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HomeMy WebLinkAbout22-4998City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-004998-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10/12/2022 10 =n 21,07,llM 32 25 21 0050 01600 0180 1 35956 Morse Willow Court Name: STEPHANIE RIO DEL &WILLIAM P Permit Type: Electric Service Replacement/M I Contractor: MOMENTUM YUAN I Class of Work: Add/Alter Residential ISOLAR-ELECTRICIAN Address: 35956 Morse Willow Ct ZEPHYRHILLS, FL 33541 1111115910MMI11=1 /'N Building Valuation: $0.00 Electrical Valuation: $35,733.50 Mechanical Valuation: Plumbing Valuation: Total Valuation: $35,733.50 Total Fees: $286.17 Amount Paid: $286.17 Date Paid: 11/16/2022 10:12:21AM 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. CONTRACTOR SIGNATURE T93 r-TEMT, T1100=77, IT-ToM PE f IT OFFICEU 32 25 21 0050 01600 0180 Issue Date: 10/12/2022 35956 Morse Willow Court Name: STEPHANIE RIO DEL &WILLIAM P Permit Type: Electric Service Replacement/M I Contractor: MOMENTUM YUAN I Class of Work: Add/Alter Residential SOLAR-ELECTRICIAN Address:Address: 35956 Morse Willow Ct ZEPHYRHILLS, FL 33541 Phone: (321) 247-6073 Building Valuation: $0.00 Electrical Valuation: $35,733.50 Mechanical Valuation: Plumbing Valuation: Total Valuation: $35,733.50 Total Fees: $218.67 Amount Paid: $218.67 Date Paid: 10/12/2022 3:45:46PM 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. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PEfAIT OFFICEf) X-JRNZ01"A 813-780-0020 0 gy':Dq Loqy Fax 13-71 35956 Morse Willow Ct, ZephyThills FIL 33541 Installation of photo voltaic solar panels on rooftop =ELECTRICAL AMP SERVICE t PROGRESS ENERGY ED W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO Momentum Solar BUILDER COMPANY SIGNATURE Cameron Christensen REGISTERED Address 6210 Hoffner Ave Ste 100 Orlando FL 32822 License # I CVC57036 ELECTRICIAN atthew Franz COMPANY Momentum Solar SIGNATURE REGISTERED ---L�= FEE CURREN Address 8210 Haffner Ave Ste 100 Orlando FL 32822 EC13008217 PLUMBER COMPANY SIGNATURE REGISTERED L_y LN_J FEE CUM" YIN Address License # MECHANICAL COMPANY SIGNATURE REGISTERED —L1r NLF­FEE —.--=T---J Address Ulosmse #E===::= OTHER COMPANY I SIGNATURE REGISTERED FiEwinew— Address License #�.,_i RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Pwn* for now conslinxtion, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stonriwater Plane w/ SIR Fence Installed, Sanitary Facilities & I dumpster, Site Work Permit for subdivislonallarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for now construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stoam"Jer Plans w/ SIR Fence Instaw, Sanitary Facilities & I dumpster. Site Work Permit for all new projects. AN 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 $2600, a Notice of Commencement Is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner au#wdzhg same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs W shingles Sewers Service Upgrades A/C Fences (PloVSurvey/Footage) Driveways -Not over Counter If on public roadways.. needs ROW WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT R NOTICE OF COMMENCEMENT, FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR_�� Subscribed and sworn to (or affirmed) before me this Su cribed and sworn to or affirmed) before me this by Who is/are personally known to me or has/have produced Who I are ersonall own to me or hasthave produced s Identification. 77- 7M--as identification. 9MMEM Name of NotM typed, printed or stamped CARLOS MALDONADO Commission # GG 346275 Expires June 18, 2023 Bonded Thru Troy Fain insurance 800-385-7019 W -1104 MEMMM Permit Number: ------ Folio/Parcel ID -25-21-0050-01600-0180r Prepared by: , MOW&f SOLAR iGerald Haraer 6210 Heffner Ave, Ste 100 Return to: MOMENTUM SOLAR 100 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 ropers legal description of the rope , and street address if available SILVERADOXANCH96B IVISION PHASES GAN,211C P. 82 PG 072 BLOCK 16 �07 18 2, G-eneral description of improvement INSTALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP 1 6Wriier info nn—ation--oar "-Lessee —in-f-o-r-"ni-'a-t'!-'o'-"nI-f-'the -"-'Lessee Gontracted for the improvement Name William Yuan Address 35956 MORSE WILLOW COURT ZEPHYRHILLS, FL 33541 Interest in Properly OWNER ------ Name and address of fee simple titleholder (if different from Owner listed above) Nanre,_.,N.A ... ................ - -------- ----- -"'- --------- Address 4. Contractor Name MOMENTUM SOLAR Telephone Number 321-247-6073 Address_6210 Hoffner Ave Ste, I 5. Surety (if applicable, a copy of the payment bond is attached) Narne N/A-- - - - ---------- --- - --------- ---- ''-,Telephone Add of Bond 6. Lender Name NA Telephone Number, ....... ...... Address ------ ---- - ........ 7Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713,113(1)(a)7, Florida Statutes, Name- Telephone Number.._ _.. .... ........ - - - ------- & In addition to himself or herself, Owner designates the following to receive a copy of the tremor's Notice as provided in §713,13(1)(b), Florida Statutes. Adtlross .............. 9, Expiration date of notice of commencement (the expiration data: will be 1 year from the date of recording unless a different date is specified) WARNfNG 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 ICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MVST BE REdpRDEQ AND POSTED 0 THE JOB SITE BEFORE THE FIRST INSPECTfON, IF YOU INTEND TO OBTAIN FINANCING, CONSULT n' YOU L(NIDER R TT RNEYBEF RECOMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER 14-1/ Smigna.'re of Owner or Less or or Ow!)er's or Lessee's Authodzed Sig,,)atory s 7ifle/4ffice The foregoing instrument was acknowledged before me by means of [A physical presence or online notarization, this 12 day of _ OCT12022 bv William Yuan month,'year name of;person for Outhr"t'o" & ei, Frt7:,t�T�, aton,-.,e� in fact Name of parry wipehalf of wl or-, instqjr)je,jt waexecruteri Ptrawlin M-11A Perso4ly Known _OR Produced ID X Type of I D Produced DRIVERS LICEN�_E_ Form content revised: 01101/20 ELIZABETH BRANNACK rent, type, n� stamp cantmisslonerd name of -Notary -Public Notary Pubtic State of Florida A Elizabeth Brannack _"z' My Commission I MIH = HH 214785 L= "' !LEx�p, 1/24/2026 01 Daniel W. Dunzl*k Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign@comcast.net October 8, 2022 Re: Proposed Photovoltaic Solar Panel Installation William Yuan 35956 MORSE WILLOW CT 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 19' 4" with a top chord length of 20' 10" with intermediate supports at 1/3rd points, making the effective longest span equals 7' 10" with 1/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf. overall to the roof. 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 Roof T12e: Shingle Fastener Max Spacing (in.) Attachment System: "ROOFTECH"R "RT MINI 11" & "Ecol'asten" Click FitR Attachement Systems Wind Zone I Wind Zone 2 Wind Zone 3 min. 5/16" x 4" long stainless -steel lags with a min. Fastener Info: 48 32 32 embedment of 3" into the rafters 3. Solar Modules shall be LTL- 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 Daniel W. Dunzik, RA. LEED-AP FL. Lic. No. AR98795 iest convenience. Thank you. 13 Daniel W. Dunzl*k Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign*comcast.net October 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 30.3-A-1 Zone I = -36.5 psf Roof Slope = 22 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)/2 / 144 = 16 SF Zone 2 = 32" o.c. max Zone 2 = (32" o.c. max)/12 / 144 = 7.11 SF Zone 3 = 32" o.c. max Zone 3 = (32" o.c. max)/2 / 144 = 7.11 SF Lag Screw Forces: W = 2661b/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 < W', OK Ct = I (Table 2.3.3, 2015 NDS) Zone 3 = 30.2 psf x 7.11 SF = 215 lb < W', OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in. xl.6 x I = 1276.8 lb A BREAKING THE 20% EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9 %. 4-1 THE MOST THOROUGH TESTiNG PROGRAMME IN THE INDUSTRY L=1 Q CELLS is the first solar module manufacturer to pass the most comprehen- Lg sNe 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 PIG.) Technology', Hot -Spot Protect and Traceable Quality Tra,QTM. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (540OPa) and wind loads (400OPa). C;,) A REUABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2, APT test conditions according to IEC /TS 62804-1:2015, method A F­1500 V, 96h) 2 See data sheet on rear for further information. THE IDEAL SOLUTION FOR: 69 Rooftop arrays on residential buildings Engineered In Germany C LOLS t I MECHANICAL SPECIFICATION 1717mm x 1045mm x 32mm (including frame) VV- 19.9 kq ens -------------- :I- 3.2 mm thermally pre stressed glass with b. anti -reflection technology Composite film Black anodised aluminum 6 x 20 monocrystalline Q.ANTUM solar half cells 53-101 ram . 32-60mm - 15-18 mm Protection class IP67, with bypass diodes 11 ­­-, __11111 "I'll-, I— I I ----- 1 1,,,-,--,-,, -1-1-1-11-11-- ---1-- asssamm 4mmx Solar cable, 1150 ham, I-) z 1150 mm Staubli MC4, IP68 - ------- -- - ova 4n ELECTRICAL CHARACTERISTICS POWER CLASS 350 355 360 365 370 CONDITIONS,, STC,POWEIt TO! ERANCE -5W; -OSSI P-1 IWI 350 355 360 365 370 [A] 10,97 11,00 11.04 11.07 11.10 V-1 IV] 41.11 41.14 41.18 41,21 41,24 [A] 10.37 10.43 10.49 10,56 10.62 -- - ---------- VMn, IV] 33.76 3403 34.31 34,58 34.84 2:19.5 sZ19.8 2:20.1 220.3 z,20.6 f EIAl INC, CONDtl!ONS, NJNIOT� PMPP IWI 262.6 266.3 270.1 273,8 2776 IS, [A] 8,84 8.87 8,89 8.92 8,96 V­ [V] 38.77 38,80 38.83 38.86 38.90 I— [A] 8.14 8.20 8.26 8.31 8,37 VM IV] 32.24 32.48 32.71 32.94 3317 'Measurement tolerances Pnmr 3 %, Is, V, ±5% at STC. 1000W/ml, 25 2'C, AM 15 according to IEC, 60904-3. 2800W/m2, NMOT, spectrum AM 1.5 a CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCIF --T - - - - - I - - - - - r - - - - - At least 9B% of nominal power dur- ing first year. Thereafter max. 0.5% ------------------ degradation per year. At least 93,5% of nominal power up to 10 years. At least 86 % of nominal power up to ------------- 25 years ------------ All data within measurement toter- ances. