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18-19658
CITY OF ZEPHYRHILLS 5335-8th Street ' (813)780-0020 19658 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit#:19658 Issued: 5/29/2018 Address: 7553 WEEHAWKEN DR Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 10,884.00 Total Fees: 210.00 Subdivision: CRESTVIEW HILLS Amount Paid: 210.00 Date Paid: 5/29/2018 Parcel Number: 35-25-21-0120-00000-0830 CONTRACTOR INFORMATION OWNER INFORMATION Name: MOMENTUM SOLAR Name: RAKOCY FRANKLIN & PLUMMER SHANN Addr: 8248 PARKLINE BLVD STE 100 Address: 7553 WEEHAWKEN DR ORLANDO FL 32809 ZEPHYRHILLS, FL. 33542 Phone: Lic: Phone: 813-789-2139 Work Desc: INSTALLATION SOLAR PANELS ON ROOF APPLICATION FEES ELECTRICAL FEE 142.50 BUILDING FEE 67.50 INSPECTIONS REQUIRED - ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER \_ FINAL � I \Y 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. 'V CONTRACTOR PERMrr0Fr1 PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department ' i . Date Received AL{{ 2- L Phone Contact for Permlttln � = l0 d Owner's Name i� r Owner's Address Q' -r?. / Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address J� JOB ADDRESS �,�� E1 LOT# G'2> SUBDIVISION C1�--c+ui cIi:, MA176 PARCEL ID# 5 Q1 G V (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR� ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL Q DESCRIPTION OF WORK jC�if1 O'I' Ct i' G7�ti D Q AV BUILDING SIZE SQ FOOTAGE® HEIGHT =BUILDING $ - L( C VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ d AMP SERVICE = PROGRESS ENERGY = W.R.E.C. 1 ��t� ` =PLUMBING $ � `I�� s =MECHANICAL VALUATION OF MECHANICAL INSTALLATION$ =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED FEE CURREN I Y/N Address pp__77 11 fl ,_ License# C V C— S 03 ELECTRICIAN � COMPANY() 'vf(7Mv 5C2 CL - SIGNATURE / REGISTERED / N FEE CURREN Y/N Address License# 06 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# 1111111111111111111111111111111111111111111111111111111111111111111 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 subdivisions large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/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. (AIC upgrades over$7500) '• Agent(for the contractor)or Power of Attomey(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,20451 T WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCRMENT.,P FLORIDA JURAT(F.S.117.03 r i CC OWNER OR AGENT CONTRACTOR Su crib d*ep w (or affi ed)befc me,lhis Subscribed and kgp� is ind is/ anal y known to me or as/have p duced who is are person ----s-m r has/have produced as i ificati n. �� as identification. f Notary Public /'; Notary Public Commission No. Commission No. "1• Naga (rotary ype nn Name of Npt pe , P' ARRA D WEBR .p41911' KARRA®WESS .•'c My COMMISSION*�FF194340 .� MY COMMISSION#FF19d840 51,l..• EXPIFtES February 01,2018 EXPIRES FobfU®ry 01,201a 107139"is2l F1arWgNoL, �,, ',71398-0'53 dallow Crti ,eorn IIIIII IIIII IIIII!lIII IIIII Illli Illli IIBII IIIII IIIII I111 lilt Permit Number: 20118074303 Folio/Parcel ID#: 525210120000000830 Prepared by: Momentum Solar 8248 Parkline Blvd. Suite 100 ) 953682 Tee: 0.00 Orlando, FL 32809 )S: 0.00 IT: 0.00 Return to: Momentum Solar �5/02/2018 C. F. , Dpty Clerk 8248 Parkline Blvd. Suite 100 Orlando, FL 32809 auLa S.0'NEIL,Ph.I).PAscU CLERK& COMPTROLLER D5/02/2018 10:09am 1 of 1 NOTICE OF COMMENCEMENT OR BK 9718 PG 1553 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) CRESTVIEW HILLS PB 53 PG 124 LOT 83 1553 WEEHAWKEN DR ZEPHYRHILLS FL 33540 2. General description of improvement Solar Panel Installation on Rooftop 3. Owner information or Lessee information if the Lessee contracted for the improvement Name FRANKLIN RAKOCY&SHANNON PLUMMER Address 1553 WEEHAWKEN 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 OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Owner Signature of Owner or Lessee,or Owner's or O ssee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this 1 day of 05/18 by FRANKLIN RAKOCY month 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 X"C�,AA-/rn ( Karra D.Webb Signature of Notary Public-State of Florida Print,type,or stamp commissioned name of Notary Public Personally Known OR Produced ID X •;►ram. KAi3R►D WEBB Type of ID Produced D.L. ' =' •mac MY COMMISSION#FF194840 zy EXPIRES February 01,2019 (407(398-0'53 Flu+d Otr9 �• 4 Vipa s-ft,,Te OF FLNUDA,COLIFNiTY OF PANCO THIS IS TO'ClikTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF Pi BLIC RECORD IN THIS OFFICE VVITNESS,MY HAN FFICIAL SEAL THIS DAY 0 PAULA S. 0'NEIL, C E W, ROLL R DEPUTY 13Y - CLERK momentum SOLAR 1, Matthew Franz EC13008217 (license Holder's Name NOTCompmy Name) (CornraCWes Lkense#) hereby authorize the following to act as my agent(s)in obtaining permits in Hillsborough County, Florida. NO WWII Tichinia Venture V536819966780 Stephon Anderson A536791941040 Amaryllis Vega S65321218 Vince Hoizheimer H425861913080 This form supersedes any previously submitted letters)of authorization. This form must contain only the people you want to pull permits in your name.To make changes to this form,you must submit a new form.This form will delete and replace any previous authorization form an he information contained thereon. License Holder's Signature: Date: 4123i18 state of Florida County o f:Brevard Before me,personally appeared, Matthew Franz who produced as identification or Is? known tome,and who did affirm and subscribed before me this 23 day of April 2018 A,,.. pf Signature of Notary D INN Karra D. Webb MY EXPIRES ebnn y 1 Name of Notary Typed,printed or stamped EXPH{F E� �01.