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Home My WebLink About22-3895• City of Zeph� rhills 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-003895-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 04/12/2022 ........ .. . a. ... . ... \'51 32 25 21 0040 01500 0120 7226 Steer Blade Drive Name: EDDIE & LAURA VARGAS Permit Type: Electric Service Replacement/M I Contractor: MOMENTUM I Class of Work: Add/Alter Residential I SOLAR -ELECTRICIAN Address: 7226 Steer Blade Dr ZEPHYRHILLS, FL 33541 Phone: Building Valuation: $0.00 Electrical Valuation: $35,640.00 Mechanical Valuation: Plumbing Valuation: Total Valuation: $35,640.00 Total Fees: $218.20 Amount Paid: $218.20 Date Paid: 4/12/2022 1:15:17PM 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. jg• r !'!•piij•mjjliij•ij• 1111•11111plIll 1•11 11 1 — , I T j r v . f if 1 1 i . 11 11111111111 •"1 - •� I •- • TTIMM-70=97ya-ma Complete Plans, Specifications add fealbust Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. o CONTRACTOR SIGNATURE PEfAIT OFFICEU "W0#11111-9I - c :c ec c City of PermitM •Fax-813-780-0021 Building Department Date '` 321 .r .:a s.�•r•�.•sa;.e.u■ wss.�:�a•rea�.�.: 7226 STEER BLADE DRIVE, 11 -.r•.• 0040- tit t INSTALLATION00 ePHOTOVOLTAIC Sa PANELS ON ROOFTOP. MALI =MECHANICAL AMP SERVICE EM PROGRESS ENERGY W.R.E.C. VALUATION OF MECHANICAL INSTALLATIONr ( SPECIALTY = OTHER 4 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER ECameron Christensen COMPANY Momentum Seater SIGNATURE REGISTERED Y / N FEE CURREN Y t N Address 6210 Haffner Ave Ste 100 Orlando FL 3 License # I CVC57036 ELECTRICIAN 1 COMPANY Momentum Solar SIGNATURE Matthew Franz REGISTERED Y / N FEE CURREN Address 6210 Hoffner Ave Ste 100 Orlando FL 32822 License # FEC130=17 PLUMBER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y I N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED YtN/ Address License # OTHER COMPANY SIGNATURE REGISTERED MEJ FE-E -CURRENLYLU Address License # I J RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new Construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stocmwater Plans w/ Sift Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsfiarge COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new Cons Minimum ten (10) working days after submittal date. Required onsite, Constitution Plans, Stamwater Plans w/ Sift Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMft91NG (copy of contract required) Reroofs if shingles Sewers SeMcs 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 NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland 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 used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. l;9_104-1 0 10 0 P I � i 0 1! 111111VIVIL91:1 .11F.Li ["Mal ly-ogmig FLORIDA JURAT (F.S. I OWNER OR AG! 5 :� Subscribed and ir to to Who is/are personally known to ml or has/have pr DLL�_ — a identification. Public E�.Notary Public State of Florida A Elizabeth Brannack My commisN I W11 I= HH 214785 Exp. 1/2412026 Subscribed and swam to (or affirmea) before me this Notary Public State of Florid A Elizabeth Brannack %Commission =4=1111= H 214785 Exp. 1/24/2026 ,DocuSign,Envelope ID: BD3FFF93-250040CA-88CD-FCE7E997E263 THIS IS A COPY The Authoritative Copy of this record is held at naZdocusign,net momentum SOLAR SOLAR ELECTRIC INSTALLATION CONTRACT Laura C h ery Customer Name 7226 Steer Blade Drive Zephyrhills, FL 33541 Service Address City, State, Zip (132)-963--6840 kisskyo@hotmail.com Phone Email Address I Duke Energy y Florida (prev. Progress Energy Florida) Electric Utility Company Hanwha Q CELLS Enphase Energy "R 7.92 kW QREAK DUO BLK-G10+ 360 IQ7-60-2-US T System Size* Solar Module Make/Type M 10h, V. 11I ,11"k, Count Inverter Make/Ty ti pe R18 C, M include finance charges. You shou lender. The terms 0 any"", I ,jinancing WIN i" mg�� Refer to I r6ement with Dividend Finance for a description of your payment obligations, Including yo payment ;9aule and total of payments (including any finance charges). TOTAL AMOUNT PAYABLE TO MOMENTUM SOLAR: $35,640.00 Optional Down Payment: $0.00 Upfront Rebate (if applicable): $0.00 Total Loan Amount: $35,640.00 Document.24 FL Page 1 of 10 THIS IS A COPY The Authoritative Copy of this record is held at na2,doumign,nel 0 momentui By initialing here, you agree to the terms of this paragraph: Ds Customer Initials: Ed Document.24 FL Page 6 of 10 THIS IS A COPY The Authoritative Copy of this record is field at naZdocusign,net momentum SOLAR '1=, WOTj,er, maj UMMUNW-Wransac on a I j me prio day after the date of this transaction. See the attached notice of cancellation form for explanation of this right. DmuSigned by: &*, LLn 04/01/22 135 Laur�aer'y Date .............. Document.24 FL Page 7 of 10 DocuSign Envelope ID: BD3FFF93-2500-40CA-88CD-FCE7E997E263 THIS IS A COPY The Authoritative Copy of this record is held at na2.d63mmign,net momentum SOLAR Notice of Cancellation You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. If you cancel, any property traded in, any payments made by you under the contract or sale, and any negotiable instrument executed by you will be returned within TEN BUSINESS DAYS following recei by the seller of your cancellation notice, and any security interest arising out of the transaction will b cancelled. A"5111' If you cancel, you must make available to the seller at your residence, in substantially as when received, any goods delivered to you under this contract or sale, or you may, comply with the instructions of the seller regarding the return shipment of the qp6iis at expense and risk. t AL Docurnent.24 FL Page 8 of 10 ,13ocuSigg Envelope ID: BD3FFF93-2500-40CA-88CD-FCE7E997E263 THIS IS A COPY The Authoritative Copy of this record is heid at naIdoct.rs�gn.nef momentum SOLAR Notice of Cancellation You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. If you cancel, you must make available to the seller at your residence, in substantially as when received, any goods delivered to you under this contract or sale, or you " ,, ay comply with the instructions of the seller regarding the return shipment of theg' & ai expense and risk. 0 66 so** W W . . HMMEEM Docurnent.24 FL Page 9 of 10 Do cuSigQ Envelope ID: BD3FFF93-2500-40CA-88CD-FCE7E997E263 THIS IS A COPY The Authoritative Copy of this record is held at naZdocusign.net momentum SOLAR Attachment I Mandatory Liability Insurance Obligation The Florida Public Service Commission, pursuant to Section 120.54, Florida Statutes, has adopted Rule 25-6.065., Florida Administrative Code, relating to interconnection and net metering of customer -owned renewable generation. Section (5)(e) requires that the owner of a Tier 2 renewable generation •system have general liability insurance for personal and property damage of $1 million. A Tier 2 renewable generation system is one that is 11.76 kW (dc) or 10.0 kW(ac) or larger. Vj 1• 14101111 1 1 1 111, - low, 11 U-1 ImIjuslagol 1141W# MWAVIV #T=- - 51-911"INRAW, oil 11, 11 system. NNINUM111604 WON •I Document.24 FL Page 10 of 10 '-insur is $1 million if it can cover a potential $1 million obligation. Lo 0 INSTR#2022088523OR BK10596 PG2305 Page 1 of 1 S/H 04/20/2022 12:20 PM Rcpt: 2445274 Rec: 10.00 DS: 0.00 IT: 000 Nikki Alvarez j -Sowles, Esq., Pasco County Clerk & Comptroller Permit Number: Folio/Parcel ID #: 32-25-21-0040-01500-0120 Prepared by: MOMENTUM SOLAR / KYLA KEEN 6210 Hoffner Ave. Ste 100 Orlando FL 32822 Return to: -- MENTUM SOLAR —f�21 Orlando FL 32822 NOTICE OF COMMENCEMENT State of Florida, County of -PASCO The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) SILVERADO RANCH SUBDIVISION PHASE 10A PB 80 PG 107 BLOCK 15 LOT 12/7226 STEER BLADE DR 2. General description of improvement INSTALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP 3. Owner information or Lessee information if the Lessee contracted for the improvement Name LAURA CHERY Address 7226 STEER BLADE DR ZIEPHYRRICIS-'r Interest in Property OWNER Name and address of fee simple titleholder (if different from Owner listed above) Address 4. Contractor Name MOMENTUM SOLAR .—,Telephone Number 321-247-6073 Address_62io Hoffner Ave Ste. u,0 5, Surety (if applicable, a copy of the payment bond is attached) Name N/A .—,Telephone Number Address Amount of Bond $ 6. Lender Name— NA —Telephone Number Address,7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713-13(1)(a)7, Florida Statutes, Name N/A Telephone Number___ Address 8, In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes, Name — NIA -,Telephone Number Address 9. Expiration date of notice of commencement (the expiration date will be 1 year from the —date of recording unless a different date is specified) 10/20/2022 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713-13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH Y LE R R AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER lure of (70 LE Less e. or Owner's or Lessee's Authorized Officer/DirectorlPartni3r/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me by means of [A physical presence or online notarization, this 20 day of 04/2022 by LAURA CHERY month ,7r name of person as OWNER for Tyre tf qGtDy: ow—jk)Dfqcer, tcofee, attorney in fact Name of party on behalf of whom instrument was executed ELIZABETH BRANNACK Print, type, or stamp commissioned name of Notary Public Persofially Known OR Produced ID X Type of ID Produced DRIVERS LICENSE NotArY Public State of Florida Elizabeth Brannack Form content revised: 61;011/20 My Cc rmlesion I Ew t1244024 A. Daniel W. Dunzl*k Architect LEER -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesignCaDcomeast.net April 8, 2022 Re: Proposed Photovoltaic Solar Panel Installation Laura Chery 7226 STEER BLADE DR ZEPHYRHILLS, FL 33541 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 23' 8" with a top chord length of 25' 8" with intermediate supports at 1/3rd points, making the effective longest span equals 8' 8" with 1/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf. overall to the roof. The existing structure is sufficient to support the new loads associated with the additional weight & wind resistance. 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 T)Te: Shingle Fastener Max Spacing (in.) Attachment System: "ROOFTECH"g "RT MINI 11" & "EcoFasten" Click Fitg, Attachement Systems Wind Zone I Wind Zone 2 Wind Zone 3 Fastener Info: min. 5/16" x 4" long stainless -steel lags with a min. 48 32 32 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, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 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. le PF . 'P, 0 Daniel W. Dunzik, PA. LEED-AP X FL. Lie. No, AR98795 Ijaniel W. Dunzl*k Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign*comcast.net April 8, 2022 Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-16 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 7-16, Equation 29.4-7 Using an effective wind area of 10 SF, external pressure coefficient from Figure 3 0.3-A-1 Zone I = -36.5 psf Roof Slope = 23 degrees Roof Mean Height = 15 ft Zone 2 = -47.4 psf Basic Wind Speed = 140 mph Zone 3 = -54.7 psf Exposure = B Per section 2.4.1, ASD combo = D + 0.6W: Zone I = 2.6 psf + 0.6(-36.5 psf) = -19.3 psf Zone 2 = 2.6 psf + 0.6(-47.4 psf) = -25.8 psf Zone 3 = 2.6 psf + 0.6(-54,7 psf) = -30.2 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 I = 48" o.c. max Zone I = (48" o.c. max)A 2 144 = 16 SF Zone 2 = 32" o.c. max Zone 2 = (32" o.c. maX)A 2 l 144 = 7.11 SF Zone 3 = 32" o.c. max Zone 3 = (32" o.c. max)A2 144 = 7.11 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 19.3 psf x 16 SF = 309 lb < W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS) Zone 2 = 25.8 psf x 7.11 SF = 183 lb < WI, OK Ct = I (Table 2.3.3, 2015 NDS) Zone 3 = 30.2 psf x 7.11 SF = 215 lb < WI, OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in. xl.6 x I = 1276.8 lb I-II M= BREAKING THE 20% EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9 %. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new "Quality Controlled PV" of the Independent certification institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti RID Technology', Hot -Spot Protect and Traceable Quality Tra.QTM. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for ii high snow (5400Pa) and wind loads (4000Pe). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. APT test conditions according to IEC/TS 62804-1:2015, method A (-1500V, 96h) 'See data sheet on rear for further information. THE IDEAL SOLUTION FOR: 69 Rooftop arrays on residential buildings Engineered in Germany OCIELLS MECHANICAL SPECIF'ICATION 1717mm x 1045mm x 32mm (including frame) 19.9 kq tn7aaa ms- 3,2mm thermally pro -stressed glass with anti -reflection technology Composite film Black anodised aluminium oazsmm 6 x 20 monocrystalline Q,ANTUM solar half cells ju_ C 53-101mm x 32-60mm x 15-18 mm Protection class IP67, with bypass diodes 4MM2 Solarcable, (+) �!1150mm, (-)�:1150mrn StAutill MC4; IP68 (Miik.Ar a, nrav„ae ELECTRICAL CHARACTERISTICS POWER CLASS 360 365 360 366 370 A - -- --- ----- ---- --- --- ----- --- --- ------- ---- ---------- -- ----- S T - 0 N ,,;, S- --1 C, E R ----- �`>11_ UP,", IN C, F 5\,\1 0 W PmPP [W) 350 355 360 365 370 ------ - -------- Irc [A) -- 10,97 11,00 11.04 11,07 11.10 - ---------- ---------- ---- V11 [VI 41.11 41.14 - ----- 41.18 41.21 41.24 -- --------- -------------- --- I- [A] 10.37 .. . ........ 10.43 ...... 10.49 10.56 10.62 V." IV) 3336 34.03 34.31 34.58 34.84 I'l P&I a19.5 19.8 -------- . ........ .... t20.1 ------ - -- ------ ---------------- ?20.3 - ------ _ a20,6 `: 1i.,i V J, P IE'RA,` ONG �0 N I N,,, 10� P-1 [W) 262.6 266.3 - ---- 270.1 - -------- 273.8 2776 .... .. . ... ---------- 1___1____1 [A] --- -- --------- --- ----------- --- -------------- 8,84 --- - ---- 887 . .... 8,89 8.92 8.96 V IV] 38.77 38.80 38.83 38.86 38.90 ... ... .. ... .... , .......... . . .. .. .. . ........ . ............. . ....... Im., [A] - - -------- 8.14 ... ................. --- ---------- . .. . ........... ..... .......... 8.20 . ..... 8.26 --------- - ___ 8.31 - ------------ - - 837 IV] 32.24 32.48 32.71 32.94 33.17 'Measurement tolerances P,,pp t3%; Is,,; V_ t5% - -------------- ---- - ----- --------- -------- ------- I—, --- - ------ ------------ _ --------- - at STCi 1000W/ml, 25t2'C, AM 1.5 according to IEC 60904-3. _800W/M2. NMOT, spectrum AM 15 ------- . ...... 