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your ro respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 *C, 1000W/m2). - - - - ----------- TEMPERATURE COEFFICIENTS a [%/Kl +0.04 Copffi6ent of V„[%/K] -0,27 y [%/K] -0.34 Nominoi_MoLzle, Ope,,ahn2 rempe,mv,e NMOT [,q 43±3 ------------------ - PROPERTIES FOR SYSTEM DESIGN IV] 1000 Pvmod,aIe6lssificctlon Class It 1, [A] 20 Fire Ral-a bs,-d on ANSI / UL 61730 C/TYPIE 2 ,awr, -40'C - +85*C [Pa] 3600/2660 Te,p, ------- - on Continuou� Dut, [Pa] 5400/4000 ..... . .. ........ -- - - ------------ QUALIFR­1 AND CERTIFICATES Quality CoWrolk,,cl PV - TUV RI-N-ul, FC 61215:2016, IEC 61730 2016 Th,sdal-n-t-ruph. with DIN EN 50380 QCPV Ca,tificeton ongoing.0 E 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 -Wotfen, Germany I TEL 49 (0)3494 66 99-23444 1 FAX +49 I0P494 66 99-23000 1 EMAIL sales@q-celts.com I WES www.q-ceRs.com Engineered in Germany OCELLS Sheet Enphase Microinverters l Eno-liase q F, A r oi n uc-, i To learn more about Enphase offerings, visit enphase.com The high-powered smart girld-ready Enphase 10 7 Micro" and Enphase 10 7+ Micro' achieving the highest system efficiency. Part of the Enphase IQ System, the 10 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy", Enphase IQ Battery", and the Enphase Enlighten" monitoring and ans"s software. IQ Series Microinverters; extend the reliability standards set forth by previous generations and undergo over a milrion hours of power -on testing, enabling Enphase to provide an Industry4eading warranty of up to 25 years. Lightweight and simple Faster installation with Improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014 & 7017) Optimized for high powered 60-cell and 72-cell* modulea More than a mon hours of testing Class 11 double -insulated enclosure UL listed 'o f v a a 1 frequency ride -through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) rtff ET1. � =-1 =)ENPHASE %-10 7+ Microinverters 7777- 7 i07-60-2-US / i07-60-8-5IS IQIPLUS-72-2-US I 107PLUS-72-8-US 1150 W - 235 W - 440 W + 60, '"'V modules on'ly 60-4:xit and 72-cefl PV modules -cell 60 V 27 A - V 27V-45V 1 f5 V 8 V 16V -60V 22 V,'48 V 22 V / 60 V 15 A Jc 15, A 0 A 0 A I ung�',)unded array; Nioaddiflono; DC sde projeclion required; AC side ptot,tkyn requires n-,ax 2,)A per bumch cirowt 777, -- IQ '7 MII��Tohnverter--- �Q 7+ M�crojnverter 250 VA 295 VA 24C, VA 290 VA V j 2 01 IR A 240 V/ 208 A 21 !- 264 V 183-229 V 211-2,64 V 1813-229 A U A ,1-40 V A (2018 V) 1 21 A (240 V), 1.39 A (208 V) 63 fiz 60 H7, 4 68 7 47 68 H ''Ycles 5,8, A 5,8 Arms (240 VAM I �'2,0 8 V A C) 133, (2 4 0 VA M 11 ['208 VAM 0 A 0 A . . .. a, 01 leading ... 07 lagging 1 7 jeading, 0,7 legging r @Y240 V @208 V (,M240 V @208 V 97 0 A 97.0% 970 97.0 % -401C to t651C 41, m 103% (Cortdenslng� .IS 72 2 IJ S) MI-4 (or Arnphenoi H4 U17X vylth addinonat Q-OCC-5 �)daporrl' F,erds PV2 fMC4 irlerrnaleably,', Ad iioors for with MCa or (_r'7X connectors: - PV2 �o NIC4� order E1',A-S20-S27 -PV2 lo, t!TXi oder�CA-S20-:S"5 21"' nnrn x 175 men; 30,2 rrn (vvizhool bracke!) -08 kq (2,38 lbs', Niaturai ,-,onvenon - No fams, Yes Class: H Oouble-ln,.;edated, corrusion f,esistant poly'veric enclosure rer"ojn� N E N1,A I v,) f- 6 / eou W, o o r Power Une c0m7 .micatio", (PLC" Enhgnten M.. agor and MyEtilighten monitarinq 0 ­r, Both options require ;nstallal*" of an Enohtise 10 Envoy hF, Afl. and M conneclors have, been evaluated and approved by LIL for use as the inao-break d1sc(nivorcl requlre� f)Y NEC690 CA RUIe'11 (UL 1741-SA) 02109-1, UL1741/It:FF1S41, FCC Pa,'T 15 Maso B, 1CPS-0003 Class 8, I',AN/r,r;A-,1,'22,2 NO, 1071,01 rhlr produc! t,, UL Jsled as PV Rnp�d Shui Down Faulpment and conforms vflth. NEC-2014 and N,W:C,20 !7 itpcllon 690,12 and C22, 1 .2015 RWe 64-218 Rapid Shutdown of PV Systems, for AC w-,d r.nnduclor., when mtsafled rwrxidtnq manutacturer's instructions, b n , n a i f r e on i , L, k'J by th e vo 1 ito �-wslo de"na 1.1-e ofm, ifwrlc-, m zxn N-'r r 1 r" your at er Is, visirt erdehase,com E:� ENPHASE 0 2018 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy. Inc, 2018-0524 9 Enphase I IQ Combiner 3 (MiCl-AM1-240-31) LWFA To learn more about Ent_)hase offerings, visit enphase.com T he Enphase IQ Combiner 3"' with En ' ohase IQ Envoy" consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by Providing a consistent, pre -wired solution for residential applications. It offers Up to four 2-Pole input circuits and Eaton BR series busbar assembly, imart Includes IQ Envoy for communication and control Flexible networking supports Ethernet, or cellular Optional AC receptacle available for PLC bridge 711r#y4es Xm1vctUvn m0arlag 2M consumption monitoring Reduced size from previous combiner Centered mounting brackets support single stud mounting Supports back and side conduit entry yi�, t+ f*Yr 2-?*Ie!trTAe% circvits fir 24* VAC plug-in breakers (not Included) 80 A total PV or storage branch circuits 3R enclosure Five-year warranty UL listed Enphase IQ Combiner 3 MODEL NUMBER IQ Combiner 3 IQ Combiner 3 with Enphase IQ Envoy" printed circuit board for integrated revenue grace PV production metering (ANSI C12,20 +/- 0,5%) and optional* consumption monitoring (+/- 2,50%). ACCESSORIES at -id, REDS ACI-',NIENT PARTS Enphase Mobile Ccnnecl CELLMODEM-03 (4G / 112-v�, i Plug and play industrial grade cellular modem with data plan for systems up to 60 CELLMODEM-01, (3Grnicroinvei-ters. (Available in the US, Canada, Mexico, Puerto Rica, and the US Virgin Islands, G,ELLMODEM M1, (AG baseo i 7- N�, 51 year data plani i0ere there is adequate cellular service in the installation area,) COnSUrnencin Monifrrin7,1,1', -I CT-200-SPLIT Split core cur,ent transforrners enable whole home consumption metering (+/- 2.5%), Circuit D r oaks r s Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers. BRK-10A 2 240 Circuit breaker, 2 pole,10A, Eaton BR210 BRK-1 SA-2-240 Circuit breaker, 2 pole, I SA, Eaton BR215 BRK-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton BR220 EPLC-0 I Power line carrier (communication bridge pair), quantity 2 XA-PLUG-1 20-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3 (required for EPLC-01) XA-,--NV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3 ELECTRICAL SPECIFICATIONS Rating system, voltage Continuous duty 120/240 VAC, 60 Hz Eaton BR series busbar ratirii1125 A Max, continuous curreni ra,,!,g vutp t to grid) 65A Max. fuse/circuit rating (oijunrc, 90A Branch circuits (so,ar ,rtdf o age" Up to four 2-pole Eaton BR series Distributed Generation (DG) breakers only (not included) N11 a X. Continuous Curt ent , i f'c!-Tj PV) 64A Max, lclu� bra,ic- circi.i? ; _ 0 ("!1DUt) 80A of Distributed genera'ion / 90A with 10 Envoy breaker included Production Motoema CT 200 A solid care pre -installed and wired to IQ Envoy MECHANICAL DATA Dirrensions (Aixt-lyD) 49.5 x 37,5 x 16.8 crn (19.5" x 14.75" x 6.63"). Height is 21-06" (53,5 cm with mounting brackets). Wright 75 kf; (1(5 5 Ins) Ambient te mr)erature f a-,,i -41F 11 to i-460 C (1-400 to 1151 r) I - C Coolinc Natural convection, plus heat shield Fric'osure environmonta� Outdoor, NIRTI--cerlified, NEMA type 3R, polycarbonato construction Iffire size's 20 A to 50 A breaker inputs. 14 to 4 AWG copper conductors 60 A breaker branch input: 4 to 1/0 AWG copper conductors Main lug combined output, 10 to 2/0 AWG copper conductors Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-r-i 802.11b/g/n Ethernet, Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included) Cellular Optional, CELUMODEM-01 (3G) or GELLMODEM-03 (4G) or CELLMODEM-Ml (4G based LTE-M) (not included) COMPLIANCE Compliance, Combine? U L 1741 CAN/CSA C22.2 No`1071 47 CFR, Part 15, Class 8, 1CFS 003 Production metering: ANSI C12,20 accuracy class 0,5 (PV production) Cornpliance, IQ ('rivoy JIL 60601-1/CANCSA 22.2 No, 61010-1 1 Cons )mutter f— Enpliase Storage Systems To learn more about F. -oe i,")"erinqs, visit eriphase,com 0 2018Enphase Energy, All rights reserved. All trademarks or brands in the document are regatered by their respective owner ENPHASE, 2018-09-13 :��I►T11►1 .�Alk • - • s• Call Nowfor more details :; " • 64 Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) Components RT2-00-MINIBK PAT - PFNDING MIMI base : 20 ea. Screw: 40 ea. Extra RT-Butyl Wiptional 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 ea./Box RT-Butyl is Roof Tech's flexible flashing used in 700,000 residential PV systems for the last 24 years, It is the first PV mounting system with Flexible Flashing certified by the ICC. Metal Flashing Retrofit Flexible Flashing Z� 0 100% Waterproof LIMMM U-0al a# 0 0 0 efi 0 0 1 0 11,1111 31/2 (90) 2 (50) F---7 Rafter installation Deck installation P.E. Stamped Letters available at www.roof-techus/support -mD B0 UIR Lur"' N'vL A I IG C0\�� E COMPLIANCE � \� :\�}� `\�}� \� ,� \ \ \ Questions often arise in the solar industry as to 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 is specific to solar roof attachments. The fifth item, Florida -specific testing, is optional for installation. I - UL CERTIFICATIONS Racking UL 2703 (Supplied by EcoFasten) eb, It IV, -)r proiect (see modu/e manufocturer q o rnee� Vitc, Con tior,,s pres.ct.,,re nodule meets or exceed 1-he site 3 - RACKING STRUCTURAL CAPACITY Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 4 - ROOF ATTACHMENTS � Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten) � Waterproofing/Flashing per NRCA & FRSA/TRI (Florida) guidelines (Supplied by EcoFasten, when applicable) 5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS Florida Product Approval Miami Dade NOA Water Seal Testing: TAS 100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA) <( EcoFasten For Installers. By Installers e�� ll!Ei Ecol'asten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-11 and QB-1 as shown below. G F - 1, GF-11 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. Available Compression Brackets: 0 2012022 - CF UNIV L-FOOT MLL 3" � ClickFit L-Foot CGDGCttyv Report 0729.2021 �e � GF-1 Installotion Manual Florida 08.11.2021 v2.0 EcoFasten For Installers. By Installers, zmzmmm� 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 be installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. ® 3017010 - QB-1 BASE AL * 3017011 - QB-1 POST AL IVILL 4.5" ® 3017012 - QB-1 POST AL IVILL 65' 0 3017013 - QB-1 FLASHING AL IVILL 12X12" 0 3017014 - QB-1 FLASHING AL IVILL 18X18" * 3017015 - QB-1 EPDIVI COLLAR BLK 1,25" Ir Q2�tqt�eof.F/orida CertiLication Letter 07.29,2021 � QB-1 Installation Manual 04,09,2021 v1.0 .