�01sP. �usA•ss My Commission Expires: 211/19 HCFLGov.net IIIIIIIIIIIIIIIIIlII{IIIIIIIIIIiIIIIIIIIIIlIIIIlIIIlIIIlilll Permit Number: 2018074303' Folio/Parcel ID#: 525210120000000830 Prepared by: Momentum Solar 8248 Parkline Blvd.Suite 100 :195368 Rec: 0.@0 Orlando, FL 32809 )S: 0.00 IT: 0.00 Return to: Momentum Solar 05/02/2018 C. F. , Dpty Clerk 8248 Parkline Blvd.Suite 100 Orlando, FL 32809 -Rui:a s.o'NE IL,Ph.D.PRsco CLERK-& CO�IPTRULLER 15/02/2018 10:09am 1 of 1 NOTICE OF COMMENCEMENT 0R BK 971 PG 1 53 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) CRESTVIEW HILLS PB 53 PG 124 LOT 83 1553 WEEHAWKEN DR ZEPHYRHILLS FL 33540 2. General description of improvement Solar Panel Installation on Rooftop 3. Owner information or Lessee information if the Lessee contracted for the improvement Name FRANKLIN RAKOCY&SHANNON PLUMMER Address 1553 WEEHAWKEN 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 OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Owner Signature of Owner or Lessee,or Owners or .9ssee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this 1 day of 05/18 by FRANKLIN RAKOCY monthtyear 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 -CA N n ���� i Karra D.Webb Signature of Notary Public—State of Florida Print,type,or stamp commissioned name of Notary Public Personally Known OR Produced ID X KAn ®WEBB Type of ID Produced D.L. :•; MY COMMISSION 9 FF194B40 ' EXPIRES Fetmtary 01,2010 , r407 34&0.53 .: O� I,LO fl1Ufl a City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: C5b &'r— CylW-s 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. Kalvin S 'itze —P s Examiner Date Contractor and/or Homeowner (Required when comments are present) Daniel W. Dunzik Architect LEED-AP y 370 Burnt Hill Rd.Skillman, NJ.08558 908-872-3664 April 27,2018 Zephyrhills, FL Attn: Construction Official Re: Proposed Photovoltaic Solar Panel Installation Frank Rokocy 7553 Weehawken Dr. Zephyrhills FL 33540 Dear Sir: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that An inspection was performed and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof is constructed of 2"x4"wood trusses @ 24" O.C. spanning 18'11"with a top chord length of 49"with intermediate supports at 1/3rd points making the effective longest span 5'10"with 1/2" OSB plywood sheathing. The new array(See Site map by contractor)will add 2.63 Lb./Sf overall to the roof.No additional structure support is required for the existing roof structure. 2. The system shall be secured to the roof using the "Ecofasten Solar""Rock-IT"® attachment system. The installation-shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. The attachments shall be min. 5/16" x 4"long stainless-steel lags with a min. embedment of 2 '/2"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=539.4sf Tributary area panels/attachment max. 539.4sf/67min= 8sf. Min Number of Attachments=67. Wind pressure 31.4 x Area 539.4/67 No. Attachments= 625 Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd. Skillman, NJ. 08558 908-872-3664 TABLE 10.3.1 NDS Pull out strength of 5/16"x4"lags in rafter=W'=WxCdxCt=2661bs/in embedment x 2.5"embedment xl.6Cd xl.00t= 1,064 Lbs Max. >625lbs/attachment OK 3. Solar modules shall be UL-1703 rated. Refer to manufacturers specifications sheets. 4.Positive drainage of the system shall be so as not to void the existing roof warrantee. 5. Florida Administrative Code,2017 Florida Building Code -Residential Sixth Edition, ASCE-7-10, 2017 Florida Building Code—Energy Conservation, Sixth Edition,2014 National Electric Code,All Local Governing County and Municipal Ordinances adopted by reference or enacted by law If you have any questions relating to this matter,please contact me at your earliest convenience. Thank you. OF FLo Digitally signed by: Daniel W. �P� "'•••Ria Dunzik y'. DEL W DN: CN = Daniel W. Dunzik email • ' —* `' = STUDIOGDESIGN@COMCAST. AR987 5 •'� NET C = AD O = RA. LEED-AP p•RG OU = FI. Lin. No.AR98795 FRED Date: 2018.04.27 14:41:35 -05'00' Daniel W. Dunzik,RA. LEED-AP FL. Lic.No. AR98795 F Daniel W. .D u nz I k . 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, ASCE4-10,2017 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 que its matter,please contact me at your earliest convenience. i►p`. • . F,c� . '.ANIE( ARCH���G Daniel W.Dunzik,RA. . Fl.Lic.No.AR98795 Cut Sheet - Rock-It-4.0-Coupling 1. Installation to be completed in accordance with manufacturer's written specifications and installation instructions. 2. See spec sheet or contact manufacturer for detailed material,finishes,and configuration options. 3. Contact manufacturer for detailed layout. 4. Do not scale drawings. 5. Subject to change without notice. 