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City of Zephyrhills PERMIT NUMBER r a>Hrot>i � 5335 Eighth Street ' Ze'phyrhills, FL 33542 BGR-000775-2020 Phone: (813)780-0020 Issue Date: 10/12/2020 Fax: (813)780-0021 Permit Type: Building General (Residential) Property Number Street Address 12 26 21 0280 00000 0270 1 1 39352 Lincoln Avenue Owner Information Permit Information Contractor Information Name: IDALIA SANTOS Permit Type:Building General(Residential) Contractor: MOMENTUM SOLAR- Class of Work:Electric Service Replacement/ SOLAR Address: 39352 Lincoln Ave Building Valuation: ZEPHYRHILLS,FL 33542 Electrical Valuation:$25,704.00 Phone: (813)782-3513 Mechanical Valuation: ��✓ Plumbing Valuation: \ Total Valuation:$25,704.00 Y 1` Total Fees:$252.78 Amount Paid:$252.78 Date Paid:10/12/2020 11:51:32AM ,Project Description INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR SYSTEM Application Fees Electrical Plan Review Fee $84.26 Electrical Permit Fee $168.52 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 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 permit 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 add fee Must Accompany Application.All work shall be performed in accordance with City Codes avid Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 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 Date Received Phone Contact for Permitting �a P17 - 66.7 3 aaaaaaaa aaaaa Owners Name IDALIA SANTOS Owner Phone Number (863)398-5097 Owners Address 39352 LINCOLN-AVE ZEPHYRHILLS FL 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39352"LINCOLN AVE ZEPHYRHILLS"FL 33542 " LOT# 27 SUBDIVISION LINCOLN HEIGHTS PARCEL ID# 12-26-21-0280-00000-0270 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONS-Ill x ADDIALT - SIGN 0 = DEMOLISH" &I INSTALL a REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL 0" DESCRIPTION OF WORK Installation of photo voltaic solar panels on rooftop. BUILDING SIZE SQ FOOTAGE HEIGHT". ©BUILDING $.25704 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS"ENER Y = W.R.E.C. =PLUMBING $ �� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION0, 1Z =GAS" = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES- 'NO ------------ BUILDER -COMPANY -MOMENTUM SOLAR. SIGNATURE REGISTERED" Y/N FEE CURREN . Y/N Address 6210 Hoffner.Ave Ste 100 Orlando,FL 32822 License# FCVC57036 ELECTRICIAN" COMPANY MOMENTUM SOLAR SIGNATURE REGISTERED I Y/N FEE CURREN Y./N Address 6210 Ho er Ave.Ste 100 Orlando,FL 32862 License#" EC13008217 PLUMBER COMPANY SIGNATURE REGISTERED- . YIN "FEECURREN Y/.N" - Address' License# MECHANICAL COMPANY .SIGNATURE REGISTERED I Y/N FEE CURREN' Y/N- Address" License# .OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN .Y/N Address License#- aaafa"Iliai/aaa[alift.alalal.lt■faaailsi.aia"Ealaailli aifa.iai.alalli:il'ia.NA RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Constriction Plans,Stonnwater Plans w/Sift Fence installed; Sanitary Facilities&1 dumpster,Site Work Permit for subdivislonsllarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.RLO-W Permit for new constriction. Minimum ten'(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed; Sanitary Facilities&1 dumpster.Site Work Penult for all new projects.All commercial requirements must meet compliance. SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required for all NEW constriction.. 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"Aftomey(for the owner)would be someone with notarized letterfrom 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department r , NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractors)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not property 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'oi•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 Iimitedto: - 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 W"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 usedi 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 YOURIPROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WIM XQU13 LOUIS�12 AN fORNEY BEFORE-RECORDING YOUR NOTICE OF COMMENCEMENT- FLORIDA JURAT(F.S.117 L% — a OWNER OR AGE CONTRACTOR S�p2s2c b0e Dan by ra(Santos efore me this 9/22/22020 and bsworr�am(ieron Chnstensenme this Who is/are personally known to me or has/have produced Who Is/are personallyAcawn to me or has/have produced as id tification. as i entifica ion. Notary Public Notary Public Commission Commission No. Q Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped FJ'Lauren Notary Public State of Florida �vY vo Notary Public State of Florida � E EI-Taher a`'rLauren E EI-Taher My Commission GG 298001 F off' Expires 02104/2023 'r a My Commission GG 298001 yr or �"oi flog'' Expires 02l04I2023 , INSTR#2020157002 OR BK 10181 PG 3Z63 Page 1 of 1 09/22/2020 10:39 AM Rcpt 2206803 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller Permit Number. ` Foilo/Parcel ID P. 1226210280000000270 1 Prepared by:_Lauren El-Taher/Momentum Sdar 6210 HotrnerAve,Suite 1, Orlando,FL 32822 Return to. Fdomenturn Solar 6210 HoffnerAve,Suite 1 Orlando,FL 328M NOTICE OF COMMENCEMENT State of Florida,County of The undersigned hereby gives notice that Improvement will be made to certain real property,and In rdance 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 ff avallable) LINCOLN HEIGHTS SUB PB 13 PGS 113-114 LOT 27 OR 4804 PG 587/39352 LINCOLN AVE 2. General description of Improvement Installation of photo voltaic solar panel on rooftop 3. Owner Information or Lessee Information B the Lessee conbacfed for the Improvement Name IDALIA SANTOS Address 39352 LINCOLN AVENUE,2'EPHYRHILLS,FL 33542 Interest In Property Owner Name and address of The simple ttieholder(ff different from Owner listed above) Name WA Address 4. Contractor Name Momentum Solar/Cameron Christensen Telephone Number 321-247-6073 Address 0210 Haffner Ave,Suite 1,Orlando,FL 32822 5. Su"(if applicable,a copy of the payment bond Is atlacthed) Name WA Telephone Number Address Amount of Bond $ 6. Lander Name WA 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(1Ha)7,Florida Statutes. Name WA Telephone Number Address 8. in addition to himself or herself,Owner designates the following to receive a copy of the Lienoes Notice as provided in g713.13(1Hb),Florida Statutes. Name WA Telephone Number Address 9. Eirpiration date of notice of commencement(the expiration data 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 EAPIRAMON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 71S.13,FLORIDA STATu1ES,AND CAN RESULT IN YOUR PAYING TWICE FOR IYPROVE711IN S TO YOUR PROPERTY.A NOTICE OF COMMENMUElfr MUST BE RECORDED AND POSTED ON TIE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FRIANCING,CONSULT iMITN YOM LEMDEWbRAN ATTORNEY BEFORE C019 OMNO WORK OR RECORDING YOUR NOTICE OF CONWNCEMENT.' b Owner . S d arLwea,aOwrheYaarLessae'sAuBrorhrod Slpnetoya TltlerOtnee The foregoing instrument was admowledged before me this 22 day of SEPT/20 by IDALIA SANTOS man r nemeoTpeieon as Owner for Type of authod .• ,oTtio r,tnuhe,etbnry N rid' Name of party an behalf or whom trrotrunnent was executed i Z'... e2 i Sip d Florge _ PIK eyp.,ar etsnp oormreNohhw rrrrr.d Ndray Pubte Personally Known_OR Produced ID X Type of ID Produced D.L. '" ►retry Prm[o suy a Ftortde Lauren E EI-T�her In Parson-,,( or Who Signature eCoa Op pact I meµ• SUNM1I*aMv ff ,-jr , 111�y J� ji--Li-11 L U11,7-bl�id: =- 1 Bracket Gasket Types F�'t Fits 1 1 MetalAll Rolled 1 1 1 1905 E 5#h St, Ste.ASUNMODD r- Vancouver,WA 98661 Phone.' :_____ __ _ _ ____ ____ __-________--__-__-_-_--__- __ ...i Y`....Sri"(•`( r) e, F,2j Jr Jr. , Patent#: US 8424821 K10211-XXX (shown with corrugated roof gasket) K10212-XXX (shown with barn roof gasket) Designed for maximum flexibility; Combine with L-Adaptor (KI0066-016) 3 bracket sizes fit almost any rolled to change the orientation metal roof profile. of rail at right angles to corrugations own Single screw penetration mount on wood or metal purlins for fast and iz --- easy installation. ;_77 =� Jill�' Choice of 2 EPDM gaskets fora superior water tight seal. The vertical slot feature provides adjustment to the solar array when roofing is uneven. Durable aluminum anodizing finish for increased weather corrosion resistance. All kits come complete with the following parts: 1- Corrugated Roof Mount 1- Lag Bolt 5/16 X 5" (Choice of 3 Sizes) & I Sealing Washer :1- Roof Mount Gasket Choice of 2 Types) I-T-Bolt & I- Flange Nut a. 1905 E 5th St.,Ste. A SUNMi#&MO)kE3 Vancouver, WA 98661 Phone: 360-844-0048 www.sunmodo.com i Z8 structural ENGINEERS August 6,2019 SnapNrack 775 Fiero Lane,Ste.200 San Luis Obispo,CA 93401 TEL:(877)732-2860 Attn.:SnapNrack-Engineering Department Re:-Report#2018-11940.03.—SnapNrack-Ultra Rail SolariPhotovoltaic Racking System with UR-'60 Rail. Subject:Engineering Certification for the State of Florida PZSE,Inc.—Structural Engineers has provided,engineering and span tables for the SnapNrack Ultra Rail Racking System with.UR- 60 Rail,as presented in PZSE Report#2018-11940.03,"Engineering Certification and Span Tables for the SnapNrack Ultra Rail Solar Photovoltaic Racking System". All information,data,and analysis therein are based on,and comply with,the following building codes and typical specifications: Building Codes: 1. ASCE/SEI 7-10,Minimum Design Loads for Buildings and Other Structures,by American Society of Civil Engineers 2. 2017 Florida Building Code,6th Edition 3. 2017 Florida Residential Code,6th Edition 4. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic(PV) Panels,November 1„2012 by ICC-ES 5. Aluminum Design Manual 2015,by The Aluminum Association,Inc. 6. ANSI/AWC NDS-2015,National Design Specification for Wood Construction,by the American, Wood Council Design Criteria: Risk Category II Seismic Design Category=A-E Basic Wind Speed(ultimate)per ASCE 7-10:up to 190 mph- Ground Snow Load=0 to 120(psf) DIGITALLY SIGNED This letter certifies that the loading criteria and design basis for the SnapNrack Ultra Rail Racking System with UR-60 Rail Span Tables are `� \• CENSCF'�'�� in compliance with the above codes. Q - f No.13522 s '. If you have any questions on the above,do not hesitate to call. +s�aca�.ozr2sizo - ORIOP. ��.` Prepared by: i �SS�O�ll q i�E�G`�� PZSE;Inc.—Structural Engineers Roseville,CA osro6/2019 8150 Sierra College Boulevard,Suite 150, .Roseville,CA 9.5661 T 916.961:.3960- F 916.961.3965 W' www:pzse.com . Experience I Integrity i Empowerment r , l 1 Ze . ttr �t ura lNGINEERS August 6,2019 SnapNrack 775 Fiero Lane,Ste. 200. San Luis Obispo,CA 93401 TEL:.(877)732-2860 Attn.:SnapNrack-Engineering Department Subject: Report#2018-11940.03—Engineering Certification and Span Tables for the SnapNrack Ultra Rail Solar Photovoltaic Racking System 'I PZSE, Inc.—Structural Engineers has reviewed and analyzed the SnapNrack Ultra Rail Racking System, a proprietary mounting system constructed from modular parts,which is intended for rooftop installation of solar photovoltaic(PV) panels;and has provided the attached span tables. This review included the complete system including the "UR-60" aluminum rail(6005-T56 alloy),attachment devices,splice elements,and Pb Panels. All information,data,and analysis.- contained within are based on,and comply with,the following building codes and typical specifications: Building Codes: .1. ASCE/SEI 7-16, Minimum.Deslg Loads for Buildings and.Other Structures, by American Society of. Civil Engineers 2. -2018 International Building Code; by International Code Council, Inc.- 3. 2018 International Residential Code, by International Code Council, Inc. 4. AC428,Acceptance Criteria for Modular Framing Systems Used to-Support Photovoltaic.(PV) . Panels, November 1,2012 by ICC-ES 5. Aluminum Design Manual 2015, by.The Aluminum Association; Inc. 6. ANSI/AWC NDS-2015, National;Design Specification for Wood Construction, by.the American_ Wood Council Design Criteria: Risk Category II;Seismic Design Category=A-E i Wind Loads: Basic.Wind Speed (ultimate) per ASCE.7-16=95 mph to 190 mph. Includes roof pitches from 0°to 90% up to 60 feet mean roof height,and exposure categories B,C, &D. Parapets; roof overhangs,.and topographic wind speed adjustment have not been considered. Snow Loads: Ground Snow Load=0 to 120(psf).i Spans are based on the sloped roof snow load (Ps)corresponding to each ground snow load. See Appendix A to adjust span tables for non-reducible snow loads. PV Modules: All solar PV modules with metal frames. "60-Cell"tables are applicable for modules up to 5'-6" (66").. long; "72-Cell"tables are applicable for modules up to-6'-6" (78") long; and "Landscape.".tables are- . applicable for modules up to 3'4-1/2" (40-1/2") long in.the narrow direction. Module length is. defined to be perpendicular to the rail, regardless of panel orientation. If you have any questions,.do not hesitate to call. ' i Prepared by: PZSE, Inca—Structural Engineers Roseville, CA 1478 Stone.Point Drive,Suite 190, Roseville,CA 95661- T .916.961.3960 F 1916.961.3965 w www.pzse.com 1/923. -Experience Integrity -l. Empowerment I . E�G�iNE�E2� Table of Contents Item....................................................................................................................................................Page# Part 1 SnapNrack Ultra Rail UR-60 Flush-Mount System.............................................................................:...........:.............3 . i Description and Limitations of-the Ultra Rail UR-60 Flush-Mount System................................................................3 Span Tables for UR-60 Flush-Mount on 0-30 Foot Roof with 60-Cell Modules..........................................................6 Span Tables for UR-60 Flush-Mount on 0-30 Foot Roof with 72-Cell Modules....................................................:..86 Span Tables for UR-60 Flush-Mount on 0-30 Foot Roof with Landscape Modules. 