�EcoFasten For Installers, By Installers IE=112 M. ECOFASTEN RACKING SYSTEM — FLORIDA COMPLIANT CLICKFIT" ClickFitO 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. !III III - ClickFit UL 2703 Certification for Permit Packets � ClickFit UL 270'_-s ._,Approved Installation Manual Version 07,06,2021 v2.5 � ClickFit UL 2703, Approved Addendum 06.07.2021 v1.1 ME= 1 ClickFit Moste'r tt�erCerti �icqtion 04.15.2021 EcoFasten For Instatters, By Instatters, EcoFasten I Page 5 I t GF-1 CUT SHEETS . . .. ... GF-s FLASHING GLV BLK 8X 12' � bf bf , f bf GF, I FLASHING GLV MLL 8X I WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 a-. D PCIV STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 KAASL 4YPOSK)SI !OR �CS HW), MLWPACK INS I) ------------- T- STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 A EcoFasten For Instatters- By InstatLers. 905�= WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 CLICKFIT CUT SHEETS GR UMV L-fooT M L Y 2PIZR22 Listed below is the documentation you will need to provide to your AHJ for permitting approval. Click on the link to download file. � ClickFit ESL 2703Auraved Installation Manual Version 07.06,2021 v2.5 � ClickFit UL 270,3 Approved Addendum 06,07,2021 v1.1 ClickFit L-Foot Co ocit R--ort 07.29.2021 ClickFit Master Letter Certification 04.15.2021 GF-1 Installation Manual Florida 08,11.2021 v2.0 QL-_l State oLClorida Certifcation Letter 07.29.2021 WATERPROOFING: � ClickFit UL 441 Rain Re cart 03.17.2021 � CF-1 Installation Manual Florida 08,11,2021 v2.0 � Qgzjlnstollqt:()n Manual 04.09.20210.0 2012021 - CF STD RAIL MLL AL 14FT Cut Sheet 2012022 - CF UNIV L-FOOT MLL Y' Cut Sheet 2012025 - CF STD RAIL AL MLL 171.5" Cut Sheet 3012010 - GF-1 FLASHING GLV BLIP 8x12°` Cut Sheet 3012011 - GF-1 FLASHING GLV MLL 8X12," Cut Sheet 3017010:_QB-1 BASE AL Cut Sheet 3017011 :_QI3-1 POSTAL MLL 4.5" Cut Sheet 3017012 - nB-1 POSTAL MLL 6.5" Cut Sheet 3017013 - QB---,l FLASHING AL MLL 12X12 " Cut Sheet 3017014 - QE-1 FLASHING AL MLL 18X18" Cut Sheet 3017015 - QB- -1, EPDM COLLAR BLK 1.25" Cut Sheet �Rflnftn , tfl11LjjiMKUAh=w 311ROM , q ,,,1coFasten For Installers, By Installers. J PER MODULE INSTALLATION MANUAL SECTION A -A 0.79 1.57 1' } 1.57 (23.0) [40.0] [38.0] (40.0] let m !i� 2.76 [70.1] FRONT VIEW RAIL DETAIL C DETAIL D FRONT VIEW SIDE VI. SCALE 1: 6 SCALE 1: 6 L-F T L T 016KINEW EcoFasten Solar LLC ?I(0W"ykk-J[ 940X-cw- Phoenix, AZ 85009 TEL: (877) 859-3947 Subject: Engineering Certification for the State of Florida PZSE, Inc. — Structural Engineers has provided engineering and span tables for the EcoFasten - CfickFit System, as presented in 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: Building Codes: 1. 2020 Florida Building Code, by Florida Building Commission 2. ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 3. 2018 International Building Code, by International Code Council, Inc. 4, 2018 International Residential Code, by International Code Council, Inc. S. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES 6. Aluminum Design Manual 2015, by The Aluminum Association, Inc. 7. ANSI/AC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category 11 Seismic Design Category = A - E Exposure Category = 13, C & D DIGITALLY SIGNED Basic Wind Speed (ultimate) per ASCE 7-16 =90 mph to 180 mph 0%%11111111111 Y,, ZA � Ground Snow Load = 0 to 60 (psq 0 c 6,♦ ENS* This letter certifies that the loading criteria and design basis for the 0.73522 EcoFasten - ClickFit System Span Tables are In compliance with the above codes. If you have any questions on the a THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL Prepared by: K. ZACHER, PE ON 04/22/2021 USING A SHA-1 AUTHENTICATION CODE, PZSE, Inc. — Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961,3960 916.9613965 www.pzse.com EcoFasten Solar LLC Phoenix, AZ 8SO09 TEL: (877) 859-3947 I 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 Ecol'asten Solar LLC CrickFit System. All Information, data, a analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comply with the following codes: i 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEl 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 lilil��!i jill ir I c garifir &E. ii -,nn+ + �g=3 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 0 - 600 (degrees) Exposure Category = B, C & D I! I �111111111111111111 1111�1 p I I I � I 1! 11111!111111 1 � I ji� I I i i U� simmm 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 'L" is the span noted in the Span Tables, provided at least 1 module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.9613965 www.pzse.com a M. 4 N�- Tolerance(s): 1.0 tolerance for any specified dimension in this report is atlowed • installation. PV Module Size: 60-Cell PV Panel max dimension is 72-Cell PV Panel max dimension is 80.4". Installation Orientation: Landscape (L) - PV Panel long dimension is parallel to the ridge/eave tine 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, 0:5 70: dj -i tp• &ZA--oLASQ: &US-OLL -L -L msa� s� 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 91&9613960 91&961.3965 www.pzse.com Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < 0 S 60 0. 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 141p 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. MEE= 1 -.1 1 ' ' ' " 0— CORNER ZONE X SEE DETAIL I MOUNT LOCATION INTERIOR ZONE 0z W RIDGE :2 EDGE ZONE '5 CORNER ZONE t5i) 0 SEE DETAIL F61T� z Cs MOUNT LOCATION M GABLE EDGE ZONE (i�, Lo. HATCHED AREA INTERIOR ZONE INDICATES"a' DISTANCE MINIMUM OF T-O" MW ffiffi#ff 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 tq, all the mounts supporting the module. Notes: 1) Tables are determined for Rail and L-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 LRFD values. 6) Attachment spacing(s) apply to a seismic design category E or less. Panel Array Edge: 7.11 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 IMMERM 01339�� Design Responsibility: vil under the dirac'Mon o design professional with sufficient structural engineering knowledge and experience to be able to: 0 Evaluate whether these tables apply to the project, and I This letter certifies that the EcoFasten 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. Th certification excludes evaluation of the building structure to support the loads imposed on the h"ng by t 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. I Prepared by: PZSE, Inc. —Structural Engineers Roseville �1 lii��I�IJIJI!piii li�ir 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961,3960 916,961.3965 www,pzse.com Table of Contents Item.................................................................................................................................................... Page # Span Tables for Flush -Mount CickFit System on 0-30 Foot 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-Cetl & 72-Cell Modules - Landscape ...... 22 1 4 #' I * 'ifeets ............ ................. 30 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com 5 of 34 i Maximum Rail Spans (Inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot — 60-Cell GroundEp Winda,—Wind S­d go mph 95 mph 1W mph 105 ­h 110 mph 115 mph 120mph Srww Lead Cat Pry ea"I An Roof Zone, V 1 2e 2, 2n 3e 1,_ V 1 2e 2, 2n 3e 3, V 1 2e 2, 2e 3e 3, V 1 Ze 2, 2n 3e 3, 1' 1 Ze 2, 2, 3, 3, 1' 1 2, 2, L 3, 31 V 1 2e 2, 2n 3e 3, ArraX Wan., 86 Ed 8686 86 82 82 86 86 86 86 86 78 78 86 86 8585 95 76 76 86 96 82 82 82 73 73 86 86 80 80 so 70 70 w 86 77 77 77 68 86 83 7 75 75 7 rtrmyEtlge 96 W 79 79 79 7D 70 SI 11 11 71 11 11 - 11 12 73 . 7311 61 11 7971 11 11 1-1 63 86 77 fig" 6961 61 86- 66 66 669 : 72 64 64 64 56 56 Army interior 7 87 87 83 93 8 78 87 87 87 80 80 80 75 87 87 87 77 77 Tr 72 97 87 87 74 74 74 70 94 84 84 72 72 72 67 91 81 81 70 70 70 65 78 78 79 68 68 63 7.2D Array Edge 83 83 83 72 12 72 67 90 W 80 69 69 65 65 77 77 77 67 67 67 62 74 74 74 64 64 64 60 7Z 72 72 62 62 62 58 70 70 7G W 60 60 55 68 68 69 58 58 :: 53 Array Iroedor 81 97 87 87 97 97 97 97 37 97 86 86 86 83 97 87 87 82 82 82 Ear 87 87 97 W W 90 97 87 87 77 77 77 75 97 97 87 74 74 74 72 87 87, 87 72 72 72 7or 8 20.21 , Aoyy Edge 97 87 87 77 77 Tr 75 87 87 87 97 74 74 74 72 86 86 96 71 71 71 69 83 83 83 6 69 0 6-1 SO W W 66 66 66 65 n n 77 64 64 64 63 75 75 62 62 62 61 Array _'j.' sa 88 88 Ers 88 88 a 8a Ear $a a ag 0 sa 88 88 86 88 88 &Z a& as B& 89 $9 86 79 86 86 86 86 96 83 76 83 83 83 83 93 W 74 W 81 91 91 81 78 72 79 27.45 Array Edge 96 96 % 86 93 76 93 83 83 83 ga 79 73 79 W SO 80 W 77 71 Tr 77 77 77 77 74 69 74 74 74 74 74 72 66 72 72 72 72 72 69 64 69 70 70 70 70 67 62 67 A—yetefid 90 11 1 90 1 90 90 0 go 90 go go go go go go ga go go go go go go w go go go go go go 9G 90 90 90, 9G w 90 90 90 90 90 90 go 89 sa as 88 88 4SW60 Array Edge 9090 90 go, SO 90 90 90 90 90 ED 90 90 0 90 90 86 W 86 86 86 87 87 83 93 83 83 83 95 95 91 81 91 81 81 $3 83 78 78 79 78 78 83 81 76 76 76 76 76 Array late".' 86 8 81 11 81 72 11 l 11 71 7g 7 fil fil 84w 7 7 El E7 g 8111 73 7e 73 El 61 g 79 70 70 70 E2 2 go 76 68 68 68 61 61 86 74 66 66 66 58 58 0'.7 Array Edge 7: 70 70 70 62 E2 :b 73 68 68 ': 60 :: 73 E: 65 65 57 57 86 70 63 63 63 54 54 86 68 61 61 61 52 52 83 66 59 59 59 49 49 W 64 56 56 56 17 47 Array In 86 86 74 74 74 69 92 92 92 71 71 71 66 79 79 79 68 58 68 6476 76 76 66 Ed 66 62 74 74 74 64 6464 60 71 71 71 62 62 62 57 69 69 69 go 50 w 55 7.20 Array Edge 74 74 74 64 64 64 60 71 71 71 61 61 61 56 68 68 68 59 59 59 54 66 66 66 56 56 56 51 64 64 64 53 53 53 as 62 62 62 51 51 51 " 60 W 60 49 49 49 44 ".y Interior 87 87 87 79 79 79 76 97 87 87 76 76 76 74 87 87 87 73 73 73 71 8 85 85 70 70 70 685 8 82 82 68 68 68 66 79 79 79 66 66 . 64 77 77 77 6464 64 62 0 P4 C 20 or 27 " A,'Edge 92 82 82 68 68 6866 79 79 79 65 65 65 64 76 76 76 63 63 63 61 73 73 73 61 61 61 59 71 71 71 59 59 59 56 68 69 68 56 56 56 54 66 66 66 53 53 53 51 Interior 88 8 8 8 85 78 9 95 85 85 35 81 75 91 82 92 82 82 79 72 79 79 79 79 79 76 70 76 76 76 76 76 73 68 73 74 74 74 74 71 66 71 72 72 72 72 69 64 69 27.45Array Array Edge 76 7: 7: 7: 73 68 73 73 73 73 73 70 65 70 71 71 71 71 68 63 R 68 68 68 68 66 61 66 66 66 66 66 64 58 64 . 