3.17in c� 40 0 ® [80.54mm] 7.00in [177.80mm] 2.02in 2.14in 2.34in [51 .38mm] [54.37mm] [59.36mm] 32mm 35mm 40mm LN,ALPINE i 4741 W Polk Stree Ste.4 SNOWGUARDS , C��`aSf rl Sir lar�` Phoenix,AZ 85043 Toll Free Phone 1.888.766.4273 1 Toll Free Phone 1.877.859..3947 Material:See Spec Sheet Tall Free Fax 1.888.766.9994 ' Toll Free Fax 1.888.766,9994 Scale-. 1:4 6/28/2017 ASG: - EFS: x . r Cut Sheet - Rock4t-4.0-H}ybrid Coupling 1: Installation.t6 be completed in.accordance with manufacturers written specifications and installation instructions. 2. See spec sheet or contact manufacturer for detailed material,finishes,and configuration options. 3. Contact manufacturer for detailed layout. 4, Do not scale drawings. 5: Subject to change without notice. 3.16in ®. -[80.29mm] 7.00in [177;80mm] 5.00in [127mm] 1 2.02in 2.14in. 2.34in [51 .38mm] . _ [54.37mm] [59.36mrm] 32mm -� 35mm 40mm *' VZUARDS r, EcoRasten SolarL�; 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 T611 Free Fax 1.808.766.9994 Scale: 1:1 6/28/2017 A$G: - EFS: X 1 Y UTILIzes EcoFasTen SOLars - - ■ TeCHnOLOGY r n Sol r®R oFio c -- aste a 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-lt Clip SS Install Rock-It Clip 2:0 Install Pg. 8-12 ............................................................................................................................ Standoff Spacing Tables Snow Load 0-20 psf Snow Load 21-30 psf Snow Load 31-40 psf Snow Load 41-50 psf Snow.Load 51-60 psf Pg. 13 ................:............................................................... ............................................... Grounding Information Bonding Assembly and Bonding Path Pg. 14 ......................................... ................................................ ......... ........ Thermal Expansion and Bonding Bracket Spacing Staggered Layout Cantilever Pg. 15-16 ..... .....:.................. . ................................................. ...............................,......... System Specifications Evaluated, Compatible Modules ROCK.-IT sJSTem 4.0 Designed with the installer in mind. EcoFasteri Solar specializes in solar roof attachments that are fast and easy to install,straightforward,secure and cost-effective.EWisten 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. FeTures New and improved design + North-South adjustability Fastest,easiest to level system on the market Only one tool required(1/2"deep well socket) Vertical adjustment of Y-4" Integrated electrical bonding j • SIMPLE=only 4 components sysTem comPonenTs* - reauireD $ilk ROCK-IT SLIDE' ROCK-IT 4.0 ROCK-IT 4.0 COUPUnG ROCK-IT 4.0 4" For coml= SHinGLe MOUnT & LOaD BearinG FOOT Arfay SKir7 8" For TiLe SYSTem componenTS* - OPTionaL ROCK-IT CLIP SS D�Q ��+������ Solar (ReFer TO PG.6) �, r•; EccFasten Solar products are protected by the following US.Patents: 8,151,S22 8,10,700 8,181,398 8,166,713 8,1",299 ROCK-IT 4.0 8,209,914 8,245,4S4 8,272,174 8,22s,557'9,010A38 ROCK-IT 4.0 Array SKIrT 9,134,040 9,175;478 9,212,833 HyBrib MOUnT EnD Ca PS (ReFer To PG.5) Pre--EinsTa P.eD on EEIST ROCK-IT CLIP 2.0 enD of sKirr secnons) (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.ec6fastensolar.com info@ecofastensolar.com 877-859-3947 1 ROCK-IT 4.0 MOUnT ASSemBLY NOTe: ITems 1-7 SHIP assemBL_eD ' 1 5/16"-18 x 1.75"Hex Serrated Flange Bolt 300 Series SS 2 Rack-It 4.0 Mid-Clamp 6000 Series AL 3 Rock-it 4.0 Shelf 6000 Series AL 4 Flange Level Nut 300 Series SS 5 Rock It 4.0 Tie Plate 6000 Series AL 6 Rock-it Pedestal 6000 Series AL 7 5/16"-18 x 3/8"Hex Serrated Flange Bolt 300 Series SS ' ~ 8 3/8"ID Star Washer 300 Series SS 9 3/W-16 x 3"Hex Tap Bolt 300 Series SS k ,, I ROCK-IT SLIDes are aCCGPTRBLe BraCKeTS FOr Use WITH ROCK-IT 4.0 (SOLD seParaTeLY) ROCK-IT 4.0 COUPLING aSSel'1'1BLY NOTe: ITems 1-3 SHIP assemBL-eD 1. 5/16"-18 x 1.75"Hex Serrated Flange Bolt 300 Series SS f%z �-0) 2 Rock-It 4.0 Coupling Mid-Clamp 6000 Series AL 3 Rock-it 4.0 Coupling Shelf 6000 Series AL . 4 Rock-It Load Bearing Foot Clip 5 Rock-It Load Bearing Foot Base 1 / I s www.ecofastensolarcom info@ecofastensolar.com 877-859-3947 2 • e ROCK-IT 4.0 HYBRID MOI. nT ASSE'MBL9 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 2 10� 3 Rock-It 4.0 Coupling Tie Plate6000 Series AL 4 Flange Level Nut 300 Series SS 5 Rock-It Pedestal 6000 Series AL 6 Rock-It Slide 6000 Series AL 7 3/8"-16 x 3"Hex Tap Bolt 300 Series SS 8 3/8"ID Star Washer 300 Series S 9 5/16"-18 x 3/8"Hex Serrated Flange Bolt 300 Series SS 10 5/16"-18 x 1.5"Hex Serrated Flange Bolt 300 Series SS —01 ROCK-IT CLIP SS ASSeMBLY ROCK-IT' CLIP 2.0 ASseMBL9 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 \f - \. 