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98% of nominal power dur- ing first year. Thereafter max. 0.5 % degradation per year. At least 9315% of nominal power up to 10 years. At least 86 % of nominal power up to 25 years. All data within measurement toler- ances. Full warranties In accordance with the warranty terms of the Q CELLS sales organisation of your respective country. uO - - - - - - 00 UM' Typical module performance under low irradiance conditions in comparison to STC conditions (25'C, 1000W/mj, TEMPERATURE COEFFICIENTS [%/Kl +0,04 Cl*ofbc,cmt w V, (%/KI -0.27 -- -- --- - -- ---------- -------- ---- ---- - --- -------------- - ----- - ------- ------------------- --------- [%/Kl -0+34 N"v�� ope,aiin,', lomoe,aw NMOT 43*3 y 11C] PROPERTIES FOR SYSTEM DESIGN ............... . .. .. _ ............... ------- ----- ........... . ..................... . .... ..... ------- -------- V IV) 1000 Class 11 . ........... .. ...... .......... .......... ... . ... . ....... . ....... --- -------------- - -------- -_ ------ - ------ ---------- ------- 11111111111--l- --- ------- ---------------- - ----- ----- [A] 20 C /TYPE 2 M"z," �:, !, [Pa] 3600/2660 -40 *C - +85'C ---------- ---------- --- -- -- -- -- ------ ----------- ------------ [Pa] 5400/4000 ---- - - ----- -------- - - - ------- QUALIFICATIONS AND CERTIFICATES Quality Controlled PV - TOV Rheinland; IEC 61215:2016; IEC 111112111, This data sheet eanx,_s with DIN EN 50380 C E QCPV Certification ongoing. lo 1111-277 Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved Installation and use of this product Hanwha 0 CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Woffen, Germany I TEL +49 (0)3494 66 99-234441 FAX +49 (0)3494 66 99-23000 1 EMAIL seles@q-colls.com I WES www.q-cetts.com Engineered in Germany Q%MULS Sheet Enphase Microinverters ICr an,,, Itki'Dii, 7 + h ' i I " 4111, 1 c r oi n vtt',Nmi - it-e , i To learn more about Enphase offerings, visit enphasecom The high-powered smart grid -ready IQ 7 Micro" and Enphase IQ 7-!', Micro" 2chleving the highest system efficiency. Part of the Enphase IQ System, the 10 7 and IQ 7+ Micminverters integrate with the Enphase IQ EnvoyEnphase IQ Batteryand the Enphase Enlightenmonitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and enabling Enphase to provide an industry -leading warranty of up to 25 years. • Lightweight and simple Faster Installationwithtmoroved It h t WIRMIF ".. 17U0 M*Er=- I . a W77T,9411= WMIn 771-7737MA4.i 4tam* V IFNMM-196 More than a million hours of testing Class Ildouble-insulated enclosure UL listed �W- T frequency ride -through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) ENPHASE 1%10 ",Q 7 and IQ T+ Microinverters WPUT DATA QV� W56070S 1 M700 B, US "x' "' A" - "', - 56 C9 PV —06 As OH, bOnel anc 72W PV rnomM, coon-! 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PEATURES anil RMS aphonn nquke WWWOon at ar Ens"sp ly) Fnmy q* AP wr DC um,woors i.wE. nwn pvamo,;,ZQ'r' 1"iR by i;l- ll< "'n "'he loac-breaK TS owned reqonc by NEI 59"': :wmy- A 1, A AN&KA-72TY FA) 1071 3' F N 4 om our, s i R 1 wed n AM A W Mw 0 =,n Fqu ipnn',en, and,11 c.mdarm F, v�', ith, NEC 1 NEC 2117 onobn E90 it ard 022 iW315 Pula 64018 Rapd ShuWown of FV We= W M',' Inuoud aimad"; MWONOMW S wvqmbw'� nf" 0 0 MIN N cm"W" a ne, � snh r On ana To My n -or AM jjt er� phase, E N P VIV A "S E 02018 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. 2W &05 24 E N_ nphase IQ Combiner 3 (X-IQ-AM1 -240-3) LISTED I o learn r1ore about Enphase offerings, visill enphase.com T En�pha'sze IQ Combiner 3" with Fnphase IQ Fr,lvc,y ..,,onscl: dates irterconnecilon ec,,,"1;)-n'ien' ir to a single e,-H-,10SLjre and ,:�t,c�,imlineq FIV ar"d storage installations by �)-o%�iding a ._,,crs�:ste,,nt, pre-wi,-aa solution flo, !T, offers uo to fouir 2_,o!e knlput cirCLJtS and -aton, BR series Smart Includes IQ Envoy for communication and control • Flexible networking supports Wi-Fi, Ethernet, or cellular Optional AC receptacle available for PLC bridge Provides production metering and optional consumption monitoring M, Reduced size from previous combiner Centered mounting brackets support single stud mounting Supports back and side conduit entry W�� ti, ftyr 2-X*lt lraneN circ�,iltsl*r 246 VA* plug-in breakers (not Included) 80 A total PV or storage branch circuits 120- =74 A Durable NRTL-certified NEMA type 3R enclosure Five-year warranty UL listed ""% ENPHASE %-.0f a Enphase IQ Combiner 3 N1 'D E L N Ut'ril B E R Mm"Tus 40 AM "Nn ACCESSORIES W REPLACEPAENT PARTS Ewhny No No sunmo, CELWWAI 03 (4G l2near dwa plart' FELLMODHIM A; 00 5WOW dOa n6r) SPINKAYAl kv :40 band LYE 51, 5 vew cow §W1 , � CT — �irllmuo: V— CVN9 smi1 KMA oww'- "K CA ) 2AW RJJKWWW411': BRK20A 2P ll,: LFL. ,' XA PlAl 120 XK ENV PCBA,� MACTRTAL SPECWICATIONS Ewan W"enn bwbv,mw� Yoa,,x toulr(W owny ww"s �n w 1"m Wage! -j- "wo Q Can0nu 3 MT RvWse 6 Enwy" wasi: cocO bowd or mugmted mvenae Wne OV pwawton mmean (ANI C1210 r,r_ 0 Y/0 and op)ianil-, ,,onsumplion monntoring +i- 2,5%�, )'Wq wW phy admUmi gmde cWw mcinni wth W ph, 0 "sWuns up to 60 mrKm=ms Wa0ble In do UT Cawdx Mmmo WMAmm W To M V. i, mcs: wwm TONS adewwn MAW sn", M he "tauvw am j, Sphl aye CUrrarl ya.fMmWa; embn shc1c mctilring, , 2.5-/, S upootu--ab>n BF",2 � 0, BFh 21t, B rv22), B R23 UFat : r_„ BR2,50, and BR260 Nircuit In, eakers CoW Waken 2 pot, 13k Eaton BR2 10 Wcu" Wker, 'Ont. 22A, Won BR220 %van ow: caner Tor-munwaW undue vaK auorfKv 2 ummmm mceWarw fm Omar Dm Camler in T Combuner 3 (mquwal fu Wt GM I Repowerwrl Q Enw, WUH. cumil hood WGM'w cornh=2 Cm9numscm, 1 14MG VAL 60 H,: ln,� ri `-) v, 110 A Up W On TuM Ealm BR wws Mn WSdGeficrad.,,; i �J.' oGi breake, r a oniy (riot rl�-Aj decd) 6 11 A AUA & TWOW" ,en mWm i 90A wWOQ Wony WAW lWhAed "l0dWt*;, VlMeqng C'T NO A swo we pomilaNd am Wred W 10 Envoy MECHAMMAL DATA 'Amensms (WWW y, x V 5. M 8 un f19 14 14 77 x 6 6T, Helghl is 21 0,5'(53 5 cnnw. ',h mommyt Nzwkw1s) 7 5 kq 06 5 Is", ramp,, 411 0 to 461 G 0401 V) 101 Na'i ral vmnvect�rin,,Nw-, hoin,, -,-hie!,, Fnw"om S-wqmmn"w rym,, QMVM NRn vwnfiea NEN4A tyne, 3R, prv'ycarbonate construction 'Nap swer, 20 A W 50 A bwakeknprom 14 to 4 AY91 coMer condwIlo,s 60 A NeArx hra"h K"V 4 M 1K) AWn mWer cm&nma� Nleull 0yI'd grxind T*ap HOW wCad dn �,kwldlor siv'flq Wwn, 10 7100 "Wins Q362 %f H4TERNETCONNECTJ()N OPTIONS MwqwPd At 902 llayin FVcMS" Wnma BNA CWW Or CW M Q P Et emo We YotinclMo.,,.' WVW� CAMnIZEUMOOKK D 1 (jW w CELLMODEM 193 (4G',,, a, CELLNICDEM-Ml OG basec, -TE-M) mot 1WIMIC) CONIPLIANCE IT SANWA C22 2 Nc 107! 47 MR "wt W Cmaa 1 TFS M-, metormg ANSI 012 21 accunaw dass ab (PV pro"eton) mmyom e ELM w, A WWAAWSAU2 No TMO-7 S'WWWAM KnWW SWMn SMMV� Fa Qxr; mnm ahow FqOhaw onerECG ign wsd enphasexonn 0 MM Bv%n Dmp All mwwk NWWMWK M xwds 0 T s dwurmm are mg swred by _heir Tswc& owner ENPHASE 20 &W 3 mounting any rail system with . conventional i• Dual bolt design.- M8 or 5/16 s Easy tapping :. lt Call Now for • _ details i • 06 Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) Components Dimensions RT2-00-MINIBK PAT - PEVD11JG *ptional item 5 x 60mm Mounting screw (RT2-04-SD5-60): 100 ea./Bag 5/16" Hex bolt, washer & nut set (RT-04-BN30SL-US): 100 ea./Bag RT-Butyl (RT2-04-BUTYLT) : 10 Box RT-Butyl is Roof Tech's flexible flashing used in 700,000 residential Phi systems for the last 24 years. It is the first PV mounting system with Flexible Flashing certified by the IM Metal Flashing Retrofit Flexible Flashing 1�=I� 100% Waterproof z 0 0 31/2 (90) F 2 (50) 0 0 F--7 Rafter installation Deck installation am, FLORIDA BUILDING CODE COMPLIANCE Questions often arise in The solar industry asho the requirements for installing solar mounting systems in Dade and Broward counties and throughout the rest of the Florida, Outlined below are the four requirements to comply with the 2020 Florida Building Code. The first three requirements are necessary for solar racking systems, while the fourth isspecific to solar roof attachments. The fifth item, Florida -specific testing, is optional for installation. � Racking UL27O3(Supplied bvEcoFasten) 0 &Yodu/esL/L27D��rUL627�D/�eernn�u/ernonuf�c�urcr��bsi�� l27CE/U1��D/o��ro�n�bzrn��/�/&cccnc�b�ns�r�s�urc/0r�r0��t[s2erno�u/�nnonu/�c�o�r /ns�o//o�/onrnonuo/ord��osh�e� rnodu/e nnccts con�/bons/oodrm�/n� mr�xc�ed th2 s/�e � Florida PEstamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten) Waterproofing/Flashing per NRCA & FRSA/TR1 (Florida) guidelines (Supplied by EcoFasten, when ,� Florida Product Approval � Miami Dade NOA � Water Seal Testing: TAS10O(A)kequired/orHvHZFlorida Product Approval orMiami Dade N0A/ ��N��N� ��For Installers, By Installers, eooFagen | Page 2 EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-11 and Q13-1 as shown below. GF-1 GF-10 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an EcoFasten compression bracket, a watertight seal is created, maintaining the integrity of the roof. 0 3012010 - GF-1 FLASHING GLV BLK 8x12" 0 3012011-GF-1 FLASHING GLVMLL8Xl2" V =- � ClickFit L-Foot Cdoacitv R--ort 07.29.2021 � GF-1 Installation Manual Florida 08.11.2021 v2.0 ,�',IcoFasten, For Instatters By Installers, EcoFasten I Page 3 QB-1 uses a super strong base that can be used on composition shingle, tile, shake, slate, metal shingle, and low slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can • installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. • 0 3017010 - QB-1 BASE AL 0 3017011 - • POST AL MLL 4.5" 0 3017012 - QB-1 '• AL MLL 6.5" 0 3017013 - QB-1 FLASHING AL MLL 12X12" 0 3017014 - • FLASHING AL MLL 18X18" 0 3017015 - is EPDM COLLAR BLK 1.25" k I QQEB:-11 Stet Florida Cert cqtion Letter 0729,2021 QB-1 Installation Manual 04,09,2021 v1.0 EcoFasten. For Installers. By Installers, EcoFasten I Page 4 CU'UNIT" ClickFit' is one of the fastest installing rail -based systems in the industry. With its click -in rail assembly, the rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools. The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity. • * 2012021 - CF STID RAIL IVILL AL 14F] * 2012025-CFSTDRAILALMLL171 ClickFit UL 2703 Certification for Permit Packets ClickFit UL 2ZQ2 Approved Installation Manual Version 07.06.2021 v2.5 ClickFit UL 2703 ADoroved Addendum 06,07.2021 v1.1 � ClickFit Master Letter Corti Lication 04.15,2021 , � 1111 111 "JIMAND EcoFasten. For Instatters, By Installers, EcoFasten I Page 5 GF-1 CUT SHEETS �79 1 LASING GLV NIL 810 L 4 WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten I Page 6 -------- , -- ------------------- ---- -_ ----- - - STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten, For Instatters By Instatters. EcoFasten I Page 7 STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten I Page 8 - - --------- " 3017014 QB-1 FLASHING AL MLL 18X18" WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 "',-EcoFasten, ,VA For Instatters, By Instatters I t Ecol'asten I Page 9 CLICKFIT CUT SHEETS C- VNIV L-FOOTMLL F n22, STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 UL 2703 Conforms to UL 2703 Mechanical & Bonding requirements. See EcoFasten ClickFit Installation Manual for full ratings. EcoFasten I Page 10 Listed below is the documentation you will need to provide to your AHJ for permitting approval. Click on the link to download file, ClickFit UL2703Annroved lnstollation Manual Version 0706.2021 v2.5 ClickFit UL 2703 AnDroved Addendum 06.07.2021 v1.1 ClickFit L-Foot Conacity R--ort 07.29.2021 ClickFit Master Letter Certi ication 04,15.2021 GF-1 Installation Manual Florida 08.11.2021 v2.0 _QE-1 State oLFlorida Certifcation Letter 07,29.2021 ClickFit UL 441 Rain R!2port 03.1 7.2021 CIF-1 Installation Manual Florida 08.11.2021 v2.0 5-1 Installation Manual04..2022 v1, 2012021 - CF STD RAIL MLL AL 14FT Cut Sheet 2012022 - CF UNIV L-FOOT MLL 3" Cut Sheet 2012025 - CF STO RAIL AL MLL 171.5" Cut Sheet 3012010 - GF-1 FLASHING GLV BLK 8x12" Cut Sheet 3012011 - GF-1 FLASHING GLV MLL 8X12" Cut Sheet 3017010- )B-1 BASE AL Cut Sheet 3017011 - r)B-1 POSTAL MLL 4.5" Cut Sheet o, 3017012 - 08-1 POSTAL MLL 6.5" Cut Sheet 3017013 - !B-1 FLASHING AL MLL 12X12 " Cut Sheet r 3017014 - r)0-1 FLASHING AL MLL 18X18" Cut Sheet 3017015 0-1 EPDM COLLAR BLK 1.25" Cut Sheet V`11A,v EcoFosten, For Instatters, By Instattem 0 Orto art EcoFasten I Page 12 PER MODULE INSTALLATION MANUAL MM � 1&4wjlq;nlw.*j 1ZT*mjw:mW 1.57 [40.0] 4141 W Van Buren St. Ste 2 Phoenix, AZ 85009 gubject: Engineering Certification for the State of Florida PZSE, Inc. — Structural Engineers has provided engineering and span tables for the EcoFasten - ClickFit System, as presented PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - ClickFit System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: I Building Codes: 1. 2B2BFlorida Building Code, byFlorida Building Commission 2. 4S[E/SB7'16, Minimum Design Loads for Buildings and Other Structures, byAmerican Society ofCivil Engineers 3. 2010International Building Code, byInternational Code Council, Inc. 4. ZU1@International Residential Code, byInternational Code Council, Inc. S. AC42Q,Acceptance Criteria for Modular Framing Systems Used toSupport Photovoltaic (PV)Panels, November 1,20I2by|CC-ES 6. Aluminum Design Manual %O1S, byThe Aluminum Association, Inc. [ ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category || Seismic Design Category =A-G Exposure Category = B, C & D DIGITALLY SIGNED Basic Wind Speed (u|t|mate)per ASCE7-18=9Umph to18O mph0%%111111111111 Ground Snow Load =Dtn6O(pwf) 0.73522 This letter certifies that the loading criteria and design basis for the EomFasten-C|ickFitSystem Span Tables are - incompliance with the above codes. Ifyou have any questions onthe a.dq not hesitate to call. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL Prepared by: PZ3E Inc. —Structural Engineers PRINTED COPIES OF THIS DOCUMENT AREE NOT CONSIDERED SlIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, l478Stone Point Drive, Suite l9O. Roseville, CA95661 r 916.9613980 p 976961.3965 v« vvvvw.pze.conn Ntr(� 07-ME01mi EcoFasten Solar LLC Phoenix, AZ 85009 TEL: (877) 859-3947 Re: Report # 2019-11325HG5.01 Engineering Certification for the EcoFasten Solar LLC ClickFit - Rail System for Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data, and analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comply with the following codes: 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16 2. 2018 International Building Code, by the International Code Council, Inc. 3. 2018 International Residential Code, by the 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. Design Criteria: Ground Snow Load = 0 - 60 (psf) Basic Wind Speed = 90 - 180 (mph) Roof Mean Height = 0 - 30 (ft) Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 600 (degrees) Exposure Category = B, C & D Rail: The evaluation of the ClickFit System Rail p/n 2012021 (450124, REV X03), made with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksi. Cantilever: Maximum cantilever length is L/3, where 'T" is the span noted in the Spar Tables, provided at least 1 module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961 .3960 916.961.3965 www.pzse.com Ntr(� &Vr T' Clearance: 2" to 10" clear from the top of the roof to the top of the PV panel. Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed • installation. PV Module Size: 60-Cell PV Panel max dimension is 68.5". 72-Cell PV Panel max dimension is 80.4". nstallation Orientation: Landscape (L) - PV Panel long dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the short side. Portrait (P) - PV Panel short dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the long side. Roof Zones — Enclosed and Partially Enclosed Gable Roofs, 0 The zones shall be determined using figure 30.3-2A of ASCE 7-16. See Figure 1- M 05-7, r �A-00' 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www,pzse.com 9M 7 LE Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 7* < 05 60 *: The Edge Zone, "a," shall be determined using figure 30.3-213 to figure 30.3-2D of ASCE 7-16, for Gable roofs. The Edge Zone, "a," shall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs. Interior Zone 1 span shall be the minimum of 1 and 1' (See ClickFit System Rail Span Chart). Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClickFit System Rail Span Chart). See Figure 2. CORNER ZONE (3 SEE DETAIL ED MOUNT LOCATION z RIDGE CORNER ZONE (i�) SEE DETAIL FdK' MOUNT LOCATION GABLE EDGE ZONE Algoma= EDGE ZONE INTERIOR ZONE EDGE ZONE (4, ----------- INTERIOR ZONE (1) M V OR 3'-0* MIN If- - -� INTERI I ZONE i .......... ... .. WALL EDGE OF ROOF Figure 2: Roof Zones, Gable and Hip Roofs, 70 < 0!5 450 HIP wt 3'CORNER ZONE E DETAIL FOR MOUNT LOCATION Panel with Support Mounts in Multiple Roof 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. Notes: 1) Tables are determined for Rail and 1-foot only and does not include roof capacity check. 2) Risk Category 11 per ASCE 7-16. 3) Topographic factor, kzt is 1.0. 4) Average parapet height is 0.0 ft. 5) Wind speeds are I -RFD values. 6) Attachment spacing(s) apply to a seismic design category E or less. Panel Array Edge: Edge" spans that apply to an array layout. See figure 3. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com 41M P Ntr(VP0 NON EXPOSED ARRAY ------------- d, d' o EXPOSED ARRAY EDGE 1.51, TYP Nr— ROW OF SOLAR' PANELS 6 1 MHOMMEM IMEERMEM= Design Responsibility: required by the authority having jurisdiction. In all cases, these tables should be used under the direction of • professional with sufficient structural engineering knowledge and experience to be able to: Evaluate whether these tables apply to the project, and I This letter certifies that the Ecol'asten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. This certification excludes 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. Structures will require additional knowledge of the building and are outside the scope of the certification of this racking system. Mill iiiiiii�ili�ll�ilill�illi� MITIMS Ffl�_ -Mll Prepared • PZSE, Inc. —Structural Engineers Roseville 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www,pzse.com gpp P Ntr(� &VrS' Table of Contents Item.................................................................................................................................................... Page # Span Tables for Flush -Mount CickFit System on 0-30 as Roof, 60-Cell Modules - Portrait ................................... 6 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 72-Cell Modules - Portrait ......................... 14 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60-Cell & 72-Cell Modules - Landscape ...... 22 Appendix A: Ecofasten ClickFit Cut Sheets ........................................................................................................................... 4 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 , www.pzse.com 5 Of 31 P Ntr(� &VrS' Table of Contents Item.................................................................................................................................................... Page # Span Tables for Flush -Mount CickFit System on 0-30 as Roof, 60-Cell Modules - Portrait ................................... 6 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 72-Cell Modules - Portrait ......................... 14 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60-Cell & 72-Cell Modules - Landscape ...... 22 Appendix A: Ecofasten ClickFit Cut Sheets ........................................................................................................................... 4 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 , www.pzse.com 5 Of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof L-Foot 60-Cell Ground E. Wind Speed 90 ph 95 mph ,,, 100'h 105 mph mph _— 115 mph 120 mph Snout d Category P-1 ar,& R..f Z 1 2e 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, V 1 2e 2, 2n 3e k V 1 2e 2, 2n Ig 3, 11 1 2e 2, 2a 3e 3, V 1 2e 2, 2n 3e 3, 11 1 2e 2r 2,, 3, 3, ow7 Array M M M 86 86 82 92 86 N W BE as 78 78 86 86 85 85 $5 76 76 86 86 82 82 U 73 73 86 N W SO W 70 70 N 86 77 77 77 az 68 86 83 75 75 75 66 66 A,," Edge M N n n 79 70 70 N 85 76 76 76 68 as 86 92 73 73 73 65 65 86 79 71 71 71 63 63 W Tr 69 69 69 61 61 86 74 66 66 66 59 59 96 72 . 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W . 55 Ito 20 74 ;8 4 74 64 6A EA 0 71 6 E 6 5 6 68 E 59 59 54 66 6: 56 56 :2 64 Ed 64 53 53 53 48 62 62 62 51 51 'I . 0 so W W 49 49 49 44 A"., J-6o, 79 79 79 79 79 79 76 799 7 79 76 76 76 74 79 7 7 73 71 73 7 79 79 79 70 70 70 EA 79 79 68 U U 66 79 79 79 66 66 66 64 77 77 77 " 64 64 15 Pf c 201.27 Amy Edge 79 79 79 ES 68 68 EA 7 7: 79 65 65 65 64 76 7: 7: . 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As 49 49 43 43 43 43 43 11 of 31 Maximum Rail Spans (Inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot -- 60-Cell Ground E-n, Wind Speed 90 mph 95 mph too mph— UIS mph 110 mph 115 mph— 120 mph Snow Load Cate panel Angle an 3, 11 1 2e 2, 2n 3e 3r 11 1 2, 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, 1' I Ze 2, 2n 3e 3, 1' 1 2e 2, 2n 3e 3, V 1 2e 2, 20 3e 3, A,," 1—jo, 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 01.7 Array Edge 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 61 61 62 62 62 62 62 59 59 62 62 U 62 62 56 56 Array Interior 64 64 64 64 64 64 64 " 64 64 6,1 64 64 64 " " 64 " 64 . 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" 64 " 64 64 &1 64 64 64 6,1 64 Ed 63 64 64 64 64 " " 0 " 62 62 62 ss 64 64 64 60 60 60 55 " U "' " 'a " " 64 64 ' ' " " 7,.20 A,,4 Edge 64 64 64 60 60 60 55 R 6,1 57 57 57 52 . . . 54 54 91 49 62 62 62 52 51 51 47 W 60 49 49 49 " 58 58 1: 47 47 47 42 11 11 " 55 4: 45 45 41 Army interior 66 66 66 66 66 66 66 66 66 66 % 66 66 611 66 6fi 66 66 66 66 66 66 66 66 66 66 N 66 64 6,$ 6,$ 62 66 66 ; 62 Gj 62 0 66 66 66 W 60 60 58 D 20.27 Array Edge 66 66 64 64 64 62 66 66 66 62 62 62 0 66 66 66 59 59 :6 59 7 66 66 66 56 :6 6 56 54 % 66 66 54 54 54 52 64 64 64 51 51 51 49 63 63 63 49 49 49 47 Array interior 77 77 7772 77 74 TF 77 77 77 77 77 7 77 77 77 77 77 74 68 74 74 74 74 74 7 66 72 72 72 72 72 69 69 69 0 69 69 62 67 67 67 67 67 65 0 65 27.45 Array Edge 72 ;2 72 69 64 69 69 69 fig 69 66 61 66 6666 66 66 64 59 64 6464 64 6462 56 62 62 62 62 62 60 53 60 60 60 W ED :7 7 51 57 58 58 58 58 55 49 55 d,,e, reted., 90 go 90 go 0 go go 90 90 86 M 86 86 96 87 a 83 83 93 83 8 95 95 W W N N 90 83 93 78 78 78 78 7: W W 75 75 75 75 79 79 73 73 73 73 73 45.60 ArmyEdge 82 92 78 78 78 78 7' K M N , , 75 75 77 72 72 72 72 72 75 75 70 70 70 70 70 73 73 68 68 68 68 6 71 71 66 66 % 66 66 69 69 64 Ed 64 64 "1 on— 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 5: 55 5 5 5: 55 55 55 SS 0.7 �I.y Edge 55 55 55 55 55 55 :55 55 55 55 55 55 55 55 55 55 5: 55 5 55 55 55 55 ': 1 11 :1 1' N N " " 55 5 55 :55 55 :5 5 55 5: :55 5: 55 :55 5 55 55 55 55 Array interior 58 58 58 5 58 5: 58 58 so M 58 5 5 5 5 58 Is I 8 Is le 58 58 SS 56 58 58 58 58 58 58 58 58 59 58 58 g g 's 7.20 Iney Edge 58 sit 58 ': 58 5 56 58 58 58 58 58 58 :: 5: 5: 5: 5: 58 58 58 Eg 58 58 58 58 58 1. 58 58 58 58 55 a 58 58 58 " All" Intend, 61 61 61 61 61 1 2 6 61 61 61 61 61 61 61 1 1 6 61 6 1 11 1 1 1 6 1 1 6 11 11 11 61 11 6 11 11 11 61 61 20.27 Array Edge fil 61 61 61 61 :1 :1 1 :1 E, 11 :,1 :1 :,1 61 E, 61 61 61 61 :1 :11 :1 :�I 61 . 61 11 E :1 61 :1 61 61 61 61 61 61 :,1 61 61 61 61 61 Gj Array intend, 71 71 7' 7' 1 7' 1 ' 71 71 71 71 71 71 71 71 711 7,1 7 71 71 71 71 71 71 191 11 791 71 71 7 71 71 27 to 45 A,,., Edge 71 7 1 ;11 71, 7� ;� 71 ;� ;I 7t 71 71 71 !1 ;1 1 71 71 ;1 1 71 ;1 ;1 1 1 7 ;11 ;11 ;1 ;11 ;1 , , 71 7� 71 71 71 66 ;1 1 ;1 1 ;11 ;1 71 1 6 64 6 70 ;1 0 70 ;1 0 67 62 67 Interior 90 90 90 g() 90 90 go go go N go 90 96 go go go go go go M go 90 90 90 90 90 go 96 90 90 90 90 90 90 90 90 96 90 90 N 90 90 0 8 a 8 8876 "' 45.0 Array Edge 90 9,D 90 90 90 W 90 go 90 90 90 90 90 w go 90 BE 86 N 96 86 87 87 83 83 83 83 83 85 85 81 81 81 82 8193 83 78 78: 78 78 78 82 :1 7: 7: 7: 76 Army interior 55 55 55 11 51 1 11 15 11 11 15 55 55 55 55 55 55 55 55 55 55 55 55 5 55 55 55 55 55 55 55 55 55 0.7 11., Ed.e 55 :: 5 55 55 :1 5 55 :1 5 55 55 55 55 55 55 55 55 SS 55 55 55 :5 5 5`1 SI :5 5 55 55 55 :5 5 52 :5 2 55 :5 5 :: 55 55 49 49 55 55 SS :5 5 55 47 47 —Y interior. 59 5E, S3 58 58 59 58 59 58 58 59 59 58 58 58 58 58 58 Sil Sil 58 58 53 58 5858 58 58 59 59 5" 58 5858 58 58 58 59 58 58 57 58 58 58 58 58 58 55 72o2D A,,,,yfdSe 58 58 58 58 58 58 58 58 58 5858 58 58 56 58 58 58 58 58 58 54 58 58 58 56 56 56 51 58 58 53 53 53 48 58 58 58 51 :8 1 51 46 58 58 58 49 49 49 " Are, interior 61 61 fil 61 61 61 61 61 61 61 61 6k 61 61 61 61 61 6i 61 61 61 61 61 61 61 61 61 61 _59 61 61 61 61 61 61 61 11 61 61 61 fil 61 61 63 61 61 61 61 61 6 so Pol 20 to 27 A,n,, Edge 61 62 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 EE, by 61 61 59 59 59 56 61 61 61 BE 56 56 Ed 61 61 61 53 53 53 51 Array Innetc, 71 71 71 71 71 71 71 71 71 71 71 71 11 71 71 71 72 71 71 71 71 71 71 70 71 71 71 71 71 71 6: 71 71 71 71 71 71 66 7 71 71 71 71 69 64 69 27.45 Inn, Edge 71 71 71 71 71 68 771 1 71 71 't 't 70 70 71 Eg 0 Eg 68 68 68 66 61 ss 66 66 66 Ed 5 64 — Ed 64 64 64 62 SG 62 62 62 62 62 60 53 ED Ar,ay interior 9p 90 90 90 90 90 90 N 90 w 90 90 90 90 90 N 99 89 89 89 89 _68 89 8985 W aS 85 95 87 8 93 83 93 gg 85 85 80 80 80 90 N 82 8278 78 78 78 78 45 to do ArrayEdge 87 87 83 83 83 83 83 M int 79 79 79 79 79 81 81 77 77 77 T? 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Load Panel Angle ,,, lone v 1 1, 1, 1, 1, 1, V 1 1, 1, Io 3e -3, V 1 20 2, 20 3e 3, V 1 2e 2, 20 3e 3, V 1 2e 2, 20 3e 3r v 1 2e 2, 20 3, 0 to 7 A"."o-w 62 62 62 62 62 62 62 62 62 62 62 62 59 59 62 62 62 62 62 55 55 62 62 61 61 61 51 51 52 62 57 57 57 48 48 62 62 54 54 4 45 45 Array Edge 62 62 61 61 61 52 52 62 62 57 57 57 48 48 62 61 53 53 53 et . 62 58 49 49 19 42 12 62 54 16 46 . 39 39 62 51 44 44 44 37 37 71.20 A Y'o-to, 64 64 64 64 64 64 ED 64 64 . 61 61 62 56 64 . 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Array I� 71 I 70 70 70 ' 71 1�1 11 11 71 1 11 61 13 71 71 7,1 13 0 61 731 1 71 11 61 19 71 71 5 5 5 56 68 68 68 56 56 56 5 D 20 to 27 Array Edge 71 71 71 61 61 U 1: 70 ;�l ;1 :.7 :�7 :1 E, 67 E7 55 55 55 53 65 65 6 52 :23 2 so 6 63 63 49 49 49 49 6711 61 61 487 487 47 45 59 59 59 45 45 45 443 Interior 78 78 78 78 76 70 7 75 75 75 75 73 67 73 73 73 73 7 70 65 70 70 70 70 70 6 63 EZ 68 68 68 6952 65 6' 61 56 66 66 E3 5813T 64 Ed 64 62 56 62 27.45Array Array 68 68 68Edge EA 65 0 6L 65 65 65 65 63 57 63 63 63 63 63 61 5,4 fit 61 61 61 62 58 58 58 58 S43 55 49 56 56 :: 13 41 53 53 53 53 53 51 45 51 Array tmd. 85 85 85 95 141 11 81 1 91 11 81 81 El 82 3 93 79 789 79 79 79 W W 76 76 76 76 76 78 78 744 74 14 74 71 76 6 7E 72 72 12 7 2 74 74 69 69 69 69 45. W 'o, y Editt, Is 74 " 7 74 74 76 76 71 71 71 71 71 1 73 73 68 6 68 68 68 71 71 66 66 66 66 66 69 69 64 17 . 2 E2 E2 E, 62 65 65 60 60 0 W 60 16 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot -- 72-Cell (P) G,W E,ws,,, Word Speed 130 mph 140 mph 150 mph 160 h 170,,,ph M mph Snow d C-V,, Panel A,,AI, Roof Zone 1 2e 2, 2n le 3, V I 2e 2, 2, 3, 3, 1' 1 2e 2, 2n 3e 3, 11 1 2e 2, 2,, 3e 3, 11 1 2e 2, 2. 3e 3, V 1 2e 2, 2n 3e 3, Array h,tarw, 69 69 67 67 67 59 59 69 69 63 63 63 55 55 69 67 W W W 51 51 69 64 Sb 56 56 47 47 69 61 53 53 53 U 44 69 58 W 50 50 42 42 ..7 "o, Edge 69 . 57 57 57 . 0 69 61 52 52 52 44 44 S 57 49 49 49 41 41 69 53 4b 46 45 38 n 67 W 43 43 43 36 36 64 47 4p 4() 40 32 32 A,., h,te'te, 70 70 70 61 61 62 55 66 66 66 56 56 56 51 63 63 63 52 52 52 " W W W 49 49 49 45 57 57 57 46 46 46 42 Se 54 54 43 43 43 39 7.20 Array Edge 61 61 61 49 49 49 45 56 56 56 46 46 46 42 52 52 52 42 42 42 39 49 49 49 40 40 Q 36 46 " 46 37 37 37 32 43 43 43 35 35 35 29 Arraylnterior 75 75 75 65 65 65 63 74 74 74 61 61 61 59 70 70 70 58 58 58 55 67 67 67 54 54 54 52 64 64 64 51 51 51 49 61 61 61 48 48 48 46 B 20.27 Array Edge 67 67 7 54 54 52 fA 64 5048 61 61 61 47 47 47 45 57 57 57 44 4444 42 53 53 53 41 41 41 39 50 W 50 39 39 39 37 A,,y I— 72 52 72 70 64 70 U 68 U U 66 61 66 65 65 65 65 63 57 63 62 62 62 62 W 54 0 W At) 0 0 57 50 57 56 56 56 56 53 47 53 27.45 -t,y Edge 63 63 63 63 W 54 W 59 59 59 59 56 W % 55 55 55 55 52 As 52 51 51 51 51 49 43 49 48- 48 . 48 . 41 . . . 46 " 43 38 43 Array Interior 82 82 78 78 78 78 78 79 79 74 74 74 74 74 76 76 71 71 71 71 71 73 73 SE 68 68 68 66 70 70 65 65 65 65 65 68 68 62 62 62 62 62 45 to W Array Edge 73 73 68 68 68 68 68 70 70 55 65 65 65 65 67 67 62 62 62 62 62 64 64 58 58 58 58 58 51 61 55 55 55 55 55 59 59 52 52 52 52 52 Army Irrherlor 69 66 59 59 59 49 49 69 62 54 54 54 46 46 69 59 51 51 51 43 43 69 55 47 47 47 40 Q 68 52 44 44 44 37 37 65 49 42 Q 42 35 35 0.7 Array Ed,. 69 % 47 47 47 40 40 AS 51 44 " 44 37 37 65 M 41 41 42 33 33 62 45 38 38 38 29 29 59 42 36 36 36 26 26 55 40 32 32 32 23 23 A,.V fi,-w 62 62 62 51 51 51 46 58 M 58 47 47 47 43 54 54 54 44 44 44 Q 51 51 51 41 41 41 37 48 48 48 39 39 39 35 45 45 45 36 36 36 31 7.20 Array Edge 51 51 51 41 42 42 38 47 47 47 38 n 38 34 44 44 44 36 36 M 29 41 41 41 31 31 31 26 39 39 39 27 27 27 23 36 M 36 24 24 24 w A,., ,- 69 69 69 56 56 56 id 65 65 65 52 52 52 W 62 62 62 48 48 49 46 59 59 59 45 45 45 43 55 55 SS 42 42 42 41 52 52 52 0 Q 40 38 15 P,f c 20 to 27 Artay Edge 59 59 59 45 45 45 44 55 55 55 42 42 42 40 51 51 51 39 39 39 39 49 48 48 37 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 Arraylnterior 64 64 64 64 62 56 62 61 61 61 61 58 52 58 57 57 57 57 54 48 54 53 53 53 53 51 45 51 50 W 50 50 47 42 47 47 47 47 47 45 40 45 27.45 Array Edge 54 59 54 54 51 45 51 ED 50 50 W 47 42 47 46 46 " 46 44 39 44 43 43 43 43 41 37 41 41 41 41 41 M 33 M U 38 39 38 36 29 36 A,,.y I—rio, 74 74 70 70 70 70 70 71 71 66 66 66 56 W 68 68 63 63 63 63 63 65 65 60 60 60 60 60 63 63 57 57 57 57 57 W W 54 5e 54 54 54 45 to W Array Edge IiG 66 W 0 W W W 62 62 56 56 56 56 56 59 59 52 52 52 52 52 56 % 49 49 49 49 49 52 52 46 46 As 46 45 49 e9 43 43 43 43 43 Array I—ro, 69 62 54 54 54 45 45 69 58 W 50 W 42 42 69 54 46 46 46 39 39 67 51 43 43 43 36 36 64 48 41 42 41 33 33 62 45 38 38 38 29 29 01.7 Array Edge 67 51 43 43 43 37 37 64 47 Q 40 Q 32 32 61 44 37 37 37 28 29 57 41 34 34 34 24 24 54 38 30 30 30 22 22 51 36 27 27 27 29 19 Al,ey Jhteliol 58 58 58 47 47 47 42 53 53 53 43 43 43 39 W 50 50 40 40 40 37 46 46 46 38 38 38 33 44 44 44 35 35 35 29 41 41 41 31 31 31 26 Ito 20 Array Edge 4 Q 47 47 38 38 38 33 43 43 43 34 34 34 29 Q 40 40 30 25 38 38 38 26 26 26 22 35 35 35 23 23 23 19 31 31 31 20 20 20 17 A,,., h,re-, 65 65 65 51 51 51 49 61 61 58 58 58 44 42 54 54 41 41 41 Q 51 51 51 39 39 39 37 48 Q 37 37 37 35 0 20.27 I'.y Edge 5e 54 54 42 42 42 50 W W 39 39 39 37 47 47 47 36 36 M 33 44 44 32 32 32 29 41 41 41 28 28 n 26 39 39 39 25 25 25 23 A yh,,e,io, A Yrt""" E 60 60 60 GO 57 51 57 56 56 56 53 47 53 52 52 52 52 50 44 50 49 49 49 49 46 41 46 46 46 43 39 43 43 43 43 43 41 37 41 7.45 2 'o Array Edge 49 49 49 49 47 41 47 46 46 46 46 43 38 43 42 42 42 42 40 36 40 Q 40 40 40 38 31 38 37 37 37 37 35 28 35 35 35 35 35 31 25 31 t 4S.60 Array yhtt �Ieio, A I,o, E4. ArrayErs. 71 62 71 62 . 56 EA 56 . 56 E6 . 56 56 El 58 V 58 Q 52 62 52 E2 E2 52 52 62 52 65 11 54 54 19 48 . 48 le 48 11 . 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62 66 65 65 65 65 63 57 63 62 62 62 62 W 54 W W 60 60 60 57 50 57 56 56 56 56 53 47 53 27.45 Ay Edge 0 63 63 63 W 54 60 59 59 59 59 56 50 56 55 55 55 55 52 46 52 51 51 51 51 49 43 49 48 48 48 48 46 41 46 " " " 46 43 38 43 Arraylnterior 82 82 78 78 78 79 78 79 79 74 74 74 74 74 76 76 71 71 71 71 71 73 73 W 68 68 69 68 70 70 65 65 65 65 65 68 68 62 62 62 62 62 45.60 Army Edge 73 73 68 68 68 68 68 70 70 65 65 65 65 65 67 67 62 62 62 62 62 64 64 58 58 58 58 58 61 61 55 55 55 55 55 59 59 52 52 52 52 52 Arraylnterior 65 65 59 59 59 49 49 65 62 54 54 54 46 " 65 59 51 51 51 43 43 65 SS 47 47 47 Q Q 65 52 . . . 