt and align module with Array Skirt. Torque screw on side of Rock-It Pedestal to 150 in-Ibs to secure it to the Rock-It Slide. Adjust Flange Level Nut to level the system(optional-can be leveled during or after installation). 6.9 Install 1 st Row of PV Modules .J • Slide upslope Rock-It Mounts down to engage top offirst module. Install Rock-It Couplings on the upslope side of 1 st row of panels. •Torque 2nd row of Mid-Clamps on Rock-It Mounts and Rock-It Couplings to specified 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 no torque 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 5 GrounDnG LUG nsTaLL w jf i f Necessary Components: One of the following ground lugs (or any UL 2703 compliant ground lug): Bumcly 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-Ibs. - 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 setscrew 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. e Drill hole per grounding lug manufacturers ry r ^ specifications in the upslope part of Rock-It Coupling for attaching grounding lug. Ilia 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 ■ -rr,,ra;;ie`.,: :si;n��rnatir�ns Yo. ",?ir,.ircrn @y@3 I 1 Locate all parts -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. 2 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 of the 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 is tight against the clip flange to avoid rotation during tightening. ROCK-IT CLIP 2.0 1nSTaLL _,:! Inverter Flange Module Frame Rock-It-Clip 2.0 1 Locate all parts -Locate the Rock-It Clip 2.0,micro-inverter/power optimizer,and the section of the module frame in which you will be mounting the micro-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-iriverter/power optimizer to the Rock-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 7 Snow Load 0-20 psf Modules in Landscape Wind Speed Exposure 2:12<Roof Pitch <6:12 7:12<Roof Pitch <12:12 ASCE 7-05 ASCE 7-10 Cate ory Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 B 159 93 59 M�P�88 85 mph 110 mph C 114 67 42 D 96 56 35 91 74 74 B 146 85 54 103- - ° 103 103 90 mph 115 mph C 104 61 38 98 80 80 D_ 88 51 32 83 68 68 100 mph 125 mph C 88 51 32 83 68 68 D 74 43 27 70 5_7 57 —-- ------ - --B--- 98 ---- 57 -- 36----- - 93 -- —76 --— 76 110 mph 140 mph C 70 41 26 66 54 54 D 59 34 22 56 46 46 B 85 50 31 81 66 66 120 mph 150 mph C 61 36 22 58 47 47 D 51 1 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 0-20 psf Wind Speed Exposure 2:12<Roof Pitch<6:12 7:12<Roof Pitch< 12:12 ASCE 7-05 ASCE 7-10 Cate o Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 85 mph 1,10 mph: C ia:: 65, " 38 '' ''f 24 61` I 501 50 p 55, 32 I; ill '2 -- _. .� a{,: _ :�r� 0 52 il,;, 42', 42 �B 83 49 30 6 90 mph 115 mph C 59 35 22 56 46 46 D 50 29 18 47 38 38 B - i;,� -.70; r -, - 'Y' - - 4, 41-;, 26 i I,;' 1,66"mph 125 mph'• C :;i. 50: j; r; 29 yjj°; 18 :47 39; 6 3q D ;`i:l 42 2640 i 32 32 .� - - -- �+ - B f56 33 20 53-� 43_ a 43 110 mph 140 mph C 40 23 14 38 31 31 D 34 19 12 32 26 26 Ih-__49,B + " 28 ? -I 8 - 46 . -, 'r 37 -- - 737 120imph 150 mph'' C ; ;',;; 35 20 ;i�; '12 ,11 33 i;;. 27'! 27 D 29 " 17 n 10 28 !i, 22 22 r 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 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 8 Snow Load 21-30 psf Modules in Landscape Wind Speed Exposure 2:12<Roof Pitch <6:12 7:12 < Roof Pitch <12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 B 93 59 68-, 68 68 85 mph 110 mph C 67 42 68 68 _ 68 D 96 _56_ 35 68 "' 68 68 ---_B_---- ���':�110.' �85 ---- 54 ---- 68 68 68 90 mph 115 mph C 104 61 38 68 68 68 D 88 51 32 B E' 11!