166 Span Tables for UR-60 Flush-Mount on 30-60 Foot Roof with 60-Cell Modules...................................................246 Span Tables for UR-60 Flush-Mount on 30-60 Foot Roof with 72-Cell Modules...................................................326. Span Tables for UR-60 Flush-Mount on 30-601Foot Roof with Landscape Modules........................................::....406 Part 2:SnapNrack Ultra Rail UR=60 Tilt-Kit System......i.......................................................................................................486- Description and Limitations of the Ultra Rail UR-60 Tilt-Kit System............................. .........................:............:..486 p p Span Tables for UR-60 Tilt-Kit on 0°-7 Sloped 0-30 Foot Roof with 60-Cell Modules.................................... ..:.488 Span Tables for UR-60 Tilt-Kit on 0°-7°Sloped 0-30 Foot Roof with 72-Cell Modules.........................................:524 Span Tables for U.R-60 Tilt-Kit on 0°-7°Sloped 0-30 Foot Roof with:Landscape Modules.....................................560 Span Tables for UR-60 Tilt-Kit on 0°-7°Sloped 30-60.Foot Roof with 607Cell Modules........................................596 Span Tables for UR-60 Tilt-Kit on 0°-7°Slopedll30-60.Foot Roof with 72-Cell Modules................... ...:632' '................. Span Tables for UR-60 Tilt-Kit on 0°-7°Slopedi30-60 Foot Roof with Landscape Modules..................................668 Span Tables.for UR-60 Tilt-Kit on 7°-15°Sloped 0-30 Foot Roof with 60=Cell Modules....................................._....704 Span Tables for UR-60.Tilt-Kit on 7°-15°Sloped 0-30 Foot Roof with 72-Cell Modules............:.........................:.728 Span Tables for UR-60 Tilt-Kit on 7°-15°Sloped 0-30 Foot Roof with Landscape Modules.......................................752 Span Tables for UR-60 Tilt-Kit on 7°-15°Sloped 30-60 Foot Roof with 60-Cell Modules......................................776 Span Tables for UR-60 Tilt-Kit on 7°-15°Sloped 30=60 Foot Roof with 72-Cell Modules......................................800 Span Tables for UR-60 Tilt-Kit on 7°-15°Sloped 30-60 Foot Roof with Landscape Modules................................824 Span Tables for UR-60 Tilt-Kit on 15°-23°Sloped 0-30 Foot Roof with 60-Cell Modules.............................:........848 Span Tables for UR-60 Tilt-Kit on 15°-23°Sloped 0-30 Foot Roof with 72-Cell Modules......................................860 Span Tables for UR-60 Tilt-Kit on 15°-23°Sloped 0-30 Foot Roof with Landscape Modules................................872 Span Tables for UR-60 Tilt-Kit on 15°-23°Sloped 30-60 Foot Roof with 60-Cell Modules...................................:884 Span Tables for UR-60 Tilt-Kit on 15°-23°Sloped 30-60 Foot Roof with 72-Cell Modules.............................:.......896 Span Tables for UR-60 Tilt-Kit on 15°-23°Sloped 30-60 Foot Roof with Landscape Modules..............................908 Appendix A:Snow Load Conversion............................ .............................:................:.........................::.......:.....................:920 . Appendix B:Oversized Modules..................................1...........................................:.....:..................:............:.................... .1921 Appendix C:SnapNrack Ultra Rail Structural Details... .........:...........................................................................................::922 i -1478 Stone Point Drive,.Suite:190, Roseville,CA 95661 -T '916'961.3960 F 916:961.3965 W www.pzse.com 2/923 Experience 1-Integrity I Empowerment EGiNE�ER� Ultra Rail Racking System with UR-60 Rail: The SnapNrack Ultra Rail Racking System is intended for the rooftop installation of solar photovoltaic modules and is constructed from an assortment of modular parts as described in this report and shown in the attached details. 1.500° Y 0.750' 0.750" UR-60 Rail Material: 600545Aluminum Extrusion i Area of Cross-Section,A. '0.515 Ire Moment of lnertla,-6: .0.327 in° H Moment of Inertia,6: 0.181 In° Centrold;Y(Bottom): 1.039 in N _ �+ X. _ —x Centrold,X(Left): 0.750 in Section Modulus,Sip: 0.270 In' c Section Modulus,Sb,n,m: 0.3151n3 Section Modulus,S.1d.: 0.242 Ina Y- Figure 1: Diagram of UR-60 Rail Profile Covered by This Report(with Section Properties) Flush-Mount System Geometry Limitations: Flush-Mounted PV modules are designed per the Components and Cladding provisions of ASCE 7. Flush-Mounted PV modules shall be oriented parallel to the plane of the�roof surface,and shall be located between 2"to 10"clear from the surface of the roof to the PV module. The maximum cantilever length of the rail is L/3,where "L" is the maximum rail span after adjustments, provided there is at least 1 module length between maximum cantilevers. The modules shall be centered between the rails with consideration of industry standard tolerance. The%"gap between each PV module has been considered in the span charts, and shall not be obstructed. Installations utilizing the Tile Replacement or Tile Hook attachment devices are permitted to have panels offset from the centerline of the rails. Attachment to Roof: The attached span tables include consideration of the attachment device capacity, based on UL 2703 load testing performed by SnapNrack. Tested load values are developed with 5/16" 0 lag screws with an effective embedment of 27 1/2" into a Douglas Fir substrate,with a reference withdrawal (uplift or pullout) load capacity of 532 lb, and a reference . shear(side or lateral) load capacity of 270 lb for resisting short=term wind or seismic loads. Reference values are the base values, before any adjustment is made per the LADS. Installations into alternate substrates or which use alternate fasteners shall be permitted; provided that the fastener has tested or code-derived allowable load capacities,and meets one of the following two.criteria:A)The allowable load values for the alternate fastener shall meet or exceed the allowable values noted above for the 5/16"0 lag screws in Douglas Fir; or B)the span length identified in the"span tables"shall be reduced according to the more restrictive of the following two formulas: Alternate Reference Withdrawl Capacity Rail Span = Table Span 532 lb Or Alternate Reference Shear Capacity Rail Span = Table Span* - 270 lb These formulas shall not be used to increase the allowable span beyond the spans listed in the span tables. 1478 Stone'Point Drive,Suite 190, Roseville,CA 95661 T .916.961.3960 F 916.961.3965 w wwvv:pzse.com 3/923 Experience I Integrity I 'Empowerment D t� qEuErF ze Es"TTS Attachment Devices: The Flush-mount span tables have been grouped intolsets of attachment devices called `Bins",which are presented in the table below. To use this table,find the attachment device to be used in the list below,then read across to determine which bin the attachment is in. The spans may then be determined from the table with the corresponding . Bin number. Structural details for the system and attachments may be found in Appendix D. Note: Side load direction is parallel to rafter. Attachment Device Name Detail Bin Maximum Design Load Reference No. _ Uplift Down Side Lateral. Ultra Rail Flush-Mount,Standard Base Seam Clamp with . SNR-DC-00342 1-Foot t 1 598.4. 461.8 275.7 2753 Ultra Rail Flush-Mount,Wide Base Seam Clamp with L-Foot t SNR-DC-00342 . Ultra Rail Flush-Mount, Flat Tile Hook SNR-DC-00346 318.3 . 394 500 500 Ultra Rail Flush-Mount, Universal Tile Hook SNR-DC-60347 2 344 423.1 416.7 416.7 Ultra Rail Flush-Mount, Hanger Bolt Clamp SNR-DC-00354 397.3 460.9 500 500. Ultra Rail Flush-Mount, Flashed L-Foot(92 Deg) ! SNR-DC-00340 3 309.4 1468.7. 251.4 251.4 Ultra Rail Flush-Mount,Tile Replacement SNR-DC-00341 4 444.7 1333.3 119.4 119.4 Ultra Rail Flush-Mount,All Purpose L-Foot(90 Deg) SNR-DC-00340 444.7 1468.7 259.3 259.3 Ultra Rail Flush-Mount,Corrugated Straddle Block with - SNR-DC-00343 . 444.7 1468.7. 323.6. 323.6 L-Foot Ultra Rail Flush-Mount, Metal Roof Base with L-Foot SNR-DC-00344 444.7 1468.7 446.6 446.6 SNR-DC-00345 Ultra Rail Flush-Mount, Metal Roof Base with 7 in Standoff SNR-DC-00352 416.1 788.2 . 285.9. 285.9 SNR-DC-00353 Ultra Rail Flush-Mount, 1-Hole Base with 5-1/2 in,7 in,or SNR-DC-00348. 5 8-1/2 in Standoff SNR-DC-003494.7 788.2 264.8 264.8 SNR-DC-00350 SNR-DC-00357 Ultra Rail Flush-Mount,4-Hole Base with 5-1/2 in Standoff! SNR-DC-00358 444.7 788.2 222.3 222.3 SNR-DC-00359 Ultra Rail Flush-Mount,6-Hole Base with 7 in HD Standoff' SNR-DC-00351 465.2 788.2 213 213 Ultra Rail Flush-Mount,4-Hole Base with 8-1/2 in Standoff SNR-DC-00350 6 444.7 788.2 136.3 136.3 Ultra Rail Flush-Mount,Tile Roof Hook F SNR-DC-06356 7 848.7 500* 554.1 554.1 Ultra Rail Flush-Mount,Tile Roof Hook WS SNR-DC-00355 820.3 500* 429.9 429.9 Ultra Rail Flush-Mount, Umbrella L-Foot SNR-DC-00339 8 802.2 1333.3_ 356.7 3563 Table 1:Allowable load capacities of SnapNrack Flush-Mount attachment devices when used with the'UR-60 rail. The lowest load value in each Bin (bold value) is used for calculation of the corresponding span table. t Seam clamp load values are the lower of the.racking�system capacity,clamp slip strength, and seam rupture; based on testing performed with the clamp installed on representative panels of both 24ga steel and .032" (20ga) aluminum. Installation on thicker/stronger panels is permitted. Fastening or attachment of standing seam roof panels to the roof structure h'as not been evaluated. * In order to reduce the chance for breaking roof tiles,SnapNrack recommends limiting downforce reaction load of the the hook devices in Bin 7 to a maximum of 333 lb. 1478 Stone Point Drive,.Suite 190, Roseville,CA 95661 T 916.961.3960 F 916.961.3965 . W www.pzse.com 4/923 . Experience I Integrity .I Empowerment i pilz SE FMNI 94 Components and Cladding Roof Zones: The Edge Zones of the roof shall be determined based on the building's dimensions using Figure 2 below.The Edge Zone,. "a", is the smaller of 10%of the least horizontal dimension,or 40%of the building height,and "a"shall not be taken as less than 3 feet(ASCE 7-16 figures 30.3-1&30.3-2). For buildings exceeding a least horizontal dimension of 60 feet, further analysis may be required to determine proper Edge Zones. Edge and Corner Zone spacings (Zone_ 2 &3, respectively)apply only to mounts located in those Zones, not to all the mounts supporting the module. For the 45-90. degree roof pitch range, mount spacings shall be determined utilizing roof zones 1,2, &3. EDGE ZONE CORNER ZONE(D SEE DETAIL FOR C:ORNEL ZONE 3 - MOUNT LOCATION ET ;� SEE DETAII. 0) - tr S -INTERIOR ZONE`1� .U FOR MOUNT w O'` �y4, LOCATION u'- WHERE ROOF SLOPE p E? ,gyp p EXCEEDS 7 DEGREES, . a THIS AREA SHALL BE � Z ^ INTERIO TREATED AS ZONE`J EDGE ZONE FOR 7 DEGREES OR NONE m LESS,USE ZONE Q J .a. . GABLE RIDGE z o HIPti -- � HATCHED AREA INTERIOR ZONE Oita 2" INDICATES DISTANCE ^�A/ m a=0.1 x(LHD10R / MINIMUM OF Vr WALL V.OR 3'-0'MIN Figure 2: Roof Edge and Corner Zones Design Responsibility: These tables are intended to be used under the resp9II sible charge of a registered design-professional where required by the authority having jurisdiction. In all cases,these tables should be used under the direction of a design professional with sufficient structural engineering knowledge and experience to be able to: • Evaluate whether these tables are applicable to the project,and • Understand and determine the appropriate values for all input parameters of these tables. This letter certifies that the SnapNrack Ultra Rail Flush=Mount Racking System,when installed according to the limitations of this letter and the attached span tables, is in compliance with the above codes and loading criteria. This certification excludes 1) evaluation of the building structure to support the loads imposed on the building by the array; including, but not limited to:strength and deflection of structural framing members,fastening and/or strength of roofing materials,and/or the effects of snow accumulation on the roof; and 2)excludes effects on building structural and architectural components. This requires additional knowledge of.the building and is outside the scope of the certification of this racking system. -1478 Stone Point Drive,,Suite 190, Roseville,CA 95661 T :916.961.3960 F 916.961.3965 w www.pzse.COM 5/923 Experience I Integrity I "Empowerment SNAPNRACK CORRUGATED STRADDLE BLOCK WITH BIN: REVISION: SNAPNRACK ULTRA RAIL ALL PURPOSE L-FOOT(90°)FOR 5 1 5n/2019 NEW DETAIL MIA MOUNTING ON CORRUGATED ROOFS 1—_6/18/2019 DRO-00138 MJA— REFER TO SNAPNRACK ENGINEERING CHARTS FOR HOLE FOR 5/16"0 S.S.LAG — APPLICABLE RAIL SPANS."BIN"NUMBER ON CHART SHOULD SCREW OR 1/"TEK SCREW — MATCH"BIN"NUMBER ON THIS DRAWING — — MIN.3 FULL THREADS PROJECTING THROUGH PURLIN WHEN SNAPNRACK ULTRA RAII FASTENING WITH Y4"O TEK SCREW OR EQUIVALENT.USE TEK SCREW MANUFACTURER TORQUE SPECIFICATION SNAPNRACK ULTRA RAIL ALL 1 5/16" UTILIZE A%6"O S.S.LAG SCREW INTO WOODEN RAFTERS PURPOSE L-FOOT(90°) 7/8" WITH A MINIMUM PENETRATION DEPTH OF ZIT"INTO THE RAFTER. 