3 www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 3 'Arra6J LayouT • Find the required structural attachment points. Mark these using a.vertical (N-S)chalk line on the center of the rafters. ' • Spacing may vary depending upon project specific structural requirements;i.e.high snow and wind load areas may require lesser bracket spacing in the E-W axis vs.the maximum spacing.Max spacing Is 48"for portrait orientation and 72"for landscape orientation.Consult project layout diagram for project specific bracket spacing on the roof. • Install Rock:It Mounts to predetermined mount spacing. • The Rock-it Array Skirt sections are the width of a typical 60 cell Module—use the Rock It Array Skirt as a guide to lay out module placement. Note:The distance between the rows of mounts is calculated by the module dimension N-S plus 1 3/8" (35mm).Lag screw should be,installed as close to center of exposed shingle as possible. The,minimum distance between the lag screw and the edge of the shingle is 1/2". GreenFasTen` FLaSHinG InSTaLL 1 'Locate the rafters and snap horizontal and vertical lines to mark the installation position for each GreenFasten flashing. 2 Drill a pilot hole(1/4"diameter)for the lag bolt.Backfill with sealant.EcoFasten Solar recommends an EPDM mastic. 3 Insert the flashing so the top part is under the next row of shingles and pushed far s, enough up slope to prevent water infiltration through vertical joint in shingles.The leading edge of flashing must butt against upper row of nails to prevent turning when torqued. 4 Line up pilot hole with GreenFasten flashing hole Insert the lag.bolt through the EPDM bonded washer,the Rock4t slide,the gasketed hole in the flashing and Into the rafter. Torque.The range is between 100-14p 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@ecofastensolarcom 877-859-3947 4 ROCK-IT sJSTem 4.0 inSTaLL c - rp �1 t 9 1 l d 4 Y 1 Pop f Fig.A Install EcoFasten Solar Flashing with,Rock-it Mounts •Fo1IowEao%stenSolarlmt3111nstructlonsforflasldng and bracketinstall(Gi6enFadenshownabove). •Optimum verticald(stancebdweenlag bob IsI3 rplusmoduledimeriskm •Setmorntsoneavemostrowsothaf the lodctPedesWisoniheSm.MendofRock4tsUde •Set mounts on all upper rows sothattheRodkltPedestalison the North e,ndofRock-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 Rack-lt Array Skirt to mount.Torque to 200 in-lbs.(130In-firs.when instaiitng with 32mm modules). 3-4 Install Rock-It CouPlings(when joining 4 panels with a Coupling,the use of a load bearingioot Is required) • Prior to mounting on the'roof,snap Load Bearing Foot Imo the bottom of Rock It Coupling if required: (Each Load Bearing Foot is set to same height as the Rack-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. iJ Align and Straighten First ROW of the Rock-it System With Rock-It Array Skirt. •use North-South adjustment of the Rock-ItPedesW.tostraightenRocklt Array Skirt and align module with Array Skim Torque screw on side of Rod-It Pedestal to 150 in-lbs to secure ittothe Rock4tSlide •Adjust Flange Level Nut to level the system(optional-can be leveled during orafter Installation). 6_9 Install 1st Row of PV Modules 56de upsiope Rock-It Mounts down to engage top of first module. •InstallRo*4 Couplingson the upslope side oflstrowofpanels. •Torque 2nd rowof Mid-Clamps on Rock4tMounts and Rode-ItCouplings to specified value. •Install balance of PV modules,eniuring that the Ro&-It Pedestals are In the appropriate po5ition,then torque Mid-Ciampi 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, ummecofastensolar.com info@ecofastensolarcom 877-859-3947 5 GrounDlnG LUG insTaLL •r, i i Necessary Components: One of the following ground lugs(or.any UL 2763 compliant ground lug): Burndy CL50-1TN Ground Lug(UL 2703-E351343 / UL 467-E9999) ILSCO SGB-4 Ground Lug(UL 2703-E354420 /UL 467-E34440) ILSCO GBL-4DBT(UL 2703-E354420 /UL 467-E34440) ILSCO GBL-4DBTH(UL 2703-E354420 /UL 467-E34440) ILSCO GBL-4SS(UL 2703.-E354420 /UL 467-E34440) Note:Drill and deburr hole in.Ground Lug prior to installation 14 AWG-4 AWG Copper Ground Wire* Torque Values: - 8-32 x 0.5"Serrated Flange Head Bolt(300 Series SS) 14-10 AWG=20 in-Ibs. - 8-32 Serrated Flange Nut(300 Series SS) 8 AWG=25 in-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 set screw to complete assembly. *Wire should be sized in accordance with the National Electrical Code,NFPA 70,Section 690 45,and a minimum of 1/4"clearance required between bare copper wire and aluminum. Fes. Drill hole er roundin lu manufacturers P g 9 . 9 =` specifications in the ups lope part of Rock-It Coupling for attaching grounding lug. Note:Deburr hole in Ground Lug and Rock-it Coupling,prior to installation. www.ecofastensolar.com info@ecofastensolarcom 877=859-3947 6 ROC K-IT CLIP SS I Cl STa LL •Raptageh6rduug Location 5 I IL'AfROA Nm 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 rST aLL 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 optimiser. • 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 2.6 to the module frame and the micro-inverter/power optimizer to the Rock-wit 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 3 eed. Exposure 2:12<Roof Pitch<6:12 7:12<Roof Pitch<12:12 ASCE 7-05 ASCE.?10 Category Zone 1. Zone 2 Zone 3 Zone T Zone 2 Zone 3 B 159 93- . _59 } NOW 85 mph 1.10 mph • C . 114 67 42 - 88 88- - D 96 56 35 -91. 74 74 B 146 85 54 90 mph 115 mph . C 104 61 38 98 so 80 D 68 51 32 . .83 68 68 B - 123 72 . 45 95 95 100•mph 125 mph Q 8s 51 32- 83 68 68 D 74 43 _ 27 70- 57 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 89 66 -66 120 mph ISO mph C 61 36:- 22. 