( 72 ' 45 68 68 68 100 mph :125 mph C 88 51 32 .. 6$ 68 68 D 74 43 27 68 57 57 B 98 57 36 68 68' 68 110 mph 140 mph C 70 41 26 66 54 54 D 59 34 22 56 46 46 50 120 mph 150 mph C 61 36 22 58 47 47 D 51 30 19 1 49 1 40 1 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 21-30 psf II �I� lil l� i �ii! :',-.:.fir'"" ' t l� ill® Nflllli'I t�l INM Wind Speed Exposure 2:12 < Roof Pitch <6:12 7:12 < Roof Pitch <12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 - --- - - 1 l' ' B ��� -53 - - ,, 33 i 85 mph 110 mph p C 1 f{165 . 38 'I• 24 4 u' i 32 20 4 1 B 6 __49» 90 mph 115 mph C 59 35 22 1 D 50 29 18 38 38 NJ WO MOW '125 mph I: 'j' 29 18 '391 39 ' 26 r : 15 40 32; 32 B 56 33 20 QQ 110 mph 140 mph C 40 23 14 38 31 31 D 34 19 12 32 26 26 B `;1:49 120 mph 150 mph C '35' i' 20 12 33 "' `:2Z' 27 i^f i• i, D 17 i;;. 10 28 u 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 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 9 Snow Load 31-40 psf = Modules in'Landscape Wind Speed Exposure 2:12<Roof Pitch <6:12 7:12 < Roof Pitch <12:12 ASCE 7-05 JASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 B 8383'12 85 mph 1110 mph C ,` 83 67 42 D _ _ . 83 56 35 5'1 51 1 B „ 83 ri. 8:3 ,> - 54 5'1 51 51 90 mph 115 mph C m 83 61 38 51 51 51 D =a 83 51 32 ------- --••--- ----- ---.B .-... <: .83 72 ���E, _..._45 S1 5= 51 100 mph 125 mph C 83 51 32 51 81 1 D 74 43 27 5, 51 51 B i,';� "83f `.' 57 36 51 51 51 110 mph 140 mph C 70 41 26 51 51. 5T T D 59 34 22 5:I 46 46 --_._ ____T_— -._____B ___._�;. 88 ' •",v'- 50 - 31 51 t 51 120 mph 150 mph C 61 36 .22 51 47 47 D 51 1 30 1 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 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 Snow Load 31-40 psf 1111EJIMNII 111111111MI§M es=i n Wind Speed Exposure 2:12<Roof Pitch <6:12 7:12< Roof Pitch<12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 ;;85 mph 110.rnph, i C 38 24 3 i� D 32 -- B-- - 49 30 90 mph 115 mph C 35 22 1 D 29 18 _ 1 41 ,1'00 mph 125"" :h ? ,' C 3 29 1'8' D 42 !, 2 '- - -B--- - �MUM 33 20- -- 110 mph 140 mph C 40 23 14 D 34 19 12 1 26 26 -;--- - -- -- °;:- ,- ii-B - - -;�49 -- ---2- T,;j_-18- - '120 mph 150 im+ ph i. C j 35 20 �'i 12, 27 27 D �i!i"r 29 17 10, 28f 22; 22 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 10 Snow Load 41-50 psf Modules in Landscape Wind Speed Exposure 2:12<Roof Pitch<6:12 7:12<Roof Pitch<12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 B ,,,,;"j"66�.,_�:� fflB 59 85 mph 110 mph C =`T66 66 - 42 51 1'S1 51 56 35 5;1 51 51 a f66' ;66 ~54` 51 '' 1 51 90 mph 115 mph C .66 y`! 61 38 51 51 ' 81 D �t 66 51 32 51 51 5 B 100 mph 125 mph C "� P P 66 51 32 D -- --; 66 -- 43 27 5'1 51 5'1 B _"' 66 c 57~ 36 , 4 51 51 f 51 :' < 110 mph 140 mph C .,;�.,:„�66„ ;� ,; 41 26 D 59 34 22 51, 46 46 B 50 31 5151:: ;:Rr; :',' S1''._' ,-• 120 mph 150 mph C 61 36 22 47 47 D 51 30 19 49 40 40 Notes: OHIO"I �; - 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 41-50 psf I�il�11 ill 11i1 I� Iikbcu�'�iesi Porgy" 1111� IIIIII1 I® Wind Speed Exposure 2:12<Roof Pitch<6:12 7:12<Roof Pitch<12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 one 1 Zone 2 Zone 3 =B I 0 f1d33 25 ,85 mph 1101rriph { C 4 ;38 i!<24 s I�_..___J _ ( 32 ;II20 B 30 • 90 mph 115 mph C 0 35 22 2 a 29 18 !ice •�, 6ry-•_ � � 100 mph 125 mpN 8 r C !29 !11 -B .U 33 20 110 mph v140 mph C 0 23 14 2 i D 19 12 120 mph 150 ph i C . I: 35 20 I '12 !'