64 64 64 62 56 62 62 62 62 R 60 53 60 "" """' " W go W W W " W " " " " " go N "' 89 89 89 89 39 89 89 85 85 85 95 85 97 87 83 83 83 83 83 85 85 W 90 W W W 82 92 78 78 78 78 79 45 .W Array Edge 87 87 83 83 93 83 83 . 84 79 79 79 79 79 81 81 77 77 77 77 77 79 79 74 74 74 74 74 717 77.. 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 Array I -I' or, 86 86 77 77 77 68 68 86 82 74 74 74 65 65 79 71 71 71 63 86 76 68 68 68 61 61 86 74 66 66 59 5 as 72 64 Ed 64 56 56 $6 69 62 a 6 53 53 ot.1 Array Edge 86 74 66 66 66 58 58 86 71 64 64 64 55 55 :6 6 68 61 61 61 :3 -12 2 83 66 59 59 55 50 50 80 :6 64 6 56 56 47 47 78 62 54 54 54 45 45 75 ED 51 51 51 43 43 Arraykae­ w W 69 611 69 65 77 77 77 67 67 67 63 74 74 74 64 64 64 &D 72 72 72 62 6Z 62 S8 69 69 Sg 60 60 60 55 67 67 67 59 58 59 52 65 65 65 55 55 55 &D 7bew Array Edge 69 69 69 W W 60 55 67 67 67 57 57 57 52 64 64 64 54 54 54 4$' 62 6Z 62 51 51 51 47 0 60 60 49 49 49 44 58 58 59 47 47 47 42i 55 55 55 45 45 45 41 Array Interior 97 97 ' 97 74 74 74 72 86 N 86 71 71 71 69 83 83 83 69 69 64 67 W 80 N 66 66 66 64 77 7 77 64 6a 64 62 75 75 75 62 62 62 0 72 72 72 60 60 60 59 D 26.27 Array Edge 77 " 64 64 64 62 74 74 74 62 62 62 W 71 71 71 59 5S 59 57 69 69 6 56 56 56 54 67 57 67 54 54 54 52 64 64 64 51 51 51 49 13 63 63 49 as 0 47 ArWigreder 83 $3 93 g3 80 74 W 80 80 W 80 n 71 77 77 77 77 77 74 68 74 74 74 74 74 71;.66 71- 72 72 72 72 69 64 69 69 69 69 69 • 67 62 67 61 67 67 67 65 6D 65 27 m 45 A, my Edge 72 72 72 72 i69 64 69 69 69 69 69 66 61 66 66 66 66 66 64 59 64 64 64 64 64 62 56 62 62 62 62 62 60 53 60 60 W 60 60 57 51 57 58 58 58 So ss 49 55 Array katedor 90 90 90 90 9G SO 90s 96 90 86 86 86 W 86 87 87 83 83 83 83 $3 85 85 90 80 80 W 80 83 83 78 78 79 78 79 W 80 75 75 75 75 75 78 79 73 73 73 73 73 45.60 AWay Wge 8Z 92 79 79 79 79 79 W 80 75 75 75 75 75 77 r 72 72 72 7n2 72 75 70 70 70 70 70 71 73 68 68 68, 69 6g 71 ZI 66 66 66 66 66 65 fis 64 a '4 64 - " 64 Array Interior 83 83 83 83 83 82 82 83 8 83 78 79 83 93 83 83 83 7 76 83 83 82 82 82 73 73 8 Ed 80 70 70 3 8 - 77 77 as Es B 83 7S 75 75 66 66 0 1, 7 Array Edge 83 8 3 79 79 79 70 70 :3 3 :3 3 76 76 75 68 68 83 82 73 73 73 65 65 83 79 71 71 71 63 63 83 77 69 :0 9 :90 61 61 :3 734 EE EE 66 59 59 72 . fi� fi� 'o 's Array Ieano, 87 87 87 83 93 83 78 87 87 97 80 W N 75 87 87 97 77 " 77 72 87 87 87 74 74 74 70 84 84 84 72 72 ____ 72 67 8' 81 81 70 70 70 65 7: 78 78 . 68 Ed 63 Ito 20 A,., Edge 83 83 83 72 72 72 67 80 W W 69 69 69 65 77 77 77 67 67 67 62 74 74 74 64 64 64 60 72 72 72 62 62 62 58 70 70 70 W ED 60 55 68 68 68 58 58 58 53 —ay Interior 17 1 17 11 17 V 87 86 al % al V 81 87 82 82.2 go 87.7 87 8. W 8077 87 V 81 77 11 77 11 87 87 87 74 74 74 71 81 81 8772 12 11 70 a 20.27 Array Edge :1 7 :77 :1 7; 77 75 87 87 87 74 74 74 72 86 86 86 71 71 71 69 83 83 83 69 69 69 67 W 80 W 66 66 66 65 77 77 77 64 64 Ed 63 75 75 75 62 62 62 61 A,., raterra' 88 8888 88 U As 88 88 AS 85 8888 88 88 ag 88 82 88 98 88 88 89 BE 79 86 86 86 86 86 93 76 83 83 83 83 93 W 74 W 81 81 81 81 78 72 78 27.45 Array Ed, 86 86 86 86 83 76 83 83 83 83 83 79 73 79 80 80 W 80 Tr 71 77 77 77 77 77 74 69 74 74 74 74 74 72 66 72 72 72 72 72 69 64 69 70 70 70 70 67 62 67 "'y Interior 90 W 90 or . . 90 90 90 90 90 90 W 90 90 90 90 90 90 90 90 90 go 90 go go go go go go go w 90 go go go go go go go go go go go 38 88 88 as H 45 . W Array Edge 90 . W 90 90 go 90"' go go go W 90 90 go 9086 N " 8686 7 87 83 93 83 33 83 85 95 81 81 81 81 81 93 93 78 7 78 78 78 81 76 76 76 76 76 Army Interior 83 83 81 81 81 72 72 By 9 78 79 78 69 69 8 83 75 75 7567 67 93 81, 73 73 73 65 65 0 79 70 70 70 62 62 83 76 U 68 69 61 61 83 74 66 66 66 59 58 ot.7 1 71 11 1 1 1 1 11 11 1 11 1 60 60 83 73 65, 65 65 57 57 83 70 , 63 63 63 54 54 93 68 61 61 61 52 52 83 66 59 59 59 49 49 N 64 56 56 56 47 47 AerayManor 86 86 86 74 74 74 69 92 82 82 71 71 71 66 79 i 79 71 69, 0 fig 64 76 76 76 Ge 66 66 62 74 74 74 64 64 64 60 71 71 71 62 62, sz 57 65 69 fig fig w so 55 Ito 20 74 74 74 64 64 GA 60 71 71 71 11 fil fil 56 69 68 63 SS 55 SS 54 66 66 65 56 515 56 51 64 64 54 53 53 53 48 62 62 62 51 51 51 46 ED ErD 64 49 49 49 Aalayrforeloar 87 87 87 79 i79 79 76 87 87 97 76 76 76 74 87 i 87 87 73 73 73 71 95 85 95 70 70 70 69 82 82 82 69 68 fig 66 79 79 79 66 66 66 64 77 77 77 64 64 64 62 5 Pyf C 20. , Artay Edgy az 82 92 68 69 68 66 79 79 79 65 65 65 64 76 745 76 fiX 63 63 61 73 73 73 61 61 61 59 71 71 71 59 59 59 56 68 68 68 56 W 56 54 66 66 66 53 53 53 51 � 88 so 8E, 83 86 78 85 85 85 95 85 91 75 31 82 82 U R 79 7Z 79 79 79 79 75 76 70 76 76 76 76 76 73 6873 74 74 74 74 71 66 71 72 72 j2 72 69 64 69 27.45 ALfSyM 76 76 76 76 =73 68 73 13 73 75 73 70 65 70 71 71 71 71 69 63 69 fig a i fig 69 66 61 66 " 66 66 = 65 64 59 64 64 64 64 64 62 56 2 L 62 52 62 w 53 60 [4of 90 '30 90 90 '90 '-so 90 90 90 90 go go go go go go 85 89 89 89 '95� Sor 85 $5 85 95 85 87 87 83 83 81 a 83 85 85 80 W so so 80 Z 82 78 70 79 78 79 4S�60 ,Array Array Ems' V 97 83, 93 93 83 93 84 84 79 79 79 79, 79 U 77 7? 77 77 77 _89 7g 79 74 74 74 74 74 n 77 72 72 72 72 72 75 75 69 65 69, 69 �+73 73 67 67 67 67 67 "ay'—da' 11 17 77 77 68 1: 12 14 74 71 1 11 7: 11 7' " 63 . 76 E. . . 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Ed e 59 59 59 45 45 45 43 54 S4 54 4242 42 40 51 51 51 39 39 39 37 47 47 47 36 36 36 34 44 44 4433 33 33 30 42 42 42 29 29 29 27 2720 45 A,.y Interior 64 64 64 " 61 55 61 61 61 61 61 58 51 58 57 57 57 57 54 U 54 53 53 53 53 50 45 50 ED W W So 47 42 47 47 47 47 47 44 40 44 Array Edge 53 53 53 53 50 45 50 49 49 49 49 47 42 47 . 46 46 46 U 39 " 43 43 43 43 41 36 41 . 40 40 40 38 33 38 38 38 38 38 36 29 36 45.60 A,,., Interior 75 75 69 69 69 69 69 71 71 " 66 66 66 E,6 68 68 63 63 63 63 63 65 65 Eo W EO W W 63 63 56 56 56 56 56 W 60 53 53 53 53 53 Array Edge 65 65 60 60 60 60 60 62 62 56 56 56 56 56 59 59 52 52 52 52 52 55 55 49 49 49 49 49 52 52 46 46 46 46 46 0 49 43 43 Q 43 43 ArWinteror 77.".77 70 70, 70, 6 0 71 71 17 11 61 19 19 77 71 . . 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E2 2 1 62 62 62 62 60 53 so so W so so 58 8 58 58 55 49 55 A,,,, ED 9 go " 9 I 1 1 16 1 16 a '7: 87 a 83 " 83 83 83 78 78 78 78 78 W W 75 75 75 75 11 7: 73 743 73 73 73 45 to do Array 8, :2 7' . 78 78 78' 78 80 90 " 75 75 1: 77 1; 72 12 72 73 73 68 68 68 68 68 71 71 66 66 66 66 66 67: 6 64 6 64 64 64 12 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot -- 60-Cell Ground Exposure Wind Speed-> 130 mph — 140 ­h 150 o,, 160 mph 170 mph_ M mph Snow Load Category P-1 Allde RIIfZ.1.a-I V 1 2e 2,- 2n 3e 3r 11 1 2e 2, 2n 3e 3, 1' 2e 2, 2n 3, 3, 11 2e 2, 2n 3e 3, 1' 1 2e 2, 2n 3e 3, 1. 1 Za 2, 2, le 3, Array ­6 1 62 62 62 62 62 62 62 62 62 62 62 62 59 59 62 62 52 62 62 55 55 62 6261_ 61 61 51 51 62 62 57 57 57 48 48 62 62 54 54 54 AS 45 d o, —y Edge 62 62 61 61 61 52 52 62 62 57 57 57 48 48 62 61 53 53 53 44 de 62 58 49 49 49 42 42 52 54 46 46 46 39 39 62 51 " 44 " 37 37 Interior Array" 64 64 " 64 64 60 . 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A;:�E, j 85 85 85 85 83 79 79, 79 79 79 80 80 7676 76 76 76 8 769 78 74 74 74 74 74 76 76 72 72 72 72 - 72 5 T4 69 69 65 as fig 45 W60 jg. :78 74 73 68 69 68 69 68 71 71 66 66 66 66 66 1 69 64 64 64 64 64 67 67 62 62 E2 62 2 6 5 6, 60 GO 60 w w Maximum Rail Spans (inches) ClickF!t Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 72-Cell (P) GI--rd E.­ Wind Speed BO ­h M mph 150 ,,,h t6o mph 70 ,ph 180 mph ,r.. —d C—g., I. -I An le Roof Z­ V I Zo 2, 2n 3e 3, 11 1 2e 2r 2n 3e 3r V 1 2e 2, 2n 3e 3, 1' 1 2e 2, 2n 3, 3, 11 1 2, 2, In 3,, 3, 1' 1 2e 2, 2n 3e 2, Al., r1ovio, 82 74 67 67 67 59 59 92 71 63 63 63 55 55 92 67 W 60 60 51 51 81 64 47 47 77 61 53 53 53 44 74 58 SO AD SO 42 42 0.7 Allay Edge $1 64 57 57 57 48 49 77 61 52 52 57 " 44 73 57 49 49 49 41 41 70 53 46 46 46 n M 67 50.. 43 43 43 36 36 47 40 40 40 32 32 Armyiottf­ 70 70 70 61 61 61 55 66 66 66 56 56 56 52 63 63 63 52 52 52 48 60 60 60 49 49 49 45 57 57 57 46 46 46 42 54 54 54 43 43 43 39 Ito zo Army Edge 61 62 61 49 49 49 45 56 56 56 46 46 46 41 52 52 52 42 42 42 39 49 49 49 to 40 40 36 46 46 37 37 37 32 43 43 43 35 35 35 29 ArtayinYeriar 78= 79 79 65 65 65 63 74 74 74 61 61 61 59 70 70 70 59 59 Sit 55 67 67 67 54 54 54 52 64 64 64 51 52 51 49 61 fil 61 48 As 48 46 8 20 to 27 A,my Edge 67 67 67 54 54 54 52 64 64 50 50 50 4& 61 61 61 47 47 47 45 57 57 57 " 44 44 42 53 53 53 41 41 i 41 39 50 50 50 39 39 39 37 Army Inter., 72 72 72 72 70 64 70 68 68 69 68 56 61 66 65 65 65 65 63 57 63 62 62 62 62 60 54 60 60 W 0 6 57 50 57 56 56 % 56 53 47 53 27.45 Army Edge 63 8 63 63 60 54 60 59 59 59 59 56 50 SL 55 55 55 55 52 46 52 51 51 51 51 49 4345 4849 48 49 46.. 41 46 46 46 46 46 43 39 43 Army byterimr 92 82 78 7$ 78 78 78 79 79< 74 74 74 74 74 76 76 71 71 71 71 71 73 73 68 68 68 69 69 70 70 65 65 6S 65 65 68 68 62 62 62 62 62 45 . 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58 52 58 57 57 57 57 54 " 54 53 53 53 53 51 45 51 50 So 50 50 47 42 47 47 47 47 47 45 40 45 27 to 45 -, Ed,. 54 54 A 54 51 45 51 50 W 50 50 47 42 47 46 4b 46 46 . 