58 47 47 D 51- 36 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=5470(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.)Ail adjustment factors are set to 1.No site specific engineering is included 1.n 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 CategoiV Zone 1 Zone 2 Zone 3 Zone 1. Zone 2 Zone 3 . - - - B 91 '53 33 85 mph 110 mph C 65 38 24 61 50 . 50 _D 55 32 _. 20 _ - .52 42 -42 B 83 49 30 - 90 mph 115 mph C 59 35 22 56 46 46 D 50 29 18 47 38 38 - - - - _.. B --; 100 mph ! 125 mph C 50 29 18 47 39 39 p• 42-_•_ 15 '40_ 32- - = 32 -. . B 56 33 20 53 43 43 110 mph 140 mph C 40 23 14 38 31 31 D 34 19 12 32 26 26 13 49 28 18 4B 37 37 120 mph 150 mph C 35 20 12 33 27 27 D 29 17_ 10 28 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 EccFasten Solar standoff 2.)Maximum allowed spacing approved by EcbFasten 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 then 30 feet In height 7.)All adjustment factors are set to 1.No site specific engineering is Included In this table www.ecofastensolarcom info@ecofastensolar.com 877-859-3947 8 Snow Load 21-30 psf Modules In,Landscape Wind S'eed Exposure 2:12 a Roof Pitch<6:12 7:12�Roof Pitch a 12:12 ASCE:7-05 ASCE 7-10 Cate b o Zone 1 Zone 2 Zone 3: Zone 1 Zone 2 -Zone 3 B 93: - -59 - 85 mph 110 mph -C 67- 42- . D 9.6 56 35" - B 65 .54. 90 mph 115 mph C 104 61 38 D 88. . 51 32 B" 72 45 100-mph - 125 mph , , C 88 _51 32- D 74 43 27 .5-7 z.: 57:"_ B 98 57 36 11,0 mph 140 mph C 70 - 41 26 66 54 54 D 59 34 22 56. . 46 46 = B 85 - 50 31 GB = fib 120 mph ' 150 mph C 61 36 22 58- 47 47 ' D 51- 30_- 19 = _ .49 J 0, 40 Notes ®Spacing Governed by Snow Load 1.)Values,In above table represent the maximum allowable spacing in inches for Pullout forces only on Ec6Fasten 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 cep6ity=547#(per testing results) 4.)Includes additional factor of safety of 1.5 for lag pullout capacity 6.)Values based on a maximum module width of 40" 6.)Based on Pisk 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 Wind S eed. Expasure 2:1T<Roof Pitch. 6:12 7:12 a <Roof 12.12 ASCE 7=05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 . Zone 3 — B 85 mph 110 mph { C " 20 B 49 30 90 mph 115 mph C 59 35 22 D 50 . . 29 18 38, 38. 100 mph 125 mph : '; C "- "50" "' 29 All _D 42 _ 4[q 32.,� i132•c....-J 28 I 16 "" g, _. . - - - E _ B 56~ � 33 20 -- 110 mph 140 mph C 40 23 14 38 31 31 D 34 19 12 32 26 26 B 4s - , . 28 ' �B - - 37__�� 120 mph 15D mph ; C 35 20 12 33"''r 27 27 D. - __ 29 . 17 - -1.0 _ -- - -- - - - - - - Notes: - - - -Spsdng Govemed 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 aapcity=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 76" 6.)Based on I21sk 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 9 Snow Load 31-40 psf Modules in Landscape VNind Speed Exposure 2:12 c Roof Pitch c 612 7:12 c Roof Pitch-<12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3' Zone 1 Zone 2. Zone 3 B 59 85 mph 110 mp_h C .67 42 D 56: 35 B 54 90 mph 115 mph C 61 38 D 51 32 B 45 100 mph_ 125 mph' C 5 I 32 D 74 -" 43 27 (3 57 36 110 mph 140 mph C 70 41 26 D 59 34 22 46. B' 50- 31 120 mph 150 mph C 61 3$ 22 47 47" D 51 . 30— . -- 19 49. 40 40 . Notes: Spacing Govemed 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 EcoFasteri 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 of40" 0.)Based'on Risk Category II(ASCE 7-10)structures less than 30 feet in height 7.)All adjustment factors are set to 1.No site specific engineering Is included in this table Snow Load 31-40 psf Wind Speed Exposure 2:12<Roof Pitch<6:12 7:12 c Roof Pitch c 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 38- 24 _ - - D 32 _20 B 49 30 90 mph 115 mph C 35 22 D 29 18 100 mph 125 mph C i 29 18 - - - -- D 42, 26 -15 - _ B 33 20 110 mph 140 mph C 40 23 14 D 34 19 12 26 26 B 49 26 18 120 mph 150 mph l C 35 20 12 27 `27 D .__. 29_ 17__ 10 22 —Spacing Governed by Snow Load 1.)Values in above table represent the maximum allowable spacing in Inches for pullout forces only on EcoFasten Solar standoff 2.)Maximum allowed spacing approved by EcoFasten Solar is 48" 3.)Maximum allowed standoff capcity=547#(per testing results) 4.)Includes additional factor of safety of 1.5 for lag pullout capacity 5.)Values based on a maximum module length of 70" 6.)Based on Risk Category If(ASCE 7-16)structures less than 30 feet in height 7.)All adjustment factors are set to 1.No site specific engineering is Included In this table wwwecofastensolar.com info@ecofastensolar.com 977-859-3947 10 Snow Load 41.60 psf Modules in,Landscape' . Wind S eed xposure 2:12--c Roof Pitch 5 6:12. 7:12`Roof Pitch s.12:12 ASCE 7 05 ASCE 7-1J:E Cate o. . 159 ne'1 Zone 2 Zone 3 Zone.1 . .Zone.2 " Zone.3 B 6' 59. , 85 mph 110 mph C 42 -D 56' 35. S - B - 54 §0 mph 115 mph C 61 38 D 51 32 f3 -45 100 mph `-125 mph. C 51 32 D" 43- .