. D :j:p 29 17 !Id0 i i,22 ( '22 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 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 11 Snow Load 51-60 psf Modules in Landscape Wind Speed Exposure 2:12<Roof Pitch<6:12 7:12<Roof Pitch<12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 B 55 k '55 85 m h 110 mP h '3 P C 55`=� :�'S5:<' 42 r34`'�:;`�'�': :34.,�<:� 3: 34 =34, • B ;'= ,:55 :''55 54 3` ,,;_,: : ,.: .: , .. :fi..l> • file, y.;G?.,:�" s 90 mph 115 mph C 55'. 55` 38 4°;,.. 4 P P "3, ':3, :34: 51 32t:34 ;; �.; � B 55 55.::. 45 4. 34;:,� 3, 34h', 100 mph, 25 h s t:: .1=t:= .:. ,1 m C `-55``� 51 32 �34^<...,�.,.. ,34��i�'>` 43 D 55?` 2 4" _B5: 36 110 mph 140mPh C 41 26 z < `;55:` _D_ 55= 34 22 B ;55 50 31 34 y%:"` 34a;::a '34 •t;S,''..-> - ;'i•.,.r>:,•>`,>.;. 120 mph 150 mph C 55 36 22 D 51 30 19 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 51-60 psf Wind Speed Exposure 2:12<Roof Pitch<6:12 7:12<Roof Pitch<12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 85 mph 110 mph ` C I .i!: 24 li �D 20 i. ., B 30 1 90 mph 115 mphV C 22 D 29 18 100 mph T, 125:mph .{ C ;,29 . 18 110 mph 140 mph C I 23 14 D 19 12 �2 126 m"ph i! 15,0"mph ii C !i ,;20 ijt.; 12, 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 If(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 isrrnewrrmetal to pierce into upon retightening. Grounding Method Rock-It 4.0 Mount bonds N-S 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 CL50-1TN ground lug is required per PV array,limited to 300 modules placed in either portrait or landscape orientation. BonDinG AssemBLY anD BonDinG PATH r{: ;Ij a I Bond Path Grounding LugEqu I �.- ; —Conductor(Eoa)r dire; jn l� Integrated Bonding Conductor(EGC generaly to earth ryI Rock-It Coupling �I a Rock-it Mount Rock-ItArrdy Skirt 1 � Bond Path ;j � I Bond Path tr r n r ;I I is 'I is Grounding Lug ! I! IS GrmmdingLug Equipment Graunding ' COnouctor(EGC) I Equipment Grounding r:ncrally to��rth r, groand j Conduct to wth} ,1 t t gerreraCy to earth p m Rock-It Coupling ground 9 + Rock-It Coupling ■ Rock-It Mount 'j Rock-It Array Skirt r ■Rock-Ir Mount Rock-It Array Skirt u www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 13 THermaL EXPansion anD BonDinG �4 �S. 7 rIa• �{ I A thermal expansion gap is required per { j each continuous 40'length of modules. _II I Bona Path . I Grounding Lug Omit a coupling and leave a 2"gap in III p 2' -Equipment Grounding the Rock-it Array Skirt and also between I i �` Conductor({GC)• gencrally Lo carth the modules at that point. I{ ground t r Rock-it Coupling i � ii 1 i ■ Rock-It Mount ROCk-It Array Skirt BracKeT sPacinG Portrait Orientation Landscape Orientation I 11 j i l i ' � q ! � 7 am call II �! — Ij � II 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 LAYOUT canTlLever am oFFseT Staggered Mounting Points ;; Caritilevei .•'—_I;.(nr;... rr-,.�^.�^^i--_I"! :i1 1•"i` ,. :' - +M I ;j Alt"';,t I ,! li •,. ZONE grill , i, is � 1''!� '�,!ivp i;t3"! �, `'ii� f t. .i1 •:' II;"�.` ,Offset".<— —'> ,e.lt_ 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 factors(roof obstacles,shading,etc.)other layouts are required. loads,local fire and building codes per location www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 14 ROCK- IT SYSTeM 4.0 SYSTem sPeclFlCaTlons 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 CL50-1TN 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"(1650mm)x Rock-It SlideTile 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(35mm/40mm) 72" Rock-It Mount Load Rating 5471bs with Single 5/16"Lag 3.0 Max Anchor Spacing(32mm) 48" Safety Factor Skirt Box QTY 6 units Slide Fastening Hole 5/16"diameter Mount Box QTY 12 units Module Cantilever Maximum cantilever is 1/3 Rock-It Slide Box QTY 