37 37 65 49 42 42 42 35 35 01.7 1,.y Edge 65 56 47 47 47 AO Q 65 51 . eA " 37 37 65 48 41 41 41 33 33 62 45 38 38 38 29 29 59 42 36 36 36 26 25 55 Q 32 32 32 23 23 Array 1—io, 62 52 62 51 51 51 46 58 58 58 47 47 47 43 54 54 54 44 44 44 Q 51 51 51 41 41 41 37 48 48 48 39 39 39 35 45 45 45 36 H M 31 7 . 20 _.YEdge 51 51 51 41 42 41 38 47 47 47 38 38 38 34 " 44 44 35 36 36 29 41 41 41 31 31 31 26 N 39 39 27 27 27 23 _36 36 36 24 24 24 20 AII,ty t1terill 69 69 69 S6 56 56 54 65 65 65 52 52 52 50 62 62 62 48 48 48 46 59 59 59 45 45 45 43 55 55 55 42 42 42 41 52 52 52 40 40 40 U 20 PO C 20.27 Array Edge 59 59 59 45 45 45 44 55 55 55 42 42 42 40 51 51 51 39 39 39 38 48 48 48 37 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 All., 1—i., 64 64 64 " 62 56 62 61 61 61 61 58 52 58 57 57 57 57 54 48 54 53 53 53 53 51 45 51 50 W 50 50 47 42 47 47 47 47 47 45 40 45 27.45 Array 554 54 54 S4 51 45 51 50 50 W W 47 42 47 46 46 46 46 4439 4443 43 43 43 41 37 41 41 41 41 41 38 33 M 38 M 38 38 36 29 36 I—, 1—, 74 74 71 70 70 70 71 71 71 66 W W 66 66 61 68 63 13 13 13 13 11 11 60 - W W 0 61 11 17 17 17 17 17 - 0 54 14 14 14 54 45.W 1,., Edge 66 66 60 W W W W 62 62 56 % 56 56 56 59 59 52 52 52 52 52 56 56 49 49 49 49 49 52 52 " 46 46 46 46 49 49 43 43 43 43 43 Array hted., 65 62 54 54 54 45 45 65 58 50 50 50 42 42 65 54 46 46 " 39 39 65 51 43 43 43 36 36 64 " 41 41 41 33 33 52 45 39 38 39 29 29 0,.7 A"., Edge 65 51 43 43 43 37 37 64 47 Q 40 40 32 32 61 44 37 37 37 28 28 57 41 34 34 34 24 24 54 38 30 30 30 22 22 51 36 27 27 27 19 19 Array Interior SS 58 58 47 47 47 42 53 53 53 43 43 43 39 50 50 50 40 40 40 37 46 " 46 38 38 38 33 44 44 44 35 35 35 29 41 41 41 31 31 31 26 7.20 Array Edge 47 47 47 n 39 38 33 43 43 43 34 34 34 29 40 40 40 30 30 30 25 38 38 38 26 26 26 22 35 35 35 23 23 23 19 31 31 31 20 20 20 17 Array Intem, 65 65 65 51 51 51 49 61 61 61 As 48 48 46 58 58 58 44 44 44 42 54 54 54 41 41 41 40 51 51 51 39 39 39 37 a ea 48 37 37 37 35 D 20.27 A,,.y Edge 54 54 54 42 42 42 40 50 St) W 39 39 39, 37 47 47 47 36 36 36 33 44 44 " 32 32 32 29 41 42 41 28 28 M 26 39 39 39 25 25 25 23 — A,,.V leteho, W W 0 SO 57 SI 57 96 56 56 56 53 47 53 52 52 52 52 50 . 50 49 49 49 49 46 41 " 46 " " 46 43 39 43 43 43 43 43 41 37 41 27.45 Array Edge 49 49 49 49 47 41 47 46 46 46 46 43 38 43 42 42 42 42 40 36 40 40 40 40 40 39 31 38 37 37 37 37 35 28 35 35 35 35 35 31 25 31 Array Mierwr. 71 71 66 66 66 66 66 67 67 62 62 62 62 62 65 65 59 $9 59 59 59 62 62 55 55 55 55 55 59 59 52 52 52 52 52 56 56 49 49 49 e9 49 45.60 Array Edge 62 62 56 56 95 % 56 58 58 52 52 52 52 52 54 54 49 48 48 48 49 51 51 45 45 45 45 45 U U 42 42 42 42 42 45 45 40 40 40 40 Q A,,"Interior 65 65 65 65 65 59 59 65 65 63 63 53 55 55 65 65 W 60 W 51 51 65 64 56 56 56 47 47 65 61 53 53 53 " 44 65 59 W 50 50 42 42 0.7 "' Edge 65 64 57 57 57 48 48 65 61 52 52 52 44 4465 57 49 49 49 41 41 65 53 4646 46 38 38 65 50 43 43 43 36 36 64 47 40 40 40 3232 Arrayl,rori,r 68 68 68 61 61 61 55 66 66 66 56 56 56 51 63 63 63 52 52 52 48 W 0 W 4 49 49 45 57 57 57 46 4646 42 54 43 43 43 39 Ito 20 Array Edge 61 61 61 49 49 49 45 56 56 56 46— 46 46 41 52 5252 42 42 42 39 49 49 49 40 40 40 36 46 46 46 37 37 37 32 43 43 43 35 35 35 29 A,r.y ft,-ro, 70 70 70 65 65 65 63 70 70 70 61 61 61 59 70 70 70 58 58 58 55 67 67 67 54 54 54 52 64 64 64 51 51 51 e9 61 61 61 48 48 48 46 8 20t,27 _ktry Edge 67 67 54 54 54 52 (4 b4 64 W W 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41 37 4851 48 39 39 39 35 45 45 4 36 36 3' 7.20 A_= 51 51 41 41 41 38 47 47 47 38 38 38 34 44 44 44 36 36 36 29 41 41 41 31 31 31 26 39 39 39 27 27 27 23 36 M 3: 24 24 24 20 Array lerhew 69 69 69 56 56 56 54 65 65 65 52 52 52 SO 62 62 62 48 49 48 " 59 59 59 45 45 45 43 55 55 55 42 42 42 41 52 52 52 Q 40 40 38 25 p,f c 20to27 Array Edge 59 59 59 45 45 45 44 55 55 55 42 42 42 Q 51 51 51 39 39 39 38 4948 49 37 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 Array W.6., 64 64 64 64 62 56 62 61 61 61 61 58 52 59 57 57 57 57 54 " 54 53 53 53 53 51 45 51 50 50 50 50 47 42 47 47 47 47 47 45 40 45 27.45 A"O Edge 54 5e 54 54 51 45 51 50 50 50 50 47 42 47 As 46 46 " 44 39 44 43 43 43 43 41 37 41 41 41 41 43 38 33 39 39 38 N 38 35 29 36 ArW k,.r— 74 74 70 70 70 70 70 71 71 66 66 66 66 66 68 68 63 63 63 63 63 65 65 0 W W W W 63 63 57 57 57 57 57 W FD ii 54 54 54 54 45.60 A,toy Eft. 66 % W W W W 60 62 62 56 56 56 56 56 59 59 52 52 52 52 52 56 56 49 49 49 49 49 52 52 46 46 *6 46 46 49 49 43 43 43 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GO Array Edge 85 85 85 :5 :55 85 85 85 85 85 85 85 85 81 85 85 82 :2 12 11 83 &3 79 79 79 79 79 81 91 76 7 76 76 76 78 79 754 74 74 74 74 76 76 72 72 72 72 72 A,,, "'Y 1: 55 55 55 55 Ss 5' 5 55 55 5 55 ' 5' S' 1: 5 11 11 11 11 11 1 14 OW Array Edge A Edge :,5 55 5, :�I :,I :,I :,1 11 11 :3 13 1 :: :1 11 :: :'0 1. :1 11 11 11 55 48 48 55 15 51 14 :1 4 , 45 55 5 Q 52 52 43 43 Allay lel.r "ay Interior 58 58 M 58 58 58 58 5 58 S8 58 58 58 58 58 58 58 58 58 58 58 58 58 58 5 5 5 5: 5 5: 58 5 8 5 8 58 58 58 5 so �85 5 8 5 6 56 0 7.20 I," Edge Edge 58 58 58 58 59 5Z 55 5: 58 9 :8 7 57 57 :8 2 :8 8 58 2 14 54 54 42 N 58 58 52 52 :8 47 2 :: 5: 5: 4: 4 4 45 58 53 58 e7 47 43 47 56 56 56 45 45 45 41 Array 1-6., 61 61 61 61 6 61 6 61 61 61 61 61 61 61 63 61 63 61 61 61 6 61 61 61 61 61 1 641 61 61 61 61 61 61 61 61 61 611 61 61 61 59 K P'l C 20.27 I'.y Edge F 61 61 61 61 :11 :1 :11 61 61 61 61 61 61 . 61 61 61 W W EQ 57 61 61 62 57 57 57 54 61 :11 :1 :41 5 52 54 52 61 61 61 52 52 52 W :1 :1 6 49 49 49 47 1,.y � 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 69 70 70 70 70 70 70 66 70 70 70 70 70 69 64 69 70 70 70 70 6 62 67 68 68 68 as 6 60 65 27.45 Edge 70 70 70 70 69 . 69 69 69 59 65 67 62 67 67 67 67 67 64 59 64 as 6S 65 65 62 56 62 62 62. 62 62 60 54 W 62 61 61 61 58 51 58 58 58 58 58 55 49 55 A A,,., 85 95 85 9 85 85 85 as 85 85 85 as 95 85 85 85 EA 8 84 U U as 95 81 81 81 81 81 8 92 78 78 78 78 78 W SO 76 76 76 76 76 7 78 74 74 74 74 74 45 . 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'5'1 '51 N sN . 11 51 51 51 5 51 51 51 51 51 51 511 51 51 5 51 51 51 51 51 5 51 51 51 51 51 51 51 0.7 Array Edge sl s'I 5,1 5,1 :1 51 51 51 51 51 52 51 :11 51 :1 1 51 51 51 51 52 50 50 :2 1 5 :1 1 :1 1 :1 1 48 48 51 51 51 51 51 45 45 51 51 51 51 51 43 43 Array ftte,., 54 154 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 S4 54 54 54 54 54 54 54 54 54 54 54 54 54 " 54 54 54 54 54 53 54 54 54 54 54 54 50 7.20 k,.y Edge 5�4 54 54 54 54 54 54 54 54 54 54 54 52 54 54 54 54 54 54 49 N N 54 52 52 52 47 54 54 54 49 49 45 54 54 54 47 47 47 43 54 54 54 45 45 45 41 Troy J-1., S 7 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 5 5 57 57 57 57 57 57 S7 57 11 121 17 " ' 5 57 57 57 57 57 60 �f C 20.27 e,re, Edge :7 7 5; 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 :77 :7 7 5; 57 57 57 54 57 :77 54 54, 54 :27 :77 :7 7 :77 52 , 52 SC, 5; 57 17." 49 49 47 interior 17 17 67 17 11 17 17 _L7 87 17 17 11 11 17 67 17 11 17 17 17 17 17 11 67 17 67 67 66 17 _57 17 17 11 17 17 64 67 67 17 17 17 17 1 17 67 67 67 "49 67 60 65 27.45Array Array Edge 67 67 67 67 67 67 67 67 67 67 67 62 67 67 67 67 67 64 59 64 65 65 65 65 62 56 62 62 62 62 62 6064 54 SO 61 63 61 61 58 51 58 58 58 58 58 :5 5 49 55 Array interior 85 85 85 85 85 85 95 as 95 85 95 85 95 85 85 8 84 84 84 84 84 8 8 81 81 81 91 91 62 9 78 79 78 78 SO 8078 76 76 7: 76 7: 79 78 74 74 74 74 74 45.0 Array Edge 82 82 78 78 78 79 78 80 SO 7S 75 75 75 75 77 77 73 73 73 73 73 7: 75 70 70 70 70 70 73 73 68 68 68 68 68 72 71 % 6 6-. 6 69 69 64 64 64 64 64 "a, 1-6., 54 54 54 " 54 54 54 54 54 54 54 54 544 54 54 54 54 54 54 4 54 14 54 14 14 4 4 54 14 54 14 14 194 sE 53 54 14 14 54 14 49 49 0 t, 7 krey Edge 54 54 54 5 54 4 S4 54 54 54 54 54 :4 4 51 si 5 5 4 54 :4 4 54 48 48 5 4 :4 " . . 46 54 54 :4 2 :, :2 44 U 54 :4 4 49 49 4 42 42 54 54 _57 47 47 47 Q e," I_m 57 11 57 57 57 57 57 57 57 S 527 527 S7 57 S7 S7 S6 57 57 I 1 1; 13 11 1�7 17 11 1: 11 1�1 11 53 53 48 57 T7 51 5151 46 Ito 20 Array Edge ; 57 s,s . a W 57 57 57 5; 5 5 SO SO 5� 45 17 s7 :; 4; 4; 4 43 56 56 4, 4 45 4 :7 3 :7 3 53 43 43 43 39 51 51 51 41 41 4/ 37 Array fnie,w 60 60 60 60 so 50 60 1610 1610 I'S 111 1610 IWO 60 60 W 60 60 60 60 60 60 60 60 60 60 60 60 60 59 `0 60 W 5 sa S& 56 60 60 60 56 5 56 54 D 20.27 Array Ed, 60 ED 60 60 so 60 19 6110 5105 5W8 20 55 55 55 5603 W 0 52 52 52 50 W ED 60 49 49 0 48 59 59 59 487 47 47 45 59 59 59 45 4: 45 41 lnteoor 61 11 `� 19 69 69 - a, 69 69 '9 a 1: 11 19 11 19 61 0 69 619 - 3 . . 68 6 - 655 6 65 66 65 as 66 63 8 63 '1 '1 b4 64 62 56 62 27 W 45Array Array Eeg� 68 68 68 68 E, . . a, :1 :7 E 63 63 63 63 61 54 65 69 61 6' 61 61 61 6 58 :2 58 58 58 5: 58 5 49 55 % 56 56 56 53 �7 53 53 53 5 13 41 11 1,,y I 1 81 11 11 81 11 . M E2 E2 82 E2 E2 83 E3 79 11 71 71 79 W SO 1: 761 71 1,5 76 7: 78 744 74 74 14 74 76 76 72 72 72 72 72 �53 74 74 9 69 69 19 45.60 er,.=, 7: 78 74 74 74 74 14 71 71 71 71 11 71 71 73 71 . as . . as 71 73 a , as . 66 6 . a 64 . 64 64 17 17 2 62 62 62 62 65 65 :. :90 60 20 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Focat — 72-Cell (P) Gl_._.nd — Exposure Wind Speed -1 130 h 110 mph 150 mph 160 mph 170 mph tso InPh_ Soc- Load Cltrglry I Panel AogIe7 S�f Zone-1 V 1 21 21 21 31 31 V 1 2, 2, 2, 3, 3, 1' 1 2, 2, 20 3e 3, 11 1 2e 2, 20 3e 3, 11 1 2e 2, 20 3e 3, 1' 1 2e 2, 2, 3e 3,__ 0.7 Array lnterbr 58 58 59 58 58 58 58 58 58 58 58 58 55 55 58 58 58 58 58 51 51 58 58 56 56 56 47 47 59 58 53 53 53 44 44 58 58 50 50 50 42 42 -ay Edge 58 58 57 57 57 48 48 58 58 52 52 52 44 44 58 57 49 49 49 41 41 58 53 46 46 46 38 38 59 50 43 43 43 36 36 58 47 Q 40 40 32 32 Ito 20 Array Interior Amy Edge 61 61 61 61 61 61 61 49 61 61 55 49 49 45 61 61 56 56 61 56 56 46 56 56 51 46 46 41 61 52 61 52 61 52 52 42 52 42 52 48 42 39 60 49 60 W 49 49 49 40 49 49 45 . 40 36 57 46 57 57 46 46 46 37 46 46 42 37 37 32 54 54 43 43 54 43 43 35 43 43 35 35 39 29 8 20 to 27 Array to.d., Array Edge 62 62 62 62 62 62 62 62 62 62 54 54 52 62 62 62 62 62 62 61 61 61 59 50 50 48 62 61 62 61 62 58 61 47 58 47 58 55 47 45 62 57 62 62 57 57 54 41 54 54 52 44 A2 62 53 62 62 53 53 51 41 51 51 49 41 41 39 61 61 500 5 61 50 48 3_9 48 4: 39 3 4' 37 _ 27 to 45 Array —H., 72 72 72 72 70 64 70 68 " 68 ES 66 61 66 65 65 65 65 63 57 63 62 62 62 62 60 54 60 W W W 60 57 50 57 56 56 56 56 53 47 53 Amy Edge 63 63 63 63 60 54 W 59 59 59 59 56 50 56 55 55 55 55 52 46 52 51 51 51 51 49 43 49 48 48 48 as 46 41 46 46 46 " 46 43 38 43 45 to 0 A111Y loWk,1 82 82 78 78 79 78 78 79 79 74 74 74 74 74 76 76 71 71 71 71 71 73 73 68 68 R 68 68 70 70 65 65 65 65 65 68 SS 62 62 62 62 62 Amy Edge 73 73 68 68 68 68 AS 70 70 65 65 65 65 65 67 67 62 62 62 62 62 6A 64_ 58 58 58 58 58 61 61 55 55 55 55 55 59 59 52 52 52 52 52 0.7 Amy froanor Array Edge 58 58 58 56 58 58 47 47 58 49 49 47 41) 58 58 58 52 54 44 54 44 54 46 AS 44 37 37 58 58 58 48 51 51 41 41 51 41 4 43 33 33 58 58 55 47 45 38 47 38 47 4040 38 29 29 58 57 52 44 42 M 44 36 44 37 37 M 26 26 58 49 55 40 42 32 42 32 42 35 32 23 35 23 7.20 A- Mierir, Array Edge 61 51 61 51 61 51 51 41 51 51 As 41 41 38 58 58 47 47 58 47 47 38 47 47 43 38 38 34 54 . 54 44 54 44 44 36 . 36 44 AD 36 29 51 41 51 51 41 41 41 31 41 41 37 31 31 26 48 39 49 48 39 39 39 27 39 39 35 27 27 23 45 45 36 36 45 36 M 24 36 36 24 24 31 20 45 oO C 20 to 27 Am, 1-6., 62 62 62 56 56 56 54 62 62 62 52 52 52 5062 62 62 48 AS 48 460 59 59 59 45 45 45 43 SS 55 55 42 42 42 41 52 52 52 AD 4' 3' A Array Edge 59 59 59 45 45 45 44 55 55 55 42 42 42 40 51 51 51 39 39 39 38 AS 48 48 37 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 27.45 Amy totelae, Amy Edge 64 54 64 54 64 64 54 54 62 56 62 51 45 51 61 61 50 W 61 ED 61 50 58 52 58 47 42 47 57 46 57 46 57 57 46 46 54 44 AS 54 39 44 53 43 53 53 43 43 53 43 51 45 sl 41 37 41 50 at 50 so 41 41 50 42 47 42 47 38 33 38 47 47 38 38 47 39 47 38 45 40 36 29 45 36 45 . 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Ed Ed 51 51 51 49 61 61 61 Ad AS AS 46 58 58 58 44 44 44 42 54 54 54 41 41 41 40 51 51 51 39 39 39 37 AS AS AS 37 37 37 35 -, Edge 54 54 54 42 42 42 40 50 ED 50 39 39 39 37 47 47 47 36 36 36 33 44 a,, " 32 32 32 29 41 41 41 28 28 28 26 39 39 39 25 25 25 23 1 27.45 Array Interior 60 W 0 ED 57 51 57 56 S,6 56 56 53 47 53 52 52 52 52 50 44 50 49 49 49 49 46 Al 46 As 46 46 46 43 39 43 43 43 43 43 41 37 41 ArrayEdge 49 49 49 49 47 _41 47 46 46 46 46 43 38 43 42 42 42 42 40 36 40 Q 40 aO AD 38 31 39 37 37 37 37 35 28 35 35 35 35 35 31 25 31 Array Interior 71 71 66 Ed 66 66 66 67 67 62 62 62 62 62 65 65 59 59 59 59 59 62 62 55 55 55 55 55 59 59 52 52 52 52 52 56 56 49 49 49 49 49 451.0 Array Edge 62 62 56 56 56 56 56 58 58 52 52 52 52 52 54 54 48 48 48 48 AS 51 51 45 45 45 45 45 As 48 42 42 42 42 42 45 45 40 40 40 . . 0.7 Array 1-6., 55 55 S5 55 55 55 55 55 55 55 5 55 55 55 SS 55 55 55 55 5151 5: 5555 5 5 47 55 53 5 53 44 44 55 55 50 50 50 42 42 Array Edge 55 55 55 55 55 Ad 48 55 55 52 2 52 44 44 55 55 49 49 49 41 41 5 53 't6 4: 4: 38- 38 55 SO 43 43 43 36 36 55 47 40 AD 40 32 32 7 to 20 A,,., 17 1: :1 58 :: 5 5�8 :8 ': ': 56 .. . . :82 'a " 12 11 As I IS 1. AS 4 41 45 11 51 11 AS 46 4E 41 54 14 54 41 43 43 39 All. y Edge 1 a As 4: 4 4: IS . 4 46 As 4� 12 12 42 4 , 42 39 4: 4 49 9 40 40 40 36 46 46 46 37 37 37 32 43 43 43 35 35 35 29 a 20 to 27 Amy 11tub, Amy Edge 61 61 61 61 61 61 61 54 61 61 61 54 54 52 61 61 61 61 61 61 61 50 61 61 59 50 50 48 61 60 61 60 61 58 60 47 58 47 58 55 47 4 61 61 61 54 41 54 54 52 44 44 42 61 53 61 61 53 53 51 41 51 51 49 41 41 39 60 60 50 50 60 50 48 39 48 48 39 39 46 37 27 to 45 Array=1 Ana 70 63 70 63 i 70 0 63 63 70 Ed 70 60 54 60 68 68 59 59 68 59 68 59 66 61 66 56 50 56 65 55 65 55 65 65 55 55 63 52 57 1 .3 46 52 U N 51 E2 Q N N 51 51 �2 51 SO 54 ED 49 43 49 . 48 . SO AS 48 . 48 17 1. 17 46 41 46 5S 5s 46 46 IS 46 5� 46 13 47 43 38 13 43 45.60 Amy lo,to,io, Amyl dge 82 73 82 73 79 78 68 68 7: 78 7 6 68 68 79 79 70 70 74 65 74 65 74 74 74 65 65 65 76 67 76 67 71 71 62 62 71 62 71 71 62 bd 73 64 73 68 64 58 68 S8 68 68 68 58 58 58 70 61 70 65 61 55 65 55 65 65 65 55 55 55 68 68 59 59 62 52 62 52 62 62 S2 52 62 52 0 to 7 Amy lo-w Edge 55 55 55 55 55 55 47 47 55 49 49 47 4044A,,ay 55 55 55 51 14 11 44 14 46 AS 44 37 3 15 55 AS 51 51 41 41 51 41 43 43 3S5 33 33 5 45 38 47 38 404447 47 AD 38 29 29 55 55 52 44 42 36 44 36 37 37 26 26 49 :: Q 42 32 42 32 42 35 32 23 35 23 71.20 1 Am, 1—w 58 58 58 51 51 51 As 58 58 58 47 47 47 43 54 54 54 44 44 44 Q 51 51 51 41 41 41 37 48 48 48 39 39 39 35 45 45 45 K 36 M 31 Amy Edge 51 51 51 41 41 41 38 47 47 47 38 M 38 34 44 64 44 M H 36 29 41 41 41 31 31 31 26 39 39 39 27 27 27 23 36 36 M 24 24 24 20 strof C 20.27 Array anterior " ' :9 61 " 56 56 54 61 61 6 52 52 52 6060 6048 AS 49 46 59 59 59 45 45 45 43 55 55 55 42 42 42 41 52 52 52 40 40Q 38 Array Edge 59 59 45 45 41 44 55 55 55 42 42 42 4051 51 51 39 39 39 38 41 41 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 27.45 Array 1—., Amy Edga, 64 54 64 54 Ed Ed 54 54 62 56 62 51 45 51 61 61 50 59 61 50 61 SO 58 52 58 47 42 47 57 46 57 46 57 57 46 46 54 44 AS 54 39 44 53 43 S3 53 43 43 53 43 51 45 51 41 37 41 50 41 50 50 41 41 50 41 47 42 47 38 33 38 47 47 38 38 47 38 47 38 45 . 36 29 45 36 451.60 Amy 1—iro, ,ay Edge 74 66 74 % 70 70 0 60 70 70 70 60 60 60 71 71 62 62 % 56 6 5: 66 66 66 56 as 56 68 59 68 59 63 63 52 52 63 52 63 63 52 52 65 56 6S 60 56 49 0 49 60 0 600 49 49 49 63 52 63 57 52 46 57 46 57 57 57 46 46 46 60 49 49 54 43 54 43 54 54 43 43 54 43 0.7 Array too,d. Amy Edge 59 59 59 51 54 54 43 43 5' 45 45 43 37 37 59 58 59 47 So 50 5042 42 40 31 31 :: 54 44 46 46 37 37 46 37 39 39 28 28 59 57 51 43 41 34 43 43 36 36 34 24 24 59 48 41 18 3030 4' 4' 33 33 30 12 . 