1 3/16" REFER TO SNAPNRACK INSTALLATION MANUAL FOR Y16"O HARDWARE TORQUE SPECIFICATIONS 2 7/16" RAIL CAN BE MOUNTED ON EITHER SIDE OF THE L-FOOT FOR LEVELING DETAILS,REFER TO SNAPNRACK 2 11/16" DETAIL DRAWING"SNR-DC-00332 ULTRA RAIL,COMPONENT WHERE METAL FRAMING OCCURS,SECURE DETAIL,LEVELING EXTENSION KIT' L-FOOT TO FRAMING WITH TEK SCREW. PART DIMENSIONS SNAPNRACK CORRUGATED STRADDLE BLOCK MODULE HEIGHT OFF ROOF,RANGE: UR-40:4s/"-5%" CORRUGATED METAL ROOF UR-60:51�4"-6Y4" (TYP•2 W X 2W PROFILE SHOWN) i TOP FLANGE OF ROOF CORRUGATED METAL ROOF s PURLINS OR RAFTER (TYP.2/a"X 1/2"PROFILE SHOWN) CORRUGATED METAL ROOFING 1 (DETAILS OF.PROFILE VARY SIGNIFICANTLY) ATTACHMENT HOLE MUST BE DRILLED AT lye" J HIGH POINT AND SEALED WITH AN APPROPRIATE SEALANT AS SHOWN T MIN. 3 FULL THREADS PROJECTING THROUGH Ij 2%" MEMBER IF FASTENING INTO STEEL ROLL FORMS. 1st„ 21/2"MIN.LAG EMBEDMENT IF FASTENING INTO WOODEN RAFTERS. UR-40 RAIL UR-60 RAIL FOR USE WITH SNAPNRACK ULTRA SERIES RAILS. Sunrun So6th LLC. DESIGNER: G.MCPHEETERS SCALE: DNS DRAWING NUMBER: DESCRIPTION: REV: ��2 �F���" ��^^ "*" *•Pmn°°" ° °•ua+��"s• ULTRA RAIL ATTACHMENT,DETAIL PH°xEp15(6EOd900.iwxp15�6wecm DRAFTER: M.AFFENTRANGER SNR-DC-00343 ' ' 11 IIn�' ox x;,��oEx w �„pi DATE: 6/18%2019 CORRUGATED STRADDLE BLOCK 90123 Solar MoOnUng.Solutiotls a m p» �x�xE APPROVED.BY: .B.PETERSON Maximum Rail Spans(Inches) SnapNrack UR-60 Rail Flush-Mount on 0 to 30 Foot Roof—Bin 5—60-Cell Ground Exposure Wind Speed-> 95 mph 100 mph 105 mph 110 mph 115 mph 120 mph 125 mph 130 mph 140 mph 150 mph 160 mph 170 mph 180 mph 190 mph Snow Load Category Panel Angle Roof Zone-> 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 Oto7 Army Interior 110/110/103 110/110/94 120/108/84 110/104/76, 110/99/69 209/90/63 106/82/58 .103/76/S3 69/65/45 77/56/39 67/49/34 59/43/30 52/39/27 47/34/24 Are Edge 110/96/67 107/86/60 104/78/54 97/70/49 88/64/45 81/58/41 74/53/38 68/49/35 58/42/30 50/36/26 44/32/22 38/28/20 34/25/18 30/22/16 7 to 20 Array Interior .111/105/92 111/100/82 111/90/74 109/81/67 106/74/61 103/67/55 96/62/51 88/57/47 75/49/40 64/42/35 56/37/30 49/32/27 44/29/24 39/26/21 Army Edge 105/72/59 100/64/53 90/58/48 81/53/43 74/48/40 67/44/36 62/40/33 57/37/31 49/32/26 42/27/23 37/24/20 32/21/17 29/19/16 26/17/NA B 20 to 27 Array Interior 112/112/109 1121108/105 212/104/100 112/99/91 112/89/82 112/82/75 110/75/69 107/69/63 102/59/54 87/51/47 16/44/41 67/39/36 59/35/32 53/31/29 Arta Edge 122/87/80 112/78/72 108/70/65 105/64/59 100/58/53 91/53/49 84/49/45 77/45/41 66/38/35 _57/33,31 SO/29/27 44/26/24 39/23/21 35/20/19 27to45 Array Interior 114/114/111 114/224/207 _114/112/203 113/108/97 309/105/88 106/102/80 103/94/74 96/86/68 82/74/58 71/64/50 62/56/44 55/49/39 48/43/34 43/39/31 "Array Edge -109/104/86 104/98/77 99/88/69 89/80/63 81/73/57 .74/66/53 68/61/48 63/56/44 54/48/38 46/42/33 41/36/29 36/32/25 32/28/23 28/25/20 45 to 90 Array Interior 117/117/117 117/117/127 117/117/117 117/117/117 117/117/117 117/115/115 115/111/111 111/108/109 104/103/103 98/92/91 92/80/80 87/70/70 80/62/62 71/56/56 Array Edge 117/117/117 117/113/113 112/109/109 1081206/106 103/102/102 99/95/95 96/87/87 - 92/80/80 86/69/69 77/60/60 _ 67/52/52 59/46/46 53/41/41 47/37/37 0 to Array Interior 110/102/73 110/93/65 106/84/59 103/76/53 95/69/48 87/63/44 79/57/41 73/53/37 :2/45/32 54/39/28 47/34/24 41/30/21 37/27/19 33/24/17 Amy Edge 93/67/47 83/60/42 75/S4/38 68/49/35 61/45/32 56/41/29 51/37/26 47/34/24 41/30/21 35/26/18 31/22/16 27/20/NA 24/17/NA 21/16/NA 7 to 20 Arrayinterior 108/77/64 104/69/57 97/63/52 87/57/47 79/52/43 73/47/39 66/43/36 61/40/33 52/34/28 45/30/24 39/26/21 35/23/19 31/20/17 28/18/NA Army Edge 77/SO/42 69/45/37 63/41/34 57/37/31 52/34/28 47/32/25 43/28/23 40/26/22 34/22/18 30/29/16 26/17/NA 23/NA/NA 20/NA/NA IB/NA/NA 0 psf C 20 to 27 Array Interior 112/94/86 112/84/77 111/76/70 107/69/63 104/62/58 99/57/53 90/52/48 83/48/44 71/41/38 61/36/33 53/31/29 47/27/25 42/24/23 37/22/20 Army Edge 103/61/S6 94/55/SO 85/49/45 77/45/41 70/41/38 64/37/34 58/34/32 54/31/29 46/27/25 40/23/22 35/20/19 31/18/17 27/16/NA 24/NA/NA 27to45 Array interior 111/207/92 107/203/83 103/95/75 96/86/69 87/78/62 80/71/56 73/65/52 67/60/48 58/52/41 50/45/35 44/39/31 38/34/27 34/31/24 31/27/22 Array Edge 85/76/60 76/68/54 69/62/49 62/56/44 57/51/40 52/47/37 48/43/34 44/39/31 38/34/27 33/29/23 29/26/20 25/23/18 22/20/16 20/18/NA 45 to 90 Amy Interior 117/117/117 117/116/116 116/212/112 111/108/108 107/105/105 103/102/102 99/94/94 95/86/86 89/74/74 82/64/64 72/56/56 63/49/49 56/44/44 50/39/39 Array Edge 1 105/104/104 101/98/98 96/88/88 92/80/80 88/73/73 85/67/67 79/61/61 73/57/57 62/49/49 54/42/42 47/37/37 42/33/33 37/29/29 33/26/26 0 to Array Interior 108/86/61 104/77/54 97/70/49 87/63/44 .79157/40 72/52/37 66/48/34 61/44/31 52/38/27 15/33/23 39/29/20 35/25/18 31/22/16 27/20/NA I7 Array Edge 77/56/39 69/50/35 62/45/32 56/41/29 51/37/26 47/34/24 43/31/22 40/29/20 34/25/18 29/21/NA 26/19/NA 23/16/NA 20/NA/NA 18/NA/NA I 7 to 20 Array Interior 10D/6S/53 90/58/48 81/52/43 73/47/39 66/43/36 61/39/33 56/36/30 51/33/28 44/29/24 38/25/20 33/22/18 29/19/16 26/17/NA 23/NA/NA Army Edge 65/42/35 58/38/31 52/34/28 47/31/26 43/28/23 39/26/21 36/24/20 33/22/18 29/19/NA 25/16/NA 22/NA/NA 19/NA/NA 17/NA/NA NA/NA/NA D 20 to 27" Army Interior 112/78/72 108/70/65 204/63/58 99/57/53 90/52/48 82/48/44 75/44/40 69/40/37 59/35/32 .51/30/28 45/26/24 39/23/21 35/20/19 31/18/17 Army Edge -88/51/47 79/46/42 71/42/38 64/37/35 58/34/31 53/31/29 49/29/26 45/26/24 39/23/21 33/20/18 29/17/16 26/NA/NA 23/NA/NA. 20/NA/NA 27to45 Allay Interior 104/98/77 98/88/69 89/79/63 80/72/57 73/65/52 67/60/47 61/55/43 56/51/40 48/43/34 42/38/30 37/33/26 32/29/23 29/26/20 26/23/18 • Arra Edge 71/64/50 -64/57/45 58/52/41 52/47/37 48/43/34. 44/39/31 40/36/29 37/33/26 - 32/28/23 27/25/20 .24/22/17 21/29/NA 19/17/NA 17/NA/NA 45 to 90 Army Interior 117/113/113 .112/109/109 107/105/105 1031102/102 99/94/94 95/86/86 91/79/79 88/72/72 80/62/62 69/54/54 60/47/47 53/42/42 47/37/37 41/33/33 Army Edge '98/91/91 93/82/82 89/74/74 85/67/67 79/61/61 72/56/56 66/52/52 61/48/48 52/41/41 45/35/35 40/31/31 35/27/27 32/24/24 28/22/22 Oto7 Army Interior 205/105/103 105/105/94 105/105/84 105/104/76 105/99/69 105/90/63 105/82/58 103/76/53 89/65/45 77/56/39 67/49/34 59/43/30 52/38/27 47/34/24 Array Edge 205/96/67 105/86/60 104/78/54 97/70/49 88/6414S 81/58/41 74/53/38 68/49/35 58/42/30 50/36/26 44/32/22 38/28/20 34/25/18 30/22/16 Array Interior 111/105/92 _III/100/82 __122/90/74__109/81/67 _ -205134161_ _303/67/55____96/62/51 _88/57/47__ _-75/49/40 __ 64/42/35— --56/37/30- —49/32/27 44/29/24 39/26/21-- - - 7to20- Army Edge 105/72/59 100/64/53 90/58/48 81/53/43 74/48/40 67/44/36 62/40/33 57/37/31 49/32/26 42/27/23 37/24/20 32/22/17 29/19/16 26/17/NA 8 20 to 27 Army Interior 112/112/109 112/108/105 112/104/100 112/99/91 112/89/82 112/82/75 110/75/69 107/69/63 102/59/54 87/51/47 76/44/41 67/39/36 59/35/32 53/31/29 Army Edge 112/87/80 112/78/72 108/70/65 105/64/59 100/58/53 91/53/49 84/49/45 77/45/41 66/39/35 57/33/31 50/29/27 44/26/24 39/23/21 35/20/19 27to45 Array Interior 114/114/111 114/114/107 114/112/303 113/108/97 109/105/88 106/102/80 103/94/74 96/86/68 82/74/58 71/64/50 62/56/44 55/49/39 48/43/34 43/39/31 Amy Edge 108/104/86 104/98/77 99/88/69 89/80/63 91/73/57 74/66/53 68/61/48 63/56/44 54/48/38 46/42/33 41/36/29 36/32/25 32/28/23 28/25/20 45 to 90 Army Interior 117/127/117 1171117/117 117/117/117 117/117/117 117/117/117 117/115/115 115/111/111 111/108/108 1041103/103 98/91/91 92/80/80 87/70/70 8D/62/62 71/56/56 Army Edge 117/117/117 117/113/123 112/109/109 106/106/106 103/102/102 99/95/95 96/87/87 92/90/80 86/69/69 77/60/60 67/52/52 59/46/46 53/41/41 47/37/37 0 to Array Interior 105/102/73 105/93/65 205/84/59 103/76/53 95/69/48' 87/63/44 79/57/41 73/53/37 62/45/32 54/39/2g 47/34/24 41/30/21 37/27/19 33/24/17 Arm Edge 93/67/47 83/60/42 75/54/38 68/49/35 61/45 32 56/41/29 51/37 26 47/34/24 41/30/21 35/26/18 32/22/26 27/20/NA 24/17/NA 21/16/NA 7 to 20 Army Interior 108/77/64 104/69/57 97/63/52 87/57/47 79/52/43 73/47/39 66/43/36 61/40/33 52/34/28 45/30/24 39/26/21 35/23/19 31/20/17 '28/18/NA - _ .-.Array Edge 77/50/42 69/45/37 - 63/42/34 57/37/31 -52/34/28 -47/31/25 - 43/28/23 40/26/22 -34/22/18 30/19/16 26/17/NA 23/NA/NA IO%NA/NA 18/NA/NA 5 ptf C 70 to 27 'Array Interior 212/94/86 112/84/77 111/76/70 107/69/63 104/62/58 99/57/53 90/52/48 83/49/44 71/42/38 61/36/33 53/31/29 47/27/25 42/24/23 37/22/20 Array Edge 103/61/56" 94/55/50 85/49/45 77/45/41 70/41/38 64/37/34 59/34/32 54/31/29 46/27/25 40/23/22 35/20/19 31/18/17 1 27/16/NA 24/NA/NA 27to45 Array Interior .111/107/92 107/103/83 103/95/75 96/86/68 87/78/62 80/71/56 73/65/52 .67/60/48 58/52/41 50/45/35 44/39/31 '38/34/27 34/31/24 31/27/22 J Array Edge 85/76/60 76/68/54 69/62/49 62/56/44 57/51/40 - 52/47/37 48/43/34 44/39/32 38/34/27 33/29/23 29/26/20.- 25/23/18 22/20/16 20/18/NA' 45 to 90 Array Interior 117/117/117 117/116/116 116/1121112 111/108/108 1071105/105 103/102/102 99/94/94 95/86/86 89/74/74 82/64/64 72/56/56 63/49/49, 1 56/44/44 so/39/39 I - Army Edge 105/204/104 201/98/98 .96/88/88 92/80/80 88/73/73 '85/67/67 79/61/61 73/57/57 62/49/49 54/42/42 47/37/37 42/33/33 37/29/29 33/26/26 0 to Army Interior 105/86/61 104/77/54 97/70/49 87/63/44 79/S7/40 72/52/37 66/48/34 61/44/31 52/38/27 4S/33/23 39/29/20 35/25/18 31/22/16 27/20/NA Array Edge 77/56/39 69/50/35 62/45/32 56/41/29 51/37/26 47/34/24 43/31/22 40/29/20 34/25/18 29/21/NA 26/19/NA 23/16/NA 20/NA/NA Ig/NA/NA 7 to 20 Array Interior 100/65/53 90/58/48 81/52/43 73/47/39 66/43/36 61/39/33 56/36/30 51/33/28 44/29/24 38/25/20 33/22/18 29/19/16 26/17/NA 23/NA/NA - Army Edge 65/42/35 58/38/31 52/34/28 47/31/26 43/28/23 39/26/21 36/24/20 33/22/18 1 29/19/NA 25/16/NA 22/NA/NA 19/NA/NA 17/NA/NA NA/NA/NA D 20 to 27 Array Interior 112/78/72 108/70/65 104/63/58 99/57/53 90/52/48 82/48/44 75/44/40 69/40/37 59/35/32 51/30/28 45/16/14 39/23/21 35/20/19 31/18/27 Array Edge 88/51/47 79/46/42 71/41/38 64/37/35 58/34/31 53/31/29 49/29/26 45/26/24 319/23/21 33/20/18 29/17/16 26/NA/NA 23/NA/NA 20/NA/NA 27to45 Amy Interior 104/98/77 98/88/69 89/79/63 80/72/57 73/65/52 67/60/a7 61/55/43 56/51/40 48/43/34 42/38/30 37/33/26 32/29/23 29/26/20 26/23/18 Array Edge 71/64/50 64/57/45 59/52/41 52/47/37 48/43/34 44/39/31 40/36/29 37/33/26 32/29/23 27/25/20 24/22/17 21/19/NA 19/17/NA 17/NA/NA 45 to 90 Amay Interior 117/113/113 112/109/109 107/105/105 103/102/102 19/14/94 95/86/86 91/79/79 88/72/72 80/62/62 69/54/54 60/47/47 53/42/42 47/37/37 42/33/33 Array Edge 98/91/91 93/82/82 89/74/74 85/67/67 79/fi1/fit 72/56/56 66/52/52 61/48/46 52/42/41 45/35/35 40/31/31 35/27/27 31/24/24 28/22/22 A G) l\D N W Maximum Rail Spans(Inches) SnapNrack UR-60 Rail Flush-Mount on 0 to 30 Foot Roof—Bin 5—60-Cell Ground E[posure Wind Speed-> 95 mph 100 mph 105 mph 110 mph 115 mph 120 mph 125 mph 130 mph 140 mph 150 mph 160 mph 170 mph 180 mph 190 mph Snew load Category Panel Angle Roof2one-> 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 112/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 112/3 0 to Array Interior 93/93/93 93/93/93 93/93/94 93/93/76 93/93/69 93/90/63 93/82/58 93/76/53 89/65/45 77/56/39 67/49/34 59/43/30 52/38/17 11/34/24 ` Army Edge 93/93/67 93/96/60 93/78/S4 93/70/49 88/64/45 81/58/41 74/53/38 68/49/35 58/42/30 50/36/26 44/32/22 38/29/20 34/25/IS 30'22/16 7 to 20 Array Interior 102/102/92 102/200/82 102/90/74 102/81/67 102/74/61 102/67/55 96/62/51 88/57/47 75/49/40 64/42/35 56/37/30 49/32/27 44/29/24 39/26/21 Array Edge 102/72/59 100/64/53 90/58/48 81/53/43 74/48/40 67/44/36 62/40/33 57/37/31 49/32/26 42/27/23 37/24/20 32/21/27 29/19/16 1,/17/NA 8 20to27 Arraylnterior 104/104/104 204/104/104 104/104/100 104/99/91 104/89/82 104/82/75 104/75/69 104/69/63 102/59/54 87/51/47 76/44/41 67/39/36 59/35/32 53/31/29 Array Edge 104/87/80 104/78/72 104/70/65 104/64/59 100/58/S3 91/53/49 84/49/45 77/4S/41 66/38/35 57/33/31 50/29/27 44/26/24 39/23/21 35/20/19 27to4S Array Interior 114/114/Ill 124/114/107 114/112/103 