39 44 43 43 43 43 4] 37 41 4£ 41 41 41 38 33 38 38 38 38 38 36 29 36 Array Illen, 71 74 70 111 10 70 70 71 71 11 6,5 11 11 66 68 61 11 63 13 63 63 11 11 Eo 60 60 W W 61 11 17 17 57 17 11 0 6' 54 54 14 14 14 41 to 60 Array Edge So 6060y W W 62 62 56 56 5E 59 59 52 52 52 52 52 56 ty 49 49 49 49 52 52 46 46 46 4649 49 43 43 43 43 43 Array inter 78 62 54 54 54 45 45 74 58 50 50 50 42 42 70 4 46 45 46 39 19 67 51 43 43 43 % 36 64 48 41 41 41 33 33 6Z 45 38 39 39 29 29 0­7 7 firmyEdv 67 51 43 41 43 37 37 64 47 40 40 32 32 fil 44 37 37 37 2& 29 57 41 34 N 24 24 54 38 30 30 30 22 22 51 36 V 27 27 19 19 AoWnmrior 59 58 59 47 47 47 42 Sa 53 53 43 43 43 39 50 5(X 50 40 4G 40 37 46 " As 38 39 39 33 44 44 44 35 35 35 29 41 41 41 31 31 31 26 7 7 to 70 A,my Edge 47 47 47 38 39 38 33 43 43 41 U 34 34 29 40 40 30 30 30 25 38 38 39 26 26 26 22 35 35 35 23 23 23 19 U 31 31 20 20 20 17 Army Interior 65 65 65 51 51 51 49 61 61 61 49 U 48 46 58 58 58 44 44 " 42 54 54 41 41 41 At) 51 51 51 39 39 39 37 As 48 48 37 37 37 35 D 20.27 2 1mII& 14 14 1,1 42 Q 40 50 50 W 39 19� 39 37 47 47 47 36 36 36 33 44 44 " 32 32 32 29 41 41 41 28 29 29 26 39 39 39 25 25 25 23 Array A,-Jor ED ED 60 60 57 51 57 56 56 56 56 53 47 Sa 52 52 52 52 50 44 50 49 49 4 a 49 46 41 46 46 4f, 46 46 4a 39 43 43 41 43 43 41 37 41 4, 7,� "Idg. 49 49 49 1* 47 41 47 46 45 46 43 39 43 42 42 42 42 40 36 40 40 40 40 40 39 31 39 37 37 37 37 35 n 35 35 35 35 35 31 25 31 Army biWW 71 71 66 66 66 r 6 6r 67 67 62 62 r 2 62 62 65 t6 59 55 59 59 SS 62 rZ 55 55 55 55 55 59 59 52 52 52 52 52 56 49 49 45 49 49 45 Co 60 Army Edgy, Q 62 56 56 56 56 56 58 59 52 52 SZ 52 52 54 54 48 49 48 48 49 5 SI 45 45 45 45 45 48 48 42 Q 42 42 42 45 45 AD 40 40 40 4[t Array Ir-to, 79 74 67 67 67 59 59 79 71 63 63 63 55 55 79 67 W ED W 51 51 79 6,t % 56 56 47 47 77 61 53 53 53 " 44 74 58 50 50 50 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39 55 35 M 48 48 48 37z 37 37 35 45 45 45 33 33 33 31 Q 42 42 29 29 29 27 64 64 64 64 52 56 62 61 fil 61 fil -19 52 58 57 57 57 57 54 49 54 53 Sa 5$ 55 51 45 51 50 50 50 50 47 42 47 47 47 47 47 45 40 45 27.45 = S4 54 54 54 51 45 4 SI SO 50 50 50 47 42 47 46 46 46 44 39 44 43 43 43 43 41 37 41 41 41 41 41 38 33 38 38 1& 3a 38 36 29-:_16 A,.yJo-I.I 74 74 70 70, 70 70 70 71 71:.66 66 66 66 E 68 68 63 63 0 63 63 65 65 60 w 60 60 60 63 53 57 57 57 57 57 W 66 54 54 54 S4 54 45to&D Array Edge 66 66 60 60 W 60 60 62 62 56 5fi 5fi 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 Army Irttow 78 62 54 54 54 45 45 74 58 So 50 50 42 42 70 54 46 46 46 39 39 67 51 43 43 43 36 36 64 0 41 41 4] 33 33 62 45 38 38 38 29 29 01.7 Array Edge 67 51 43 43 43 37 37 64 47 Q C) 40 32 32 61 " 37 37 37 29 28 57 41 34 34 34 24 24 54 38 30 30 30 22 22 51 36 27 27 27 19 19 Army interior 58 58 58 47 47 47 42 53 53 53 4-3 43 —43 39 50 50 50 rO Q 40 37 46 46 46 38 38 38 33 44 " 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63 52 52 52 48 60 W W 49 49 4945 57 57 57 46 46 46 42 54 54 54 43 43 43 39 71.20 =, fit: 61, fil 49 49 491 45 56 56 56 " 46 46 41 52 52 52 42 42 42 39 49 49 49 Q Q 40 36 46 46 46 37 37= 37 32 43 43 43 35 35 35 29 Axmy7omrlo 79 M 79 65 65 65 63 74 74 14 fil 61 61 59 70 70 V 59 59 58 55 67 V 67 54 54 54 SZ 64 64 64 52 52 52 49 61 61 61 48 48 48 46 et 20.27 Affray Ede, 67 67 67 54 54 54 57 64 1�4 64 50 50 50 LS 61 61 I_ 47 47 47 45 57 57 S7 44 4 4Z L 53 53 53r 41 41 4 39� 50 50 5D 39 39 39.:.37 Army fnkergr 72 72 72 72 70 U 70 69 69 69 68 66 61 66 65 65 65 65 63 57 63 Q 62 62 62 60 54 W 60 60 60 60 57 57 % 56 56 56 53 47 53 271045 A.W Edge 63 61 53 S3 W 54 60 55 55 55 59 56 50 55 55 SS 55 55 52 46 52 51 51 51 51 49 43 45 49 U t48 48 46 41 46 46 46 46 46 43 38 43 A""Iterior 82 82, 79 79 78 78 79 79 79 74 74 74 74 74 76 76 71= 71 71 71 71 73 73 68 68 0 —,W fig 70 70 65 AS 65 65 65 68 68 E2 62 62 62 62 45 to W Array Edge 73 73 Sa 69, a 68 69 70 70 65 65 265 65 65 67 67 62 62 52 62 62 64 " 58 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47 45 40 45 27 to 45 'my Edg,, 54 54 54 54 51 45 51 50 50 SO W 47 42 47 46 46 46 46 44 39 44 43 43 43 43 41 37 41 41 41 41 41 38 33 38 38 38 38 38 36 29 36 Army Im... 74 74 70 70 70 70 70 71 71 66 66 66 66 66 68 68 63 63 63 63 63 65 65 ED 60 60 60 60 0 63 57 57 57 57 57 60 W 54 54 54 54 54 45 to 60 Array Edge 66 M W w do 60 w 62 b2 56 55 56 56 56 59 59 52 52 52 52 52 56 56 49 49 49 49 49 52 52 46 46 46 46 46 49 49 43 43 43 43 43 Army Imermr 73 62 54 54 S4 45 45 73 58 50 50 50 42 42 70 54 46 46 46 39 39 61 51 43 43 43 36 36 64 49 41 41 41 33 33 62 45 38 39 38 29 29 0t17 A, ELe 67 sl 41 43 43 37 37 64 47 40 40 32 37. 61 W 37 37 37 28 28 57 41 34 34 A 24 24 54 38 30 30 30 2 22 51 36 27 27 27 19 19 A"" S& $9, 58 47 47 47 42 53 5353 43 43 43 39W 50 50 40 AD 40 37 4$ 46 46 38 38 38 33 4444 44 35 35 35 29 42 41 41 31 31 31 26 7.20 .m= 41 - 41 - . 38 - . 43 43 . . . . . . . . 30 . 25 . . . . . . . . . 31 23 23 . 11 . 31 31 . . 20 IL ArWIdmdo, 65 65 65 Si 51 51 49 61 61 61 48 48 4 * 58 59 59 44 44 44 42 54 SIV 54 41 41 41 40 51 51 51 35 39 39 37 49 48 48 37 37 37 35 D 20 to 27 Army Edgt, 54 54 54 42 42 42 40 50 50 SO 39 39 n V 47 47 47 36 36 36 33 44 44 . 32 32 32 n 41 42 41 28 Zt 29 26 39 39 39 25 25 25 23 AmylnleW so w sc w 57 57 6 5' 56 56 5 47 53 52 57 52 52 50 44 50 49 49 49 49 46 41 46 45 46 46 46 43 39 43 43 43 43 43 41 37 41 272045 Army Edge 0 49 49 45 47 41 47 46 4646 46 43 38 43 42 42 42 42 40 36 40 40 AD 40 40 38 31 38 37 37 a7 3728 35 35 35 35 35 35 31 25 31 7 62 62 62 62 6245 65 59 59 59 59 59 6765 62 55 55 55 55 55 59 59 52 52 52 52 52 56 56 49 45 49 41 49 to 60 Affray Edge1 9 52 52 52 52 52 54 54 48 49 48 49 49 51 51 45 45 45 45 45 48 49 42 42 42 42 42 45 . 45. . 40 ..40 40 _ 40 40 15 of 31 Maximum Rail Spans {inches) I ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 foot Roof -- L-Foot -- 72-Cell (P) Ground Wind poo, qs— w mph tph 105 mph 110 mph 115 mph — T20 "Ph Snow W� Caloa., P,r't An Roof Zone Roof 1'1 2e 2, 2h 3e 3, 1'1 20 2, 2h 3e 3, 1'1 2e 2, 2n 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SS 59 56 50 56 55 55 55 55 52 46 52 51 51 51 51 is 43 49 U 48 49 49 45 41 46 46 46 46 46 43 M 43_ Army Interior 82 92 78 78 78 78 78 79 79 74 74 74 74 74 76 76 71 71 71 71 71 73 73 63 69 68 68 69 70 70 65 65 6S 65 65 68 68 62 62 62 62 62 45 to 60 I Army Edge 73 73 68 58 68 68 68 70 70 65 65 65 65 65 67 62 62 62 62 62 FA 64 58 58 59 58 59 61 61 55 55 55 55 55 59 59 52 52 52 52 52 0, Array Interior Army Edge 64 64 64 56 59 47 59 47 59 49 47 40 49 40 64 . 62 51 54 54 44 " 54 " 46 46 37 37 b4 54 _67 59 48 51 41 51 41 51 41 43 43 33 33 " 62 55 45 47 38 47 38 47 39 Q 40 29 29 64 59 52 42 44 36 44 36 44 37 36 26 37 26 64 55 49 40 42 32 42 32 42 32 35 35 23 23 Ito 20 Array interior Army Edge 62 51 62 51 62 51 51 41 51 51 41 41 46 38 58 17 58 47 58 47 47 38 47 38 47 43 38 34 54 44 54 44 54 44 44 36 44 36 44 40 36 29 51 41 51 41 51 41 41 31 41 31 41 37 31 26 48 39 48 39 48 39 39 27 39 39 27 27 35 23 45 36 45 36 45 36 36 24 36 24 M 31 24 20 _ Array interior 67 67 67 56 56 56 54 65 65 65 52 52 52 50 62 62 62 48 48 " 45 59 59 59 45 45 45 43 55 55 55 42 42 42 41 52 52 52 40 40 40 38 30 paf C 20 In 27 Array Edge 59 59 59 45 45 45 44 55 55 55 42 42 42 Q 51 51 51 39 39 39 39 48 48 48 37 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 .-Y,.-i., 64 64 64 64 62 56 62 61 61 61 61 58 52 58 57 57 57 57 54 U 54 53 53 53 53 51 45 51 50 50 50 50 47 42 47 47 47 47 47 45 40 45 27 to 45 Array Edge 54 51 54 54 51 45 53_ 5050 50 50 47 42 17 46 46 46 46 . 39 44 43 43 43 43 41 37 41 41 41 41 41 38 33 38 38 U 38 38 36 29 36 Array Interior 74 74 70 70 70 70 70 71 7 1 66 66 66 66 66 68 68 63 63 63 63 63 65 65 . 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47 45 - As 27to45 An" Ed e 54 54 54 54 51 45 51 50 50 50 50 47 42 47 <46 46 46 46 44 19 44 43 <43 43 43 41 37 41 41 41 41 41 38 33 38 38 38 38 38 36 29 = 36 A-Vintnitr -14 74 70 70 70 70 70 71 71 66 456 66e 66 66 eg 68 63 63 a 63 S3 65 65 60 69 60 60 60 63 63 57 57 57 57 57 W 60 54 54 54 54 54 45.60 Array Eno, 66 66 60 60 60 60 W Q 62r 56 56 56 56 59 59 52 52 52 52 52 56 56 451 49 49 49 49 52 52 46 46 46 46 46 49 49 43 43 43 43 43 0.7 A,m, rote., Army Ed" 64 64 62 54 51 43 54 43 54 45 43 2 45 37 64 64 58 4 50 50 40 40 50 40 42 42 32 32 64 61 54 44 46 37 46 37 bb 37 39 39 28 28 64 57 51 41 43 34 43 34 43 34 H 36 24 24 64 54 48 41 38 30 41 30 41 33 30 22 33 22 62 51 45 36 38 27 38 27 8 3 27 29 2: 1 7.20 Amy interior Army Edge 58 47 58 47 58 47 47 38 47 4; 38 39 42 33 13 43 43 53 43 43 34 43 34 43 39 34 29 50 40 50 40 511 40 40 W Q 30 40 37 30 25 46 38 46 38 46 38 38 26 38 26 38 33 26 22 . 35 44 35 44 35 35 23 35 35 23 23 29 19 41 31 41 31 41 31 31 20 31 20 31 26 20 17 Array Interior 65 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41 61 51 46 4646 38 38 61 50 43 43 43 36 36 61 47 40 Q 32 31 "Intenjo,262 eZ 63, 62 61 55 62 62 S6 56 S2 566262 62 62 52 52 5Z 48 60 60 EO 49 49 49 45 57 57 57 46 46 46 42 54 54 54 43 43 43 39�ay Y#a 20 Me el 61 61 49 49 49 45 56 56 56 " , 46 46 41 5Z 52 52 42 42 42 39 4949 49 40 40 36 46 46 46 37 37 37 32 43 41 43 35 35 35 i 2% Army Intd., — 64 64 64 64 64 IA 63 64 64 64 61 61 61 % <64 64 64 S& 58 58 SS 64 64 64 54 54 54 52 64 64 64 51 51 51 491 61 fil 61 48 48 48 46 8 20m 27 Array Edge 64i 114 % 54 54 54 52 64 64 64 50 50 50 49 62 0 151 47 47 47 45 57 57 57 44 44 " 42 53 53 55 41 41 41 39 ED SG 5D 35 35 35 37 27 to 45 Array Interior A"WEdIte 72 63 72 63 72 72 63 63 70 64 60 54 70 60 68 591 69 59 68 68 55 59 66 56 61 66 50 56 65' 55 65 55 e65 55 65 63 55 52 57 63 46 52 62 St 62 51 62 51 62 51 60 54 6D 49 43 49 6a 60 W 6(1 57 48 48 48 48 46 50 57 41 46 56 46 56 46 56 56 53 47 ST * >46 44 n 43 A��oE000r $2 K 79 M 78 73 79 79 79 74 74 74 74 74 746 76 71",71 71 71 71 73 73 68 68 68 68 69 70 70 65 65 65 65 65 61,68 62 62 62 62 62 45t.60 'Jae 7,4 73 69 611 U 68 W 70 70 65 65 65 65 65 67 67 rZ 62 62 62 62 64 1" 5 58 58 58 58 61 61 55 55 55 55 55 59 sit 51 52 52 51 52 Army interior 61 61 59 59 59 49 49 61 61 54 54 54 46 61 59 51 51 51 43 43 61 55 47 47 47 61 52 44 44 37 37 6 4942 42 42 35 35 0.7 Ana, 11.o 61 56 47 47 47 40 40 61 51 44 44 4437 17 11 4841 41 41 33 33 60 45 38 38 38 29 29 59 42 36 36 36 26 26 55 40 32 32 32 23 23 Army 1­1., 62 62 62 51 51 51 46 58 58 58 47 47 47 43 54 54 54 44 . . 40 51 51 51 41 41 41 37 48 Q 48 39 39 39 35 45 45 45 M 36 36 31 11.20 Army Edge 51 51 51 41 41 41 38 47 47 47 38 38 38 34 44 44 44 36 36 36 29 41 41 41 31 31 31 2� 39 39 39 27 27 27 23 36 36 36 24 24 20 40 C 20 27 Army interior 64 64 56 56 56 6464 64 52 52 52 W 6 62 62 48 48 48 59 59 59 45 45 �; 43 55 55 55 42 42 42 41 52 52 52 4ri 38 Pf to Army Edge59 59 SS 45 45 45 55 55 55 42 42 42 40 51 51 51 39 39 39 38 " 48 48 37 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 A Interior 64 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30 25 38 3$ 38 26 26 26 22 35 35 35 23 23 23 19 31 31 31 20 20 20 17 0 20#027 Army hrtMior 65 65 65 51 51 51 49 61 rl 61 49 48 4 46 54 59 58 44 44 44 42 5454 54 41 41 41 40 51 51 51 39 39 39 37 46 49 49 37 3737 35 Army Edge Se 54 5442 42 42 oO 50 50 50 39 39 39 37 47 47 47 35 36 36 33 44 44 44 32 12 32 29 41 41 41 29 28 28 26 34 39 39 25 25 25 23 Array intesfpr 60 60 60 60 57 5 57 56 56 56 56 53 47 53 52 52 52 52 50 44 50 49 <49 49 491 46 41 46 46 46 46 46 43 39 43 43 43 4 41 41 37 4 27 to45 krray Edge 44 49 0 49 47 41 47 46 46 46 45 43 43 42 42 42 42 40 36 40 40 40 38 31 39 37 37 37 37 35 28 35 35 35 35 35 31 25 31 71 71 66 66 66 66r 66 67 67 62 62 62 62 62 65 65 e Sa 55 59 59 Ss 62 62 55 SS 55 55 $ 59 59 52 52 52 52 52 56 56 49 49 49 49 49 Array fdge 62 62 56 56 56 56 56 58 59 52 52 52 52 52 54 54 48 49 48 48 49 . 