58 45 El 36 38 27 38 27 38 29 27 19 29 19 7 to 20 Amy to-wr 58 58 58 4' 11 47 41 11 13 5 43 43 43 39 54) 50 50 40 40 37 46 46 46 38 38 38 33 44 44 44 35 35 35 29 41 41 dl 31 31 31 26 Amy Edge 47 47 47 38 38 38 33 43 43 43 34 34 34 29 40 4() 40 30 W 30 25 38 38 38 26 26 26 22 35 35 35 23 23 23 19 32 31 31 20 20 20 17 D 20.27 All., Interior Amy Edge 62 54 62 54 62 52 54 42 51 51 49 42 42 40 61 61 50 SCI 61 50 AS 39 48 AS As 39 39 37 58 47 58 47 58 44 47 36 44 36 44 42 36 33 54 44 54 54 Ad U 41 32 41 41 40 32 32 29 51 41 51 51 41 41 39 28 39 39 37 28 28 26 48 a 39 39 AS 39 37 25 37 37 25 25 35 23 27.45 A— 1—to, W W W W 57 51 57 56 Ed 56 56 53 4i 53 52 52 5 52 5D 44 SO 49 49 0 49 46 41 46 46 AS 46 as 43 39 43 43 43 43 43 41 37 41 Amy Edge 49 49 49 49 47 41 47 46 46 AS AS 43 38 43 1 42 42 42 40 36 40 40 40 40 39 31 38 37 37 3-1 37 35 29 35 35 35 35 35 31 25 31 to SO Array tatear,, Array Eris! 71 62 71 62 66 66 56 56 66-66 66 56 56 56 67 67 58 59 62 52 6-2 52 62 22 62 52 52 65 65 54 59 59 48 AS 9 AS 59 59 AS 48 62 51 62 55 51 45 55 45 55 55 55 AS 45 45 59 AS 59 52 AS 42 52 42 52 52 52 42 424042 56 56 45 45 49 40 49 40 49 49 40 49 40 0.7 A,1.1e 1 m 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 47 47 51 51 51 51 51 4444 51 51 54) ED 42 42 Array Edge 51 51 51 51 51 48 AS 51 51 51 51 51 44 44 51 51 49 49 49 41 41 51 51 Aa 46 46 38 3851 5043 43 43 36 36 51 47 40 40 0 32 32 Array Interior A,,1i. Array Edge 54 54 54 54 54 54 54 49 54 54 54 49 49 45 54 54 54 54 54 EA 54 46 5154 AS 46 4E 54 52 54 52 54 52 52 42 52 42 52 48 42 39 54 49 54 54 49 49 49 40 49 49 AS 40 40 36 14 46 54 Ed 46 " 46 37 As 46 42 37 37 32 54 43 43 5 43 43 35 43 43 35 35 39 29 S 201.27 Array lot;, 17 7 :, 7 147 :7 17 1 7 :4 :� 7 :7 :7 7 :7 17 17 57 17 7 1,7 11 177 11 11 1 171 17 11 14 14 :4 11 7 :g 7 7 1�1 I'l 11 1: 17 :7 11 41 41 " 4 Am, 7 54 1 5t) so so 4. 7 A 47 47 4: 56 56 4 4� 4 4 4� 3 50 0 50 39 39 39 37 27 to 45 Array Interior, 67 67 67 67 67 64 67 67 67 67 67 66 61 66 65 65 65 65 63 57 63 62 62 62 62 60 54 W 0 0 0 60 57 50 57 56 56 56 56 53 47 53 k,.y Edge 63 63 63 63 60 54 60 59 59 59--- 59 56 W 56 55 55 55 55 52 46 52 52 51 51 51 49 43 49 AS 48 48 48 46 41 46 45 46 46 46 43 38 43 45.60 Array Interior Array Edge 82 73 82 73 78 78 68 68 7 6: IS 78 68 68 79 79 70 70 74 65 74 65 74 74 74 65 65 65 76 67 76 67 71 71 62 62 71 62 71 71 62 62 73 64 73 68 64 58 68 58 68 68 68 58 58 58 70 61 70 65 61 55 65 55 65 65 65 55 55 55 68 58 59 59 62 52 62 52 62 62 52 52 6 2 52 0.7 Amy 1—mer 51 52 51 51 51 45 49 51 51 51 51 51 As As 51 51 51 51 51 43 43 51 51 47 47 47 40 40 51 51 44 44 44 37 37 51 49 42 42 42 35 35 Array Edge 51 51 47 47 47 Q 40 51 51 Ad 44 44 37 37 52 48 41 41 41 33 33 51 45 38 38 38 29 29 51 42 M 36 36 26 26 51 4() 32 32 32 23 23 7.20 Array A 54 54 51 51 51 AS "' "a 54 47 47 47 43 54 54 S4 . 44 44 40 51 5 51 41 41 41 37 48 U 48 39 3 39 35 45 45 45 36 36 M 31 a= 52 51 51 41 41 41 38 47 47 47 38 38 38 34 Ad 44 44 36 36 36 29 41 41 41 31 31 31 26 39 39 27 27 27 23 36 36 36 24 24 24 20 0 ad c 20.27 A are Array Edge 11 aE 17 56 57 56 56 45 56 56 54 45 45 44 :7 57 5 57 55 52 42 52 52 42 42 ED 5 51 51, $7 AS 51, 39 48 as 4857 AS 39 38 56 AS 56 % 4837 45 4 43 37 3735 _19 55 45 55 55 45 45 42 33 42 42 41 33 33 31 52 52 42 42 52 42 AD 29 4045 AD 29 29 38 27 27 to 45 = — 14 64 54 14 61 54 11 16 12 51 as 51 _55 11 11 50 50 11 50 61 50 5812 47 42 47 1 46 E7 46 17 17 4b 46 54 al 4854 39 44 E3 43 13 43 43 13 43 Si 45 51 41 37 41 50 41 50 50 41 41 ED 41 47 41 47 30 33 38 41 47 SO 39 47 38 47 38 45 40 36 29 AS 36 45to60 Amy loterb., A—yEdge _54_ 74 66 74 56 _54 70 70 0 W 70 70 70 SO 0 0 7 71 62 62 66 56 66 56 66 % 66 56 56 56 6669 59 59 63 63 52 52 63 52 63 63 52 52 65 56 65 W 56 49 0 49 W 0 ED 49 49 49 63 52 63 57 52 46 57 AS 57 57 57 46 46 46 0 W 49 49 54 43 54 43 54 54 43 43 54 43 Oo,7 Amy Interior Array.y Erg, , 54 54 4 1 54 54 43 43 54 4 45 43 37 37 5454 54 47 Q 40 42 42 40 32 32 54 54 54 Ad 46 46 37 37 46 37 39 39 29 29 54 54 5 43 41 34 43 34 43 36 36 U 24 24 54 53 48 41 38 N 41 30 41 33 33 30 22 22 54 45 51 36 38 27 38 27 38 29 27 19 29 19 Ito 20 Array In-c., Array Edge 57 47 57 47 57 47 47 38 47 47 42 38 SS 33 53 53 43 43 53 43 43 34 43 43 3: 34 34 2 So 40 So 4 a So 40 4 30 0 30 37 30 25 38 AS "' 38 38 38 2 6 38 3 33 6 2 2: 22 :4 44 35 31 23 31 19 23 23 19 41 4 31 31 11 31 31 20 31 31 20 20 26 17 D Array 1.1ana, 60 60 60 51 11 1 49 11 11 59 a 4848 46 58 58 59 44 44 as 42 54 54 54 41 41 41 40 51 51 51 39 39 39 37 48 AS 48 37 37 37 35 20 to 27 Array Edge 14 5,4 54 4242 42 40 50 50 50 39 39 39 37 47 47 47 36 36 36 33 . 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I Mg), Roof Zone V 1 2e 2, 20 3e 3v V 1 2e 2, 2. 3e 1, 11 1 2e 2, 20 3e 3, 11 1 2e 2r 2n 3e 3r 1' 1 2e 2, 20 3e 3r V 1 2e 2, 2n 3e 3, V 1 2e 2, In 3E 3, —y to—, 103 103 103 103 103 93 93 111 111 161 111 101 89 89 103 203 97 97 97 as 86 103 103 93 93 93 83 83 103 101 90 90 90 80 W 103 98 97 97 87 7878103 95 95 95 85 75 75 .1.7 o,, Edge 103 111 90 90 90 SO 80 111 97 97 87 87 77 77 103 93 83 83 93 74 74 103 90 81 al 81 72 72 103 87 79 78 78 69 69 103 U 76 76 76 67 67 103 82 73 73 73 65 65 A," 1—Ho, 103 103 103 95 95 95 89 103 103 103 91 91 91 95 102 102 102 88 88 88 82 98 98 98 85 85 85 79 95 95 95 82 82 82 77 92 92 92 79 79 79 74 89 89 89 77 77 72 7.20 k,.y Edge 95 95 95 82 82 82 77 91 91 91 79 79 79 74 98 88 88 76 76 76 71 85 85 85 73 73 73 69 82 82 82 71 71 71 67 79 79 79 69 69 69 65 77 77 77 67 67 67 63 Amoy Interior 104 1 IN 201 101 101 98 1" 104 IN 97 97 97 94 IN 104 IN 94 94 94 91 IN 104 1" SO 90 90 88 IN IN IN 87 87 87 85 102 102 102 85 85 85 82 99 99 99 82 82 82 SO B 20.27 Array Edge IN 1. 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I. 6881 77 77 77 66 66 66 62 74 7474 64 64 64 61 71.20 Array Edge 7979 g 68 a I 64 76 7: 66 66 1 6273 73 73 64 64 64 60 71 71 71 61 61 61 57 68 68 68 59 59 59 54 66 66 66 57 57 57 52 64 64 N 54 54 54 49 Array Interior 101 101 101 U 84 84 82 97 97 97 81 81 81 79 94 94 94 78 78 78 76 90 90 9075 75 75 73 87 87 87 73 73 7 71 85 85 85 71 71 71 69 U 82 82 69 69 69 67 0 20.27 "try Edge 87 87 87 73 73 73 71 84 84 8470 70 70 68 81 81 91 Es 68 68 66 79 78 78 65 65 65 64 76 76 76 63 63 63 62 73 73 73 61 61 61 0 71 71 71 W 60 60 57 Array htw 14 14 94 14 91 84 91 SI 91 92 91 87 81 87 87 87 87 87 M 78 U 84 84 84 84 31 75 82 82 92 82 92 79 73 79 79 79 79 79 76 70 7: " 7; 7 77 74 6874 27.45 Array Up 81 81 81 81 78 73 78 78 78 78 78 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 65 70 71 71 71 71 a 63 68 69 69 69 69 66 1 6 67 6 67 67 64 59 N Array interior 107 107 102 102 102 102 102 103 103 98 98 98 98 98 100 111 95 95 95 as 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 9 86 86 86 86 90 90 83 8396 83 83 83 45 to W Array Edge 888894 94 88 88 88 91 91 85 85 85 85 85 89 89 82 8 82 82 82 86 86 79 79 79 79 79 83 83 77 77 77 77 77 81 91 75 15 75 75 75 79 79 72 72 72 72 72 Array heterior 92 92 92 92 92 92 92 11 E 92 92 92 as 89 92 92 92 9292 as as 92 El 92 92 92 93 83 92 92 90 90 90 . 80 92 9E 87 V 87 78 76 92 92 85 . 8511 75 0.7 Army E4ge 92 92 90 90 90 so so 92 87 87 87 77 Tr 92 92 BE 83 83 74 74 92 9091 91 81 72 72 92 97 78 79 79 69 0 92 84 76 76 76 67 67 92 32 73 73 7 65 65 9898 98 95 95 95 99 98 99 98 91 91 91 as 98 98 98 N 88 88 82 98 98 98 85 35 85 79 95 9 95 82 82 92 77 92 92 92 79 79 79 74 89 99 89 77 " 7; 72 7.Array20Array1.�. Array Edge 95 95 95 82 82 82 77 91 91 91 79 79 79 74 88 88 88 76 76 76 71 85 85 85 73 73 73 69 82 82 82 71 71 72 67 79 79 79 69 69 69 65 77 77 67 67 6 63 A".Y Interior as 99 - as 9' 99 99 99 97 97 97 94 99 99 9 94 94 " 91 99 " W 90 W 8 99 99 99 87 8 87 85 99 99 99 8 85 85 82 99 0 99 92 82 82 80 20.27 Arra8 :a 9 99 99 97 97 98 8 SS 99 99 99 84 94 94 82 97 97 :7 81 91 81 79 94 :9 4 94 78 78 78 786 91 91 91 76 76 76 74 98 99 88 73 73 73 71 85 85 85 71 71 71 69 Array Hrtero,, IDS IOS 105 105 105 200 105 105 WS 105 105 105 96 105 105 105 105 105 111 93 101 101 101 101 101 97 W 97 N 98 98 98 94 87 94 95 95 95 41 84 91 92 92 92 92 889 88ArrayEdgeM 271045 98 98 98 98 94 97 94 94 94 94 90_ 83 90 90 90 90 97 SO 87 87 87 97 84 79 84_84 al 75 81 82 82 92 :5 2 79 73 79 79 79 79 79 77 71 77 10 107 107 107 107 107 _94 107 107 107 107 107 107 107 _90 107 107 107 10 107 107 107 _87 107 107 107 107 107 107 107 107 107 106 106 106 106 106 107 107 103 103 103 103 103 IN IN 100 100 111 111 100 45.60 =1 1007 107 1% 111 106 106 106 106 106 102 102 102 102 102 103 103 98 98 98 98 98 100 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 99 89 89 99 92 92 86 86 86 86 86 Array .. 92 92 92 92 92 9 82 92 92 89 89 89 79 79 92 92 86 86 86 76 76 92 92 83 93 83 73 73 92 89 8080 SO 71 71 92 8677 77 77 69 69 92 84 75 75 75 67 6; 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82 81 81 81 72 72 82 82 78 78 78 69 69 82 S % 71 N1 67 :7 N 81 73 73 71 ES 65 82 71 71 71 71 13 61 ".l 'age 82 82 75 75 75 67 67 82 81 72 72 72 64 64 82 78 70 70 70 62 62 82 75 67 67 67 ED W 82 73 65 65 65 57 7 82 70 63 63 63 55 55 82 68 61 61 61 53 53 Ito 20 kmy Jw 88 U Ed 79 79 79 74 U 88 U 76 76 76 71 85 85 95 73 73 73 69 82 82 82 71 71 71 56 79 79 79 68 6 68 64 77 77 7 66 66 66 62 74 74 74 64 64 64 61 Nly Edge 79 79 79 6868 Ed 64 76 76 76 66 66 66 62 73 73 73 64 64 64 SO 71 1 71 61 61 61 57 6868S 68 59 5: 59 54 N 66 66 57 57 57 52 64 64 5A 54 54 54 49 D 20.27 Array [Ited., 89 89 89 64 84 94 92 89 89 a 81 91 81 79 a 89 N 79 79 78 76 99 89 99 75 75 75 73 97 97 87 73 73 73 71 95 85 85 71 71 71 69 82 6282 69 SD 69 67 A,- Edge 87 7 87 73 73 73 71 84 M M 70 70 68 81 91 81 68 68 68 66 78 78 78 65 65 65 64 76 76 76 63 63 63 62 73 73 73 6 1 L 61 1 20 71 7 71 SO DO 0 17 27.45Array id.� ' 94 Z W 91 " 9' 11 91 11 91 11 17 11 1 11 S7 E7 El 84 78 84 84 . 84 81 75 91 82 92 82 92 79 73 79 n 79 79 79 76 75 76 77 7 7; 14 58 74 - Array Edge 81 81 K 81 78 73 7. IS 7g 78 7E 7 ?0 76 76 76 76 76 73 �7 73 IS 73 73 73 70 65 70 71 71 7� 7� U 63 68 69 69 69 69 66 6� de 7 6 N 59 64 45.60 'Ally "t"h" 107 107 101 102 111 102 179+708 02 1 3 _ 101 :: 98 :: 91 11 111 1. 15 95 95 95 11 97 1 W 12 11 11 11 91 19 11 11 19 19 1 91 11 1 86 Ed 8 W 90 83 83 83 83 83 Edge 94 94 W H 88 N 88 91 91 85 85 85 89 89 82 82 92 82 82 86 86 79 79 79 79 79 .91 3 .3 77 77 77 77 77 1 1 . 75 756 75 75 756 79 79 72 72 72 72 72 24 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- Landscape <�, �ow E7;,_000Tf_ Wind Speed> 130 mph - - — 1-40 -ph— 150 mph 160 mph 110 mph 180 mph So,, Load Category Parrot An le R.,Q.re > 1' 1 2e 2, In 3e 3, V 1 2e 2, 20 do 3, 11 1 2e 2, 20 3e 3, 1. 1 2e 2, 2h 3e 3, 11 1 2, 2, 2, 3e 3, 11 1 2e 2, 2, 3, 3, O,o , --e- 86 86 80 W 80 71 71 66 85 76 76 76 68 0 N 80 72 72 72 da 64 86 77 69 69 69 62 62 96 74 66 66 66 59 59 86 71 Ed 64 64 55 55 Array Edge 86 77 69 69 69 62 62 BE 73 66 66 66 58 58 N 70 63 63 63 54 54 83 67 60 W 60 51 51 W U 56 56 56 48 48 77 61 53 53 53 45 45 ]to 20 Array lnterior M M M 73 73 73 68 W W N 69 69 69 65 76 76 76 66 66 66 62 72 72 72 63 63 63 59 69 69 69 W 0 W 55 67 67 67 57 57 57 52 Array Edge 73 73 73 63 63 63 59 69 69 69 W 60 0 55 66 66 66 56 56 % 51 63 63 63 52 52 52 AS 60 60 W 49 49 49 45 57 57 57 46 46 46 42 B 20h,27Array lnteror 93 93 93 77 77 77 75 As N N 74 74 74 72 84 M 84 70 70 70 68 W W W 67 67 67 65 77 77 77 64 64 64 63 74 74 74 62 62 62 W 3 Array Edge W W W 67 67 67 65 76 76 76 64 Ed 64 62 73 73 73 61 61 61 59 0 69 69 57 57 57 55 67 67 67 54 54 54 52 " 64 64 51 51 51 49 27 1145 — ",a to, ' 87 87 87 87 83 77 83 92 92 82 82 79 73 79 78 78 78 78 75 70 75 7S 75 75 75 72 67 72 72 72 72 72 69 64 69 69 69 69 69 67 62 67 Array Edge 75 75 75 72 67 72 71 71 71 71 69 64 69 68 68 68 68 66 61 61 65 65 65 65 63 57 63 62 62 62 62 W 54 Go 64) W 0 W 57 SI 57 — 4 W � Array loteli., 1(K) IM _75 9A 94 94 94 94 95 95 89 89 89 89 89 91 91 95 M 85 85 85 88 88 91 81 81 81 81 94 84 78 78 78 78 78 81 81 75 75 5 75 75 Array Edge 88 88 82 82 82 82 82 84 84 78 78 78 78 78 80 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 68 71 71 65 65 65 65 65 01.7 Array Interior 86 79 71 71 71 63 63 86 75 67 67 67 60 60 86 71 64 64 64 56 56 86 68 61 61 61 52 52 82 65 58 58 59 49 49 79 63 55 55 55 47 47 Array Edge 86 0 62 62 62 53 53 81 65 58 58 58 49 49 77 62 54 54 54 46 46 74 59 50 50 50 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38 38 Ito 20 A,,., lotow 74 74 74 65 65 65 61 71 71 71 61 61 61 57 67 67 67 58 58 58 53 64 U 64 54 54 14 41 :2 62 :2 11 11 13 46 59 11 59 48 48 48 44 Array Edge 65 65 65 55 55 55 50 61 6161 51 51 51 46 58 58 58 47 47 47 43 54 54 54 44 44 ad 51 1 41 41 41 38 As 48 As 39 39 39 35 I, of c 20.27 Array lotew 82 82 82 69 69 69 67 78 78 78 65 65 65 64 74 74 74 62 62 62 61 71 71 71 W W W 57 68 68 68 56 56 56 54 " 66 66 53 53 53 51 Array Edge 71 71 71 60 60 w 58 R 68 H 55 55 55 53 65 65 65 52 52 52 50 62 62 62 48 U a As 59 59 59 45 45 45 44 56 56 56 43 43 43 41 27.45 A,., hdan., 77 77 77 77 . 69 74 73 73 73 73 70 65 70 70 70 70 n 67 62 67 67 67 67 67 " 59 s' Ed "a Ed 6462 5662 61 1 1 61 19 5' ig Array 1Fd&a 67 67 67 67 64 0 64 64 64 64 64 61 55 61 61 61 61 61 58 52 58 57 57 57 57 54 As 54E4 54 Ed 54 51 45 51 1 :1 48 43 48 45 to &I Array lohe Array Edge W SKI 79 79 M 73 84 73 84 84 84 73 73 73 86 75 86 75 79 79 79 69 69 69 79 79 69 69 U 82 72 72 76 76 66 66 76 66 76 76 66 66 79 68 79 68 72 S 72 63 72 72 72 63 63 63 75 66 75 6 69 W 69 Et) H 69 69 ED W W _51 73 63 73 63 67 67 57 57 67 67 57 57 67 57 0.7 Array'ter, 86 74 67 67 67 W W 86 71 Ed 64 64 55 55 84 67 61 61 61 51 51 W 64 57 57 57 48 U 77 62 54 54 54 45 45 74 59 51 51 51 43 43 _ Array Edge 81 65 57 57 57 48 48 77 61 53 53 53 45 45 -7-3 58 49 49 49 42 42 70 54 46 46 46 39 39 67 51 44 44 44 37 37 64 48 41 41 41 34 34 Ito 20 Array lnterior 70 70 70 61 61 61 56 67 1 :7 7 '7 :577 57 52 Ed 64 645 53 53 43 61 61 62 50 50 50 45 58 58 58 47 47 47 43 54 54 54 44 44 44 40 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5 . 82 82 6 1 % 5 . 64 i r . . . 62 El 82 74 66 . " 59 59 82 71 Ed U 64 5 55 Aoey Edge 82 77 69 69 69 62 62 82 73 66 66 Ed 58 58 82 70 63 63 63 54 " 82 67 W 60 0 51 - - 56 48 48 77 61 53 53 53 45 45 71.20 Array looet., 84 84 84 73 73 73 68 W 80 W 69 69 69 65 76 76 76 66 66 66 62 72 72 72 63 63 6 N9 69 " SN 6n w 60 55 67 67 67 57 57 57 52 A-, Edge 73 73 73 63 63 63 59 69 69 69 60 60 60 55 66 66 66 56 56 56 51 63 63 63 S2 52 52 48 60 W 49 49 49 45 57 57 57 46 46 As 42 B 201.27 Array lo-to, 91 91 91 77 77 77 75 88 8 88 74 74 74 72 84 &4 84 70 70 70 68 80 80 80 67 67 67 65 77 77 77 64 64 64 63 74 74 74 62 62 62 W Array Edge 80 80 80 67 67 67 65 76 7: 76 64 64 64 62 73 73 73 61 61 61 59 69 69 69 57 57 57 55 67 67 67 54 54 54 52 64 64 64 51 51 51 49 27.45 Array1-6., 87 87 87 87 83 77 83 82 82 82 82 79 73 79 79 78 78 78 75 70 75 75 75 75 75 72 6; 7 72 72 72 72 69 64 69 69 69 69 69 67 62 67 A-, Edge 75 75 75 75 72 67 72 71 71 71 71 69 Ed 69 " 68 68 68 E6 61 6665 65 65 65 63 57 63 62 62 62 62 W 54 SO W W W W 57 51 S7 . 4560 = 1WIW � � �19 182 I, ', 89 89 89 89 8991 91 8585 85 &5 85 88 88 &1 81 81 91 81 84 8478 78 78 78 78 81 81 75 75 75 75 75 88 &8 82 82 81 82 2 M U �73 78 79 78 W 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 68 71 71 65 65 65 65 65 0.7 A,, loteria, . 