213/108/97 109/105/88 106/102/80 103/94/74 96/86/68 82/74/58 71/64/50 62/56/44 55/49/39 48/43/34 03/39/31- Army Edge 1081 IG4186 104/98/77 99/88/69 89/80/63 81/73/57 74/66/53 68/61/48 63/56/44 54/48/33 46/42/33 41/36/,29 36/32/25 32/28/23 28/25/20 45 to 90 Amy interior 117/117/117 217/117/117 117/117/117 117/117/117 117/117/117 117/115/115 115/111/Ill Ill/108/108 10411031103 98/91/91 :2/80/80 87/70/70 80/52/62 71/56/56 Array Edge 117/117/117 .217/113/313 1121109/109 log/106/106 103/102/102 99/95/95 96/87/87 92/80/90 86/69/69 77/60/60 7/57/52 59/46/46 53/41/41 47/37/37 0 to Arraylnterior 93/93/73 93/93/65 93/84/59 93/76/53 93/69/48 87/63/44 79/57/41 73/53/37 62/45/32 54/39/28 47/34/24 41/30/21 37/27/19 33/24/17 Arta Edge 93/67/47 83/60/42 75/54/38 68/49/35 61/45/32 56/41/29 51/37/26 47/34/24 41/30/21 35/26/18 31/22/16 27/20/NA 24/17/NA 21/16/NA 7 to 20 Array Interior 102/77/64 102/69/57 97/63/52 87/S7/47 79/52/43 73/47/39 66/43/36 61/40/33 52/34/28 45/30/24 39/26/21 35/13/19 31/20/17 28/18/NA AM Ed a 77/50/42 69/45/37 63/41/34 57/37/31 52/34/28 47/31/25 43/28/23 40/26/22 34/22/18 30/19/16 26/17/NA 23/NA/NA 20/NA/NA IS/NA/NA 30 PO C 20 to 27 Array Interior 104/94/86 104/84/77 104/76/70 104/69/63 104/62/58 99/57/53 90/52/48 83/48/44 71/41/39 61/36/33 53/31/29 47/27/25 42/24/23 37/22/20 Amy Edge 103/61/56 94/55/50 85/49/45 77/45/41 70/41/38 64/37/34 58/34/32 54/31/29 46/27/25 40/23/22 35/20/19 31/18/17 27/16/NA 24/NA/NA 27 to 45 Array Interior 111/107/92 107/103/83 103/95/7S 96/96/68 87/78/62 80/71/56 73/65/52 67/60/48 58/52/41 50/45/35 44/39/31 38/34/27 34/31/24 31/27/22 Array Edge 85/76/60 76/68/54 69/62/49 62/56/44 57/51/40 52/47/37 48/43/34 44/39/32 38/34/27 33/29/23 29/26/20 25/23/18 22/20/16 20/IS/NA 4510 90 Army Interior 117/117/117 117/116/116 116/112/112 111/108/108 107/10S/105 1031102/102 99/94/94 95/86/86 89/74/74 82/64/64 72/56/56 63/49/49 56/44/44 50/39/39 Array Edge 105/104/304 101/98/98 96/88/88 92/80/80 88/73/73 85/67/67 79/61/61 73/57/57 62/49/49 54/42/42 47/37/37 42/33/33 37/29/29 33/26/26 0 to Array Interior 93/86/61 93/77/54 93/70/49 _ 87/63/44 79/57/40 72/52/37 66/48/34 61/44/31 52/38/27 45/33/23 39/29/20 35/25/18 31/22/16 27/201 NA Array Edge 77/56/39 69/50/35 62/45/32 56/41/29 51/37/26 47/34/24 43/31/22 40/29/20 34/25/18 29/21/NA 26/19/NA 23/16/NA 20/NA/NA 18/NA/NA 7 to 20 Array Interior 200/65/53 90/58/48 81/52/43 73/47/39 66/43/36 61/39/33 56/36/30 51/33/28 44/29/24 38/25/20 33/22/18 29/29/16 26/17/NA 23/NA/NA Array Edge 65/42/35 58/38/31 52/34/28 47/31/26 43/28/23 39/26/21 36/24/20 33/22/18 29/19/NA 25/I6/NA 22/NA/NA 19/NA/NA 17/NA/NA NA/NA/NA D '20 to 27 Amy Interior 106/78/72 106/70/65 104/63/58 99/57/S3 90/52/48 82/48/44 75/44/40 69/40/37 59/35/32 51/30/28 45/26/24 39/23/21 35/20/19 31/18/17 Army Edge 88/51/47 79/46/42 71/41/38 64/37/35 58/34/31 53/31/29 49/29/26 45/26/24 39/23/21 33/20/18 29/17/16 26/NA/NA 23/NA/NA 20/NA/NA 27 to 45. Array Interior 104/98/77 98/88/69 89/79/63 80/72/57 73/65/52 67/60/47 61/55/43 56/51/40 48/43/34 42/38/30 37/33/26 32/29/23 29/26/20 26/23/18 Arm Edge '71/64/50. 64/57/45' 58/52/41 52/47/37 49/43/34 44/39/31 40/36 29 37/33/26 .32/28/23 - 27/25/20 24/22/17 21/19/NA 19/17/NA 17/NA/NA 45 to 90 Array Interior 117/113/113 112/109/309 1071105/10S 103/102/102 99/94/94 95/86/86 91/79/79 88/72/72 80/62/62 69/54/54 60/47/47 53/42/42 47/37/37 42/33/33 Army Edge 98/91/91 93/82/82 89/74/74 85/67/67 79/61/61 72/56/56 66/52/52 61/48/48 52/41/41 .45/35/35 40/31/31 3S/27/77 31/34/24 28/22/22 0 to Array Interior 94/84/84 84/84/84 84/94/84 84/94/76 84/94/69 94/84/63 84/82/58 84/76/53 94/65/45 77/56/39 67/49/34 S9/43/30 52/38/27 47/34/24 Army Edge 94/84/67 84/94/60 84/78/54 84/70/49 84/64/45 81/58/41 74/53/38 68/49/35 SS/42/30 50/36/26 44/32/22 38/28/20 34/25/18 30/22/16 Amy Interior 95/95/92 95/95/82_ 95/90/74 _ 95 181/67 95/74/61_._ —95/67/55 __95/G2/51____88/57/47--- —75/49/40 --64/42/35 -- 56/37/30—— 49/32/27 -44/29/24--39%26/21 _7 to 20 Army Edge 9S/72/59 95/fi4/53 90/58/48 81/53/43 74/48/40 67/44/36 62/40/33 S7/37/31 49/32/26 42/27/23 37/24/20 32/21/17 29/19/16 26/17/NA 8 20to27 Army Interior 97/97/97 97/97/97 97/97/97 97/97/91 97/89/82 97/82/75 97/75/69 97/69/63 97/59/54 87/51/47 76/44/41 67/39/36 59/35/32 53/31/29 Army Edge 97/87/80 97/78/72 97/70/65 97/64/59 97/S8/53 91/53/49 94/49/45 77/45/41 66/38/35 57/33/31 50/29/27 44/26/24 39/23/21 35/20/19 27to45 Army Interior 214/114/111 114/124/107 114/112/103 113/108/97 109/105/88 106/102/80 103/94/74 96/86/68 82/74/58 71/64/50 62/56/44 55/49/39 48/43/34 43/39/31 Array Edge 108/104/86 104/98/77 99/88/69 89/80/63 81/73/57 74/66/53 68/61/48 63/56/44 54/48/38 46/42/33 41/36/2.9 36/32/25 32/28/23 28/25/20 45 to 90 Array Interior 117/117/117 117/117/117 117/117/117 117/127/117 117/117/117 117/11S/21S 115/ill/ill Ill/108/108 104/103/103 98/91/91 92/80/80 87/70/70 80/62/62 71/56/56 Amy Edge 117/117/117 117/113/113 112/109/109 log/106/106 103/102/102 99/95/95 96/87/87 92/80/80 86/69/69 77/60/60 67/52/52 59/46/46 53/41/41 47/37/37 0 to Army Interior 94/84/73 84/94/65 84/84/59 84/76/53 94/69/48 84/63/44 79/57/41 73/53/37 62/45/32 54/39/28 47/34/24 42/30/21 37/27/19 33/24/17 Army Edge 94/67/47 83/60/42 75/S4/38 68/49/35 61/45/32 56/41/29 51/37/26 47/34/24 41/36/21 35/26/18 31/22/16 27/20/NA 24/17/NA 21/16/NA 1 7 to 20 Array Interior 95/77/64_.- 95/69/57 95/63/52 87/57/47 79/52/43 73/47/39 66/43/36 61/40/33 52/34/28 45/30/24 39/26/21 35/23/19 , NA 31/20/17 _ 28/38/NA. Army Edge 77/50/42 _ 69/45/37 63/41/34 -57/37/31 52/34/28 47/32/25 '43/28/23 40/26/22' -34/22/18' 30/19/16 26/17/NA 23/NA/ 20/NA/NA 18/1A/NA 15 psf C 20 to 27 Array lnterior 97/94/86 97/84/77 97/76/70 97/69/63 97/62/58 97/57/53 90/S2/48 83/48/44 71/41/38 62/36/33 53/31/29 47/27/25 42/24/23 37/22/20 '{ Array Edge 97/61/56 94/55/50 85/49/45 77/45/41 70/41/38 64/37/34 58/34/32 54/31/2.9 46/27/25 40/23/22 35/20/29 31/18/17 27/16/NA 24/NA/NA 1 27 to 45 Array Interior 131/107/92 307/103/83 103/95/75 96/86/68 87/78/62 80/71/56 73/65/52 67/60/48- 58/52/41 50/45/35 44/39/31 38/34/27 -34/31/24 _31/27/22 Army Edge 85/76/60 76/68/54 69/62/49 62/56/44, 57/51/40 52/47/37 48/43/34 44/39/31 38/34/27 33/29/23. 29/26120_ 25/23/18 22/20/16 _ 20/IS NA. 45 to 90 Array Interior 117/1171117 117/116/116 .116/112/112 ill/108/108 1071105/105 103/102/102 99/94/94 95/86/86 89/74/74 82/64/64 72/56/56 63/49/49 S6/44/44 50/39/3: _Arm Edge 205/104/104 101/98/98 96/88/88 92/80/80 88/73/73 85/67/67 79/61/61 73/57/57 62/49/49 54/42/42 47/37/37 42/33/33 37/29/29 33/26/2 0 to Army Interior 84/84/61 84/77/S4 84/70/49 94/63/44 79/57/40 72/52/37 66/48/34 61/44/31 52/38/27 45/33/23 39/29/20 35/25/18 31/22/16 27/20/NA Amy Edge 77/56/39 69/50/35 62/45/32 56/41/29 51/37/26 47/34/24 43/31/22 40/29/20 34/25/18 29/21/NA 26/19/NA 23/16/NA 20/NA/NA 18/NA/NA 7 to 20 Array Interior 97/65/S3 90/58/48 81/52/43 73/47/39 66/43/36 61/39/33 56/36/30 52/33/28 44/29/24 38/25/20 33/21/18 29/19/16 26/17/NA 23/NA/NA Army Edge 65/42/35 58/38/31 S2/34/28 47/31/26 43/28/23 39/26/21 36/24/20 33/22/18 29/19/NA 25/16/NA 22/NA/NA 19/NA/NA 17/NA/NA NA/NA/NA D 20 to 27 Array Imerlor 99/78/72 99/70/65 99/63/58 99/57/53 90/S2/48 82/48/44 75/44/40 69/40/37 59/35/32 51/30/28 45/26/24 39/23/21 35/20/19 31/18/17 Army Edge 88/51/47 79/46/42 71/41/38 64/37/35 58/34/31 53/31/29 49/29/26 45/26/24 39/23/21 33/20/18 29/17/16 26/NA/NA 23/NA/NA 20/NA/NA 27 to 45 Arraylnterior 104/98/77 98/88/69 89/79/63 80/72/57 73/65/52 67/60/47 61/55/43 56/51/40 48/43/34 42/38/30 37/33/26 32/29/23 29/26/20 26/23/18 Army Edge 71/64/50 64/57/45 58/52/41 52/47/37 48/43/34 44/39/31 40/36/29 37/33/26 32/28/23 27/25/20 24/22/17 21/19/NA 19/27/NA 17/NA/NA 45 to 90 Amy Interior 117/113/113 112/109/109 107/105/105 103//102//102 99//94/94 7 95/86/86 91//79/79 88/72/72 80/6i/4612 69/54/54 60/47/47 53/42/42 47/37/37 42/33/33 Arm 98/91/91 93/82/82 89/7 96 65 2/4 45/35/35 40/31/31 35/27/27 31/24/24 28/22/22 V - l\O fJ W Maximum Rail Spans(Inches) M., 104/99/77 ® 1 82/49/44 11/31/29 1 112/109/10 93/82/829 2 ®® / /63/44 1516/41129 � / � �� � 87/57/53 ��� � � 2 78/63/44 N M 6 ' = 7� ®� � =�:N ® 0/29/27 ®®lm� 108/106/106 11191"T�11 NORM 67/52/52 -:3/4�/41 / � 7� 31/20/17 � � Maximum Rail Spans(Inches) SnapNrack UR-60 Rail Flush-Mount on 0 to 30 Foot Roof—Bin 5—60-Cell Ground Exposure Wind Speed-> 95 mph 100 mph SOS mph 220 mph 115mph 120 mph 125 mph 130 mph 240 mph ISO mph 160 mph 170 mph 180 mph 190mph Snow Load Category Panel Angle Roof Zone-> 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 1/2/3 Amy Edge 105/104/104 101/98/98 96/88/88 92/80/80 88/73/73 85/67/67 79/61/61 73/57/57 62/49/49 54/42/42 47/37/37 42/33/33 37/29/29 33/26/26 0 to Amy Interior 78/78/61 78/77/54 78/70/49 .78/63/44 78/57/40 '72/52/37 66/48/34 61/44/31 52/38/27 45/33/23 39/29/20 35/25/28 31122/16 271201 NA Amy Edge 77/56/39 69/50/35 '62/45/32 56/41/29 51/37/26 47/34/24 43/31/22 40/29/20 34/2S/18 29/21/NA 26/19/NA 23/36/NA 20/NA/NA 18/NA/NA 7 to 20 Array Interior 82/6S/53 82/58/48 81/52/43 73/47/39 66/43/36 61/39/33 56/36/30 52/33/28 .44/29/24 38/25/20 33/22/28 29/19/16 26/17/NA 23/NA/NA Arra Ed a 65/42/35 S8/38/31 52/34/28 47/31/26 43/28/23 39/26/21 36/24/20 33/22/18 29/19/NA 25/I6/NA 22/NA/NA 19/NA/NA 17/NA/NA NA/NA/NA D 20 to 27 Amaylnterior SS/78/72 85/70/65 85/63/58 85/57/53 BS/52/48 82/48/44 75/44/40 69/40/37 59/35/32 51/30/28 45/26/24 39/23/21 35/20/19 - 31/18/1, Array Edge 85/51/47 ..79/46/42 71/42/38 64/3713S 58/34/31 53/31/29 49/29/26 .45/26/24 39/23/21 33/20/18 29/17/16 26/NA/NA 23/NA/NA 20/NA/NA .27 to 45 Array Interior 104/99/77: 98/88/69 .'>,89/79/63 - so/72/57 73/65/52 - '67/60/47 - 61/55/43 -,56/51/40 48/43/34 42/38/30 37/33/26 32/29/23 29/26/20 26/23/18 Array Edge - 71/64/50 64/57/45 11/12/41 12/41/37 - 41143/34. 44/39/31 40/36/29 '37/33/26 .32128/23 27/25/20 24/22/17 21/19/NA 19/17/NA 17/NA/NA 45to 90 Array Interior 117/113/113 112/109/109 307/105/105 103/202/102 99/94/94 95/86/86 91/79/79 88/72/72 :0/62/:2 69/54/54 60/47/47 53/42/42 47/37/37 42/33/33 Array Edge 98/91/91 93/82/82 89/74/74- 85/97/97 79/61/61 72/56/56 66/51/52 - 61/48/48 2/41/ I -45/35/35 40/31/31 -35/27/i7 31/24/24 2./22/22 10 lD N • W I Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd.Skillman NJ.08558 908-872-3664 StudioGdesign@comcast.net October 15,2020 Re:Proposed Photovoltaic Solar Panel Installation Idalia Santos 39352 LINCOLN AVE ZEPHYRRMLS,FL 33542 Dear Plan Reviewer: Certification:I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Architect/Engineer of Record,and analysis of the existing structure was conducted.There is adequate structural capacity for the installation of the array with the following recommendations: 1.The array will be installed on the existing roof.The roof framing is constructed of 2"x4"wood trusses @24"o.c. spanning 127'with a top chord length of 18'with intermediate supports at 1/2 points,making the effective longest span equals T4"' with 1/2"plywood sheathing.The new;array(See Site map by contractor)will add 2.63 Lb./Sf. overall to the roof.No additional structural support is required for the roof structure. 2.The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions.The attachment system shall be UL 1703 approved tested.Provide 6 mil.vapor barrier between dissimilar metals.Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual.The panel angle shall match the roof slope.Reference summary table below: Roof Type: Corrugated Metal Fastener Max Spacing(in.) Attachment System: "snapNrack—'LX'®&"SunModo"®Attachment Wind Zone 1 Wind Zone 2 Wind Zone 3 min.5116"x 4"long stainless,steel lags with a min. 48 24 24 Fastener Info: embedment of 3"into the rafters 3.Solar Modules shall be UL-1703 rated.Refer to manufacturers specifications sheets. 4.Positive drainage of the system shall be so as not to void the existing roof warranty. 5.All aspects of the installation shall comply with the Florida Administrative Code,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. 