50 units bracket spacing Coupling Box QTY 12 units Warranty 20 Year Material and Workman- ship Codes:National Electric Code,ANSI/NFPA 70,NEC 250,NEC 690,IRC,IBC Standards:UL 2703:First Edition,UL 1703 *tcotasten solar ',�'I:rnlvatul$u�Ji ROCK-IT SYSTEM F caliwi:iTof mieI MM ID CODE:GGT-Q2-2016 CONfONM115T0 uL I]03 CD 1IFCRM5TOUL2703 IOAD q/.TNG:SEE I NSTILLATNIN .vawwv.n �FldN G1WG5 Nip-.' ♦O ASSOOA�hOvnnl'H SVECI:IC MOVVlES 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 21/2"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. A ,O,,"Ec®Fasten Solar° V 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(1/2"deep well socket) • Integrated electrical bonding Vertical adjustment of Y-4" • SIMPLE-only 4 components EvaLuaTeD, COITIPaTIBLe MODULes Module Manufacturer Model Type CY'used to Module Dimensions(mm) Module Dimensions on) Downward Pressure Upward Pressure Down-slope Design Maximum damp Indicate wariabletest) Design Load(psf) Design Load(psf) Load(psf) Spacing(in) Trina Solar TSM-xxx-Pxi)5.08 1640x992x40 64.95"K39.05"■1.57" 33.3 33.3 20 72 Canadian Solar CS6P-xxxM 1638 x 922 x 40 64.48"x38.66"x1.57" 33.3 33.3 20 72 Canadian Solar CS6P-xxxP 1630 x992 x40 64.5"x38.71'x1.57" 33.3 33.3 20 72 JlnkoSolar JKMXXXP-60 1650x992x40 64.96"x39.05"x1.57" 30 30 20 72 JlnkoSolar JKMxxxM-60 1650x992x40 64,96"x39.05"x1.57" 30 30 20 72 JlnkoSolar JMAXXXPP-60 1650 x992 x40 64.96"x39.05"x1.57" 30 30 20 72 Jinko Solar JKMxxxMM-60 1650 x992 x40 64.96"x39.05"x1.57" 30 30 20' 72 Yingl1Solar YL2xxP-29b 1650 x990 x40 64.96"x38,97"4.57" 30 30 20. 72 LG Elcetronics LG300N1C B3 1640 x 1000 x 35 64.57"x39.371x1.38" 30 30 20 72 LG Elcetronics LG300N1K-G4 1640 x 1000 x 40 64.57"09.37"x1.57" 30 30 20 72 AxitecSolar AGxxxM/156.60S 1640x992x40 64.5"x39,06'k1.38" 90 30 26 48 RECOM RCM-2xx-6MB 1640 x992 x35 64,56"x39,05"x1.37" 30 30 20 72 Silfab SLA2xxP 1650 x990 x38 64.96"x38.97"A.49" 30 30 20 72 Solaria PowerXr xxxR-BX 1621 x 1056 x 40 63,89"x41.53"x1.57" 30 30 20 46 Harywha-Q Cells" QPRO G42xx 1670 x 1000 x 32 g65,94NS9.25N1.5" 39.37"A.25" 30 30 20 48 Hanwha-Q Cells" QPRO G42xx 1670 x 1000 x 32 39.37"x1.25" 30 30 20 72 Sun reme GxB-3xxT .1670x997x4O 39,25"x1.57" 30 30 20 48 REC REC-xxx-6MB 1675x997x38 20 20 20 72 REC REC-xxx-6MB 1675x997x38 x39.25N1.5" 30 30 20 48 SolarWorld SW xxx Mono Black 1675 x961 x33 x37.8"A 30" 20 20 20 72 SolarWorld SW xxx Mono Black 1675 x961 x33 65,95"x37.IIN1 30" 30 30 20 48 *Hanwha Q-Cells 32mm modules to be used with special order Rock-It System components.Call for details. ®O�WIN AwoFa.sten 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. O '. 3.1 7in [80.54MM] 2.50in -7 [63.50MM] 7 2.02in 2.14in 2.34in [51 .38MM] [54.37MM] [59.36MM] 32mm 35mm 40mm RDS"*EcoEasten Solar-,- 4741 W Polk Street Ste. 4 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: 1:2 6/28/2017 :' ASG: EFS: X ---------- powered by MODULE The new Q.PEAK DUO BLK--G5 solar module from Q CELLS impresses with its outstanding visual appearance and particularly high performance on a small surface thanks to the innovative Q.ANTUM DUO Technology. UNTUM's world-record-holding cell concept has now been combined with state-of-the-art circuitry half cells and a six-busbar design, thus achieving outstanding performance under real conditions — both with low-intensity solar radiation as well as on hot, clear summer days. E. Q.ANTUM TECHNOLOGY.LOW LEVELIZED COST OF ELEC]TRICITY G Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 19.3 Aord INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERrORIOIANCE III Long-term yield security with Anti LID Technology, QCeLLS Anti PID Technology', Hot-Spot Protect and Traceable Quality Tra.QTM. -_- TOP BRAND PV I K.TiP;T IMMT EXTREME WEATHER RATHIG EUROPME 20181, High-tech aluminum alloy frame,certified for high snow (5400 Pa)and wind loads(4000 Pa) regard i ng I EC. A RELIABLE INVESTMENT V Inclusive 12-year product warranty and 25-year Quality Tested linear performance guarantee 2. STATE OF THE ART MODULE TECHNOLOGY ID.40032587 Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. 