52 51 45 45 45 45 45 49 48 42 Q 42 42 42 45 45 40 410 40 40 40 19 of 31 Maximum Rail Spans (inches) CRckFjt Rail 450124 (REVX03) Ftush-Mount on 0 to 30 Foot Roof -- L-Foot 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62 62 E2 E2 El 62 62Array B 20 t, 27 Edge :2 :2 62 62 :2 2 " E2 2 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 61 62 62 62 61 61 61 59 62 62 62 59 59 59 57 Array "e" 73 71 7�3 73 ' " 11 11 71 71 1�1 7 13 71 71 71 71 11 11 73 73 73 71 72 71 13 11 73 13 71 1. 73 71 B 73 71 B E. 73 27 to 45 A,,., Edge 13 ;3 3 , 3 ;3 13 ;3 3 ;3 ;'1 3 70 ;33 ;33 3 ;�3 ;I 3 ;: 67 , 13 73 73 73 70 65 70 70 70 70 70 68 63 68 EZ Ed 68 68 E,6 61 66 66 66 66 66 64 59 64 Array lht—, 11 85 gl 11 g5 M gl El 85 El El Bl El E5 gl 85 11 15 11 gl SS 15 gl 81 95 85 85 85 85 85 85 85 85 85 85 8S 85 85 95 85 a5 85 85 85 8833 83 83 83 83 45 . 60 Array Edge 85 85 35 85 85 95 85 r 95 35 55 95 85 85 85 85 82 82 92 82 92 83 83 79 79 79 n 79 81 91 76 76 76 76 76 78 74 74 74 74 74 76 76 72 72 72 72 72 Army 16terior 58 59 58 58 58 58 59 58 58 5Z 58 S8 58 58 58 58 58 58 59 58 58 58 58 59 59 58 58 58 58 58 58 58 59 58 58 _Z8 58 59 58 58 59 56 56..59 50 5? 5Z 59 54 54 0 t. 7 Array Edge 58 58 58 58 58 58 58 58 58 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Array Interior 86 86 86 86 86 77 77 86 86 Be 84 84 74 74 86 86 81 81 81 72 72 86 86 78 78 78 69 69 86 84 75 75 75 67 67 66 81 73 73 73 65 65 86 79 71 71 71 63 63 0to 7 Array Edge 86 84 75 75 75 67 67 86 81 72 72 72 64 64 86 78 70 70 70 62 62 86 75 67 67 67 60 W 86 73 65 65 65 57 57 86 70 63 63 63 55 55 86 68 61 61 61 53 53 Array Interior 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 71 66 79 79 79 68 68 68 64 77 77 77 66 66 66 62 74 74 74 64 64 64 61 Ito 20 Array Edge £9 79 79 58 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 56 66 66 57 57 57 52 64 64 64 54 54 54 49 Array Interior 96 96 96 84 84 84 82 9b 96 96 81 81 81 79 94 94 94 78 78 78 76 90 90 W 75 75 75 73 87 87 87 73 73 73 71 85 85 85 71 71 71 69 82 82 82 69 69 69 67 D 20.27 Array Edge 87 87 87 73 73 73 71 84 84 84 70 70 70 68 81 61 81 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 60 57 Array"Manor 94 94 94 94 91 84 91 91 91 91 91 87 81 87 87 87 87 87 04 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 58 74 27.45 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 67 64 59 64 Array Interior 107 107 102 102 102 202 102 103 103 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 90 90 83 83 83 83 83 45 m 60 Array Edge 94 94 88 88 88 88 88 91 91 85 85 85 85 85 89 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 Array tnXenar 82 82 82 82 :82 82 82 82 82 82 82 82 82 82 82 82 82 82. 82 82 82 82 82 :. 82 82 82Y: 82 82 82 82 82 82 82 g0 80 8Z 82 82 82 : 82 78 78. 82 82 82 82 62 75 75 0to7 Arrayfdge 82 82 82 82 82 80 W 82 8Z 82 82 82 77 77 $2 82 82 82: 82 74 7482 %2 <. 81 81 81: 72 72 :82 82 78 ':. 78 78 69 69 $2 82 76 76 ':: 76 67 67:: 82 82 73 73 73 ': 65 65' ArrayMteiior 89 89 89 89 89 89 89: 89 89 89 89 89 89 85 89 :: 89 as 98: 88 88 82 8989 89 85 d5' 85 79 89 89 89 : 8282 82: 77 89 89 89 79 ' 79 79 74- 89 89 89 77 77 :. 77 72 ". 7.20 Array Edge B9 89 89 82 :82 82 77;. 89 89 89 79 79 79 74 88 . 88 88 76 76 76 71 85 85 : 85 73 73`. 73 69 8Z 82 82 ; 71 71 71:'. 67 79 79 79 fiS :; 69 69 65: 77 7T 77 67 67 67 63- Array "'¢riot 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 90 90 88 91 Si 91 < 87 87 97: 85 91 91 91 85 : 85 85 82: 91 91 91 82 82 82 $0 8 20to27 Array Edge 91 91 91 67 87 87 85':' 91 91 91 84 84 84 82 91 91 51 81 61 81 :79 91 91 91 78 78 78 76 :91 91 91 76 76 76: 74 88 88 88 73 - 73 " 73 71' 85 85 85 71 71 71 69: Array lnterwr 103 103 103 103 103 100 103: 103 103 103 103 103 96 103 103 :103 103 103 101 93 101 101 101 201 101 97: 90 97 98 98 98 - 98 94 87 94 95 95 95 95 :: 91 84 91: 92 92 92 92 86 :: 82 88 27.45 Array Edge 98 98 98 98 :.94 87 94 ': 94 94 94 W 90 83 90 90 : 90 90 90 87 80 87 87 87 : 87 87 84" 78 84 84 84 84 : 84 81 75: 81 82 82 82 82 :' 79 73 79:: 79 79 79 79 77 : 71 77 Array lrtt- 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 i 107 107 107 107 107 107 107 207 1D7 I07 107 107 107 107 107 106 106 106 106 106 107 107 103 ,103 103 103 103 104 104 100 100 106 100 = 452a60, Array Edge 107 107 106 106 106 106 105 306 106 102 102 102 102 102 103 :. 103 90 98: 98 98 98 100 100 ; 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74 74 74 6464 64 61 7.20 Array Edgy 79 79 79 68 ::68 6$ b4 :: 7fi 76 76 66 56 66 '62 73 73 13 54 64 64 :60 71 71 - 71 61 61 61 57 68 68 68 59 59 59 5466 66 66 57 51 57 52 64 64 -64 54 54 54 49 AIy Oneida, 93 93 93 84 :84 84 82 93 93 93 81 8d 81 79 93 93 93 78 78 78 76 90 90 90 75 75'. 75 73 $7 87 87 73 73 73; 71 85 85 85 71 71 71 69' 82 82 82 69 69 - 69 67 ' Et 20.27 ArfnfdV 87 87 87 73 -73 73 71 84 84 84 70 70 70 68 81 81 81 68' 60 68 66 78 78 78 65 65: 65 64 76 76 76 : 63 63 63 62 73 73 73 61 61 61 60. 71 71 71 60 60 60 57 Array orator 94 94 94 94 91 84 91 - 91 91 91 91 87 :91 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 27to45 " Arta Edge 81 84 81 81 78 73 78 78 78 78 78 76 i70 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 67 64 �: 59 64' "492a:60 Anayinterktr 107 107 10.1 102 102 102 102; 103 103 98 98 98 :98 98 100 100 95 95 95 9S 95 97 97 92 92 52. 92 92 :,95 95 89 69 89 89: 89 42 92 86 ' 86 :: 86 86 86: 90 90 83 83 83 83 83 '. Array Edge 94 :94 88 88 ':88 88 $&: 91 91 85 &5 85 85 85 89 ; 89 92 '92. 82 82 82 86 86 79 79 79: 79 79 :93 83 77 77 77 77: 77 81 '91 75 " 75 75 75 75:: 79 79 :72 72 72 : 72 7Z Array L.-, 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 80 80 82 82 82 82 82 78 78 82 82 82 82 82 75 75 01.7 Array Edge 82 82 82 82 82 80 W 82 82 82 82 &2 77 77 82 82 82 82 82 74 74 82 82 81 81 81 72 72 82 82 78 78 78 69 69 82 82 76 76 76 67 67 82 82 73 73 73 65 65 Array interior 86 86 86 86 86 86 86 85 B6 86 86 86 86 85 86 86 86 86 86 86 82 86 86 86 85 85 85 79 : 86 86 86 82 82 82 77 86 86 86 79 79 79 74 86 66 86 77 77 77 72 Ito 20 Array Edge 86 86 85 82 82 82 77 86 86 86 79 79 79 74 86 86 86 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 Array Interior 86 88 88 88 BB 88 $$ 88 88 88 88 88 88 08 88 88 88 88 88 88 88 8& 88 88 88 BB 88 88 88 88 88 SJ 87 87 85 88 88 88 85 85 85 82 00 BS 88 82 82 82 80 8 20.27 Array Edge 88 88 88 87 B7 87 85 88 88 88 84 84 84 82 88 80 88 81 81 83 79 88 BB 88 78 78 ]8 76 e8 88 88 76 76 76 74 88 88 88 73 73 73 71 85 85 85 71 71 71 69 ""interior 101 101 101 101 101 too 101 101 101 101 101 101 96 lot SOS 101 101 101 101 93 SOS 101 101 101 101 97 90 97 98 98 98 98 94 87 94 95 95 95 95 91 84 91 92 92 92 92 88 82 88 27 W 45 Array Edge 98 98 98 98 94 87 94 94 94 94 94 90 83 90 W 90 90 90 87 80 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 Array interior 107 107 107 107 107 107 107 101 107 107 107 107 107 107 101 107 107 107 107 107 IN 107 107 107 107 107 107 107 107 107 106 IN 105 ICE 106 107 107 103 103 103 103 103 IN IN 100 100 111 100 100 4510 60 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 B6 66 86 86 Array lntenor 82 82 8Z 82 :92 8Z 82% 82 82 82 82 82 79 79 82 82 82 82 82 76 76 82 82 82 82 82 73 73 82 82 80 80 80 71 71 82 82 77 77 : 77 69 69. 82 8Z 75 75 75 67 67 01.7 Array Ed. 82 82 80 "80 80 71 71 82 82 77 77 77 :69 68 82 82 74 74 74 66 :66 82 80 : 72 7Z 72 64 64 ::82 77 69 ' 69 69 62. 62 82 75 67 67 67 60 60: 82 R 55 65 65 57 57 Arnryf tenor 86 86 86 84 ':84 84 78 86 86 W81 81 �91. 76 86 86 86 78 78 78 73 86 96 :: 86 75 75 75 70 84 84 84 ` 73 73 73" 68 81 81 81 70 :. 70 70 66 79 79 79 68 68 : 68 64 ' 7 ta20 Arrayf4ga 84 84 84 73 !:73 73 68-: 81 81 :81 70 70 70 66 78 78 78 67 67 67 63 75 75 7S 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 :. Anay3'mor 8& 88 88 89 ::88 88 87: 88 88 88 86 85 :86 84 88 g8 88 83 83 83 81 88 88 8820 W80 78 8888 88 ' 77 77 77 7S 88 88 89 75 :" 75 75 73: 87 87 97 73 73 : 73 71: 25 ad 20to27 Array E4ge 88 :88 88 77 :77 77 75 88 88 8$ 74 74 74 72 86 86 86 72 72 72 -70 83 83 : 83 69 69 69 68 80 80 80 :: 67 57 67. 65 78 78 78 65 65 6*s 53 76 75 76 63 b3 ;: 63 62 Array Mterwr 100 100 10o 100 - 96 89 96. 96 96 96 96 43 86 93 93 ':'93 93 93 89 82 89 90 90 - 90 90 86 80 86 97 87 87 87 83 77. 83 84 84 84 84 81 75 81: 81 81 81 81 78 :: 73 78 27t645 Array Edge 86 86 86 86 83 77 83 83 g3 83' 83 80 :74 80 80 80 80 80 77 72 -77 78 78 : 78 78 75 69 75 7S 75 75 75 72 67 72 73 73 73 73 70 65 70: 71 71 71 71 68 63 68 45060 Array Interior 107 107 '107 107 :107 107 107. 107 107 104 104 104, 104 104 1f/5' 105 101 101 101 101 MI W2 102 97 97 97 97 97 99 99 94 94 94 94. 94 97 97 91, 91 ', 91 91 91 94 94 '.88 88 89 88 88 : Array Edge 99 99 94 94 94 94 94:: 96 96 :90 90 90 :90 90 93 :'93 87 87 87 87 87 90 90 : 64 84 84 84 84 88 88 82 82 82 82: 82 66 :86 79 79 ". 79 79 79. 83 83 77 77 77 77 77 Array interior 82 82 82 82 82 £7 77 82 82 82 82 82 74 74 82 82 81 81 81 72 72 82 82 78 78 78 69 69 82 82 75 75 75 67 67 82 81 73 73 73 65 65 82 79 71 71 71 63 63 0.7 Array Edge 82 82. 75 75 75 67 67 82 81 72 72 72 64 54 82 78 70 70 70 62 62 82 75 67 67 67 60 6o 82 73 65 65 65 57 57 82 70 0 63 63 55 55 82 68 61 51 61 53 53 Array noerior 88 88 88 79 79 79 74 88 88 8876 76 76 71 85 85 85 73 73 73 69 82 82 82 71 71 71 66 79 79 79 68 68 68 64 77 77 77 66 b6 66 62 74 74 74 64 64 64 61 710 2D Array Edge 79 79 79 68 68 68 64 76 76 76 % 66 66 62 73 73 73 64 64 646460 71 71 71 61 61 61 57 60 68 68 59 59 59 54 66 66 66 57 57 57 52 64 64 6454 54 54 49 Array Interior 89 89 89 84 B4 84 82 89 89 89 81 81 81 79 89 89 89 78 78 78 76 89 89 89 75 75 75J770 87 87 87 73 73 73 ]1 85 85 85 71 71 71 69 92 82 82 69 69 69 6] D 20t0 27 Array Edge 87 87 87 73 73 73 71 84 84 84 70 70 70 68 81 81 81 68 68 68 66 78 78 78 65 65 6576 76 76 63 63 63 62 73 73 73 61 61 6l 60 11 73 71 60 60 60 57 Array lntenor 94 W 94 94 91 84 91 91 91 91 91 87 83 87 8] 87 87 87 84 78 84 84 84 84 84 81 7582 82 82 82 19 73 ]9 ]9 79 79 79 76 70 76 77 77 77 77 74 68 74 27145 Array Edge 81 81 81 81 78 73 78 78 78 78 78 76 JO 76 76 J6 76 76 73 67 73 73 73 73 73 70 65 71 71 71 71 68 63 68 69 69 69 69 66 61 % 67 67 67 67 64 5945to 02 102 103 103 98 98 98 98 98 100100959595 97 97 92 92 92 9295 95 89 89 89 89 89 92 92 66 B6 86 86 86 90 W 83 83 83 83 83 60 91 91 65 85 85 85 85 89 89 82 8t 82 82 82 86 86 79 79 ]9 79 83 83 77 77 77 77 77 81 83 75 75 75 75 75 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 Ground Exposure Wind IZ%I 130 mph — 150 mph ISO ­1 110 ,,,h __1780 —.Ph S­ L.rd Ct,g,,y Panel An le I F �..' 