6.Please refer to the attached structural calculations. i 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 I . Daniel W. DUnzik Architect LEED-AP 370 Burnt Hill Rd.Skillman NJ.08558 908-872-3664 StudioGdesign@comcast.net October 15,2020 Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-10 Dead Loads=10 psf+2.6 psf(new solar panels)= 12.6 psf Roof Live Load=20 psf Ground Snow Load/Live Load=0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-10,Ch.30 method 1 Using an area of 10 SF,wind loads from Figure 30.5-1: Zone 1=-34.7 psf Roof Slope= 14'degrees Roof Mean Height= 15 ft Zone 2=-60.4 psf Basic Wind Speed= 145 mph Zone 3=-89.3 psf Exposure=B Per section 2.4.1,ASD combo=D+0.6W: Zone 1=2.6 psf+0.6(-34.7 psf)=-18.2 psf Zone 2=2.6 psf+0.6(-60.4 psf)=-33.6 psf Zone 3=2.6 psf+0.6(-89.3 psf)=-51 psf Check Attachment to Wood Truss Use 5/16 dia.Lag screw w/3"embedment into 2 in.wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone 1= 48"o.c.max Zone 1=(48"o.c.max)^2/144=16 SF Zone 2= 24"o.c.max Zone 2=(24"o.c.max)^2/144=4 SF Zone 3= 24"o.c.max Zone 3=(24"o.c.max)^2/144=4 SF Lag Screw Forces: W=266lb/in(Table 12.2A,2015 NDS) Zone 1 = 18.2 psf x 16 SF=291 lb, < W', OK Cd=1.6(Table 2.3.2,2015 NDS) Zone 2=33.6 psf x 4 SF= 134 lb < W', OK Ct=1 (Table 2.3.3,2015 NDS) Zone 3=51 psf x 4 SF=2041b < W', OK W'=W x embed x Cd x Ct W'=266 lb/in x 3 in.xl.6 x 1 = 1276.8 lb I I Daniel W. DUnzik Architect LEED-AP 370 Burnt Hill Rd.Skillman NJ.08558 908-872-3664 StudioGdesign@comcast.net September 21,2020 Re:Proposed Photovoltaic Solar Panel Installation Idalia Santos 39352 LINCOLN AVE Zephyrhills,FL 33542 Dear Plan Reviewer: Certification:I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Architect/Engineer of Record,and analysis of the existing structure was conducted.There is adequate structural capacity for the installation of the array with the following recommendations: 1.The array will be installed on the existing roof.The roof framing is constructed of 2"x4"wood trusses @24"o.c. spanning 127"with a top chord length of 18'with intermediate supports at 1/2 points,making the effective longest span equals T4"' with 1/2"plywood sheathing.The new array(See Site map by contractor)will add 2.63 Lb./Sf. overall to the roof.No additional structural support is required for the roof structure. 2.The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions.The attachment system shall be UL 1703 approved tested.Provide 6 mil.vapor barrier between dissimilar metals.Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual.The panel angle shall match the roof slope.Reference summary table below: Roof Type: Shingle Fastener Max Spacing(in.) Attachment System: "ROOFTECH"®"RT"Attachment Systems Wind Zone 1 Wind Zone 2 Wind Zone 3 Fastener Info: min.5116"x 4"long stainless-steel lags with a min. 48 24 24 embedment of 3 into the rafters 3.Solar Modules shall be UL-1703 rated.Refer to manufacturers specifications sheets. 4.Positive drainage of the system shall be so as not to void the existing roof warranty. 5.All aspects of the installation shall comply with the Florida Administrative Code,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. 6.Please refer to the attached structural calculations. If you have any questions relating to this matter,please contact me at your earliest convenience.Thank you. Daniel W.Dunzik,RA.LEED-AP P L W. 1) FL.Lic.No.AR98795 AR98 /� A;ti )vA �t ,k" M®ST TRUSTED REC 1 ®off. 'K, r � --REE: ,ALPH(X., � 1 J �q i tit nt X ?RoouCT EXPERIENCE 375 > 25 YEAR o WP0 R, POWER �Nd � ELZIBLE FOR PERFORMANCE TCERTIFICATIONS IEC 61215:2016,IEC 61730:2016,LIL1703,LIL 61730 172132.5[67.75±0.11 ............................ ------ I.............................I--------------- IEC 62804 PID -2 [1.13 802131.51 455[17.91 ........ .......... 11........................... ........... IEC61701 Salt Mist ...................................... IEC62716 Ammonia Resistance + ........._............. ------ F-1 1000[391 UL1703 Firer ype Class 2 ............................---------- IEC62782 Dynamic Mechanical Load ............................. .............._....................................... IEC61215-2:2016 Hailstone(35mm) ................. AS4040.2 NCC 2016 Cyclic Wind Load H ISO14001:2004,ISO 9001:2015,OHSAS18001:2007 IEC 62941 .H & Rt C E U +1 0 11±0.2 1 ?WARRANTY +1 IQ[0.43±0.8] Standard REC ProTrust - I.................I........ ........- --- I nsia 1.1-e d b.y an RE C Ce rtifi- . e d No Yes 20.5±0.5 # I Solar Professional ........... [0.78±0.081 425 kW 25-500 kW 1200[471 System Size All Product Warranty(yrs) 20 25 25 .................. --- Power Warranty(yrs) 25 25 25 22.5[0.91 621±3[24.5±0.12] ....................... ............... ............. 45[11.51 Labor Warranty(yrs) 0 25 . 10 ..................._1..................I I.__ 30[1.181 Power in Year l 98% 98% 98% Measurements in mm]in] ........ tGENERALDATA Annual Degradation 0.25% 0.25% 0.25% PowerinYear25 92% 92% . 92% 120 ha If-cut cells with REC StOubli MC4PV-KBT4/KST4.12 AWG(4 mm2) See warranty documents f or details.Conditions apply- Celitype: heterojunctio n cell techno logy Connectors: In accordance with I EC 62852 .......... .................Estrin ...g.s...o...f..2...0cellIs..i.n...s..e...rIi..e..s.... ........ .......... ......... I P 68 o n ly w h e n connected 1MAXIMUM RATINGS Glass: 0.13 in(3.2 mm)solarglass with 12AWG(4mm1)PVwire,39-47In(1+1.2m)in Cable: Operational temperature: 40...+85°C anti-reflection surface treatment accordancewithENSObIS ..........................I........... ........................... ....... .......- .... ...... ........... ................... ..... .. ..........I.,.......... Maximum system voltage: i000v Highlyresistant Dimensions: 678x40x1.2 in(1721 x1O16x3O mm) ....- I............................................................................................... Backsheet: ............... .. Designload +)snow 4666Pa 95lbs/sqft polymericconstruction(black) 18.8sqf (1.75ml) 7 )* .... ........ ....... . ................ . ........ ..................... ... . Maximumtest load(+): 7000 Pa(146 lbs/sq ft)* Frame: Anodized aluminum(black) Weight: 43 tbs(19.5 kg) ......................................... . ....... ............................... ................ ....... .... Design load(-):wind 2666 Pa(55.6 lbs/sq ft)* 3-part,3 bypass diodes,IP67 rated Maximum test load 4000 Pa(83.5 Ib5/sq ft)* Junction box: Origin- Made u inaccordance with IEC 62790 ............... ........... ............ .............. ............................ Max series fuse rating: 25A .................... ................................... ------- ........I............... ELECTRICAL DATA Product Code*:RECxxxAA Black T Max reverse current: 25A Power Output-Pm x(Wp) 355 360 365 -.317.0 375............. using a safety factor of 1.5 ........... .... .......... ...... ...... 'See installation manual for mounting Instructions Watt Class Sorting-(W) -0/+5 -0/+5 _O/+5 -0/+5 -0/+5 Nominal PowerV a[t ag e Vmpp V) 36.4 36.7 37.1 37.4 37.8 It TEMPERATURE RATINGS* ............ ... ............. . ... . . ......... ..........I... I—-. .... .... .......... _-"' I. ........... u Nominal Power Current-1,,,p(A) 9.77 9.82 9.85 9.9 9..94 Nomina I Module Operating Temperature: 44'C(±2'C) ......................... .. ... .. ... ......................................... ................... .... ................._................................. Ln Open Circuit Voltage-V,,(V) 43.6 43.9 44 44.1 44.2 Temperature coefficient of PmAx: -0.26%/-C ................... . ..................... ..... .. .......................... ........ .......... .......... ................................ .............. Short Circuit Current-Isc(A) 1047 1049 1052 1055 10.58 Temperature coefficient o f Voc: -0.24%/'C .......................... .. ... . ..... . ............ . . ............. ................................... ... .. .............. ............Power Density(W/sq ft) 202.9 19.15 19.41 19.68 19.94 Temperature coefficient of Isc: 0.04%/-C L ................................................r, - - - - Panel Efficiency(%) 20.3 20.6 20.9 21.2 21.4 - M .......... ................ The temperature coefficients stated are linearvalues Power Output-P...(Wp) 271 274 278 282 286 LOW LIGHT BEHAVIOUR ........................ ..................I.-.............. ....... .................................................................................................................... Typical low irradiance performance of module at STC: Nominal PowerVoltage-V p(V) 34.3 34.6 35.0 35.2 35.6 mo ... ................. .. ...... ....................... ................ ............ 0 ------------------- M Nominal Power Current-I.pp(A) 7.89 7.93 .7.96 8.00 8.03 Z .......... ..............- Open Circuit Voltage-Voc(V) 41.1 41.4 41.5 41.6 41.6 oc ..................... .... ..................... .............. .............. .............. Short Circuit Current-Isc(A) 8.46 8.47 18.50 8.52 8.55 7 9 Values at standard test conditions(STC-air mass AMI.S.irradiancelO.75 W/sq ft 0000 W/ml),temperature 77F(25*C).based on a production 5preadwith a tolerance of P Va&lx±3%within one watt class.Nominal module operating temperature(NMOT:air mass AM 15.irradiance 800 W/m2jemperature 61��Ff2TQwindspeed 33 ft/s 0 m/s).*Where)=indicates the nominal power class(P.)at STC above I.,;d!ance(,;1m-) P in vertically integrated A Frl nIn �r"aied �nufacturingfrom ........;;,-anels and extending to solar I e t e source of clean 'en n4d qualityis sup ported by the lowes warranty claims 5 Ms -11sia.Bluest ind REC41saa.Bluest iv Elkem companywith headquarters in Norway and operat'ona Vslaroun 9 0 Data Sheet Enphase Microinverters Region:AMERICAS I The high-powered smart grid-ready Enphase Enphase IQ 7.Micro'M and Enphase IQ 7+.Micro" I �d .� 7� dramatically simplify the installation process while achieving the highest system efficiency. Microinverters 'Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy'M, Enphase IQ Battery'"',and the Enphase Enlighten'm monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install Lightweight and simple Faster installation with improved,lighter two-wire cabling • Built-in rapid shutdown compliant(NEC 2014&2017) Itss Productive and Reliable • Optimized for high powered 60-cell and 72=cell*modules • More than a million hours of testing i • Class II double-insulated enclosure UL listed ENPHASE ks low Smart Grid Ready • Complies with advanced grid support,voltage.and frequency ride-through requirements - Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) *The IQ 7+Micro is required to support 72-cell modules. U� E N P HAS E. To learn more about Enphase offerings,visit enphase.com . r i Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IQ7-60-2-US/IQ7-60-B-US IQ7PLUS-72-2-US/IQ7PLUS-72-B-US" Commonly used module pairings' - 235 W-.350 W+i 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V '60 V - Peakpowertrackingvoltage 27V-37V - 27V-45V Operating range 16 V 48 V 16 V 60 V Min/Max start voltage 22 V/48 V 22 V/60 V ,---- Max DC short circuit current(module Isc) 15 A - 15 A - ----------------- - -- Overvoltage class DC port II II DC port backfeed current 0 A q. 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+.Microinverter Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range, 240 V%: 208 V-/-. 240 V 208 V/ - - - J-- -- 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A(246 V) 1.15 A(208 V) 1.21FA(240 V) 1.39 A(208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz _- AC short circuit fault current over 3 cycles 5.8 Arms Maximum units per 20 A(L-L)branch circuit3 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) - Overvoltage class AC port AC port backfeed current 0 A 0 A 'Power factor setting 1.0 1.0 -- Power factor(adjustable) 0.7 leading...0.71agging 0.7 leading...0.7 lagging EFFICIENCY @240 V @208 V @240.V @208 V Peak CEC efficiency 97.6% 97.6% 97.5% 97.3 CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -400C to+65°C Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q DCC 5 adapter) Connector type(IQ7-60-B-US&IQ7PLUS-72-13-US) Friends PV2(MC4 intermateable). Adaptors for modules with MC4 or UTX connectors: PV2 to MC4:order ECA-S20-S22 PV2 to UTX:order ECA-S20-S25 m x 302 mm. (without.liracket) - - - -> - Dimensions WxHxD m .212 mm x 175 Weight 1.08 kg(2.38 Ibs)1 Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6%outdoor. - -- FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC conneciors have been evaluated and approved by UL for use as the load fireak _ disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at httl2s*Henphase.com/en-us/c_unnort/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Referto local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com v E N P H ASE. ©2018 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. 2018-05-24 I I f I Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd.Skillman,NJ.08SSB 908-872-3664 January 29,2018 Building Department Attn:Plan Reviewer i 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. OF IEL W •.'� �i Daniel W.Dunzik,RA.LEED-AP •—.Ag 1 Fl.Lic.No.AR98795 �® / •`� ��®AR 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: j 4. Do not scale drawings. 5. Subject to change Without notice. i 317in C9. 0 'L80.54cnm] I _ 7.00in [177.80mm; 2.02in 2.14in. 2.34in F51 .3$mm} L54.37mmi [59.36mm] ` - 32mm �35mm 40mm i �VOTGUAR�6 E ��` �s t 4741 W-Polk Stree Ste.4 '*. r .1� s� ril.:l C` �:� !'1�1g 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 l.'888.766:9994 - .. . .scale: 1:4 6/28/2017 ASG: - EFS: x. Y � Cut--Sheet --Rock-tt-40-.Hybrid Coupling 1. Installation to be completed in-accordance with:manufacturer's written specifications_ands installation instructions. 2. See spec;.sheet or contact manufacturer for detailed.material,finishes,and configuration options. 3. Contact manufacturer for detalled layout. 4. Do not scale drawings. 