1 APT test conditions according to 1ECrrS 62804-1:2015, method B(-1500V, 168h) 2 See data sheet on rear for further THE IDEAL SOLUTION FOR: information. Rooftop arrays on residential buildings Engineered in Germany CELLS IMAM CAL 1 Format 66.3 in x 39.4 in x 1.26in(including frame) (1685mm x 1000mm x 32mm) 99.50 990mm Weight 41.2 lbs(18.7 kg) a.c wnv womr°nrcaem> °'z7 Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology 4j'0p� Pam• Back Cover Composite film Frame Black anodized aluminum Cell 6 x 20 monocrystalline Q.ANTUM solar half-cells Junction box 2.76-3.35 in x 1.97-2.76 in x 0.51-0.83 in (70-85mm x 50-70mm x 13-21 mm),decentralized,IP67 <,mm9¢.a aXm1A) 9•0""'""' i Cable 4mm2 Solar cable;(+)a43.3in(1100mm),(-)z43.3in(1100mm) 0ETA A 0.s90 ns m•, Connector Multi-Contact MC4,IP68 POWER CLASS 300 305 310 315 320 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5 W/-OW) Power at MPP' PMPP IW1 300 305 310 315 320 Short Circuit Current' ISc [A] 9.72 9.78 9.83 9.89 9.94 E ' Open Circuit Voltage' Voc IV] 39.48 39.75 40.02 40.29 40.56 Current at MPP IWP [A] 9.25 9.31 9.36 9.41 9.47 Voltage at MPP VMPP IV] 32.43 32.78 33.12 33.46 33.80 Efficiency' ri [%] Z 17.8 z 18.1 218.4 18.7 z 19.0 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Power at MPP PMPP IW] 224.1 227.8 231.6 235.3 239.1 E: Short Circuit Current Isc [A] 7.83 7.88 7.92 7.97 8.01 0 c , Open Circuit Voltage V, IV] 37.15 37.40 37.66 37.91 38.17 Current at MPP IWP [A] 7.28 7.32 7.37 7.41 7.45 Voltage at MPP VMPP IV] 30.78 31.11 31.44 31.76 32.08 'Measurement tolerances Pm,p*3%;Isc.V.±5%at STC:1000W/m',25±2°C,AM 1.5G according to IEC 60904-3•2800 W/m2,NMOT,spectrum AM 1.5G Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE nczu9 At least 98%of nominal power during first year. sE °rye Thereafter max.0.54%d radation er ear. W Ild� yv lowed�.,••a® eg P Y , Ild�y��d�aW At least 93.1%of nominal power up to 10 years. � ,00 __,._____,_ � At least 85%of nominal power up to 25 years. - t --------------- w All data within measurement tolerances. 90 --;------;----- ----- -___ i' Full warranties in accordance with the warranty terms of the QCELLS sales organization of your respective country. zoo ,ao sw eao wa 80 z IRRADIANCE lW/my] pi srdr.�mw•en,:rum•,ow rEnRs Typical module performance under low irradiance conditions in rm„�n �vmzo,.rm•csmmmzo,ar comparison to STC conditions(25°C,1000W/m2). q m TEMPERATURE COEFFICIENTS Temperature Coefficient of Isc a [%/Kl +0.04 Temperature Coefficient of Vcc R [%/K] -0.28 0 i o Temperature Coefficient of PM, V [%/K] -0.37 Normal Operating Module Temperature NMOT [°F] 109±5.4(43±3°C) 5 Y 1. 1 . 