1 1 2� 21 2. 3� 3, V 1 2� 2, 2n 3� 3, 1 2�� 2, 2� 3� 11 2e 2, 2n 3e it V 1 2e 2, 2n 3e 3, 11 1 2, 2, Zn 3e 3, ­., 1-6., 86 86 80 SO SO 71 71 M 95 7: 76 76 68 68 M K 72 72 72 64 64 86 77 69 69 0 6 62 86 74 66 SO 66 59 59 96 71 64 64 64 55 55 0'.1 Array Edge 86 77 69 69 69 62 62 8673 6 66 6,5 58 58 M 70 63 63 63 54 54 83 67 W 60 60 51 51 80 64 56 56 56 48 48 77 61 53 53 53 45 45 -, fnteriar 84 84 94 73 73 73 68 m so W 69 69 69 6: 76 76 6 66 66 62 72 72 72 63 63 53 59 69 69 69 OG SO SO 55 67 67 67 57 57 57 52 7 t, 20 A y Edge 73 73 73 63 63 63 59 69 69 69 GO 60 W 5 676 6 66 66 56 56 56 51 63 63 63 52 52 52 . 60 0 W 49 49 49 45 57 57 57 46 46 46 42 A—yt-6., 93 93 93 77 77 77 75 N 88 88 74 74 74 72 84 8414 10 70 11 61 W 10 80 17 17 17 11 77 77 77 14 64 14 13 71 74 74 62 6 60Array a 20.27 Edge SO SO SO 67 57 67 65 76 76 76 64 64 64 62 73 73 73 61 1 61 59 69 69 69 57 57 57 55 67 67 67 54 54 54 52 64 64 64 51 :2 1 51 49 87 87 87 87 83 77 83 82 82 92 82 79 73 79 78 78 18 79 75 70 75 75 75 75 75 72 67 72 72 72 72 72 69 64 69 69 69 0 69 67 62 67 27 t, 45Arraylnterior 1,a, Edge 75 75 75 72 67 72 71 71 71 71 69 64 69 68 68 68 68 66 61 66 65 65 65 65 63 S7 63 62 62 62 62 60 54 W 60 SO 60 60 57 51 57 Arraylnterior 100 100 _75 94 94 94 94 94 95 95 89 89 89 89 89 91 91 85 95 85 8S 85 88 88 KI 8_1 81 8181 84_84 7_878— _78 —7i- 18 81 81 75 75 75 75 75 45,. W ,ay Edge 88 88 82 82 82 82 92 84 8478 78 78 78 78 W SO 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 68 71 65 65 65 65 65 AlyinO,,i., &5 79 71 71 71 53 63 86 75 67 67 67 60 60 86 71 64 64 64 56 56 96 68 61 61 61 52 52 U 65 SS 58 58 49 49 79 63 55 55 55 47 47 0.7 Array Edge 86 68 62 62 62 53 53 91 65 58 59 58 49 49 77 62 54 54 54 46 46 74 59 50 50 SO 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38 39 11 74 74 11 11 11 61 71 11 7i 11 61 61 57 67 67 67 58 58 $8 53 64 64 64 54 54 54 49 62 62 62 51 51 51 46 59 59 59 48 48 48 7.20 =, 65 65 65 55 55 55 5061 61 61 51 SI 51 46 58 58 59 47 47 47 43 54 54 54 44 4444 40 51 51 51 42 41 41 38 4848 39 39 SO 35 1 82 92 92 69 69 69 67 78 78 79 6$ I5 65 64 74 74 74 62 62 62 sl 71 71 71 50 60 SO 57 68 69 68 56 56 5456 56 66 66 53 53 53 51 15 �f c 20.27 AfraYEdga 71 71 71 60 20 SO 58 6 68 68 68 55 55 55 53 65 0 65 52 52 52 50 62 62 62 48 49 48 46 59 59 59 45 45 45 44 56 56 56 41 43 43 41 Inter or - 71 77 71 74 - 14 - - 13 73 10 65 70 70 70 - - 67 62 67 67 67 6 59 64 64 64 64 62, 56 62 61 61 61 61 59 53 59 27t.45Array Ai(ay Edge 67 67 67 67 64 60 64 64 64 64 64 61 55 61 61 61 61 61 59 52 58 57 7 :7 7 57 54 49 54 54 54 54 54 51 45 51 51 51 51 51 48 43 U lniertar W 90 84 84 84 84 94 W W 79 79 " 79 79 02 82 76 76 76 76 76 Y9 n 72 72 72 72 72 75 75 65 E5 69 69 69 73 73 67 67 67 67 45.60Array A,Edge 79 79 73 73 73 73 73 75 75 69 69 69 65 59 72 72 66 66 66 66 6L 68 68 63 63 63 63 63 SO W 60 SO ED 60 60 63 73 63 57 57 57 57 57 Arraylnterior 86 74 67 67 67 60 SO 86 71 64 . 64 55 55 . 67 61 61 61 51 51 80 64 57 57 57 0 48 77 62 54 54 54 45 45 74 59 51 52 52 43 43 01.7 Array Edge 81 65 57 57 57 48 48 77 61 53 53 53 45 45 73 59 49 49 49 42 42 70 54 46 46 46 39 39 67 51 . 44 . 37 37 64 48 41 41 41 34 34 A, , I—vo, 10 70 70 61 61 61 56 67 67 67 57 57 57 52 64 64 64 53 53 53 49 61 61 61 SO 50 SO 15 58 58 58 47 47 47 43 54 5454 40 7.20 Array Edge 61 61 61 50 SO 50 46 57 57 57 4645 42 53 53 53 43 43 43 39 SO SO So 40 40 40 37 47 47 47 33 38 38 33 . 44 . 36 55 m a. A—Y i—lo, 78 78 7& 65 65 65 63 74 74 74 62 62 62 W 70 70 70 58 58 58 56 67 67 67 55 55 5 52 64 64 64 51 51 51 49 62 62 62 48 48 48 46 D 2.1o27 Array Edge 67 67 67 55 55 55 53 64 64 51 51 51 49 61 61 61 47 47 47 46 58 58 18 44 44 44 43 54 14 54 42 42 42 40 51 51 51 39 39 39 38 rray Item, 73 73 73 73 70 65 70 69 69 69 69 66 62 66 66 66 N 66 63 58 63 63 63 63 63 61 54 61 60 60 60 60 57 51 57 57 57 57 57 54 4: 14 27.45 Ed" 53 63 63 63 61 55 61 SO 60 SO SO 57 52 57 56 56 56 56 53 47 53 52 52 52 52 SO 44 50 49 49 49 49 47 42 47 46 46 4446 3 44 A111Y 1—ill 85 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 S8 SO 71 72 66 66 SO 66 66 68 68 63 63 63 63 63 45 t. SO A,,y 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 56 56 60 60 53 53 53 53 53 A' 82 8 2 go 90 90 7 71 92 82 76 76 76 69 68 82 80 72 72 64 64 82 777Z 69 69 65 62 62 82 74 66 66 66 59 59 82 71 64 64 6455 55 Ot. 7 ZY=, 82 77 69 0 69 62 62 82 73 66 66 66 59 58 82 70 63 63 63 54 54 82 67 W 0 W 51 51 W 64 % SS 56 48 49 77 61 53 53 53 45 45 A,.y f­rm, 84 U M 73 73 73 68 W 80 W 69 69 69 65 76 71 76 " 66 66 62 72 72 72 Ea 63 63 SO 69 69 69 W 60 W 55 67 67 67 57 57 57 52 7 t. 20 Array Edge 73:: 73 73 63 fil 63 59 69 69 SO 60 60 60 55 66 66 66 56 56 56 51 63 63 63 52 52 52 49 60 6060 49 49 49 45 57 57 57 46 46 46 Q 9 20.27 AZ�y In 91 91 91 77 77 77 75 88 88 88 74 74 74 72 84 84 84 70 70 68 80 80 80 67 67 67 65 77 77 77 64 64 63 74 74 74 62 62 62 60 ay Edge So W 80 67 &T r ,7 65 76 16 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 A=E�Z 97 87 97 97 BE 77 83 8282 82 8275 73 79 79 79 7875 70 75 75 75 75 75 72 67 72 72 77 72 72 E4 6469 69 69 69 69 67 62 67 27W45 75= 75 75 75 72 67 72 71 71 71 71 69 64 69 69 69 68 s 68 66 61 " 65 65 65 0 63 57 63 62 Q 62 62 60 54 60, 60 69 60 60 57 51 57 A,,,, I"IZ, 100100 91 14 14 94 14 91 11 8989 89898911 91 85858585 . 8 . . 8181 81 81 81 8494 78 79 79 78 78 81 81 75 75 75 75 75 45W60 88 88 82 92 82 82 82 84 84 78 78 78 79 79 80 W 74 74 74 74 74 77 77 71 71 71 11 71 74 74 68 6& 68 68 68 71 71 65 65 65 65 65 A-, h— 82 79 71 71 71 63 63 82 75 67 67 67 W SO 92 71 64 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 0.7 Array Edge 82 58 62 62 62 53 53 81 65 58 58 58 49 49 77 62 54 54 46 4658 74 59 50 50 SO 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38 38, Array ­m 74 74 74 65 65 65 61 71 71 71 61 61 61 57 67 67 :1 58 58 53 64 64 54 54 54 49 62 62 62 51 5 51 46 59 59 59 48 48 48 44 7.20 Array Edge 65 65 65 55 55 55 50 61 61 61 5£ 51 51 0 58 58 58 47 47 47 43 54 54 54 44 44 51 51 51 41 41 41 38 4B 48 48 39 39 39 35 —Y I­w 82 82 92 69 69 69 67 78 78 78 65 65 65 64 74 74 74 62 62 62 61 71 71 71 SO 0 0 57 68 68 68 56 56 56 54 66 66 66 53 53 53 51 20 P9 C 20.27 Edge 71 71 71 60 SO 60 58 69 68 68 55 55 55 53 65 65 65 52 52 52 SO 62 6.2 62 48 45 48 46 59 59 59 45 45 45 44 SO 56 56 43 43 43 41 -A—, A-y JrwjO, 77 77 77 77 74 69 74 73 73 73 73 70 65 70 70 70 70 70 67 62 67 67 67 67 67 64 59 64 64 64 64 64 62 56 52 61 61 61 61 59 53 59 27 t, 45 A,,.' 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7:111= 2 8 O8Z 82 82 75 92 82 75 75 77 77 67 67 82 82 82 82 82 91 72 72 82 74 74 72 64 64 82 82 82 81 81 79 70 70 81 7Z 72 70 62 62 82 92 78 82 75 67 79 67 79 69, 69 67 W 60 82 82 75 $2 73 65 75 65 75 67 67 65 57 57 82 91 8Z 70 73 63 73 73 63 63 65 65 55 55 92 79 82 68 71 61 71 61 71 61 63 55 63 53 7w2O A—VistIlE., A-VEdge 85 85 79 79 8S 79 79 75 0 68 79 74 69 64 85 76 95 95 76 76 71 66 76 76 71 66 66 62 85 73 85 73 85 73 73 64 73 64 71 69 64 W 82 71 92 -n 82 71 71 61 71 71 66 61i 61 57 79 68 79 R 79 68 59 61 as 68 64 S9 N 77 66 77 66 77 56 66 57 66 57 66 57 62 52 74 74 64 64 74 64 64 54 64 54 E4 11 54 49 20 Array tMe­ V 87 V 84 94 84 82 87 87 97 81 91 81 79 87 87 87 78 78 79 76 87 9 97 75 75 75 73 '68" 87 87 97 73 73 73 71 85 85 85 71 71 71 GS 82 92 82 69 69 0 67 D t421 Array Edge 97 87 97 73 73 73 71 84 U 84 70 70 70 69 81 81 91 68 68 68 66 78 78 79 65 65 65 64 76 76 76 63 63 63 62 73 73 73 fil 61 61 W 71 71 71 60 W 60 57 27.45 Array W.6., 94 94 al 81 94 91 94 91 84 91 91 78 73 78 91 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E. 68 E " E, 65 66 7� 7d 63 �3 63 62 73 73 73 61 61 61 0 71 71 '1 60 :9 0 w 5, interior 11 17 11 17 11 87 81 87 8 87 97 87 78 U 8 84 84 84 81 75 81 82 82 82 82 79 13 71 79 71 71 1 7: 7 7: 77 77 77 74 69 74 27w45array Array Ed, :,1 :1 :1 1 7. 74� 7. 1 79 79 71 7, 7 71 7� le 16 16 73 67 73 73 73 73 73 65 70 65 70 7 70 71 71 71 7 1 . E3 Es Is 1 E d EI 17 61 El E7 E4 19 E4 ­y �,,, W7 107 102 102 . 102 . .... . .. ..... 102 102 103 103 Is 9Z W N Is IM IN 95 9 97 97 9Z 11 2 1�1 1'2 191 IS n 1 11 . II E2 12 s6 s . . . 50 1 11 I'l 8 83 83 45.. Array Edge 14 94 88 w 88 88 88 91 91 95 85 85 85 85 89 99 :5 :5 2 2 82 86 16 79 7, 7 .3 :1 3 17 77 11 77 17 sl .1 71 7: 7� 71 71 7E 11 7, 7 72 71 71 28 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- Landscape GI.-E d _ po--e S'.> 130 mph 140 mph 150 mph —160 mPh 1701ph 180 mph S­ Load Came., 1-al Mete I Roof Zone > V 1 2, Zr In 3e 3r 1' 1 2e 2, . 3e 3, V 1 2e 2r 2n 3e 3, 11 1 2e 2r 2n 3e 3, 1' 1 2e 2, 2n 3e 3, V 1 2e 2, 20 Ae 3, Army 1-0, 74 74 74 74 74 71 11 74 74 74 74 74 68 68 74 74 72 72 72 64 64 74 74 0 69 69 62 62 74 74 66 66 66 59 59 74 71 64 64 64 55 55 0 to 7 Army Edge 74 74 69 69 69 62 62 74 73 66 66 66 58 58 74 70 63 63 63 54 54 74 67 0 60 60 51 51 74 64 56 56 56 48 48 74 61 53 53 53 45 45 Army 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 60 60 60 55 67 67 67 57 57 57 52 Ito 20 Imy Edge 73 73 73 63 63 63 59 69 69 69 60 W W 55 66 66 66 56 56 56 51 63 63 63 52 52 52 48 ED 60 0 49 49 49 45 57 57 57 46 46 46 42 Arraylnterior 71 71 78 7; 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6; 6 45,. 60 Army Edge 79 79 73 73 73 73 73 75 75 6 6 69 69 69 72 72 66 66 66 66 66 68 68 63 63 63 63 63 66 6 0 W 60 60 W 6 63 S 5 5; 57 Army fatter., 74 74 67 67 67 W 60 74 71 64 64 64 55 55 74 67 61 61 61 51 51 74 64 57 57 57 49 48 74 62 54 54 54 45 45 73 59 51 51 51 _57 43 4'd OW7 Army Edge 74 65 57 57 57 48 49 74 BE 53 53 53 45 45 73 59 49 49 44 Q 42 70 <54 46 46 46 39 39 67 51 44 37 37 64 49 41 41 41 34 34.1 Amy Werto, 70 70 70 61 fil 62 56 67 67F 67 57 57 57 5Z 64 64 64 53 53 53 49 61 61 61 50 50 50 45 58 58 58 47 47 47 43 54 54 54 44 " 4e 40 1 7.20 A,my%e 61r 61 61 50 50 5D 46 57 57 57 46 46 As 42 53 53 53 43 43 39 50 50 50 40 40 40 17 47 41 47 38 38 39 33 3i4 44 44 36 36 36 30 Army Emmrro, I$ X 79 a 15 65 63 74 74 74 67, 62 62 60 70 70 70 58 58 59 56 67 67 67 55 55 55 52 64 64 64 51 51 .51 49 62 62 62 4" 49 48 as D 20.27 Army Edge 67 67 67 55 55 55 53 64 64 6451 51 51 49 61 61 61 47 47 47 46 SS 58 58 44 44 44 45 54 54 54 41 4242 40 51 51 51 39 39 39 38 Army fatale, 73 73, 73 73 70 65 70 69 69 64 69 66 62 66 66 66 66 63 58 63 63 63 63 63 61 54 61 60 W W 60 57 51 57 57 S7 57 S7 54 0 54 27,.45 Army Edge 63 63 63 63 61 5r 61 60 0 al W 57 51 57 56 56 56 56 53 47 53 52 52 52 52 50 44 50 49 49 49 49 47 42 47 as 46 46 46 " 39 44 Army Intel. 