5. Subject to change without notice. � I 3.:16in. ® ® ® [80.29mm] 7.00in [177.80mm] m - 5.00in [� [127mm] 2.02in 2.14in 2.34in I� [51.38mm] _ [54.37mm] - [59.36mm] 32mm �35mm 40mm E .LcoRksten',SU1aru 4741 W Polk Street Ste.4 SN�V GUARDS"' Phoenix,AZ-85043 Toll Free Phone 1.888.766.4273 Toll Free Phone-1:8771859.3947 Material:See Spec Sheet Toll'Free Fax 1.888.766.9994 Toll Free Fax 1.888:766.9994 - - Scale: 1:1 6/28/2017 ROCK-.IT SYSTEI\/f' 4.Q i RAIL-FREE =RAC KI N G UTILIZes ECOFasTen soLars PaTenTeo TeCHnOLOGY 0044EcoFasten Sollair y c i i I i Y Fas4L-vzx jcc n 01 v Comm itte4 to. the connection Document.Date:9.8.2017 Contents P& 1.................................................................................................................................................... Assets of Design .Features System Components Pg. 2..................................................................................................... ......................... Rock-it 4'.0 Mount Assembly Rock-It 4.0 Coupling-Assembly Pg.3 ............................................................................................................. Rock4t.4.0 Hybrid,Mount'Assembly Rock-4t.Clip SS Assembly Rock-It:Clip.2.0-Assernbly- P& 4..................................................................... ........ ................................................. .......................... Array.Uyout GreenFasten'.Flashing Install Pg. 5.................................................................................................................................... Rock-it System 4-.0'Install Pg.6.................................................................................................................................................. ..Ground Lug_lnstall�. Pg..7 ............................................................................................................................................ Rock-It Clip SS Install Rock'-It-Clip"2.0 Install Pg. 8-12 ...................................................................... ..................................................... Standoff Spacing Tables Snow1oad 0-.20,psf Snow Load,21-30,psf Snow. oad 31-40. psf: Snow.Load 41-50 p-tf .Snow Load 51-60.psf Pg.13 ............................................................................I....................................................... Grounding Information. Bonding Assembly and Bonding Path Pg. 14 ................................................................................................................ Thermal Expansion and Bon-ding . . Bracket:Spacing- - Staggered Layout Cantilever Pg. 15.. . ................................................................................................................................... System Specifications -Evaluated, Compatlble:ModulOs I I i ROCK-IT SY STeM 4.0 Designed with the installer in mind. EcoFasten Solar specializes in solar roof attachments that are-fast and easy.to install;straightforward,secure and cost-effective.EcoFasten offers a wide variety of:standard products as well as custom solutions,.for a one-stop source for all of your rooftop anchoring needs. Products-are rigorously tested and approved above-and beyond Industry. .standards In-house.and-by third party agencies. EcoFasten's patented conical sealing system has been_'in service in the snow guard and solar industries for two decades. FeaTures • New and improved design • North-South adjustability. • Fastest,easiest to-level system on the market • Only onetool.required(1/2"deep well.socket): • Integrated electrical bonding • Vertical adjustment of 3"4" • SIMPLE-only 4 components i sysTem comPOnenTS* - reQulre.D Vol' Ilk . .. I WE� .a� -lz gym as ROCK-IT SLIDe ROCK-IT 4.0 ROCK-IT 4.0 COUPLInG . ROCK-IT' 4.0 4" For comp SHInGLe MOunT & LoaD BearinG FOOT -array SKIrT 8":IFor TILe SYSTem comPonenTS* - oPTIonaL poll -ROCK-ITCLIP SSq,.,. EcoFasten,'So1a .r � (Re Fer TO PG:6) EcoFasten solar products are protected bythe following U.S.Pate tm r.,a .8,151,522 8,153,700 8,181498 8,166,713 8,146,299 ROC K-IT 4.0 8,209,914 8,245,454 8,272,174 8,225,557 9A10,038 ROCK-IT 4.0 Arraw SKIrr 9,134A40 9,175,478 9,212,833 HuBrID MOunT EhE) caPS .(ReFer TO PG.'5) are ni sraa�eo on EasT ROCK-IT CLIP 2.0 eno of smirr 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 an page 15 to Identify system compatible 32mm modules. wwW ecofastensolar com Info@ecofastensolar com: 87T859-3947 1 ROCK-IT 4.0 MOUnT ASSeITIBLy NOTe: ITems 1-7 SHIP assemBLeD 1 ,5/1.6"-18 x 1.75"Hex Serrated Flange Bolt 300 Series SS 10 T 2 (Rock-It 4.0 Mid-Clamp 6000 Series AL 3 Rock-It 4.0 Shelf 6000 Series AL IZ 4 Flange Level Nut 300 Series SS 5 Rock-It 4.0 Tie Plate 6000 Series AL 6 Rock-It Pedestal 6000 Series AL (74). 7 i5/16"-18 x 3/8",Hex Serrated Flange Bolt 300 Series'SS 8 13/8"ID Star Washer'300 Series SS 9 3/8"-16 x 3"Hex Tap Bolt 300 Series SS ROCK-IT SLIDes are accePTaBLe BracKeTS For Use WITH ROCK-IT 4.0 (SOLD separaTeLY) ROCK-IT 4.0. COUPLING aSSeI"1'1BLY 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 r -- -- ® 3 Rock-It 4.0 Coupling Shelf 6000 Series AL ® 4 Rock-it Load Bearing Foot Clip 5 Rock-It Load Bearing Foot Base IJ i www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 2 ROCK-IT 4.0 HYBRID MOl. nT ASSemBLY NOTe: ITems l-lo SHIP assemBLeD 11 Rock-It 4.0 Shelf 6000 Series AL 2 Rock-It 4.0 Coupling Mid-Clamp 6000 Series AL 13 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 o � ' I 9 � r0 ROCK-IT CLIP SS ASSeMBLY ROCK-IT CLIP 2.0 ASSeMBLY 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 i 3 Stainless Steel Flange nut.313-.18 3 Bolt.3125-18x1x1-S 1 3 www.ecofastensolarcom info@ecofastensolar.com 877-859-3947 3 Arra�J- LaY OUT • 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;J.e.high snow and wind load areas may require lesser bracket-spacing in the EV 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 aitypical 60 cell module.—.use-the:Rock-It Array Skirt as a guide today 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` FLaSHinq 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 b recommends an EPDM mastic: 1 :. 3 Insert the flashing so the top part is under the next row of shingles and pushed far y enoughmp slope to prevent water infiltration through vertical joint in shingles.The.. leading edge-of flashing must butt against upper row-of.nalls to preventtuming. when torqued. 4 Line up pilot hole with GreenFasten flashing hole:. Insert the lag bolt through the EPDM.bonded washer,the Rock-it slide,the gasketed. -hole in the flashing and Into the rafter. Torque:The range Is between.100-.140 torque Inch-pounds depending on the type- of wood and time ofyeanThe 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 impactwrench to install the fasteners be careful notto 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 i i ROCK-IT SYSTC f71 4.0 insTaLL •.tr y J ram'• _-- - •y •Y\�A - 7;a s � I . Fig.-A Install EcoFasten Solar Flashing with Rock-It.Mounts •FollowEaofastenSolarhsstallInsbucdomforflashing and braeiret install(GreenFasten shown above). •Optimum vertlmidlstancebetween lag bolts is1Wplus module dimension. •Set mounts on eave most raw sothat the Rock4t Pedestal Is on theSouth end ofRock-ft SlIde. •Set mounts on all upper rows so thatthe Rodc:lt Pedestal Is on the North end of Rodc-R 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 an the East end of each skirtsection,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 to ibs.(130 br-Ibs.when Installing with 32mm modules). 374 Install Rock-It Couplings(when joining 4 panels with a Coupling,the use of a load bearing foot Is.requlred) Prior to mounting on the roof,snap Load Bearing Foot into the bottom of Rodc-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 spedfled value. • NOTE:If a coupling lands on a rafter,the Hybrid Mount`should be used in place of the Rock-(t Coupling(refer to Image3a). 'Hybrid Mount can be made in the fleld,by assembling a coupling to amount 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 of the Rock-n Pedestal to straighten Rode @'Array Skirt and align module with Array SkkL -Torque screw.on side of Rode-It Pedestal to 150ln4bsto secure It to the Rode-it Slide. •Adjust Flange Level Nut to level the system(optional-can be leveled during or after Installation). 6-9 Install 1st Row of PV Modules •Slide upslope Rodr-It Mounts down to engage top offirstmodule. •Install Rock-ItCoupiingson the upslopesideoftst row afpanels. •Torque 2nd row ofMld-ClampsonRock-It Mounts and Rocklt Couplings to specified value. •Install balance ofPVmodules,ensudngthattheRock4tPedestaliareintheappropriateposition,thentorqueMid-0ampstosecuremodules Level the Rock-It System '� O • When assembly Is complete,level the entire system byadjust(ng'Flange Level Nuts(Flange Level Nuts have no torque value). • Helght between roof surface and underside of modules should be 3'or less,when installed with Type 2modulem INSTALLATION NOTE:Modules should be Installed so that the Junction box Is Installed upslope,away from the leading edge of the array. wwwecofastensolarcom info@ecofastensolarcom 877=859-3947 5 0. GrounainG LUG insTaLLI .";k4 Necessary Components: - One of the following ground lugs(or any UL 2703,compliant ground lug), Burndy CL50-1TN Ground Lug(UL 2703-E35:1343./ UL 467-:E999% ILSCO SGB-4 Ground Lug(UL 2703-E354426/UL 467=E34440). ILSCO.GBL-4DBT(UL 2703-E354420 /UL 467-.E34440) ILSCO GBL-4DBTH(UL 2703-E354420 /UL 467-E34440) ILSCO GBL=4SS(UL 2703-E354420 /UL 467 E34440) Note:Drill and.deburr hole in Ground-Lug prior to installation - 14 AWG-4 AWG Copper Ground Wire* Torque Values: - 8-32 x 0.5"Serrated Flange Head Bolt(300 Series SS), 14-10'AWG=20 in-Ibs. - 8-32 Serrated Flange Nut(300 Series SS) 8 AWG=25 in-lbs, - 11/32°and.1/4"wrenches or ratchets/sockets 64AWG=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 Nationai:Electrical Code,-NFPA 70;Section 690.45,and a minimum of 1/4"clearance required between bare copper wire and aluminum. I ' Drill hole per grounding lug manufacturers specifications in the upslope-part of Rock-it Coupling. ..i - for attaching grounding lug. Note:Deburrhole in Ground Lug and Rock-it Coupling prior to Installation. www.ecofastensolar.com info@ecofastensolaccom 877-859=3947 6 ROCK-IT CLIP SS i nSTa LL �Ac:enghte6lnunting�ocatksns . *nr_8onBox 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.O inSTaLL i Inverter Flange "-A Mod ute Frame Rock-lt-Clip 2.0 1 Locate all parts -Locate the Rock-It Clip 2.0,micro-inverter/powe'r 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-inverter/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 optimizerflange is tight against the clip flange'to avoid rotation during tightening, www.ecofastensolarcom info@ecofastensoiarcom 877-859-3947 7 Snow Load 0-20.psf Modules In Landpcape Wind Speed J Exposure 2:12<Roof Pitch<.6:12 .7:12<Roof Pitch<12:12. ASCE 7-05 ASCE 7-10 Category Zone 1 I Zone 2 Zone 3 Zonal Zone 2 . 'Zone 3. B 159 93 59 85 mph 110 mph C 114 67 42 88 88 D '96, 56 35 9.1 74 74 B 146 85 54 90 mph 115 mph C 104 61 38 198 -80: 80 D 88' 51 32 83 68 68 B 123 72 46 , 95- - 65 100 mph 125'mph C 88' 51 32' 83 68 68 D 7.4 43 27 70., 57.. '57 B 981 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 - 68 120 mph 150.mph C 61; 36 22.. 58 '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 EooFasten 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.)Al 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 a Roof Pitch-.<6:12 7:12<Roof Pitch<11212 ASCE 7-05 ASCE 7-10 Cate o Zonal Zone 2 _ Zone-3 Zone.1 Zone 2 Zone.3:- - B 33- 85 mph 110 mph C 65 38 24 61' S0. ;' ;50'a D 55 . _v __- .32 20 ._ 52e.. - 42: B 83 49 30 90 mph 115 mph C 59 35 22 56 46 46 D 50 29 18- 47 38 38- _ 4 54 100 mph 125 mph C 50 29 18 47 39 39' , D 42 26- 1-5 40 32 32`---_; B 56 33 20 53, 43 _ ' - 43 110 mph 140 mph C 40 23 14 38 31 31 D 34 19 12 32 26 26 B - - 49 --- --28 - -- r f18— 46 _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 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@ecofastensolarcom 877-859-3947 8 L Snow Load 21-30 psf Modules.in'Landscape Wind Speed eed Exposure6Zon Roof-Pitch<.6:12- 7:12.<Roof Pitch<12:12 ASCE 7-05 ASCE 7-10 Category Zone 2 Zone 3 Zone 1 - Zone 2 Zone 3B93' 59 85 mph 110 mph C67 42 D 56,B85 54" 90 mph 115 mph C 104' 61 38 D- 88 51 32 B. '. 72 45 100 mph 125 mph C 881 51 ' 32 D 74.' 43 27 _5:7; _57 B 98 57 36 110 mph 140 mph C 70 41 26 66 54 54 D 59 34 22 56" 4.6 46 B 85': 50 31 66� 120 mph 150 mph C 61 36 22 58 47 47 b. 51 30 . 1.9 49 40 40. Hates: 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 ratter spacing 2.)Maximum allowed spacing approved by EcoFasten Solar Is 72" 3.)Maximum allowed standoff copcity=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 then 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 Exposure 2:12<'Roof"Pitch<6:12 1 .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 V� B 53 y33 85 mph 110 mph C 65 38 24 _ D _ 55 32 B -49 _. ..30_ 90 mph 115"mph . C 59 35 22 D 50 29 18 38: " 38 100 mph ' 125 mph C 50- 29 18 D 42 26 15 B 56 33 20 110 mph 140 mph C 40 -23 14 38, 31 31 D 34 19 12 32 . 