8 79 71 7 72 63 63 a 75 67 67 67 0 60 82 71 64 64 Ea 56 56 82 U 61 61 61 52 52 82 65 58 58 S8 49 49 79 63 55 55 55 47 47 _" Edge 92 68 62 62 62 53 53 81 65 58 58 58 49 49 77 62 54 54 " 46 " 74 59 50 50 50 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38 38 72020 A"., hdo1k,' 74 14 74 11 65 65 61 71 71 7' 6' 61 6117 67 61 67 58 18 18 13 Ed 64 14 Sa As 62 62 62 51 S1 51 4 59 59 59 4844as 4: Array Edge 65 E5 65 55 556111 E. 61 61 11 11 51 46 58 58 58 47 47 47 43 54 54 54 44 44 44 40 51 51 51 41 41 41 3: 48 4839 39 35 20 A,J` C 20 to 27 Array lotera., 82 82 82 69 69 69 67 78 1: 7: 1: 11 I'l 1 74 7,4 1 11 :2 11 11 121 7 71 W 60 Ad 57 68 68 56 56 56 54 65 66 66 53 53 53 51 Array Edge 71 ]1 I Z7i 1 !77 0 60 60 58 . , s I " 5 55 53 65 65 1 2 52 5. d 62 62 48 48 48 46 59 59 59 45 45 45 44 56 56 56 43 43 43 41 27 to 45 Array thdah., 77 74 69 74 73 73 73 73 70 65 70 70 70 70 70 67 62 67 67 67 67 67 EA 59 64 64 64 64 64 62 56 62 61 61 61 61 59 53 59 Array Edge 67 6767 67 64 W 64 64 64 64 64 61 55 61 61 61 61 61 58 52 58 57 57 57 57 54 As 54 54 54 " 54 51 45 51 51 51 51 51 48 43 48 45.60 Array looeto W % 84 84 U 84 84 86 86 79 79 79 79 79 82 82 76 76 76 76 76 79 79 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 -6-7--- 6-7 —67 67 Array Edge 79 79 73 73 73 73 73 75 75 69 69 69 69 69 72 72 fib 66 66 " 66 68 68 63 63 63 63 63 66 66 ED W W W W 63 63 57 57 57 57 57 0.7 Array hateut, 82 74 67 67 67 60 60 82 71 54 64 64 55 55 U 67 61 fil 61 51 51 90 64 57 57 57 AS 4877 62 54 54 45 45 74 59 51 51 51 43 43 1 A,,a, Edge 91 65 57 57 57 AS 61 53 53 53 45 45 73 58 49 A9 A9 42 42 70 As 46 46 39 39 67 51 44 37 37 Ed 48 41 42 3444 41 34 7.20 "Woteriot 70 70 70 61 61 61 67 67 67 57 57 57 52 64 61 61 50 Ea) 90 45 58 59 58 47 47 47 43 54 54 54 Ad 44 44 Ad — Array Edge 61 61 61 W 50 SO 46 57 57 57 . . 46 41 13 53 53 43 43 43 39 50 50 M A0 4D 40 37 47 47 47 38 38 38 33 Ad 44 4A 36 36 36 30 D 20,.27 Array lo-W, 79 78 78 65 65 6 63 74 74 74 62 62 62 W 70 70 70 58 58 56 67 67 67 55 55 55 52 64 64 64 51 ' 51 49 62 62 62 a 48 48 46 Array Edge 0 67 67 55 55 55 53 64 64 64 51 51 51 49 61 61 61 47 47 47 46 59 58 58 44 44 44 43 54 54 54 42 42 42 40 51 51 51 39 39 39 38 27.45 A,,,, 1"1;, 73 13 71 ID 65 71 6911 :�l 69 69 EE Il . 66 6666 6 6 1. d� o� E3 6360W 63 .1 1. El 60 Ed W 51 57 57 57 57 57 54 48 54 _ A,E e 63 63 63 63 El 55 61 60 60 60 57 ,1 57 6 56 56 56 53 47 53 52 52 52 52 50 44 50 49 49 49 49 47 42 47 " 46 46 46 44 39 44 45 to W Array I-flo, 85 85 79 79 79 79 79 81 81 7: 75 7: 7 75 8 78 71 71 71 71 71 74 74 68 68 68 68 71 71 66 66 66 66 66 68 68 63 63 63 63 63 A-, Edge 75 75 69 69 69 0 69 71 71 6 65 6 65 65 68 68 62 62 62 62 62 65 65 59 59 59 59 59 62 62 56 56 S6 56 56 W 60 53 53 53 53 53 0.7 Ay hdu� 92 82 W 80 8071 71 82 82 76 76 76 68 68 82 80 72 72 72 64 64 82 77 69 69 69 62 62 92 74 66 66 66 59 59 92 71 EA 64 Ed 55 5' �.y Edge 92 77 69 69 69 62 62 82 73 66 66 66 58 58 82 70 63 63 63 54 54 8267 60 0 W " N sc 64 56 56 56 AS 48 77 61 53 53 53 45 41 . 720 A, i—lo, 84 84 8473 73 73 68 SO W W 69 69 69 65 76 76 76 66 66 66 62 72 72 72 63 63 63 59 69 69 69 60 60 6055 67 67 6 5 57 57 52 Array Edge 73 73 73 _3 63 63 59 69 0 VI 60 0 55 % 66 &5 Is 56 56 51 63 63 63 52 52 52 As W 60 W 49 49 49 45 57 57 5; 46 46 46 42 8 20.27 Array interior 88 11 77 7; 7; 7: 88 86 18 74 74 74 11 84 8411 84 IC) 10 10 68 80 80W 67 67 67 65 77 77 77 64 Ad 64 63 74 74 74 62 62 62 sa Array Edge 8080 8067 s E 6 76 76 76 64 64 64 62 3 73 73 61 61 61 59 69 69 69 57 57 57 55 67 67 67 54 54 54 52 64 64 64 51 51 SI 49 27 to 45 Array hoad., 87 87 87 87 83 77 83 82 82 82 82 79 73 79 78 78 78 78 75 70 75 75 75 75 75 72 67 72 72 72 72 72 69 64 69 69 69 69 0 67 62 67 Array Edge 75 75 75 75 72 67 72 71 71 71 71 69 64 69 68 68 68 68 66 61 GS 65 65 65 65 63 57 63 62 62 62 62 0 54 6a0 0 W W W 57 51 57 45.60 A,., 1.h,,j., 100 IN 94 94 94 94 94 % 95 89 89 89 89 89 91 91 85 85 85 85 M 88 88 81 81 81 81 81 U 84 78 78 78 78 78 St 81 75 75 75 75 75 Array Edge 88 88 82 82 92 82 82 U 84 78 78 78 78 79 80 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 68 71 71 65 65 65 65 65 0.7 =, :2 79 71 7 71 63 63 82 75 67 67 67 W Ed) 82 71 64 64 56 56 82 68 61 61 61 52 52 82 65 58 58 58 49 49 79 63 55 55 55 47 47 , 68 6262 62 53 53 81 65 58 58 58 49 49 77 62 54 54 54 46 As 74 59 50 50 50 43 43 7' 5' 47 47 47 AD 40 ES 52 45 45 45 38 38 7.W Array treat., 74 1 74 65 :: 65 61 71 7 71 fil fil 61 57 67 67 67 58 58 58 53 64 64 64 54 54 54 49 62 62 6 51 51 51 4,6 59 59 59 48 4448 ArrayEdge 65 65 65 SS 55 50 61 61 61 51 51 51 46 58 58 58 47 47 47 43 54 54 54 44 Ad Ad W 51 51 51 41 41 41 38 48 48 48 39 39 39 35 25,4 c 20027 A Yho— Array Edge. 92 92 71 71 82 71 69 W 69 69 67 60 W 58 78 U 78 U 79 65 65 68 55 55 65 64 55 53 74 74 65 65 74 62 65 52 62 52 62 61 52 50 71 62 71 62 71 62 60 48 60 W 57 AS AS As 68 59 68 59 68 59 55 45 56 56 54 45 45 44 46 56 % 56 66 53 56 43 53 53 43 43 5 41 27.45 Allay tooeh, 77 7 77 77 74 0 74 73 73 n 73 70 65 70 70 70 70 70 67 62 67 67 67 67 67 Ed 59 64 Ed Ed Ed U 62 56 62 61 61 61 61 59 53 59 ,Ay Edge 67 67 67 67 Ed 60 Ed 64 so 64 64 61 55 62 61 61 61 61 58 52 58 57 57 57 57 54 48 54 54 54 54 Ed 51 45 51 51 51 51 51 48 43 " 45,.60 Array IoWlew W 90 84 84 84 84 M N N 7: 79 7: 79 7: 82 82 76 76 7: 76 76 79 79 72 72 72 7 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 Array Edge 79 79 73 73 73 73 73 75 75 6 69 6 69 6 72 72 66 66 6 66 66 68 63 63 63 63 63 65 66 W 0 0 w w 63 63 17 �11 0 to 7 Array Inhor 8 74 67 67 67 060 82 71 64 64 64 55 55 82 67 61 61 61 51 51 80 57 57 57 4B AS 77 62 54 54 54 45 45 74 59 31 11 411Z 4IZ .t. 6 Array 81 65 57 57 57 48 48 77 6 3 3 53 73 58 49 49 49 42 42 70 54 46 46 46 39 39 67 1 - - 37 37 64 As 41 41 41 34 34 Ito 20 Array 1—to, 70 70 70 61 61 61 56 67 6i 1 N N 55 157 152 64 64 53 53 53 48 61 61 61 So 45 '8 5 N 58 4 1 4�7 47 43 54 54 44 44 44 40 Array e 61 61 61 50 % 51) 46 57 S7 57 46 As 46 42 53 53 53 43 43 43 39 50 ad AD 40 37 47 47 47 38 39 39 33 44 44 44 36 36 36 30 D 20 to 27 Array kdaIo, 78 78 78 65 65 65 63 74 74 74 62 62 62 60 70 70 70 58 58 59 56 67 67 67 55 55 55 52 64 64 64 51 51 51 49 21 62 62 48 484648 Aay Edge 67 67 67 55 55 55 53 64 64 Ed 51 51 51 49 61 61 61 47 47 47 46 58 59 58 44 44 44 43 54 54 54 42 42 42 40 51 51 39 39 39 38 27 . 45 Array tnierbr 73 73 73 73 70 65 70 69 69 69 69 66 62 66 66 M 66 H 63 58 63 63 63 63 63 61 54 61 60 60 60 60 57 51 57 57 57 57 57 4: 54 Array Edge 63 63 63 63 61 55 61 60 W 60 W 57 51 57 55 % 56 56 53 47 53 52 52 52 52 44 54) 49 19 49 49 47 42 47 45 46 A6 46 443 " 45 to W Amy trdaw 95 85 79 79 79 79 79 81 81 75 75 75 75 75 78 78 71 71 71 71 71 74 74 68 68 68 68 68 71 71 66 66 66 66 66 68 68 63 63 63 63 63 Array Edge 75 75 69 69 69 69 69 71 71 65 65 65 65 65 68 68 62 62 62 62 62 65 65 59 59 59 59 59 62 62 56 56 56 5656 60 60 53 53 53 53 53 25 of 31 Maximum Rail Spans (Inches) Clickfit Rail 450124 (REVX03) flush -Mount on 0 to 30 foot Roof — L-foot — Landscape Grou6W Exposure Wind Speed-> 90 mph 95 mph 100 mph 105 mph 110mph SSS mph 120 mph Snow Loatl Category Parcel Angie Roof Zane-> 1' 1 de 2, 2n 3e 3,[85 1 2e 2r 2n 3e 3, I' 3 Ze 2, 2n 3e 3, 1' I 2e 2, 2, 3e 3, 1' 1 2e 2, 2, 3e 3, i' I 2e Zr 2n 3e 3, S' 1 2e 2, 2, 3e 3, 0to 7 Array Interior 81 81 81 81 81 81 8181 81 81 $1 82 81 81 81 81 81 81 81 81 81 81 81 81 B2 81 81 81 81 81 81 81 80 80 81 81 81 81 81 78 78 81 81 81 81 81 75 75 Array Edge 81 81 81 81 81 80 8081 81 81 81 77 77 81 81 81 81 Bi 74 74 81 81 81 81 81 72 72 81 81 78 78 78 69 69 81 81 76 76 76 67 67 81 81 73 73 73 65 65 Ito 20 Array Interior 83 83 83 83 83 83 8383 83 83 83 83 83 83 83 83 83 83 83 82 83 83 83 83 83 83 79 83 83 83 82 82 82 77 83 83 83 79 79 79 74 83 83 83 77 77 77 72 Array Edge 83 93 83 82 82 82 7783 83 79 79 79 74 83 83 83 76 76 76 71 83 83 83 73 73 73 69 82 82 82 71 71 71 67 79 79 79 69 69 69 65 77 77 Tr 67 67 67 63 8 20 to 27 Array Interior 85 85 85 85 85 85 8585 85 85 85 85 65 85 85 85 85 85 85 85 85 85 85 85 85 85 85 85 85 85 85 85 SS 85 85 85 85 85 85 85 82 85 65 85 82 82 82 80 Array Ed a 85 85 85 85 85 85 8585 85 84 84 84 62 85 85 65 81 el 81 79 85 85 85 78 78 78 76 85 85 BS 76 76 76 74 85 65 85 73 73 73 71 85 65 85 71 71 71 69 27 to 45 Array Interior 99 99 99 99 99 99 9999 99 99 99 96 99 99 99 99 99 99 93 99 99 99 99 99 97 90 97 98 98 98 98 94 87 94 95 95 95 95 91 84 91 92 92 92 92 88 82 88 Array Edge 98 98 98 98 94 87 9494 94 94 90 83 90 90 90 90 90 87 80 87 87 87 87 87 84 78 84 84 84 84 64 81 75 81 82 82 82 82 79 73 79 79 79 79 79 77 71 77 45to 60 Array lMed9r 107 107 107 107 101 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 106 106 106 IN 106 107 107 103 103 103 103 103 IN IN 100 100 111 IN 100 Array Edge 107 107 106 106 IN 106 IN IN 106 102 102 102 102 102 103 103 98 98 98 98 98 IN 111 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 86 86 86 010 7 Array Interior 81 81 81 81 81 81 81 81 81 81 81 81 79 79 81 81 81 81 81 76 76 81 81 81 81 81 73 73 81 81 80 80 80 71 71 81 81 77 77 77 69 69 81 81 75 75 75 67 67 Array Edge 81 81 80 80 80 71 71 81 81 77 77 77 68 68 81 81 74 74 74 66 66 BI 80 72 72 72 54 64 81 77 69 69 69 62 62 81 75 67 67 67 60 60 81 72 65 65 65 57 57 7.20 Array interor 83 83 83 83 83 83 78 83 83 83 81 81 81 76 83 83 83 78 78 78 73 83 83 83 75 75 75 70 83 83 83 73 73 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83 90 90 90 90 90 87 80 87 87 87 87 87 84 78 84 B4 84 84 84 81 75 81 82 82 82 82 79 73 79 79 79 79 J9 77 71 77 45 to 60Me6lor 107 107 107 207 107 107 107 107 107 W 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 106 IN IN 106 106 107 107 103 111103I03103ININ too100looIN100 Edge 107 101 106 106 106 106 IDS 106 IN102 102 102 102 102 103 103 98 98 98 98 98 100 100 95 95 95 95 95 97 97 92 92 92 92 92 959589 89 89 89 89 92 92 86 86 8 66Oro7nterior ]6 76 76 ]6 76 76 76 J6 76 76 76 76 16 76 76 76 76 76 76 7fi 76 l6 76 76 76 76 13 13 76 76 76 76 76 71 71 16 76 76 76 76 69 697676 15 75 75 6l 67 Edge 76 76 76 76 76 71 71 76 76 76 76 75 68 68 )6 76 ]4 74 74 66 66 76 76 72 72 72 64 64 76 ]6 69 69 69 62 62 ]6 ]5 67 67 6] 60 60 76 72 65 65 65 57 57 Ito 20 Array Interior ]8 78 78 78 76 78 78 78 78 JB 78 78 78 76 78 76 78 78 78 78 73 78 78 78 75 75 75 70 78 78 78 73 73 73 68 78 78 78 70 70 70 66 78 78 78 68 58 68 64 Array Edge 78 78 78 73 73 73 68 78 78 78 70 70 70 66 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65 59 59 59 59 59 62 62 56 S6 S6 56 56 W W 53 53 53 53 53 27 of 31 Maximum Rail Spans (Inches) dickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot — Landscape Grouts Expnwre Wnd Speed -> W mph 95 mph lop mph 165 mph 110 mph 115 mph 120 mph S— load Cate o E—fAn a Roof lane-> 1 1 2e 21 20 3e 31 V 1 20 2, 20 3e 3, V 1 2e 2, 2. 3e 3, 1' 1 2e 2, 20 3e 3, 1' 1 2e 2, 20 3e 3, 1' 1 2e 2, 20 3e 3, 1' 1 2e 2, 2, 3e 3, 0.7 ArraylMerior 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 14 74 74 74 74 74 74 74 74 74 Array Edge 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 72 72 74 74 74 74 74 69 69 74 74 74 74 74 67 67 74 74 73 73 73 65 65 Ito 20 array r lnterb 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 74 76 76 76 76 76 76 72 Array Edge 76 76 76 76 76 76 76 76 76 76 76 76 75 74 76 76 76 76 76 76 71 76 76 76 73 73 73 69 76 75 76 71 71 71 67 76 76 76 69 69 69 65 76 76 76 67 67 57 63 8 202027 Array tniertor 78 78 78 78 78 78 78 78 78 78 JB 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Array Edge 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 76 78 78 78 76 76 76 74 78 78 78 73 73 73 71 78 78 78 71 71 71 69 2710 45 Arraytnterior 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 90 91 91 91 91 91 91 87 91 91 91 91 91 91 84 91 91 93 91 91 88 82 88 Array Edge 91 91 91 91 91 87 91 91 91 91 91 90 83 90 90 90 W 90 87 W 87 87 87 87 87 84 78 84 84 84 84 84 81 75 81 82 82 82 82 79 73 79 79 79 79 79 77 71 77 45 to W Array Interior 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 3O7 107 107 107 107 107 107 107 107 107 107 107 307 107 107 106 M6 1D6 106 106 107 107 103 103 103 103 103 104 IN 100 100 100 SW 100 Array Edge 107 107 106 106 106 106 106 106 106 102 102 102 102 102 103 103 98 98 98 98 98 100 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 86 86 86 0 to ArraylMerior 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 ]4 74 74 73 73 74 74 74 74 74 71 71 74 74 74 74 74 69 69 74 74 74 7474 67 67 Array Edge 74 74 74 74 74 71 71 74 74 74 74 74 68 68 74 74 74 74 74 66 66 74 74 72 72 73 N 64 74 74 69 69 69 62 62 74 74 67 67 67 60 60 74 J2 65 65 65 5l 57 Ito 20 Array lMerior 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 73 76 76 76 75 75 75 70 76 76 76 73 73 73 68 76 76 76 70 70 70 66 76 76 76 68 68 68 64 Array Edge 76 76 76 73 73 73 68 76 76 76 70 70 70 66 76 76 76 67 67 67 63 75 75 ]5 65 65 65 61 73 73 73 63 63 63 59 70 70 70 61 61 61 56 68 68 68 59 59 59 54 45 psf C 2010 27 Array Interior 78 78 78 78 78 78 78 78 78 78 78 78 78 78 l8 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 77 77 77 75 78 78 78 75 75 75 73 78 78 78 73 73 73 71 "ay Edge 78 78 JB 77 77 77 75 78 78 78 74 74 74 72 78 78 78 72 72 72 70 78 78 ]8 69 69 69 68 78 78 78 67 67 67 65 78 78 78 65 65 65 63 76 76 76 63 63 63 62 27 to 45 ArraylMerior 91 93 91 91 91 89 91 91 91 91 91 91 86 91 91 91 91 91 89 82 89 W 90 90 90 N 80 86 87 87 87 87 83 77 83 84 84 84 84 81 75 81 81 81 81 81 78 73 78 Array Edge 86 N 86 86 83 77 83 83 83 83 83 80 74 W 80 W 80 W 77 72 77 78 78 78 78 75 69 75 75 75 75 75 72 67 72 73 73 73 73 70 65 70 71 71 71 71 68 63 68 45.. Array interior 107 107 107 107 107 107 107 107 107 IN IN 104 104 IN 105 105 101 101 101 101 101 102 102 97 97 97 97 97 99 99 94 94 94 94 N 97 97 91 91 91 91 91 94 94 88 88 88 88 88 Array Edge 99 99 N N 94 94 94 96 96 W 90 90 W W 93 93 87 87 87 87 87 W 90 84 84 84 8488 88 88 82 82 82 82 82 86 36 79 79 79 79 79 83 83 n 77 77 77 77 Oro 7 Nray anterior 76 76 76 76 76 76 76 76 76 76 76 76 74 74 76 76 76 76 76 72 72 76 76 76 76 76 69 69 76 76 75 75 75 67 67 76 76 73 73 73 65 65 76 76 71 71 71 63 63 ArrayE a 76 76 75 75 75 67 67 76 76 72 72 72 64 64 76 76 70 70 70 62 62 76 75 67 67 67 W W 76 73 65 65 65 57 57 76 70 63 63 63 55 55 76 68 61 61 61 53 53 Ito 20 ArraylMerior 78 78 78 78 78 78 74 78 78 78 76 76 76 71 78 78 78 73 73 73 69 78 78 78 71 71 71 66 78 78 78 68 68 68 64 77 77 77 66 66 66 62 74 74 74 64 64 6a 61 Array Edge 78 78 78 68 68 68 64 76 76 76 66 66 66 62 73 73 73 64 64 64 W 71 71 71 61 61 61 57 68 68 68 59 59 59 54 66 66 6657 57 57 52 64 64 64 54 54 54 49 D 20.27 ArraylMerior 80 W W W W 80 W W W W W W W 79 W W W 78 78 78 76 W 80 80 75 75 75 73 W W W 73 73 73 71 80 80 W 71 71 71 69 W 80 W 69 69 69 67 Array Edge W W W 73 73 73 71 W 80 80 70 70 70 68 80 SO 80 68 68 68 66 78 78 78 65 65 65 64 76 76 76 63 63 63 62 73 73 73 61 61 61 W 71 71 71 W W W 57 27 to 45 Array Interior 94 94 N N 91 gb 91 91 91 91 91 87 81 87 87 87 87 87 84 78 84 84 84 84 84 81 75 81 82 82 82 82 79 73 79 79 79 79 79 76 70 76 77 77 77 77 74 68 74 Array Edge 81 81 81 81 78 73 78 78 78 78 78 76 70 76 76 76 76 76 73 67 73 73 73 73 13 70 65 79 71 71 71 71 68 63 68 69 69 69 69 66 61 66 67 67 67 67 64 59 64 45 w W Array Interior 107 107 102 102 102 102 102 103 103 98 98 98 98 98 1W 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 86 86 86 90 90 83 83 83 83 83 Array Edge 94 94 88 88 88 88 88 91 91 85 85 85 65 85 89 89 82 82 82 82 82 86 86 79 79 79 79 79 83 83 ]] 77 7] ]] 77 81 81 75 75 75 75 75 79 79 72 72 72 72 72 0to 7 NraY lnwrior 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 ]2 72 72 72 72 72 72 Array Edge 72 72 72 72 72 72 72 ]2 ]2 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 12 72 72 72 72 72 69 69 72 72 72 72 72 67 67 72 ]2 72 72 72 65 65 Ito 20pyite nterior 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 72 Edge 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 71 74 74 74 73 73 73 69 74 74 74 71 71 71 67 74 74 74 69 69 69 65 