1 m O Maximum System Voltage Vss IV] 1000(IEC)/1000(LIQ Safety Class I I x Maximum Series Fuse Rating [A DC1 20 Fire Rating C(IEC)/TYPE 1(UL) o Max.Design Load,Push/Pull(UL)2 [Ibs/ft2] 75(3600Pa)/55(2667Pa) Permitted module temperature -40°F up to+1850F on continuous duty (-40°C up to+85°C) e Max.Test Load,Push/Pull(UL)2 [Ibs/ft2] 113(5400 Pa)/84(4000 Pa) 2 see installation manual t 1 1 1' 1 a UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 32 ` IEC 61215:2016;IEC 61730:2016,Application class A 3 Number of Pallets per 53'Trailer 30 C ♦ �+�® Number of Pallets per 40'High Cube Container 26 �vE (`• c a00,v US Pallet Dimensions(L x W x H) 69.3 in x 45.3 in x 46.9 in - 0„70, (1760mm x 1150mm x 1190mm) ,zwm, Pallet Weight 1415lbs(642 kg) - NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use r of this product. u Hanwha Q CELLS America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry®us.q-cells.com 1 WEB www.q-cells.us S *I,a.DeCk MASKED F V ROOF-Mot3NT CoWINEIR NCL+ S RE Basic Features Stamped Seamless Construction „°:. . . 18 Gauge Galvanized Steel 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 SolaDeck Model SD 0783 M . ,' SolaDeck UL50 Type 311 Enclosures *`' Available Models: Model SD 0783-(3"fixed Din Rail) Model SD 0786-(6"slotted Din Rail) SolaDeck UL 1741 Combiner/Enclosures Models SD 0783-41 and SD 0786-41 are labeled and ETL listed UL STD 1741 according to the UL STD 1741 for photovoltaic combiner enclosures. s Max Rated-60OVDC, 120AMPS Model SD 0783-41 3" Fixed Din Rail fastened using»orlock System **Typical System Configuration 4-Din Rail Mounted Fuse Holders 60OVDC 30 AMP 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 **Fuse holders and terminal blocks " added in the field must be UL listed or �i`, recognized and meet 600 VDC 30 AMPWJ 110C for fuse holders,600V 50 AMP ` 90C for rail mounted terminal blocks and 600 V 175 AMP 90C for Power Distribution Blocks.Use Copper Wire Conductors. Cover is trimmed to allow Model SD 0783-41,wired with Model SD 0786-41,wired with conduit or fittings,base is Din Rail mounted fuse holders, Din Rail mounted fuse holders, center dimpled for fitting bus bar and power distribution terminal blocks and bus bars. locations. block. RSTC Enterprises, Inc 2219 Heimstead Road Eau Cliare, W/ 54703 For product information call 9(866) 367-7782 Data Sheet Enphase Microinverters The high-powered smart grid-ready Enphase Enphase IQ 6 Micros" and Enphase IQ 6+ Micros" Q 6 and IQ 6+ dramatically simplify the installation process while achieving the highest efficiency for module-level M i cr®inverters power electronics. Part of the Enphase IQ System,the IQ 6 and IQ 6+ Micro integrate seamlessly with the Enphase IQ Envoy", Enphase Q Aggregator'", Enphase IQ Battery m,and the Enphase Enlighten" monitoring and analysis software. The IQ 6 and IQ 6+ Micro 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 17^1-�-°� • Lightweight and simple Faster installation with improved two-wire , cabling r" Built-in rapid shutdown compliant(NEC 2014) i 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 Smart Grid Ready • Complies with fixed power factor,voltage and frequency ride-through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles U` *The IQ 6+Micro is required to support 72-cell modules To learn more about Enphase offerings,visit enphase.corn El ENPHAsE• Enphase IQ 6 and IQ 6+ Micr®inverters INPUT DATA(DC) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US Commonly used module pairings' ____— —195 W-330 W+ 235 W-400 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 62 V Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-48 V 16 V-62 V Min/Max start voltage 22 V/48 V 22 V/62 V Max DC short circuit current(module Isc) 15 A 15 A Overvoltage class DC port I II DC port backfeed under single fault 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) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal voltage/rangez 240 V/211-264 V 208 V(10)/183-229 V 240 V/211-264 V 208 V(10)/183-229 V Nominal