26_ .26 120 m Ph 150mph C- !35 12 33 -_--10 v� 10 28 2 �... . D 29 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.ecofastensolarcom info@ecofastensolarcom 877-859-3947 9 o � Snow Load 31-40 psf Modules In Landscape Wind Speed Exposure 2,12 c Roof Pitch.<6:12 7:12 c Roof Pitch.<12:12. ASCE 7705 ASCE 7-10' CategoryZone 4 Zone 2 Zone 3 Zone 1. Zone'2 Zone 3 B '59 85 mph 110 mph C 67 42 D 56 35 B 54. 90 mph 115 mph C 61 38 D 51 32 B 45. 100 mph 125 mph C 51 32 D 74: 43 27 B 57 36 110 mph 140-mph C 70 i 41 '26- D 59! 34 22 46 46 B 50 all 120 mph 150 mph ' C 61 '36 1 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 ratter spacing 2.).Maximum allowed spacing approved by EccFasten Solar Is 72" 3.)Maximum allowed-standoff copcity=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 Msk 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 i Wlnd Speed Exposure 2:12.c Roof Pitch e.6:12 7.12 c Roof•Pitch ASCE 7-05 ASCE 7-10 Category Zone.1 Zone 2 Zone 3 zone.-4 Zone 2 . Zone 3 85 mph 110 mph C 3& 24" - D. _..32 _20-.. B 49. 30 90 mph 115 mph C. 35 22 D 29 18 100 mph 125 mph C 29 18 B 33 20. 110 mph 140 mph C 40 23 14 D 34 19 .12 26 26. 8•_.__._ 49 28 �8 120_mph 150 mph C 35 20 12 D 29 17 10 28 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 pullo t capacity 5:)Values based on a maximum module length of 70" 11 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 M Snow Load.41-50.psf i Modules In Landscape F° Wind S eed Exposure 1 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 Zane 3 B 59 , 85 mph 110 mph C 42 D 56 35-,- B 54 90 mph 115.mph. C 61 38 D .51 32- B 45 100 mph 125 mph..1 C 51 32 D 43 27 - B 57 36 110 mph 140 mph C. 41 26. D :59 34 22 46 46 B , -So .31' 120 mph ' 150 mph C 81 36 22 47 47 D 51 30. 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° i 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 Snow Load 41-50.psf Wind Speed Exposure 2:12i<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 • - B 85 mph 110 mph C 38' 24 D a. ,32 20_. B 30. 90 mph 115 mph C 35 22 D 29 18. 100 mph" . 125 mph C � 29 18 D 26 _ 15 B 33 20T 110 mph 140 mph. C 23. 14 D 19 12 120 mph, 150 mph C 35 20 12 D 29 17 10 922` $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 capGty=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.it(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@ecofastensolaccom 877-859-3947 1,1 i I r � I Snow Load 51-60 psf I Modules intandscape Wind Speed 7. D 2:12 4 Roof Pitch'4,6:12 7:12 4-Roof Pitch a 12:12 ASCE 7-05 ASCE 740 Zone!1 Zone 2 Zone 3 Zone 1 '. Zone 2 85 mph. 110 mph 42 35 54' 90 mph 115 mph38 61 32 100 mph 126 mph, 51 32 ' 43. . 27 316 110mph. 140 mph 41 26 34 22 6031126 mph„ 150 mph 36 '22:511 -'' 30 19 . , Notes- JiiiiiM 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 EcoFesten Solar is 72" 3.).Maximum allowed standoff capcity=547#(per testing results) 4.)Includes additonal 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 I Snow.Load 51-60 psf Wind Speed Exposure 2:12 4 Roof Pitch c-SM2 -.7:12 4 Roof Pitch 412:12. ASCE-7-0-5.ASCE 7-10 Category— Zone.1 Zon Z 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 100 mph 125 mph C 29, 18 D, ;26 15 B 20. 110 mph. 140-mph - C 23 14 D 19 12 28 18 120 mph 150 mph _ C 20 1 D 29 17 10,- 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 standofi 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 then.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@ecofastensolarcom 877-859-3947 ' 12 r - I I i GrounDinG i FormaTion The rail-free Rock-It System maybe used-to mount and ground PV modules that comply with UL 1703,only when that specific module has been evaluated for mounting and grounding,In compliance with the included installation Instructions. Note:Grounding lug must be visible to inspectors from the entire perimeter of the PV array. Multiple Use Grounding Pins Grounding pins within the Mid-Clamp are multiple use bonding%grounding devices.Modules will need to be adjusted if the Mid-Clamps are loosened to ensure there Is"nevv"metal to pierce into upon retightening. Grounding Method -Rock-It 4.0 Mount bonds N-5 rows of modules -Rock-It 4.0 Coupling bonds E-W rows of modules Rock-It Array Skirt bonds E-W along the entire array when installed One Bumcly CL50-1 TN ground lug is required per PV array,limited to 300 modules placed In either portralt:or landscape orientation. I BonDInG ASS2mBUy a.n'D B,onDInG PaTH . Bond Path -_ + Grounding lug r- -c, oMG rd�E Integrated Bonding �n.d.l � Rock•ItCaupling -- .11111 Rack-it Moan: I —Rock-It Array skirt ti I i j Bond Path I Bond Path """"'�"" GrourKEng Lug O.GrounmrtgLug Equbmc:RcrouriWM, yptnn��It- - [onduaortEGn:. C nductorlEW Ing aeraraly-W z mound ",AvfW Dytomnh . I ®Rockdt Gaupling o Rock-R Cwpang ■ Rock-lWount .me RotkdtArraySkirt. ■RockdtMount Rock-it Array Skirt i I www.ecofastensolar.com info@ecofastensolarcom 877-859-3947 13 I THermaL Expansion. anD BonDinG A thermal expansion gap is required per each continuous 40'length of modules. --- Bond•Path Grounding Lug Omit a coupling and leave a 2"gap in Not" the Rock-It Array Skirt and also between /---Cona�(EMY s the modules at that point. `��`°��' ® Roek•it Coupling It Rock-It Mount —Rock-It Array skirt MIR BracKeT SPaanG Portrait Orientation Landscape Orientation. 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 j areas may require lesser spacing E-W than the maximum.. j sTaGGereD LaYOUT canTlLever an.D.=oFFseT Staggered Mounting Points 1 � .§Rock-It Mount Rock It.Coupling Cantilever. Maximum cantilever is 1/3 bracket spacing. For portrait I The array Layout instructions in this Installation manual offer a orientation installations,check layout prior to Installing. general overview of layout. Periodically,due to a variety of Offset:Offset from all roof edges depends on wind speed,snow i 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 ♦ 1 ROCK- IT SYSTem 4.0 sysTem SPeclRcaTlons Max No.of Panels 300 Modules per ground lug Materials 300 Series Stainless, 6000 Series Aluminum Max System Voltage 1000VDC Coating BlackAndodlzation/Mill Finish Class A Fire Rating With UL1703 Type 1 Rated Lug Specifications Bumdy 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 Slide Tile 7" 39.05'(992mm)is 2"(50mrr1) M)n/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"dlameter Mount Box QTY 12 units Module Cantilever Maximum cantllever is.1/3 Rock-it Slide Box QTY 50 units bracket spacing Coupling Box QTY 12 units Warranty 20 Year Material and Wo►kman- ship Codes:National-Electric Code,ANSVNFPA 70,NEC 250,NEC 690,IRC,IBC Standards:UL 2703:First.Edition,UL 1703 `Y.vrv,m s_cLt1ar `�nos� v`sXomiii u'r> WGIOCODE-Or"34016 CR"OIAtSTOUL 7,m 'WM,OW STOUL2703 UNO u1'Afti6nSU11ATl¢ 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 Afire rated roofing material and attached-to the roof. structure using5/16"-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. ®ate EcoFasten Solar www.ecofastensolar.com lnfo@ecofistensolar.com 877-859-3947 15. I I 4 � i FeaTU res • New and improved design .Nogth-South adjustabllity • Fastest,.easlest to level system on.the market. • Only one too)required(172"deep well socket)- Integrated electrical bonding Vertical adjustment of 3"40 • SIMPLE-only 4 components I i EVaL..IaTeD,. CO,MPaTIBLe-MODULeS ModuleMarufactwer Modd.Type(x"used to Module-Dlmtnslms(mm) ModuleDlmendanspn) OownwardPressure Upward Pressure Down-slopa.Design Maximum clamp indlcatevarlabletest) Deslgn Load(psf) Design Load(psf) _ . Land(pso 5padn In)' Trins Solar TSM-w4W5.08. 1640X992X40 6USI'89.05"x1,57" 38A 82.9 20 72, ConadlanSdar- C96P-xo(M 1638 x922x4= 64481148.66114,57" ' 89.3 33S' 20. .72 Qnadlan Sol er C66P-Xxxp 1630x982x40 -64.5"X39.7` 5757' 83.3 83z 20 72, Jlnko Solar lCMbaP 60 1650 x 992 x 40- 6496"x39.0S"X1.S7' 30 80 20 a 72 JlnkoSolar JKMxxxM-6D 1650x992x40 6496"339,051'"Ir" a0 30 20_ 72 JlnkoSolar JKM)oWP40- 1650x992x40 64,961x39.05"d.57" 30 30 20' 72 Jlnko Solar JKMxx)NlM-60 1950 x992 x40 6496'S09.09"x1.57" a0 80 .20 72 VI WI Solar VL2xxP-29b 1650 x990 x40 649611x8BS7'xL57" 80 80 20 72' LGEketronics 100=0133 1640X2000x35 6457'h09,37'x1.8B" 90 3n- 20 72 . LG Eloetronlcs LG300N1K_G4 1640 x 2000 x'40 6457149.3714.5T 8o '30 d0 7T, Axlteesolar AC-xKW/186.60S .1640 x992 x40- 645"49.06NL88" so. 30 20 ".48t RECOM RCM-2xx4M8 2640X992X35 6456"fG9A5"id.37" 30 -30 20 7Z - SOfab SLA2axP 1650x990X38 6496'S3837'xL49" 30 30 -20 72 Solana PoweW mmR-BX 2621 K 1056 x 40 68.B9"x41SS"a57" 30 30 20 48: Harnvha-QQlls• CLPROG42xx 167px1000x32, 65,75"49.3741.29" :3o 3o 20. 48' Hanwha-Q Cells* fflRE0xKx-6MB. 1670 x1000 x 32 65.75"x99.97'xL2B" 8o 30' 20 72. Su rL 1670 x997 x49 65,7rw9.25'9d.57'" 30 30 .20 _48 REC 167S x997x9B 65.94"x39.2S'xL5" 20 20 20 72- REC ' 1675 x997 x38 6S.94•x99.2S"xL5° 80- 30 20 48 SolarWodd ck t675x961x33 65.95"x37.0"x1:30" 20 20 -2072SolarWodd ck 3.675x961x33 65.95"x87.8KL30" 80 U 30 20 40. . •Hanwha Q-Cells 32mm modules to be used with special order Rock-It System components:Call for detalls. 'I I DA ICIALE Fasten-Solat www ecofastensolar com 1nfD@ecofaftenso1ar.com 877-859-3947 15 Cut Sheet-.'- Rock-H-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. 0 3.17in , [80.54mm] -- _ 2.50in —�-I [63.50mmj SDI 2.02in 2.1.4in 2.34in [51.38mm [54.37rnml . [59.36mm] -32mm — 35mm 40mm - - 1�LPINE r dd^^++ r*F"Fate>r1;S�fla�s" 4741 W Polk Street Ste:4 NiiUARL1SPhoenix,AZ 85043 Toll Free Phone 1.888.766.4273 Toll Free Phone 1.877.659.3947 Materlal:.See Spec Sheet Toll'Free Fax 1.888.766.9994 Toll Free Fax 1.888.766.9994 ••. . -- Scale: 1:2 6/2812017. .ASG: - EFS: x Data Sheet Enphase Networking Enphase The Enphase IQ-Combiner 3" with Enphase ('� tYlb� IQ Envoy." consolidates interconnection `� . COne�' 3 equipment irito a single enclosure and (X-IQ-AM1-240-3) streamlines PV-and storage installations by providing:a consistent, pre-wired solution for residential applications: It offers up to four- 2-pole input circuits and Eaton BR series busbar assembly. I Smart Includes lQ'Envoy for communication i 1 • and control Flexible networking supports WI-Fl, Ethernet,or cellular • Optional AC receptacle available for.PLC ' bridge' t • Provides production metering and optional C consumption monitoring 0 j Simple t 3 " Reduced size:from previous combiner Centered mounting_brackets support single •M•�`N 1i stud mounting. ". ,,* 1 • Supports back and.side conduit entry '- Up to four 2-pole branch circuits for 240.VAC - ^� plug-in breakers.(not included). Y� :`...� �_'_ __• 80 A total PV or storage branch circuits i Reliable • Durable NRTL=certified NEMA.type 3R:enclosure ��. Five-year warranty ® UL listed EN PHAS E. Lo learn S1'ED ore about Enphase offerings,visit enphase.com Enphase IQ Combiner 3 MODEL NUMBER -IQ Combiner 3 X-IQ-AM1-240-3. IQ Combiner 3 with Enphase IQ Envoy"printed circuit board for integrated revenue grade PV production metering(ANSI C12.20+/-0.5°i)and optional*consumption monitoring(+/-2.5%). ACCESSORIES and REPLACEMENT PARTS(not included,order separately) Enphase Mobile Connect" CELLMODEM-03(4G/12-year data plan) Plug and play industrial grade cellular modem with data plan for systems up to 60 CELLMODEM-01 (3G/5-year data plan) microinverters.(Available in the US,Canada,Mexico,Puerto Rico,and the US Virgin Islands, CELLMODEM-M1(4G based LTE-M/5-year data plan) where there is adequate cellular service in^the installation area.) Consumption Monitoring*CT CT-200-SPLIT Split core current transformers enable whole home consumption metering(+/-2.5 ia). Circuit-Breakers Supports Eaton BR210,BR215,BR220,BR230,BR240,BR250,and BR260 circuit breakers. BRK-10A-2-240 Circuit breaker,2 pole,1 OA,Eaton BR210 BRK-154-2-240 Circuit breaker,2 pole,15A,Eaton BR215 BRK-20A-2P-240 Circuit breaker,2 pole,20A,Eaton BR220 EPLC-01 Power line carrier(communication bridge pair),quantity 2 _— ` XA PLUG-120-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3(required for EPLC-01) XA-ENV-PCBA-3 Replacement)Q Envoy printed circuit board(PCB)for Combiner 3 ELECTRICAL SPECIFICATIONS Rating Continuous duty System voltage 120/240 VAC;60 Hz Eaton BR series busbar rating 125 A i Max.continuous.current rating(output to grid) 65 A Max.fuse/circuit rating(output) 90 A Branch circuits(solar and/or storage) Up to four 2-pole Eaton BR series Distributed Generation(DG)breakers only(not included) Max.continuous current rating(input from PV) 64 A Max.total branch circuit breaker rating(input) 80A of distributed generation/9,OA with IQ Envoy breaker included Production Metering CT 200 A solid core pre-installed and wired to IQ Envoy MECHANICAL DATA Dimensions(WxHxD) 49.5 x 37.5 x 16.8 cm(19.5"x 14.75"x 6.63").Height is 21.06"(53.5 cm with mounting brackets).' Weight 7.5 kg(16.5 Ibs) Ambient temperature range -400 C to+469 C(-400 to 1150 F) Cooling Natural convection,plus heat shield Enclosure environmental rating Outdoor,NRTL-certified,NEMA type 3R,polycarbonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 4 to 1/0 AWG copper conductors • Main lug combined output: 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper.conductors Always follow'liocal code requirements for conductor sizing. Altitude To 2000 meters(6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet Optional,802.3,Cat5E(or Cat 6)UTP Ethernet cable (not included). Cellular Optional,CELLMODEM-01 (3G)or CELLMODEM-03(4G) or CELLMODEM-M1(4G based LTE-M) } (not included) COMPLIANCE Compliance,Combiner UL 1741 CAN/CSA C22.2 No.107.1 47 CFR,Part 15,Class B,ICES 003 { Production metering:ANSI C12.20 accuracy class 0.5(PV production) — Compliance,IQ Envoy UL 60601-1/CANCSA 22.2 No.61010-1 *Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings,visit enphase.com ©2018 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. �..