74 74 74 67 67 67 63 8 20w 27lnteriar 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 Edge 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 16 76 76 76 76 76 76 76 76 76 76 76 74 76 76 76 73 73 73 71 76 76 76 71 71 71 69 27 w45interior 89 89 89 $9 89 89 69 89 69 89 89 89 89 89 89 89 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 87 89 89 89 89 89 89 84 89 89 89 89 89 W 82 88 Edge 89 89 89 89 89 87 Is 89 69 89 89 89 83 89 89 89 89 89 87 80 87 67 87 87 87 B4 78 N 64 84 84 84 81 75 81 82 82 82 82 79 73 79 79 79 79 79 77 71 77 45 w Wirtteriar 107 107 107 107 107 107 207 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 196 306 1% 106 106 107 107 103 1D3 103 103 103 IN IN 100 100 100 1W 1W Edge 107 107 106 106 106 106 106 196 106 102 102 102 102 102 103 103 9$ 98 98 98 98 iW 100 95 95 95 95 95 9l 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 86 86 86 0 to7lMerior l2 J2 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 ]2 72 72 ]2 72 ]2 72 72 72 ]2 ]2 71 71 72 72 ]2 72 72 69 69 ]2 J2 72 72 72 67 67 Edge 72 72 72 J2 72 ]S 7172 72 72 72 72 68 68 72 72 72 72 72 66 66 J2 J2 l2 72 72 64 54 72 72 69 69 69 62 62 72 72 b7 6J 6J W W 72 ]2 65 65 65 Sl 57 7.20 lMerior 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 14 J4 14 74 74 73 74 74 14 74 14 ]4 70 74 74 74 73 73 73 68 74 74 74 70 70 70 66 74 74 74 68 68 68 64 "a, Edge 74 74 74 73 73 73 6874 74 74 70 70 70 66 74 J4 J4 67 67 67 63 74 74 74 55 65 65 63 73 73 73 63 63 63 59 70 70 70 61 61 61 56 68 68 68 59 59 59 54 W pf C 20to27 Nray tntartor 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 ]6 76 76 76 76 76 76 76 76 76 76 76 76 76 76 75 76 76 76 75 75 75 73 76 76 76 73 73 13 11 Nray Edge 76 76 76 76 ]6 76 75 76 76 76 74 74 74 72 76 76 J6 72 72 72 7D 76 76 76 69 69 69 68 76 76 76 67 67 67 65 76 76 76 65 65 65 63 76 76 76 63 63 63 62 27.45 Array lnterbr 89 89 89 89 89 89 89 89 89 89 89 89 86 $9 69 89 89 89 89 82 89 89 89 89 89 86 W 86 87 87 87 87 83 77 83 84 84 84 Be 81 75 81 81 81 81 81 78 73 78 Array Edge 8686 N 86 83 77 83 83 83 83 83 W 74 W W 80 80 80 77 72 77 78 78 78 78 75 69 75 75 75 75 75 72 67 72 73 73 73 73 70 65 70 71 71 71 71 68 63 66 45 to 60 Array toterbr 107 107 107 107 107 107 107 107 107 104 IN 104 IN IN 105 105 101 101 101 101 101 102 102 97 97 97 97 97 99 99 94 94 94 94 94 97 97 91 91 91 91 91 94 94 88 88 88 88 88 Array Edge 99 99 N 94 94 94 94 96 96 90 90 90 90 W 93 93 87 87 87 87 87 90 90 8484 84 84 84 88 88 82 82 82 82 82 86 8679 79 ]9 79 79 83 83 ]] ]] 77 77 77 Oto 7 Nray Interior 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 _ 74 74 74 72 72 74 74 74 74 74 69 69 74 74 74 74 74 57 6] 74 74 73 73 73 65 65 74 74 71 71 71 63 63 Array Edge 74 74 74 74 74 67 67 74 74 72 72 ]2 64 64 74 74 70 70 70 62 62 74 74 67 67 67 60 60 74 73 65 65 65 5] 57 74 70 63 63 63 55 55 74 68 61 61 61 53 53 Ito 20 ArraylMerior 76 76 76 76 76 76 74 76 76 76 76 76 76 71 76 76 76 73 73 73 69 76 ]6 75 71 71 71 % 76 76 76 68 68 68 64 76 76 76 66 66 66 62 74 74 74 64 64 64 61 Array Edge 76 76 76 68 68 68 64 76 76 76 % 66 66 62 73 73 73 64 64 64 60 71 71 71 61 61 61 57 68 68 68 59 59 59 54 66 66 66 57 57 57 52 64 64 64 54 54 54 49 D 20.27 ArraylMerior 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 76 78 78 76 78 78 78 75 75 75 73 78 78 78 73 73 73 71 78 78 78 71 71 71 69 78 ]8 78 59 69 69 67 Array Edge 78 78 78 73 73 73 71 78 76 78 70 70 70 68 78 78 78 68 68 68 66 78 78 78 65 65 65 64 76 76 76 63 63 63 62 73 73 73 61 61 61 W ]1 ]1 71 W 60 W 57 27.45 ArraylMerior 92 92 9d 92 91 84 91 91 91 91 91 87 81 87 87 87 87 87 84 78 84 84 84 84 84 82 75 81 82 82 82 82 79 73. 79 79 79 79 79 76 70 76 77 77 77 77 14 68 74 Array Edge 81 81 81 81 78 73 78 78 l8 78 78 76 70 76 76 76 ]6 76 73 67 73 73 J3 73 73 70 65 70 71 71 71 71 68 63 68 69 69 69 69 66 61 66 67 67 67 67 64 59 64 45.0 Array loodor 107 107 102 102 102 102 102 103 103 98 N 98 98 98 10 SW 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 N 86 86 86 86 9D 90 83 83 83 83 83 Array Edge 94 94 88 BB 88 88 88 91 91 BS 85 85 85 85 89 89 82 82 82 82 82 86 86 79798379 79 79 79 83 83 77 77 77 77 77 81 81 75 75 75 75 75 79 79 72 72 72 72 72 010 7 ArraylMerior 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 58 68 68 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 Array Edge 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 W 68 67 67 68 68 68 68 68 55 55 7w 20 Array anterior 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 )0 70 ]0 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 "ay E 70 70 70 70 70 70 l0 70 70 70 70 70 ]0 70 79 J0 70 70 70 ]0 70 70 70 70 70 70 70 69 70 70 70 70 70 70 67 70 70 70 69 69 69 65 70 70 70 67 67 67 63 8 20w 27 Nray{Horror l3 73 73 73 73 73 73 73 73 73 73 J3 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 13 73 73 13 73 l3 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 Nray Edge 73 73 73 73 73 73 73 73 73 73 ]3 73 ]3 73 ]3 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 J3 73 73 73 73 73 73 73 71 73 73 73 71 71 71 69 27.45PAyl�, Merior 84 84 84 84 84 84 84 M 84 84 84 84 84 84 84 84 84 84 84 84 84 84 84 84 84 84 84 $A 84 84 84 84 M 8a 84 84 8a 84 64 84 84 84 84 84 84 84 84 82 84 Edge 84 84 84 84 84 . 84 84 84 34 84 84 &1 84 84 84 84 84 84 W 84 84 84 84 84 84 78 84 84 84 64 84 81 75 81 82 82 82 82 79 73 79 79 79 79 79 77 71 77 45.0 nterior 107 107 107 107 107 107 107 107 107 107 10J 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 306 IN 106 306 106 107 107 103 103 103 W3 103 IN 104 iW 1W iW 1W iW £dge 107 107 106 106 106 SW 306 106 106 102 102 102 102 102 103 103 98 98 98 98 98 IW 300 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 e6 86 860.7addeior 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 W W 68 68 68 68 68 68 68 68 W 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 67 67 Edge 68 fig6868686868686868686868 68 68 68 68 68 68 66 66 68 68 68 68 68 64 64 68 68 68 68 68 62 62 68 68 fi7 67 67 60 W 68 68 65 65 65 57 57 7w20lMerior 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 ]0 70 70 70 70 JO 70 7D 70 ]0 70 ]0 70 70 70 70 70 68 70 70 10 70 JO 70 66 ]D 70 70 68 68 68 64 Edge 70 70 70 70 70 70 68 70 70 70 70 70 70 66 70 70 70 67 676763 707070 65 65 65 61 70 70 70 63 63 63 59 70 7070 61 61 61 56 686868 59 59 s954 psf C 20to27imterior ]3 73 73 73 73 737373 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 ]3 73 ]3 ]3 73 73 73 ]3 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 73 71 Edge 73 7373 73 73 73 73 73 73 73 7373 73 72 73 73 73 72 72 72 70 73 73 73 69 6969 68 73 737367 67 67 65 73 73 ]365 6565]272 72 63 63 6327w45 Interior 64 84 M 84 84 84 84 84 84 84848484 84 84 84 84 84 84 84 84 82 84 84 84 84 M 84 W 84 84 84 84 84 83. 77 83 84 84 84 84 81 75 81 8111 81 81 79 73 18 Array Edge 84 84 84 8477 77 83 83 83 83 83 80 74 80 BO 80 80 80 77 72 77 78 78 78 78 75 69 75 75 75 75 75 72 67 72 73 73 73 73 70 65 70 71 71 71 71 68 63 68 45.60 Nray1Mer4or ge Array Ed 107 107 107 99 99 N 107 107 W W 107 107 94 94 107 96 107 96 104 IN IN 90 90 90 IN 104 90 W 105 205 93 93 101 WI 87 87 101 87 101 101 87 87 102 102 90 90 97 8484 97 97 97 97 84 84 8488 99 99 88 94 94 82 82 94 94 94 82 82 82 97 86 9l 91 86 79 91 79 91 91 91 79 79 79 94 83 94 88 83 77 88 77 88 88 77 77 88 77 Otp J Array lnterbr 70 ]0 70 70 70 70 70 70 70 70 JO 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 69 69 70 70 M 70 70 67 67 70 70 70 70 70 65 65 70 7D 70 70 70 63 63 Nray Edge 70 70 70 70 70 67 67 70 JO 70 JO 70 54 64 70 70 70 70 70 62 62 70 70 67 67 67 W W 70 70 65 65 65 57 57 70 JO 63 63 63 55 55 70 68 61 61 61 53 53 Ito 20 ArraylMerior 73 73 73 73 73 73 73 73 73 73 73 73 73 71 73 73 73 73 73 73 69 73 73 73 11 11 11 66 73 73 73 68 68 68 64 73 73 73 66 66 66 62 73 73 73 64 64 64 61 Array Edge 73 73 73 68 68 68 64 73 73 73 66 66 66 62 73 73 73 64 64 64 W 71 71 71 63 61 63 57 68 68 66 59 59 59 54 66 66 66 57 57 57 52 64 64 64 56 54 64 49 D 20.27 Nray irrtenor 75 75 75 75 75 73 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 73 75 75 75 73 73 73 71 75 ]5 l5 73 71 71 69 75 75 75 b9 69 69 67 Nray Edge 75 75 75 73 73 73 71 75 75 75 70 70 70 68 75 l5 75 68 68 68 66 75 75 75 65 65 65 64 74 74 74 63 63 63 62 73 73 73 63 61 61 W 71 71 71 W W w 57 27.45 —Wolerior 87 87 87 87 87 84 87 87 87 87 87 87 81 87 87 8] 87 87 84 78 84 84 84 84 64 81 75 81 82 82 82 82 79 73 79 79 79 79 79 76 70 76 77 77 77 77 74 68 74 Array Edge 81 81 81 81 78 73 78 78 78 78 78 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 65 70 71 71 71 71 68 63 68 69 69 69 69 66 61 66 67 67 67 57 64 59 64 45 w W Array interwr 107 107 102 102 102 102 102 103 103 98 98 98 N 98 1001W 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 B6 86 86 W 9083 83 83 83 83 Array Edge 94 94 88 88 88 88 88 91 91 85 85 85 85 85 N 89 82 82 82 82 82 86 86 79 79 79 79 79 83 83 77 77 77 77 77 81 81 75 75 75 75 75 79 79 72 72 72 72 72 28 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot — Landscape Ground Exposure Wind Speed -ph— 140 mph 150 mph 160 mph 170 mph 180 mph Snow Load Catgo,, Panel An Roof Zone V i 2e 2, 2n 3e 3, V 1 21, 2, 2h 3e 3, V 1 2e 2, 2h 3e 3, 1. 1 2e 2, 2a 3e 3, V 1 2e 2, 2h 3e 3, 11 1 Ze 2r 2n 3e 3r 0 1. 7 A,,., In.no, 74 74 74 74 74 71 71 74 74 74 74 74 68 68 74 74 72 72 72 ha Ea 74 74 69 69 69 U 62 74 74 66 66 66 59 59 74 71 64 64 ea 55 55 Array Edge 74 74 69 69 69 62 62 74 73 66 66 66 58 58 74 70 63 63 63 54 54 74 67 60 60 60 St 51 74 Ed 56 56 56 48 48 74 61 53 53 53 45 45 Ito 20 A—, interior 76 76 76 73 73 73 68 76 76 76 69 69 69 65 76 76 76 66 66 66 62 72 72 72 63 63 63 59 69 69 69 0 ED w 55 1; 6; 1' 11 57 12 Array Edge 73 73 73 63 63 63 59 69 69 69 W W 60 55 66 66 66 56 56 56 51 63 63 63 52 52 52 48 6060 6049 49 49 45 , , :; 446,646 42 B 20.27 Arraylnterior 78 78 78 77 77 77 75 78 78 78 74 74 74 72 78 78 78 70 70 70 68 78 78 78 67 67 67 65 77 77 77 64 64 U 63 74 74 74 62 62 62 W _ Array Edge 78 78 78 _67 67 67 65 76 76 76 . . 64 62 73 73 73 61 61 61 59 69 69 69 57 57 57 55 67 67 67 54 54 54 52 . 64 64 51 51 51 49 27.45 Arraylnterior 87 87 87 87 83 77 93 82 82 82 82 79 73 79 78 78 78 78 75 70 75 75 75 75 7S 72 67 72 72 72 72 72 69 64 69 69 69 69 69 67 62 67 Array Edge 75 75 75 75 72 67 72 71 71 71 71 69 64 69 68 58 H 68 66 61 66 65 65 65 65 63 57 63 62 62 62 62 60 54 0 W W W W 57 51 57 45.60 a"nten.' 100 100 94 94 94 94 94 95 95 89 89 0 89 89 91 91 85 85 85 85 85 88 88 81 81 at 81 81 84 84 78 79 79 78 78 81 81 75 75 75 75 75 Array Edge 88 88 82 82 82 82 82 84 84 78 78 78 78 78 N 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 68 71 77 65 65 65 65 65 0.7 Array Interior J4 74 71 71 71 63 63 74 74 67 67 67 60 0 74 71 64 64 M 56 56 74 68 61 61 61 52 52 74 65 58 58 58 49 49 74 63 55 55 55 47 47 Array Edge 74 68 62 62 62 53 53 74 65 58 58 58 49 49 74 62 " 54 54 46 46 73 59 50 50 M) 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38 38 71.20 Array Interior 74 74 74 65 65 65 61 71 71 71 61 61 61 57 67 67 67 58 58 58 53 64 64 64 54 54 54 49 62 62 5 22 51 46 59 59 59 48 48 48 4451 Array Edge 65 65 65 SS 55 55 50 61 61 61 51 51 51 4658 58 58 47 47 47 43 54 54 54 44 4444 40 51 51 41 41 41 38 " 48 48 39 39 39 35 45 p,f C 20.27 AmV Interior 78 78 79 0 69 69 67 79 78 78 65 65 65 E4 74 74 74 62 62 62 61 71 71 71 W W W ' 68 69 63 56 56 56 66 % 66 53 53 53 51 Array Edge 71 71 71 0 60 58 68 68 68 55 55 55 53 65 65 65 5 52 52 50 62 62 62 48 48 As 46 59 59 59 45 45 45 44 56 56 56 43 43 43 41 27.45 A,.V Interior 77 77 77 77 74 69 74 73 73 73 73 70 65 70 70 70 70 M 67 62 67 67 67 67 67 64 59 64 64 64 64 " Q 56 62 6 61 61 61 59 53 59 Array Edge 67 67 67 67 64 W 54 b4 64 64 64 61 55 61 61 61 61 61 58 52 58 57 57 57 57 54 as 54 54 54 54 54 51 45 51 51 51 51 51 48 43 48 45 to W Array Ihnaw 90 90 Be " M U U 96 86 79 79 79 79 79 U 82 76 7 76 76 76 79 79 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 Array Edge 79 79 73 73 73 73 73 75 75 0 69 69 69 69 72 72 66 66 66 66 66 68 68 63 63 63 63 63 " 66 60 60 ED 0 60 63 63 57 57 57 57 57 Ono Arraylnterior 76 74 67 67 67 W W 76 71 64 64 64 55 55 76 67 61 61 61 51 51 76 64 57 57 57 Q 48 76 62 Sa 54 54 45 45 74 59 51 51 51 43 43 Array Edge J6 65 57 57 57 48 48 76 61 53 53 53 45 45 73 58 49 49 49 42 42 70 54 46 46 46 39 39 67 51 . 44 . 37 37 as 41 41 41 ]MI 34 Ito 20 A y Into6oh, 70 70 70 61 61 61 67 67 67 57 57 57 52 64 64 . 53 53 5 4: 61 61 61 So 'o 50 41 11 11 11 17 41 47 43 _" 54 54 54 44 44 " 40 Array Ed , 61 61 61 5() 50 50 46 57 57 57 46 46 . 42 53 53 53 43 43 43 3 50 50 50 4,, ao an 37 47 47 47 . 38 39 33 44 4 44 36 36 36 30 D 20 to 27 A yhhono' 78 78 78 65 65 65 63 74 74 74 62 62 62 W 70 70 70 5" 58 56 :87 6 67 55 55 55 52 64 64 51 S1 51 49 62 62 62 48 48 48 46 —y Edge "' 67 67 67 55 55 55 53 . 64 64 51 51 51 49 61 61 61 47 47 47 4 58 58 44 44 43 54 54 54 42 42 42 51 51 51 39 39 39 38 2 to , 7.45 Er" A Array Interior "a _73- 73 73 73 11 11 71 11 69 El 19 . 61 . 66 66 66 66 63 58 63 63 63 63 63 61 54 61 60 60 60 60 57 51 57 57 57 57 57 54 48 54 Array Edge E3 E3 63 E3 61 55 sI 60 60 60 W 57 51 57 56 56 56 56 53 47 53 52 52 52 52 50 44 49 49 49 49 47 42 47 46 46 46 46 44 39 44 45 to W A y knen., 85 8 79 79 79 79 79 91 81 75 75 75 75 75 78 78 71 71 71 71 71 74 74 R R 68 68 68 71 71 66 66 66 66 66 68 68 63 63 63 63 63 Ed An,, Ed, 75 75 69 69 69 69 69 71 71 65 65 65 65 65 " 68 62 62 62 62 62 65 65 59 59 59 59 59 62 62 56 56 56 56 H W W 53 53 53 53 53 0.7 A—, In—., 72 72 72 72 71 11 71 7 11 72 72 72 6B 69 72 72 72 72 72 64 U 72 72 69 69 69 52 62 72 72 66 66 Es 59 59 72 71 . . " Array Edge 72 72 E, Es E, 62 6E 72 72 66 66 59 59 72 70 63 63 63 54 54 72 67 60 GO W 1 51 72 64 56 56 56 U 48 72 61 53 53 53 4: 4: In n Array Interior 74 14 14 1 7�1 7�3 68 14 74 74 4 69 69 6965 74 74 74 6 E2 72 7E 12 63 63 E3 59 69 69 69 60 60 6055 (57 17 17 17 17 57 12 May EEdge'3 73 , 659 A A3 69 69 E 0 W 0 55 66 66 66 56 56 56 51 63 63 63 52 52 52 U 60 W 60 49 49 49 45 57 57 57 46 46 46 42 8 201.27 Array Interior 76 76 76 76 76 76 75 76 76 76 74 74 74 72 76 76 76 70 70 70 6EI 76 76 76 67 67 67 65 76 76 76 64 64 63 74 74 74 62 62 62 w Edge May Edge 76 76 76 67 67 67 65 76 76 76 64 62 73 73 73 61 61 61 59 69 69 69 57 57 57 55 67 67 67 " 54 54 52 64 64 64 51 S1 51 49 27.45 r 1" 1—i., 87 97 87 97 83 77 83 92 82 82 92 79 73 79 78 79 78 78 75 70 75 75 75 75 75 72 67 72 72 72 72 72 64 0 69 69 a 69 67 62 67 May Edge Edge 75 75 75 75 72 67 72 71 71 71 71 69 64 69 611 68 68 6ai 66 61 66 65 65 65 65 63 57 63 62 62 62 62 0 54 0 W 60 60 60 57 51 57 45toW ar, no Ar., a te, 100 300 94 99 94 94 sa E, " Eg so . ss 89 91 91 85 85 85 85 85 88 88 81 81 81 81 81 84 84 78 7 78 78 78 81 81 75 75 75 75 75 Array Edge "a, E. W 88 82 82 82 82 82 94 EIA 78 78 78 78 78 W W 74 74 74 74 74 77 77 71 71 71 71 71 74 74 Es 6: 68 0 68 71 71 65 65 65 65 65 0 to 7 Arraylnterior ;2 2 72 7' 7' 3 :3 72 72 67 67 67 ED W 72 71 G,I - - '6 ;21 68 61 61 61 5 52 72 65 58 S8 58 49 49 72 6 55 55 55 47 47 Array Edge . 11 11 E2 13 72 . 58 58 al 4� 72 62 54 54 54 46 59 50 5(1 MI 43 43 71 55 47 47 47 an 40 52 45 45 45 38 38 7.20 Array Ihne,io, 74 74 74 65 65 65 61 71 71 71 61 61 61 57 67— 7 _6 67 67 58 58 58 53 . . . 54 54 54 49 62 62 62 51 51 51 46 59 59 59 48 . 49 44 A—, Ed, 65 65 65 55 55 55 W 61 61 61 51 51 51 e6 58 SII 58 47 47 47 43 54 " 54 44 44 44 Q 51 51 51 41 41 41 38 as aiI As 39 39 231 50 o'f C 20.27 Array 1—.. 