-27. B 57 36 110 mph 140 mph C 41 26 D 34 22 46 46 B 56 31 -120 milli 150 mph C 61 36 22 - 47 47 - D 51 30 - 19 49 '. . ' 40 40 Notes: Spacing Governed by Snow Load 1.)Values In above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff, however the designer must round down to meet appropriate rafter spacing 2.)Maximum allowed spacing:approved by EcoFasten Solar is 72' 3.)Maximum allowed standoff capeity=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 4(" 6.)Based on Risk Category 11(ASCE 7-1.0)structures less than 30 feet in height 7.)Ail adjustment factors are set to 1.No site specific engineering is included in this table Snow Load 41.-50 psf Wind Speed Exposure 2:12<Roof Pitch.a 6:1T 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 38 24 D_ - 32 - 20 B 30 90 mph 115 mph C 35 22 D 29. 18 100 mph 125 mph C -29, 18 --13 , __ 26 15 B 33 _ 20 116 mph 140 mph C 23 14 D 19 12 120 mph 150 mph C j 35 20 12 Notes: . . D _ 29 17- _.�. _.10__ 22 '.*1 -22 ®Spacing Governed by Snow Load 1.)Values in above table represent the maximum allowable spacing In Inches for pullout forces only on EcoFasten Solar standoff 2.)Maximum allowed spacing approved by EcoFasten Solar Is 4T 3.)Maximum allowed standoff capcity=547#(per testing results) 4.)Includes additional factor of safety of 1.6 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.ecofastensolarcom info@ecofastensolar.com 877-859-3947 11 9 Snow Load 51-60 psf Modules in Landscape. Wind Speed . Exposure 2:12<Roof Pitch<6:12 7:12-C Roof Pitch-C 12:12 ASCE 7-05 ASIDE 7-10 Cate o Zone 1 . Zone 2 Zone 3 Zone 1. Zone 2 Zone•3 B .5 5 Pp 85 mph 110 mph C 42 34 D �S 35 B 5� 54 90 mph 115 mph C 38 D 51 32 B 45 100 mph 125 mph C_ 5 51' 32 D a 43 27 B 36 q 110 mph 140 mph C 41' 26 D 34 22 4 B 5 50 31 120 mph 150 mph C 5 36 22 d D 51 30 19 3�1 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 24 - - D 32 20 _ B 30 90 mph 115 mph C 22 D 29 18 B 26 - 100 mpb 125 mph C 29' 18 D 26 15 B 20 110 mph 140 mph C 23 14 D 19 12 120 mph 150 mph C 20 12 D 29. 17 10 Notes: ®Spacing Govemed by Snow Load 1.)Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFesten Solar standoff 2.)Maximum allowed spacing approved by EcoFasten Solar is 4W 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 871-859-3947 12 GrounDinG inFOrmaTlon The rail-free Rock-It SysternrMay 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 theMld-Clamps are loosened to ensure there is°new°metal to pierce into upon retightening. Grounding Method Rock-It 4.0 Mount bonds N-S rows of modules Rock-It 4A Coupling.bonds E-W rows of modules iock-It Array Skirt bonds E-W along the entire array when installed One Bumdy CL50-ITN ground lug is required per PV array,limited to 300 modules placed In either portrait or landscape orientation. BOnDinG ASSemBLJ anD BOnDnG PaTH I Bond Path ' Grounding Lug Integrated Bonding genara4yto earth grouts w Rodo-hCouoling ■ Rock•It Mount r..Rock-It Array Skirt 4 Bond Path Bond Path - - - Grounding Ling GraulltlirSg lug Equiptnentaaoundhg Conductor(EG4' Equip'meritGrounding srQUymrit[h Gonduttor(EGC}' �rRirocnm w Rork-h Coupling 0 Rock-I(Coupling ■ Rock-It Mount +�Rock-1tArraysklrt - t Rnck•It Mount ®Rock-It Array Skirt www.eccifastensolar.com info@ecofastensolar.com 877-859-3947 121 'THermaL EXPansion and BonDinG A thermal expansion gap is required per each continuous 44'length of modules. ® Bond Path Grounding Wg Omit a coupling and leave a 2"gap in EqulPnunt Grounding the Rock-It Array Skirt and also between /"--con�aer(EG[} Ma,rally co eh the modules at that point. around . Rock-tt coupling ■ Rock-It Mount —Rock-It Array Skirt BracKeT sPacinG Portrait Orientation Landscape Orientation I l i l 1 � I 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 lesserspacing E-W than the ma)amum. STaGGereD LaYOUT canTILever anD oFFSeT Staggered Mounting Points �rtantiieve� Offset — ®Rock It Mount Rock It Coupling Cantilever. Maximum cantilever Is 1/3 bracket spacing. For portrait orientation installations,check layout prior to installing. The array layout instructions in this installation manual offer a general overview of layout. Periodically,due to a variety of Offset: Offset from all roof edges depends on wind speed,snow factors(roof obstacles,shading,etc)other layouts are required, loads,local fire and building codes per location it www.ecofastensolarcom info@ecofastensolarcom 877-859-3947 14 ROCK- IT SY STeM 4.0 sYsTem sReaFicaTions Max No.of Panels 300 Modules per ground lug Materials 300.Series Stainless, 6000 Series Aluminum Max System Voltage _ .1000VDC Coating Black AndodizationiMill Finish Class A Fire Rating With ULi703 Type 1 Rated Lug Specifications Bumdy CLSO-17N 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 Slide Tile 7 39.051(992mm)x 20(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 547lbs with Single 5/16°Lag 3.0 Max Anchor Spacing 02mrn) 46' Safety Factor. Skirt Box.CtTY 6 units SRde Fastening Hole 5/16°diameter Mount Box CITY 12 units Module Cantilever Maximum cantilever is 1/3 tRock-itSlide Box CITY 50.units bracket spacing g 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 E-11—SA. ;oc Kciintiinu'f»i."" YiG IU(OOE GGTQb201(. crnacclurou.ttm CONFOMTOUL2M. . '_ ^'O ISSOC.ilONa19l6CYmUff The EcoFasten Solar Rock:lt 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. D, EcoFas A �eriSolar" www.ecofasteritolar.com info@ecofastensolar.com 877-859-3947 15 FeaTu res • New and improved design • North-South adjustability + Fastest,easiest to level system on the market • Only one tool required(1/Z"deep well socket) Integrated electrical bonding aVertical adjustment of 3"-4° • SIMPLE-only 4 components EvaLuaTeD, COMPaTIBLe MODULes ModuleMaruiacturer Model Type e'x"umdt0 MaduleDlmeneans(mm) Module Dimension DownwrardPressum� upwsrdpressure Down-SlopeDe9gn Me�amumCemp IndImte variabletod) Dasign Lmd,(pcf) Design Loyd(pd) Load(prl) Spatln (In) 'TrinaSolar TSM-xgrf)05.08 -1640x992x40 64.95"939.05N1.57" 33.3 33.3 20 72 Cenadlansdar. I CS6P-XMN 1638x922x4D 64A8"x88.66'SQ'.57'.'