-E N PHASE.. 2018-09-13 Installation Soltection RJ=1 Rooftop SolarJunction • Flashing Unit For Composition/Asphalt Shingle Roofs ' `• •- ... - ^ •ram C. Manufacture • • • • • division • Vynckier Enclosure Systems, Inc. 271 McCarty Street Houston, • • :.. • • •m Soltection RJ-1 Installation TABLE OF CONTENTS INSTALLATION INSTRUCTIONS Contents IMPORTANT SAFETY INSTRUCTIONS............... SAFETYWARNINGS &CAUTIONS.................:......................................................................................:. ELECTRICALPRECAUTIONS.................................................................................................................................... 5 MECHANICALPRECAUTIONS.................................................................................................................................. 5 PRODUCTINFORMATION.....................................'.......................................................................................................... 6 OVERVIEW.............................................................'......................................................................................................... 6 I PREP & PLACEMENT......................................................................................................................................................7 REQUIREDTOOLS.......................................................................................................................................................7 PRODUCTPLACEMENT..............................................................................................................................................7 SPECIFICATIONS .......................................................................................................................................................... 11 MECHANICAL/ELECTRICAL................................................................................................................................... 11 TORQUERATINGS..................................................................................................................................................... 11 I WARRANTIES: Seller warrants to Buyer that products and any services furnished hereunder will be free from defects in material,workmanship and title and will be of the kind and quality specified in Seller's written quotation.The foregoing shall apply only to failures to meet said warranties(excluding any defects in title)which appear within two years from the date of shipment hereunder. The conditions of any tests shall be mutually agreed upon and Seller shall be notified of, and may be represented at, all _ tests that may be made.The warranties and remedies set forth herein are conditioned upon(a)proper storage, installation, use and maintenance, and conformance with any applicable recommendations of Seller and (b) Buyer promptly notifying Seller of any defects and, if required, promptly making the product available for correction. If any product of service fails to meet the foregoing warranties (except title), Seller shall thereupon correct any such failure either at its option, (i)by repairing any defective or damaged part or parts of the products, or(ii)by making available, F.O.B. Seller's plant or other point of shipment,any necessary repaired or replacement parts.Where a failure cannot be corrected by Seller's reasonable efforts,the parties will negotiate an equitable adjustment in price. The preceding paragraph sets forth the exclusive remedies for claims (except as to title) based on defect in or failure of products or services;whether the claim is in contract, indemnity,warranty,tort(including Seller's negligence), strict liability or otherwise and however instituted. Upon the expiration of the warranty period, all such liability shall terminate and Buyer shall have a reasonable time,within thirty days after the warranty period,to give written notice of any defects which appeared during the warranty period. Except as set forth in Article 2, "Patents," the foregoing warranties are exclusive and in lieu of all other warranties, whether written, oral, implied or statutory. NO IMPLIED STATUTORY WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE SHALL APPLY. Seller does not warrant any products or services of others which Buyer has designated. www.soltection.com Soltection RJ-1 Installation Manual Page 3 IMPORTANT SAFETY INSTRUCTIONS , D ALL INSTRUCTIONS & SAFETY WARNINGS PRIOR TO INSTALLATION NOTE: SAVE THESE INSTRUCTIONS This manual contains important instructions thatishall be followed during installation and maintenance of the Soltection RJ-1 rooftop junction box with flashing.; LETHAL VOLTAGES ARE PRESENT DURING THE INSTALLATION, OPERATION AND SERVICE OF THIS EQUIPMENT. PROPER PRECAUTIONS MUST BETAKEN AT ALL TIMES TO ENSURE THE SAFETY OF THE SERVICE PERSONNEL. . s SAFETY WARNINGS & CAUTIONS ■ Only qualified personnel or licensed electricians should install this product and the instructions herein are provided for those individual(s)only. ■ To reduce the risk of electric shock, injury, or death, all electrical wiring and connections must be performed by qualified personnel. ■ Lethal voltages are present during the installation, operation, and servicing of this equipment. Proper precautions must be taken at all times to ensure the safety of the service personnel. ■ Follow state and federal Occupational Safety and Health Administration (OSHA) guidelines and regulations when installing this product. ■ Utilize proper Personal Protective Equipment(PPE)as required per national and local regulations as well as for installation best practices. ■ Install this apparatus in accordance with.ANSI/NFPA 70, National Electrical Code. (NEC). Follow.all national or local electrical codes. ■ Install, operate, and use this product in a' manner consistent with the.instructions provided. Failure to follow the procedures indicated may result;in roof leaks, property damage, or consequential damage. www.soltection.com Soltection RJ-1 Installation Manual Page 4 i ME 01 EC1. Tt"N ELECTRICAL PRECAUTIONS ■ Ensure all electrical conductors.are.at zero voltage potential before installing or servicing this unit. ■ Never break contact on.a.circuit without using.the appropriate disconnect device. ■ Follow established lockout and tagout procedures for.all electrical conductors prior to servicing. ■ Beware of power lines in the vicinity of the roof,,where inadvertent.contact may result in electrocution,. personal injury, or death. • When disconnecting source or supply circuits, provide.sufficient time.as stated in the.power.electronics manufacturer's Jnstruction manual in.order to ensure.discharge of all conductors in the circuit. • Always verify the integrity and proper installation of the electrical components prior to energizing electrical . circuits. ■ Non-metallic enclosures do not provide.grounding means between conduit connections. The use of -grounding hubs and jumper wires are required, ■ Grounding must be sized per NEC.requirements, and is the responsibility.of the installer. MECHANICAL PRECAUTIONS ■ When drilling into an attic.space,.ensure that electrical wires, mechanical obstructions, or potential electrical hazards are removed;from the vicinity and direction of the drill. ■ Do not: install if the roof is wet, frosted, or covered by ice or snow. i ■ If any part-of-this product becomes damaged-' • remove and destroy the entirety of the:unit. Failure to do so may result-:in:fire, property damage, personal injury, electrocution, or death. ■ Do not use the product-to anchor fall protection equipment. www.soltection.com Soltection RJA Installation Manual Page'S PRODUCT INFORMATION OVERVIEW ■ The Soltection RJ-1 Residential Rooftop Junction Box is a flashed roof penetration designed to protect electrical conductors entering the rooftop/attic. It is made of a high-strength UV-resistant and UV- stabilized polymeric material. ■ The RJA enclosures comes fully equipped with a slotted DIN rail mounted inside the enclosure designed for mounting of DIN rail accessories, such'i.as terminal blocks. ■ A four position ground bar is also provided as a means to form a bond between the solar array mounted- on the roof and the building. CORNER SCREWS MOLDED COVER i PLASTIC SCREW FOR GROUND BAR AFFIXING DIN RAIL GROUND BAR o0 0 0 0 MOLDED BASE DIN RAIL www.soltection.com Soltection RJ-1 Installation Manual Page 6 PREP & PLACEMENT REQUIRED TOOLS ✓ Shingle Ripper Bar ✓ #2 Phillips Screwdriver ✓ Lumber Crayon ✓ Uni-Bit ✓ Hole Saw or Spade Bit ✓ Utility Knife ✓ Roofing Sealant RAFTER-, PRODUCT PLACEMENT • Identify the location and placement of the = flashing on the roof as shown. The product may be mounted beneath the array or adjacent to the array. DO NOT LOCATE THE -PRODUCT DIRECTLY OVER A-RAFTER TO ENSURE THE RAFTER DOES NOT INTERFERE WITH THE WIRING Remove template from packaging ENTRY INTO THE ATTIC and use in Step 2 STEP 1 www.soltection.com Soltection RJ-1 Installation Manual Page 7 yGr . ' b .G. Position the top edge of the template 112" Trace and continue using a lumber crayon to the above the 1st course of shingle as shown. bottom of the 2nd course. Cut along lines and remove shingles. STEP 2 STEP 3 . .s RECCOMENDED F LOCATION FOR I ^' CONDUIT ENTRY f INTO ROOF----- RAISED AREA IN \r i MOLDED BASE-—- 12 Remove any roofing nails beneath the 1st, 2"d, or DRILL PILOT HOLE 31d course of tile that obstructs the position of Slide RJ-1 Junction box into place where you the roof flashing. cut shingle template.The image above shows STEP 4 where you will drill in the next step STEP 5 www.soltection.com Soltection RJ-1 Installation Manual Page 8 „.,r .. 1 ICI' 17 Y� , l�+C,. f r ""l�nr tc ji' } ' >rr ! t EilrT {lx°'t�f,y +'3�i r IS ,,5.,� ..i "� •' p�5. i y t{r:iY .>, ..7 : ~ �• +t +yS;r a 35y,.'a 4 1F, NNIX F^ �•''+'•� 4, ���`�r.i i ��� � .*fri/3 r.�t.�y ""��i �'yy • ,.,i.1:, ti�'S ft'+ ',1.��T ,��t.}��tNa'..j�c�Y +���w 3rr'���ti ��fw'��+'�frl' •.4� + � -t "�7Y�..1•.'�1�1i 1 } � t t ' Yj"'�✓�."Y"�""1 1•,f�rlL SY`.5,. ��` .l+f'� i 'ry;�l �`'lyx "{���3.JV ft"•`� b'Zt°Y� �°t y }` �, .�� i •. • • t � i A, .c + � tri•.�aY.?rfF +'f AsYA'r� i'•�.r. v+r`�4?:"riR'i `'S `�/'.�Y�rr ''�r''SS•• 7rJr�w e�” It: t r�f KC'"'7 1 t t � j ��tt}}��,;i ,�.1�fGK��f'•i i F•„�;a,��}r��'z5"vim' '� r. i'r,�{(•, J w J�,yUZc f"�< ''��(-f�"��y�,��.i�J'4```'t'FC-•ve.`:�y,�y,F.>F�'��,'�et' +� si���"''�rr,•. • `� Rw :..�^� �Y;r����r�>�,;— -d� � �k tit = �• 4`� �ti !. � ,4 � F � t '.ems �.c>' •,1 .1�+fj�, • r � • 1 / I Z Remove RJ-1,flip it over,wipe it clean&apply Reinstall Unit. Use the two supplied Decking a bead of roofing sealant to the underside of the Screws to mount the flashing to the roof. flashing unit. Ensure that it's placed in the Torque to the specification indicated in the "Upside-down U"Shape to support engress specifications. Refer to Table T2(page 10)for water protection,AS SHOWN. the proper tightening torques. STEP 10 STEP 11 POPULATE RJ-1 : I • Populate the RJ-1 unit using the appropriate wire connectors,terminal blocks, or other necessary components. • Ensure that the components installed are rated for and are suitable for the intended purpose. • The RJ-1 unit is provided with multiple standoffs which can accommodate accessories to be mounted. Step 11 . A Install the cover onto the top of the enclosure. Tighten 4 cover screws to the Torque value indicated in Table T3(see page 10) STEP 12 www.soltection.com Soltection RJ-1 Installation Manual Page 10 SPECIFICATIONS MECHANICAL/ :ELECTRICAL ■ Product Certifications: UL508A ■ Enclosure Rating:TypeAX ■ Attic.Conduit Pass Through Connector Size Range: 1/2 —1" • Max:Side Wall Conduit Size: 1" ■ Maximum Current: N/A Maximum Voltage:N/A ■ Ambient Operating Temperature: -35C to 75C TORQUE. RATINGS Table T1: Ground Bar Connection,.!Wire Range:#4 to#.14,4 Usable Connections 0 o 0 i -Wire Size Tightening Torque(lb in 4-6.AWG 35 8 AWG 30 10-14 AWG 125 Table T1 Table T2: Mounting Screw, Mounting to Deckin , 2-Provided Ti htenin .Tor ue Ib-in 15-20 Table T3: Torque Values, Cover/Lid'Screws.,4 Provided, Captive . Ti htenin Torque(lb-in). 11 www.soltection.com Soltection RJ-1-Installation Manual Page 11 i I ■ TM. so e ion- by vynckier Soltection is a division of Vynckier Enclosure Systems, Inc. 2711 McCarty Street Houston, TX 77029 1=86&227-0577