output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz Power factor at rated power 1.0 1.0 Maximum units per 20 A branch circuit 16(240 VAC) 13(240 VAC) 14(single-phase 208 VAC) 11 (single-phase 208 VAC) Overvoltage class AC port III III AC port backfeed under single fault 0 A 0 A Power factor(adjustable) 0.7 leading...0.7 lagging 0.7 leading...0.7 lagging EFFICIENCY @240 V @208 V(14)) @240 V @208 V(14)) CEC weighted efficiency _____�� 97.0°i° 96.5% _ 97.0% 96.5% ^ MECHANICAL DATA Ambient temperature range ____ 4_0°C to+65°C Relative humidity range 4%to 100%(condensing) Connector type MC4 or Amphenol H4 UTX Dimensions(WxHxD) 219 mm x 191 mm x 37.9 mm(without bracket) Weight 1.5 kg(3.3 Ibs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Environmental category/UV exposure rating Outdoor-NEMA 250,type 6(IP67) FEATURES Communication Power line Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy Compliance 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 enphase.com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings,visit enphase.com ©2017 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. A 1®A� AS 2017-05-01 ��1 1�H M SE e -Data Sheet Enphase Networking Enphase The Enphase IQ Combiner ' with Enphase IQ Envoy'm consolidates interconnection equipment into a IQ Combiner single enclosure and streamlines PV installations by (X_1Q_AM1_24.0_g) providing a consistent, pre-wired solution for residential applications. _ $..... ..r. ..:.�... .� . . ..._. . e Smart Includes IQ Envoy for communication and control N I Flexible networking supports Wi-Fi, i Ethernet,or cellular r F° Simple ` ;•T.'r. ::�?� fi Three pre-installed 20 A/240 VAC F r',f. circuit breakers Provides production metering and optional i f `i .�_- S•F consumption monitoring. 16 � ' •i�._, ,.�.z y � .�v: Reliable _. ..1r` r' Durable NRTL-certified NEMA type L - 3R enclosure • Five-year warranty LISTED ENPMASE• To learn more about Enphase offerings,visit enphase.com Enphase IQ Combiner MODEL NUMBER IQ Combiner X-IQ-AM1-240-B n _~ _IQ Combiner with Enphase IQ Envoy"for integrated revenue grade PV production 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 data plan for systems up to 60 CELLMODEM-03(413/12-year data plan) microinverters.(Available in the US,Canada,Mexico,Puerto Rico,and the US Virgin Islands, CELLMODEM-01 (3G/5-year data plan) 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-•--____.._.__.�._.._..._._._________._ Continuous duty- Solar branch circuit breakers Three 2-pole 20 A/240 VAC DIN rail-mounted breakers Maximum system voltage 240 VAC Rated output current 48 A Rated input current,each input 16 A Maximum fuse/circuit breaker rating(output) 60 A Production Metering CT 200 A solid core pre-installed and wired to IQ Envoy 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(11.2lbs) Ambient temperature range -400 C to+460 C(-400 to 1150 F) Cooling Vented,natural convection,plus heat shield Enclosure environmental rating Outdoor,NRTL-certified,NEMA type 3R,polycarbonate construction Wire size 14 to 6 AWG copper conductors for branch inputs. 14 to 4 AWG copper conductors for combined output. Follow local code requirements for conductor sizing. Altitude To 2000 meters(6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet 802.3,Cat5E(or Cat 6)UTP Ethernet cable-not included Cellular Optional,CELLMODEM-01 (3G)or CELLMODEM-03(4G)-not included COMPLIANCE Compliance,Combiner UL 1741 Compliance,IQ Envoy 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 ©2017 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. N PHASE. 2017-08-17