76 76 76 69 69 69 67 76 76 76 65 65 65 64 _ T4 74— 74 62 62 62 61 71 71 71 W W 0 57 68 68 68 56 56 56 54 66 66 66 53 53 13 1 An, Edge 71 71 71 W 60 AD 5868 U 68 55 55 55 53 65 65 65 52 57 52 SO 62 62 Q U 48 49 AIi 59 59 59 45 45 415 44 56 56 i6 43 43 43 41 27.45 =, 7777 77 77 74 0 74 73 71 73 73 70 65 70 7 70 70 70 67 62 67 67 67 67 67 64 59 64 64 6464 6462 56 62 61 61 61 61 59 53 59 67 67 67 67 W 64 64 64 54 6461 5561 61 61 61 61 58 52 58 57 57 57 57 54 U 54 54 54 54 54 51 45 51 51 51 51 51 48 43 48 45 to W Array interior 90 90 84 84 84 M 84 K N n 79 79 79 79 82 82 76 76 76 76 76 79 79 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 Arm, Edge 79 79 73 73 73 73 73 75 75 69 69 69 69 69 72 72 116 " M 66 66 U 68 63 63 63 63 63 66 " 60 60 W W W 63 63 57 57 57 57 57 Ono Array hrod'i., 74 74 67 :; 67 W ED 74 71 64 64 64 5 55 74 67 61 61 fil 51 51 _T4_ 64 57 57 57 48 48 74 62 54 54 54 45 45 73 59 5 1 51 4 43 51 3 Array Edge 74 65 57 57 48 48 74 61 53 53 53 45 45 73 58 49 49 49 42 42 70 54 46 46 as 1 9 39 67 51 44 44 37 37 64 48 41 41 41 34 7. Array AV InteriorInterior 70 70 70 61 62 62 56 67 67 67 57 57 57 52 64 64 53 53 53 4861 61 61 50 4 50 ; , a 58 58 47 47 47 43 54 54 54 4444 44 40 Array Edge 61 61 61 50 50 5046 57 57 57 46 4646 42 53 53 53 43 43 43 39 SO ED 50 AD 1 1 37 47 47 47 38 38 38 33 44 44 . M M M 30 D 20.27 A, 78 78 78 65 65 65 63 74 74 74 62 62 62 60 70 70 70 58 M 58 56 ii 65 F7 55 55 55 52 U 64 64 5 51 51 49 62 E2 62 48 48 48 46 e 'ZY1n.7 67 67 55 55 55 53 64 64 M 51 51 51 L9 61 61 61 47 47 47 46 58 58 58 " 44 44 43 54 54 54 42 42 42 40 51 51 51 39 39 39 38 27.45 Array Interior 73 73 73 73 70 65 70 69 69 69 69 " 62 66 66 66 645 66 63 58 63 63 63 63 0 61 54 61 60 60 . W 57 51 57 57 57 57 57 54 " 54 May Edge 63 63 63 63 61 55 61 W 0 0 W 57 51 57 56 56 56 56 53 47 53 52 52 52 52 50 44 ED 49 49 49 49 47 42 47 46 46 46 46 44 39 44 45.60 Array interior 85 85 79 79 79 71 79 1 81 75 75 75 75 75 78 79 71 71 71 71 71 74 74 68 68 68 6971 71 66 66 66 66 66 6863 5 63 33 33 May Edge 75 75 69 69 69 69 0 71 71 65 65 65 65 65 68 68 62 62 62 62 62 65 65 59 59 5959 59 62 62 56 56 5656 56 60 60 53 53 53 0.7 An., Inteh., 68 68 68 68 68 68 M 68 641 68 68 68 68 68 68 68 68 68 69 54 64 68 a 68 68 68 62 62 641 68 66 66 66 59 59 68 68 tot 64 64 55 55 Array Edge U 68 68 68 68 62 Q AS 158 66 66 66 511 58 68 Ihi 63 63 63 54 54 69 67 0 60 60 51 51 68 " N 56 56 48 48 58 61 53 53 53 45 45 7.20 An- Eh.no, 70 70 70 70 70 70 611 70 70 70 69 69 69 65 70 70 70 E6 66 66 62 70 70 70 :3 59 :3 :3 69 69 69 W 60 W 55 6 6 67 57 57 57 52 May Edge 70 70 70 63 6 63 3 59 69 69 69 W W 55 66 66 66 56 56 51 63 63 63 2 2 2 M W 61) 60 49 49 49 45 5; 57 57 46 46 46 Q 8 20.27 =, 73 73 1: 71 11 73 73 71 73 73 73 73 73 7 73 71 lo In 7E 68 73 1� 73 67 67 E7 5564 73 73 73 64636013 64 72 71 72 E2 62 6E 7 73 , 6 7 E7E, 65 7373 73 64 64 64 62 72 72 72 61 61 61 59 69 0 0 57 57 57 55 67 67 67 S4 54 54 52 . . . 51 51 51 49 27.45 A,— Intann, U 84 84 U 83 77 83 82 82 82 92 79 73 79 78 78 78 78 75 70 75 75 75 75 75 72 57 72 72 72 72 72 0 b4 69 69 69 69 69 67 62 67 May Edge 75 75 75 75 12 67 72 71 71 71 71 611 64 69 ES 641 6,11 66 66 61 66 65 65 65 65 63 57 63 62 62 62 62 W 54 60 60 w 60 60 57 51 57 45 to b0 Array In— 100 100 94 aa 94 94 94 % 95 89 n 89 N 89 91 91 85 85 85 85 85 N as 81 31 81 81 81 U M 78 78 78 78 78 91 81 75 75 75 75 75 Array Edge 88 U 82 82 82 82 82 U U 78 78 78 78 n 80 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 68 71 71 65 65 65 65 65 0.7 Array 1.-1" 68 68 N 68 68 63 0 68 68 67 67 67 60 60 63 68 64 64 64 % 56 68 68 61 61 61 52 52 68 65 58 58 58 49 49 68 63 55 55 55 47 47 A"Edg. 68 68 62 62 62 53 53 68 65 58 58 58 49 49 68 62 54 S4 54 46 46 68 59 50 50 50 43 43 68 55 47 47 47 40 40 67 52 45 45 45 38 38 Ito 20 An,., -- 70 - 70 - 61 11 11 71 70 - 11 11 11 17 67 67 67 11 11 11 11 64 64 14 14 14 14 49 12 12 61 51 11 51 46 - 11 M) 41 41 48 14 A—yEdge 65 65 65 55 55 55 50 61 61 61 51 51 51 46 59 58 58 47 47 47 43 S4 54 54 " 44 " AD 51 51 51 42 41 41 38 48 48 48 39 39 39 35 Ec Ind C 20m27 Array In— 73 7 73 64 69 69 67 73 73 73 65 65 65 64 72 72 72 62 62 62 61 71 71 71 60 60 60 57 68 68 68 56 56 56 54 56 66 66 S3 53 53 51 May Edge 71 71 71 60 ED W 58 6868 6855 55 55 53 65 65 65 52 52 52 W 62 62 a 4862 As 41 59 59 59 45 45 45 44 56 56 56 43 43 43 41 Intend, 77 71 77 Tr 74 69 74 73 73 73 11 7(1 11 70 71 10 71 XI 17 61 67 67 67 67 67 64 19 54 " 14 " 64 61 16 62 61 11 11 11 59 53 19 May Edge 67 67 67 67 64 60 64 64 64 64 64 fil 55 61 61 61 61 61 58 52 58 57 57 57 57 54 49 54 54 54 54 54 51 45 51 51 51 51 52 48 43 48 to 54 ftavico array45 W % U U U 84 84 86 86 79 79 79 79 n K 82 76 76 76 76 76 79 79 72 72 72 72 72 75 75 69 69 611 73 73 67 67 67 67 67 May Edge 79 79 73 73 73 73 73 75 75 9 0 69 69 0 72 72 66 66 66 66 66 68 68 63 63 63 63 63 66 66 0 W W W 0 63 63 57 57 57 57 57 ..7 ArrayMurwr70 70 67 67 67 W W 70 70 54 he 64 55 55 70 67 61 61 61 51 51 70 64 57 57 5 48 AS 70 62 54 54 45 45 70 59 51 51 51 43 43 ArrayE n 65 57 57 57 Q AS 70 61 53 53 53 45 0 70 58 49 49 0 42 42 69 54 46 As 46 39 39 67 51 44 44 44 37 37 . AS 41 41 41 34 34 7.20 Aa, th-io, 70 70 70 61 61 61 % 67 67 67 57 57 57 52 b4 64 64 53 53 53 Q 61 61 61 W 50 St, 45 58 58 58 47 47 47 43 54 54 54 44 44 44 Q An,ey Edge 61 61 61 Sit 50 SO " 57 57 57 " " 46 42 53 53 53 43 43 43 39 ED 50 50 An 40 40 3 7 4 47 38 38 38 33 44 44 36 M M M D 201.27 Array — 75 75 75 65 11 61 63 74 74 74 61 12 1 W M 70 7 0 58 5g 58 56 67 67 55 _ �j 55 I "L 54 64 51 51 " 4' 62 :2� 62 41 48 48 46 Array Edge 67 67 " 5E 55 53 64 Ea 54 51 57 51 49 61 61 61 47 47 17 46 53 58 . 44 aa 43 54 54 54 42 42 42 40 51 51 31 39 39 U 27.45 Array inter., 73 73 73 73 70 65 70 69 69 69 69 66 62 66 66 66 66 63 58 63 63 63 63 63 61 14 61 60 60 60 57 51 57 57 57 57 57 54 48 54 Anny Edge 63 63 63 63 62 55 61 60 W W W 57 51 57 % % 56 53 47 53 52 52 52 52 50 44 50 49 49 49 49 47 42 47 " 46 " 46 ant 39 44 45.50 Array In—, 85 85 79 n 7: 7979 8 81 75 75 75 75 75 78 78 71 71 71 72 71 74 74 68 68 68 Eli 7 71 66 6666 66 6868 63 63 63 63 63 May Edge 75 75 69 69 6 69 69 71 71 65 65 65 65 55 68 68 62 62 62 62 62 65 65 59 59 59 59 59 62 62 56 56 56 56 56 W GO 53 53 53 53 53 1 29 of 31 Company Fab 19,2021 Designer 06:43 AM Job Number: Checked By: Section Properties: Sectforif 450124 (REVX03).DXF Section Information: Material Type = General Shape Type = Arbitrary Number of Shapes = 1 Total Width = 1.575 in Total Height = 1.575 in Centroid, Xo = 0.000 in Centroid, Yo = 0.786 in X-Bar (Right) = 0.787 in X-Bar (Left) = 0.787 in I Y-Bar (Top) = 0.788 in Bar (Bat) = 0.786 in Max Thick = 1.575 in Equivalent Properties: Area, Ax = 0.373 in A 2 Inertia, Ixx = 0,151 inA4 Inertia, lyy = 0.100 inA4 Inertia, Ixy = -0.000 inA4 Sx (Top) = 0.191 in A 3 Sx (Bot) = 0.191 in A 3 Sy (Left) = 0.126 in A 3 Section Diagram Sy (Right) = 0.126 in rx = 0.635 in ry = 0.516 in Plastic 7-x = 0.222 in A 3 Plastic ZY = 0.180 in A 3 Torsional J = <No Calc.> As-xx Def = 1.000 As-yy Def = 1.000 A -xx Stress = 1.000 As-yy Stress = 1.000 C:\RISA\SectionProjectl Page 2 30 of 31 SYSTEM INFORMATION I II ■ I I 1 •fi' f FASTEN # RACKING CLICKFIT RAIL L SYSTEM SIZE (DC) O LOCATION • o s. e: i , •:. .t Y s: r :. I f 1I� : +! � f • is r • 1 � �+ r. ii f fr i # r # f a fr <. 111 IF 1111rr ppi W.a a 1 f a f f f f f r f f= NO MORE THAN ° ABOVE THE SURFACEOF .ff M . r r 101111 r r ## • i f. i . f. .. f r # r a f r �► ! ! t .!11 r11111rfM T jWMIRN# f a rf- r f •r F311111:1114ki ! a a am TTIro"111124101 r r i' f' f• • r # �'# f' r= r •r REQUIREMENTS f DESIGN CRITERIA OF THE TOWN. f •, f• rA # fr � r SPEED • :. a TOPOGRAPHIC EFFECTS SPECIAL REGION WIND BORNE :• u� SEISMIC DESIGN CATEGOR CLIMATEZONE �. WIND EXPOSURE CATiIIIIIIII�I;I'��III�I� j l TABLE R301.2.1.3 '°� WIND S V6_ C a a vuet 110 115 120 130 140 150 160 170 180 190 200 V'asd 85 89 93 101 108 116 124 132 139 147 155 For SI: I mile per hour = 0.447 m/s. a. Linear interpolation is permitted. ♦1 #MODULE, M i / + # t COVER PAGE �. ° ATTACHMENT DETAIL EQUIPMENT LABELS BILL Of MATERIALS � MODULES L INVERTERS L—Fff a. ENPHASE COMBINER 1307, EATON .0a FUSIBLE DISCONNECT 30A FUSES �. i# BACKFEED': PRO CUSTOM SOLAR UC O.B.A. MOMENTUM SOLAR 32S HIGH STREET, METUCHEN, NJ 08840 902-6224 PROFESSIONALMOMENTUMSOLAI ENGINEERING CERTInCD a SOLAR ORLANDO fr0 1 a f l # r ! t PER LE MTALLA=UAL SECTION A -A FRONT VtEW L-FOOT 1.50 [38.01 2.76 [70- SIDE WEW L-FOOT CI ICKFIT COMP SHINGLE 7"'mxxxi-xxx I RT-MINI is suitable for mounting any rail system with a conventional L-Foot. ual Don aesigif n: MT-7751177 =1, for L-Foot & 1/4" for EMC 1CC ICC ESR 3575 Call Now for more details 8W935-6064 Engineered to ASTM D 1761 knw—et Components RT2-MMINISK 40 ea. Ophoral awn SXMT2 5/18'F1ftboft,WaStma&rwtW!R-) 100ftS.9 io—s. R T-Buhj� is Roof Tech's fle.,We fieshing used m PV systems fx the lust 24 years u is ¢he first PV r',ountig system Stith Ffiexibie Fl�Nw_ oWT.,d by the fCC Metal Ras" Retrofn FteAft Flashing Sheddmg water? 100% WaterproGf r—C ESR-3575 A5T4#214II UV *",1 (7 Dimensions in (mml 2 _(50) Rafter installation PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 32S HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.CGM FIIIPROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTItACTOR LICENSE NUMBER: CVCS7036 MOMENTUM SOLAR 5728 MAIOR SLVD. SUITE 307, ORLANDO FL. 32819 409SWILWAM �-T' = W—A �TA # 1111 Ij A V�;f �WTZ W-11.W # V.U7-1 I API V * I BLK-G10+ 360 AIFM SCALE: 3/32" ® I' -Owl ROOF PANEL COUNT TILT AZIMUTH SHADING M LANDSCAPE MAX SPAN PORTRAIT MAX SPAN LANDSCAPE MAX PORTRAIT AX (ROOF AREA 1/2/3) (ROOF AREA 1/2/3) CANTILEVER CANTILEVER 0 RI 22 23* 270* 100% 48/32/32 48/32/32 16/10/10 16/10/10 momentum ISOLAR FRONT OF RESIDENCE STEER BLADE DR VERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE. LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS. CLAMPING MAX SPACING IN ZONE 172" O.0 AND IN ZONE 2 AND ZONE 3 48" O.0 PRO CUSTOM SOLAR LLC D.S.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 088410 (732) 902-6224 MOMENTUMSOLAR.COM ■Iq PROFESSIONAL ENGINEERING TOTAL SQUARE FOOTAGE OF ROOF: 3688 SQFT IN III SQUARE FOOTAGE OF SOLAR ARRAY:424.48 SQFT F L_YNC0NrAlUL TY-JM 9L-YA LM11PItf) SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 18" RIDGE SETBACK SHALL BE REQUIRED 5728 MAM BLVOSUITE 307, ORLANDO FL. 32819 SYMBOL LEGEND LAURA CHERY - MS97919 L 7226 STEER BLADE DR Ems MAIN SERVICE PANEL ZEPHYRHILLS, FL 33541 7329635623 MEN ZJ rM 14 IT' F I N.1#1 TUN #, 0I Z Ems' .0. ENVOIII Y-S Ems MIN TxYGROUND ACCESS 0,.; WN&WIM PV MODULE RATINGS ■ MOIII DULE MAKI imi-raw"ga Q.PEAK DUO BLK-G10+ 360 OPEN CIRCUIT VOLTAGE MPP VOLTAGE 1 SHORT CIR MPP CURRui ENT NUMBER OF MODULES INVERTER RATINGS VOLTAGE DROP CALCULATIONS FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPtJCABLE INVERTER MAKE BRANCH TO 3-BOX AX OUTPUT # ,I L DC VOLTAGE I 3-BOX TO LOAD ER NOMINAL AC VOLTAGE # LOAD CENTER III AC MAX AC CURRENT # DISCO NECT NU CEC INVERTER EFFWICIE �� I AC DISCONNECT To # I L INTERCONNECTION NUMBER OF INVERTERS Mr4 SUB PANEL # OF MODUILIES-01iLTU'livi a low' THIS SOLAR PHOTOVOLTAIC SYSTE PUES WITH THE 2020 BREAKER SIZE LORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL CODE 22 ENPHASE IQ7-60-2-US MICRO -INVERTERS 22 1.24 27.5 1.24 27.5 1.24 momentum SOLAR M CUSTOM SOIM LLC D.8A. MOMENTUM SOLAR # 325 HIGH STREET, METUCHEN, NJ #" # (732) 902-6224 MOMENTUMSOLAP.COM PROFESSIONAL NEC 705.12(3)(2)(3)(b) 120% RULE (1.25 x INVERTER OUTPUT) + MAIN OCPD 5 BUS RATING x 1,20 (1.25 x 22) + 150 5, 200 x 1,20 FSEC CERTIFICATION STATEMENT: PER FL. STATUE 377.705, 1, MINA A. NIA PE* 86753, CERTIFICATE OF AUTHORIZATION *33404, AN ENGINEER LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINI IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. FBC 2020 BRANCH CIRCUIT A 11 MICRO -INVERTERS BRANCH CIRCUIT B UTILITY 11 MICRO -INVERTERS METER GRID + + + AC COMBINER SOLAR CIRCUIT BOX DISCONNECTING MEANS EATON 60A FUSIBLE AC DISCONNECT 8 150A 30 30A 771M= 7r�ov R NSUPPUED FOR - S ROOF I 0A/1 SA BREAKER POWER y JUNCTION (MANUFACTURER 30A FUSE f -17 GROUND TERMINATION CAP 1 BOX 2A-B ENVOY) 3 3 EXISTING 200A INSTALLED ON 20A BREAKER (A) METER MAIN END OF CABLE 20A BREAKER (B) 150A BREAKER CERTIFIED SOLAR CONTRAL70R LICENSE NUMBER. CVC57036 MOMENTUM SOLAR 5728 MMOR BLVD. SLIM 307, ORLANDO ft. 32819 Me == I & W44=1FIN.1114 "IM01111 BLK-G10+ 360 '16V ,, AJjWP.ZW. Wire Tag Conduit Wire Qty Wire Gauge Wire Type Temp. Rating Wire Ampacity (A) Temp. Derate Conduit Fill Derate Derated Ampacity (A) Inverter cityCorrection NOC (A) NEC Design Current (A) Ground Size Ground Wire Type 1 OPEN AIR 2 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 11 1 1.25 13.75 12 AWG Trunk Cable PRO3fCT INFORMATION 2A 3/4" PVC 4 10 AWG 10 AWG THWN-2 75°C 75°C 35 35 O.96 0.96 0.8 26.88 26,88 11 11 1 1.25 13.75 08 AWG THWN-2 INITIAL REv: REV: DATE: 4/7/2022 DESIGNER: SMMI DATE: DESIGNER: - 213 THWN-2 1 1.25 13.75 DATE: DESIGNER: 3 3/4" PVC 3 + G 10 AWG THWN-2 75°C 35 0.96 1 33,60 22 1 1.25 27.50 08 AWG THWN-2 THREE LINE DIAGRAM 1i NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. I CALCULATIONS1. ALL #* VOC,AND ISC HAVE BEEN CALCULATED USING THE MANUFACTURED STRING CALCULATOR BASED ON AND EXTREME MINIMUM TEMPERATURE 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO **04*- 250.120 PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THWN-2 COPPER 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 EQUIPMENT INSTALLED IS RATED AT EQUIPMENT7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM DATASHEET 8. CONTRACTOR SHALL BE RESPONSIBLEFOR COMPLYING WITH ALL LOCAL# CODE 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 0 ALL #UIPMENT SHALL BE LISTED PER NEC ,'{ 11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE TERMINALS OF DISCONNECTING ENERGIZED IN THE OPEN POSITION> SIGN SHALL READ *WARNING - SHOCKELECTRIC s *# ## NOT TOUCHOR SHOWING12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY POWER SOURCESON PREMISES SERVICE ENTRANCE. 13. INTERCONNECTION ## SHALL COMPLY# 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST COPPER. EQUIPMENT16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER 17. `# #ING CONDUCTOR IS CONNECTED TO i GROUNDING - # 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA 19. SUPPLY SIDE CONNECTION # # INSULATION PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF INTERCONNECTION ON # UNRESTRICTED20. METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1. 21. UTILITY HAS 24-HR ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS # f AT THE SERVICE ENTR&WCE. #-# r a* *# # # # # #* # #11 RUM :4 ZMAMI a 1 wx =0 ItA tf 25. TOTAL AREA OF CONDUCTORS, ;##. # TAPS INSTALLED AT ANY CROSS SECTION OF THE WRING DOES NOT EXCEED 755/o OF THE CROSS SECTIONAL AREA OF THE SPACE. NEC 312.8(AX2). # RW# # #' #1121#1 wo 1-1:14 1 z Ity-11 :4 = .14:101111:4 28. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT F1 SOURCE CIRCUITS. 690.6. e 29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY WITH 250.64. 30. NO TERMINALS SHALL BE ENERGIZED IN THE OPEN POSITION IN THIS AC MODULE SYSTEM 690.13, 690.15,690.6. �� #��#�VOLTAGE 0111111 ■ f#1FCONDUCTOR ADJUSTFIGURE 1: # #': NUT TO LOCATIONSUITABLE 2. PUT THE BRANCH WIRE INTO THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE TWO LAYS OF MAIN CABLE, SHOULD STRIP A CERTAIN LENGTH OF - # LAY FROM # END 4. TURN THE NUT BY HAND, AND FIX THE CONNECTOR IN SUITABLE LOCATION. 5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT CONTINUALLY UNTIL THE #. PART IS CRACKED AND DROPPED DOWN CUSTOMPRO SOLAR R 325 HIGH: E➢, ,, MOMENTUMSOLAR.COM ion i noA rM r i u u o n PROFESSIONAL ENGINEERING t4 n$311pi CEPnFlfD SOLAR CONTRACTOR o ° MOMENTUM SOLAR 5728 .° BLVD. SUM 307,ORLANDO FL 32819 w° 1 ' . -2 I: ri i