- 33.9 99.31.. '20. 72 ' OmadianSdar.'., C56P-xxxP 1618x982"x40 64.5'h38:7xLST' .99.3 33.3 , 20 72 . JlnlroSolar XMxotP-60, 1650x992x40 606"x99.05'SC.57" 30 30 20 72 JWW Solar JICM UM-60 1630 x992 j40 "96"L99.05"&5V' 90. So 2D 72 . JinkmSolar JMmWP-60- 1650 x992 x40 6496"139.05"XI.51".' 30 30. 20 72 JlnW Solar JK MxxxMM-60 1650 x992 x 40 64,96"139.05"X1,57." 90- SO 20 72 YingliSolar. YL2)mP•29b 1650x990x40. 6496"3138.97"x1.57" 30 30 20 72 LO Elcetionics LOSOONIOU 1640 X 1000 x 95 S'L57"x39.874d.88" 3o 30 20 72 LG Eketrornle6 LGSDDNiK194- 1640 x 1000 x 40 64.57439.37'rd.57"" 30' 30 20' 72 Amec Solar -AC,)aoMA564QS 1640 x992 X40 690"X39.069t1.96P. 1 30 30 20 .48 RECOM RCM -6MB 16400092x95 6&S6"x99.05','xL37" 30 1 SO 20, - 72. SOrab SL 4ixr4' 1650 x990 xS9 64,96"x38974d.49" SO 3o 20 72 Solaria POweW MR43X 1621 x 1059 x 40' 69.89"MI.SV&ST' 30 30 -20. - 49 Hamvha-QCells• WROG42xx: ISM x1000x92 65.75"x39J17'x1.25" 30 _ 90 20 48 - Hanwha-QOe e. O.PROG42xx 26Mx1000x32 65.75"x39.97'xL25". 3o 80 20 72 Surpreme GxB3xxT 1670x997x40 65.75V9.2S"&57"' 30 30 .20 48 AEC REC totK 6MB. 1675 x997 x38 65.94`k39.25'kLS' 20. 20 20 - 72 REC_ REC-XxK-6MB 1675 x997 x38 65.94'Sr39.25"ALS" 30' 30 28 49. SolarWodd SWXa Mono Black :1675x961X23 65.951k37.80x1.311" 20 20 '20 72 S01arWodd SW xnr Mono Black . 1675 X961 X33 65.95N37.8"xL30".' 30 .30 20 48 •Hanwha 0-Cells 32mm modules to be used with special order Rock-It System componenis.Call for details b®' a ��c®Fasten Solar- www.ecofastensolar.com info@ecofastensolar com 877-859-3947 16 Cut Sheet Rock-1t4.0-Mount 1. Installation to be completed In accordance with manufacturers written specifications and installation.lnstnictions. 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. 1 5: Subject to change without notice. R'll`may' 3.17in _ [80.54mr-9] 2.50in [63.50mm] 2:02in 2.14in 2.34in [51 .38mm [54.37mm] [59.36mm] 32mm 35mm 40mm x *S=G CorFatsten 4741 W Polk Street Ste.4 ARDS ; � Solari-'-: Phoenix,AZ 85043 .Toll Free Phone 1.886.766.4273 Toll Free Phone 1.877.859.3947 Material:See Spec Sheet Toil Free Fax 1.888.766.9994 Toll Free Fax 1.888.766.9994 Scale: 1:2 6/28/2017 ASG: - EFS: X S. *1aD'ec.k FLASHED PV ROOF-MOUNT COM FNERd6NO10511JRtg Basic Features , • Stamped Seamless Construction • 18 Gauge Galvanized Steel _ • Powder Coated Surfaces Flashes into the roof deck • 3 Roof deck knockouts.5", .7511, 1 • 5 Centering dimples for entry/exit fittings or conduit • 2 Position Ground lug installed • Mounting Hardware Included SOIaDedc Model SD 0783 SolaDeck UL50 Type 311 Enclosures Available Models: i y z, % . 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.078641 are labeled and ETL listed UL STD 1741 according to the UL STD 1741 for photovoltaic combiner enclosures. I ; Max Rated-600VDC, 120AMPS r ;, Model SD 0783-41 3°Fixed Din Rail fastened using Nodock System - r **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 _ recognized and meet 600 VDC 30 AMP 110C for fuse holders,600V 50 AMP 90C for rail mounted terminal blocks and 600 V 176 AMP 90C for Power .i Distribution iConductors.tionBlocks.Use Copper Wire �.. t , Covers trimmed to allow Model SD 6783-41,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, W1 54703 For product information cal! 1(866) 367-7782 Enphase Microinverters - The high=powered smart grid-ready Enpha. ►e Enphase IQ 6 Micro'and Enphase IQ 6+Micros' �Q 6 �� IQ �+ dramatically simplify the installation process while achieving the highest efficiency for moddle-level i(;rbi�1lr�'rters power ower 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 pgtterr,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 • Lightweight and simple I - Faster'installation with improved two-wire t cabling ra • Built-in rapid shutdown compliant(NEC 2614) Productive and Reliable • optimized for high powered W-cell and 72- cell*modules ` Y'" • More than a'million hours of testing • class it 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 grld profiles U` +The IQ 6+Mlcro Is required to support 72-cell modules EN PHAS E. To learn more about Enphase offerings,visit enphasecom Enphase IQ 6 and IQ 6+ Microinverters INPUT DATA(DC) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS-72=2-111S'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 II 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 OUTPUTDATA(AC) I0640-2-US AND IQ6-60-5-US IQ611LUS-724-11S AND I06PLUS-72-5-US Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal voltage/range2 240 V/2117264 V 2U8 V(10)/183-229 V 240 V/211-264 V 208 V(1(1))/183-229 V Nominal output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency 60 Hz 66 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) 0.7.1eading...0.7lagging 0.7 leading...0.7lagging EFFICIENCY @°240 V @208 V(10) @240 V @208 V(10) .CEC weighted efficiency�~ 97.097.0% 96.5% 97.0% 96.5� MECHANICAL DATA Ambient temperature range 400C to+650C Relative humidity range 4%to 100%(condensing) Connector type MC4 or Amphenol H4 UTX Dimensions(WxHxD) 219 mm x 191 mm x 31.9 mm(without bracket) Weight 1.5 kg(3.3 lbs) 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 690J2 and C22.1-2015 Rule 64-21 B Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's Instructions. 1.No enforced DC/AC ratio..Seethe compatibility calculator at enohase.com/en-usisupport/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 fd 20117 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. E N P H AS E. 2017-05.01 \/ R Enphase Networking Enph.a's' e The Enphase IQ Combiner''with Enphase IQ Envoy"' consolidates interconnection equipment into a IQ Combiner single enclosure and streamlines PV installations by (X-IQ-AM1-240-B) providing a consistent,pre-wired solution for residential applications. • - - - - - - • Smart • Includes IQ Envoy for communication I and control w Flexible networking supports Wi-Fi, Ethernet;or cellular " Simple " •_ ;, t • Three pre-installed 20 A/240 VAC � circuit breakers a Provides production metering and optional consumption monitoring. Reliable Durable NRTL-certified NEMA type 0 311 enclosure • Five-year warranty LISTED To learn more about Enphase offerings,visitenphase.com !./ EN PHAS E. Enphase IQ Combiner MODEL NUMBER IQ Combiner X-IQ-AM1-240-El IQ Combiner with Enphase IQ Envoy"for integrated revenue grade PV production metering (ANSI C12.20+/-0.5%)and optional consumption monitoring(+/•.2.51Y0).. ACCESSORIES(order separately) Enphase.Mobile Connect"' Plug and play industrial glade cellular modem with data plan for systems up to 60 CELLMODEM-03(4G/12-year data plan) microinverters.(Available imthe US,Canada,Mexico,Puerto Rico,and the US Virgin Islands, CELLMODEM-61(3G/5-ye6r data plan) where there is adequate cellular service in the installation area.) Consumption Monitoring CT Split core current transformers enable whole home consumption metering(+/-2.50%). CT-200-SPLIT ELECTRICAL SPECIFICATIONS Rating Continuous duty Solar branch circuit breakers Three 2-pole 20 A/240 VAC DIN rall-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"z 8.0") r Weight 5.1 kg(11.2 Ibs) Ambient temperature range -40°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-F 802.11b/g/n Ethernet 802.3,Cat5E(or Cat 6)UTP Ethernet cable-not included Cellular Optional,CELLMODEM701 (3G)orCELLMODEM-03(4G)-not included COMPLIANCE Compliance,Combiner UL 1741 Compliance,IQ Envoy UL 916 CAN/GSA C22.2 No.61010-1 47 CFR,Part IS,Class B.ICES 003 IEC/Etd 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 fights reserved.All trademarks or brands In this document are registered by their respective owner. EN PHASE. 2017-08-17 �� J. Mono Multi Solutions THEALLMAX PLUS"' �® MODULE i 60 CELL ■ MONOCRYSTALLINE MODULE I i 270-29OW POWER OUTPUT RANGE f Maximize limited space with top-end efficiency 17.77o - Up to 177 W/m2 power density I - Low thermal coefficients for greater energy production at /MAXIMUM EFFICIENCY high operating temperatures + 1 Highly reliable due to stringent quality control 0 P4W+5 W i • Over 30 in-house tests (UV,TC, HEand many more) POSITIVE POWER TOLERANCE - In-house testing goes well beyond certification requirements t "r As a leading global manufacturer of next generation photovoltaic , Certified to withstand challenging environmental products,we believe close ` conditions cooperation with our partners J} • 2400 Pa wind load is critical to success. With local presence around the globe,Trina is • 5400 Pa snow load able to provide exceptional service - 35 mm hail stones at 97 km/h to each customer in each market and supplement our innovative, reliable products with the backing of Trina as a strong,bankable partner. We are committed to building strategic,mutually beneficial collaboration with installers,developers,distributors and other partners as the backbone of our shared success in driving Smart Energy Together. LINEAR PERFORMANCE -WARRANTY 10 Year Product Warranty-25 Year Linear Power Warranty Trina Solar limited u100% www.trinasolar.com o Add18onat y ague frorn i • o so% nn°SOI°rs linear gory°n ty Tr�nasolar 80% , Smart Energy Together Years 5 to Ib 20 25 ■Trina standard, ®'Industrystandard - laagla6o.L 16iau3 liew5 'w!lou Inogl!MaBuogo of loalgns OJD laag a solops!gl papnlou!suonooy!oadS'paAiasaislg6upV'payw!I ioloSouulglOL© Jolossu1�� 1OnClO8d3H1 ONISn 3 one mliondjSNl NOIIV-nV1SNl ONV 1113JVS OV3M:NOI1nV7 iNnldwoo 333M atA3 _ I In Ar%l saoa!d 0y8 aau!o{uoO,Oq jad sa!npoW I s _ saoa!d 0£:xoq jad sa!npoW 99 r NOUV8091dN009NKMIOvd NOUVOId11830 (s!!olap iol AluoiioM lon pad o{iaiai asoald) DJ eMPA 0 Ob m W M a A{uojlOM IaMOd lOau!i JoaA SZ Wv WI A{uollOM d!ysuow>fIOM{Onpad joaA 0 /MO WZ A1NVHHVM W W. 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