85 95 79 79 79 79 79 81 81 75 75 75 75 75 78 79 71 71 71 71 71 74 74 68 68 68 0 68 71 71 66 66 66 66 66 68 68 63 63 63 63 63 45 to 60 Army Edge 75 75 69 69 64 69 69 71 71i 65 65 65 65 65 68 68 62 62 62 62 62 65 65 59 59 59 59 55 62 62 56 56 56 56 56 60 60 sa 53 sa 53 _53 Army 1-6.1 68 68 6: 6: a 6 68 68 68 68 69 68 n 68 6 6' 6 68 68 68 68 68 62 62 68 68 66 66 66 59 59 68 68 64 64 64 55 55 0.7 Array Edge 68 :: 61; 6 6 62 62 68 68 66 66 66 5: 6 6: 5 68 68 :83 63 683 54 54 68 67 60 60 0 51 51 68 64 56 56 56 48 48 69 61 53 53 53 45 45 Array Imen., 70 70 70 70 70 70 68 70 70 70 69 69 69 65 70 70 70 66 ErG 6 62 70 70 70 63 63 63 59 69 69 69 60 69 60 5' 7 67 67 57 57 57 52 Ito 20 Array Edge 70 70 70 63 63 63 59 69 69 69 W ED W 55 66 66 66 56 56 5: 51 63 63 63 52 52 52 tS 60 60 6041 49 49 41 17 57 17 46 46 46 42 Army 1.ted., 73 73 73 73 73 73 73 73 73 73 73 73 72 73 73 3 70 70 70 68 73 73 73 67 67 67 65 73 73 73 64 64 t,t 63 72 7 2 72 6 2 62 62 2 4� B 20 to 27 Array Edge 73 73 73 67 67 67 65 73 7 3 ;33 64 64 64 62 72 72 72 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 Array $maoe, . . . 34 83 77 93 82 82 82 82 79 73 79 78 79 78 78 75 70 75 75 75 75 75 72 67 72 72 72 72 72 0 6469 69 0 69 69 67 62 67 27 to 45 Array Ed, 75 75 75 75 72 67 72 71 71 71 71 69 64 69 68 68 68 6866 fil 66 65 65 65 65 63 57 63 62 62 62 62 0 54 0 GO 6d GO W 57 51 57 Array '00 "0 9,r 94 95 95 89 8 89 99 99 91 91 85 95 9 85 85 88 M 81 81 81 91 81 ee Sa 78 78 78 78 78 91 81 75 75 75 75 75 45 mb0 Army Edge 88 88 :2 82 82 82 82 U U 78 7: Is 18 78 W N 74 74 74 74 74 77 77 71 71 71 71 71 74 74 58 68 68 U 68 71 71 65 65 65 65 65 Army haiar 68 6$ 68 68 6a 63 63 68 68 67 67 67 60 60 68 a " 54 64 56 56 69 68 61 61 61 5257 68 65 58 58 58 4" 49' 68 63 55 55 55 47 47 0.7 Arm Y Edge 68 W 62 62 62 53 53 68 65 58 58 58 49 49 69 12 -14 54 54 46 68 59 50 50 50 43 43 69 55 47 47 47 40 40 67 52 45 45 45 38 39 70 70 10 65 65 65 61 70 70 70 61 61 61 57 67 67 67 58 58 58 53 6' 64 64 5454 54 45 62 62 62 51 51 51 46 55 59 59 48 48 48 4 7 to 20 =, 65 65, 65 55 55 55, so 61 61 51 51 51 46 58 58 58 47 47 47 43 54 54 54 44.4444 * 51 51 51 41 41 41 39 48 48 49 39 39 39 35 A"Y""'a" 73 7a 73. 69 69 69 67 73 73 73 65 65 65 64 72 72 72 62 62 62 61 71 71 71 60 60 60 57 69 68 68 56 56 56 54 66 6 66 53 53 53 51 60 o,f C 20to27 Arm, Edge 71 71 71 60 60 60 58 6868 55 55 55 53 0 65 65 52 52 52 5 62 62 62 48 49 48 59 59 59 As 45 45 44 56 56 56 43 45 43 41 77 '77 77 77 74 69 74 73 73 73 73 70 65 70 70 70 70 70 67 62 67 67 67 67 67 64 59 64 64 154 64 62 56 67 fit 61 61 62 59 53 59 27.45 =, 67 67 67 Ear rA 60 s 64 64 64 64 64 fil 55 61 El 61 61 61 58 52 58 57 57 57 57 54 4" le 54 54 54 54 51 45 51 51 51 51 51 49 48 Amylraeryal W 50 84 84 84 84 86 79 79 19 79 79 82 82 76 7 76 76 76 79 79 72 72 72 72 72 69 75 0 69 69 69 7975 73 67 67 67 _13 67 67 45.60 Army Edge 79 79 73 73 73 73 IS 75 69 69 69 69 69 72 72 66 66 6666 66 ss 68 63 63 61 63 61 66 66 60 60 0 0 0 63 63 57 =S7 57 57 57 All., 1-1 70 70 67 67 67 W W 70 70 64 64 64 55 55 70 67 61 61 61 51 51 70 64 57 57 57 48 48 70 62 54 54 54 45 45 70 59 51 51 51 43 43 0.7 y Ede -ay Edge 70 s 57 57 57 48 U 70 61 53 53 53 45 45 70 59 49 49 49 42 42 69 46 " 39 39 67 51 . . . 37 37 " U 41 41 42 34 A,m, 1—ma, 70 70 70 61 61 61 56 67 67 57 57 57 57 52 1 6 6e "a 53 53 53 48 61 61 61 ED 50 50 45 53 58 58 47 4 t7 e3 54 54 44m 40 71, 10 A,Edge 61 51 61 SO `A 5A 46 57 57 57 46 4646 42 53 53 53 43 43 43 39 50 SO 50 40 40 40 37 47 47 47 38 38 38 33 44 44 44 36 36 36 30 D 20t.2 7 A,my;me-, 75 75 75 " E5 El El 74 4 74 62 6Z 62 ED 70 70 70 58 58 58 5511 17 17 55 55 55 52 64 64 64 51 51 51 49 62 62 62 48 48 48 46 Arm, Edge 17 61 67 11 55 5553 64 64 51 51 51 49 61 61 61 47 47 47 45I ,158 58 . . . 43 54 54 54 42 42 42 Q 51 51 51 39 39 39 38 A,m,eo.,X,' 73 7' 73 " 70 65 70 69 69 69 69 66 62 6,5 66 66 66 66 63 58 63 6 63 61 61 60 60 60 60 57 51 57 57 57 57 57 54 54 27 to 45 Army Edge E 3 s 3 Ea E3 El 55 61 W 57 51 57 56 56 56 56 53 47 53 5623 :3 2 52 52 50 44 50 49 49 49 49 47 42 47 46 46 46 46 44 39 44 A"., 1-0., 85 85 79 79 79 79 79 81 81 75 755 75 75 75 63 11 13 45 to 60 Array Edge 75 75 69 69 69 69 69 71 71 65 6 6 5 65 65 1: 1 56 1: 5 w 53 53 1'3 53 53 29 of 31 Company Feb19, 2021 Designer 06:43 AM Job Number: Checked Sy: Section Information: Material Type = General Shape Type _ = Arbitrary Number of Shapes 1 Basic Properties: 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 Y-Bar (Top) - 0.788 in Y-Bar (Bot) = 0.786 — in Max Thick 1.575 in Equivalent Properties: Area, Ax = 0.373 inA2 Inertia, Ixx 0.151 lnA4 Inertia, lyy = 0.100 inA4 Inertia, Ixy -0.000 inA4 Sx (Top) 0.191 inA3 Sx (Bot) m = 0.191 inA3 Sy (Left) 0.126 inA3 Sy (Right) = 0.126 inA3 rx - 0.635 T in ry = 0.516 in Plastic Zx - 0.222 InA3 Plastic Zy = 0.180 ~ inA3 Torsional J = <No Calc.> As-xx Def = 1.000 As-yy Def - 1.000 Asmxx Stress - 1.000 As-yy Stress = 1.000 Section Diagram C:\RISA\SectionProjectl DEN -!' SYSTEM INFORMATION 313= ENPHASE i .1 r ROOFTECH # ECOFASTEN CLICKFIT •fIL RACKING SYSTEM SIZE lll- i� THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR • + • OTHER STRUCTURES OF + * 7TH EDITION1 CODE,FLORIDA RESIDENTIAL EDITION 2020 FLORIDA FIRE PREVENTION CODE, NEC 2017 AND ALL LOCAL CODES & ROOF SHALL HAVE NO MORE THANTWO LAYERS OF COVERINGs • • THE • +_ EQUIPMENT. •, •• a w +;i• , •lago MA # # WAIJI t,11%iiiii go- • * a 1,0111111 • k k _ a � r a _ _ # # = a • • •* ► r •s SPEED (MPH) TOPOGRAPHIC s SPECIALi REGION• WIND BORNE DEBRIS ! n CATEGORYSEISMIC DESIGN CLIMATE ZONE 2A WIND EXPOSURE CATETORY FSC, RESIDE JAL 2020 TABLE R301.2. . WIND SPEED V a v It 110 115 120 130 140 1501160 170 180 190 200 Vas¢ 85 89 93 101 108 1161124 132 139 147 15 I For SI: 1 mile per hour = 0.447 rags. a. Linear interpolation is permitted. s h t j ! r 365 WATT MODULE *C r ,i 6 .: PLAN KEY PV-1 COVER PAGE PV-1.1 ATTACHMENT DETAIL PV-2 ROOF LAYOUT PV-3 ELECTRICAL PV-3.1 ELECTRICAL CONT. PV-3.2 EQUIPMENT LABELS BILL OF MATERIALS MODULES 22 INVERTERS 22 L-FOOT ATTACHMENT j RT-MINI 32 16" RAILS 9 SKIRTS 10 ENPHASE COMBINER BOX 1 EATON 60A FUSIBLE AC DISCONNECT 1 30A FUSES 30A BACFEED BREAKER 1 momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL EVGIVEEqIVIG CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUITE 307, ORLANOO FL 32BI9 WILLIAMa his 35956 MORSE WILLOW ZEPHYRHILLS, FL 33541 9176270850 SYSTEM f8.03 KW MODULES: HANWHA Q.PEAK DUO f Ir ,22 INVERTERS: ENPHASE • #! t PER MODULE INSTALLATION MANUAL -A-,. SECTION A -A 1.57 1.50 [40-0]— [38.0] 1 1 1.57 A— r--r [40.0] 2.76 [70.1] FRONT VIEW RAIL • 11 MM RT-FTWU is suitable for mounting any rail system %Mttt, a coweatiotal L-Foot. Dual bolt design: M8 or 5/16" for L-Foot & 1/4" for EMC Icc ICC ESR 3575 Easy tapping 1/4" He. Bolt weguide upper chan nel Flat lip for NIS or 5/16' Pv Cable Hex Bolt dips boftm Channel Engineered to ASTM D 1761 (s�andwdT��mea�odsf�me&�owFastwwsk,.V4�.dI, Components Dimensions in (mm) RT2-00-NNISKVi PAT, PENDING. 2 (50) Adak MINI baw: 20 eal screw 40 ea. Rafter installation ExbaRT-B:utyl:lG C"- P.E. Stwnpad Leftem ava#" at w .roO-Iadb.ushiuppod momentu M SOLAR PRO CUSTOM SOLAIII R LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL --ENGINEERING GEN fojil 0 STATE OF 'P4, 0 R1 a &'ONAI- CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVCS7036 MOMENTUM SOLAR 5728 MAJOR BLVD. SULTE 307, ORLANDO FL 32819 �801_3 I[#] L 14.•6 *0 1491:1 1 WILLIAM YUAN - MS110063 35956 MORSE WILLOW CT ZEPHYRHILLS, FL 33541 9176270850 �TXTPIP; !SYSTEM SIZE (DC ): 8.03 KW 22 MODULES: HANWHA Q.PEAK DUO BLK-G10+ 36S 22 INVERTERS: ENPHASE IQ7-60-2-US II A17ACHMENT DETAIL M a T2 T077MMM =I (ROOF AREA Rl 1 22 NOTE: 1. ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE, 2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS. magimalm �ANDSCAPE MAX PORTRAIT MAX CANTILEVER CANTILEVER momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET METUCHEN, NJ 08840 (732)'902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING Z I I'Ll I r 4#IJILIWAVIIJI LIPWX#Jil ,IMIE TOTAL SQUARE FOOTAGE OF ROOF: 3157.10009765625 SQFT SQUARE FOOTAGE OF SOLAR ARRAY:424.48 SQFT CAMER N CHPISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 71ERCENTAGE OF SOLAR ROOF COVERAGE: 13.45% 18" RIDGE SETBACK SHALL BE REQUIRED MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL 32819 I SYMBOLLEGEND ■ WILLIAM III YUAN - MS11 63 1 35956 MORSE WILLOW CT ZEPHYRHILLS, FL 33541 mr—womw Elms 9176270950 ����� III, SYSTEM SIZE D (C): 8.03 KW 22 MODULES: HANWHA Q.PEAK DUO BLK-GlO+ 365 �22 INVERTERS: ENPHASE lQ7-60-2-US WON YVI EN� S MIN TXX GROUND AO �POINT - ------ ROOF LAYOUT Welylffi s� DUILIEMAKE Q. PEAK DUO I L BLK-G10+ 365 OPEN CIRCUIT VOLTAGE MPP VOLTAGE SHORT CIRCUIT CURRENT MPP CURRENT NUMBER OF MODULES UL1703 COMPLIANT III INVERTER RATINGS VOLTAGE DROP CALCULATIONS INVERTER MAKE ENPHASE FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE MODEL IQ7-60-2-US WIRE RUN V.P IP 1_ R L - - (FT} _j -v---- -- F - % V. t WIRE SIZE momentum BRANCH TO 3-BOX 240.00 11 1 1.98 1 72.42 1 3.154 1 1.31% 1 12 AWG SOLAR III I� OPEN DC VOLTAGE 3-BOX TO LOAD CENTER NOMINAL AC VOLTAGE LOAD CENTER TO AC DISCONNECT MAX AC CURRENT AC DISCONNECIIIp III T TO INTERCONNECTION I CEC INVERTER EFFICIENCY NUMBER OF INVERTERS 111,1703 COMPLIANT PV B_R'.r� SUB PANEL # OF MODULES PER BRANCH 1 THIS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 BREAKER SIZE I ' � = = � M� FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL COD'A 22 ENPHASE IQ7-60-2-US MICRO -INVERTERS PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 22 1.24 50.00 2.728 325 HIGH STREET, METUCHEN, NJ 08840 1.14% 10 AWG (732) 902-6224 MOMENTUMSOLAR.COM 0.09% 10 AWG PROFESSIONAL 27.5 1.24 3.00 0.205 ENGINEERING 27.5 1 1.24 1 10.00 1 0.682 1 0.28% 1 10 AWG I NEC 705,12(B)(2)(3)(b) 120% RULE (1,25 x INVERTER OUTPUT) + MAIN OCPD:5, BUS RATING x 1,20 FSEC CERTIFICATION STATEMENT: PER FL. STATUE 377.705 , I, MINA A. MAKAR 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 CONTAIN IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. FBC 2020 UTILITY METER GRID ENPHASE80A + + AC COMBINER SOLAR CIRCUIT BOX DISCONNECTING MEANS EATON 60A FUSIBLE AC DISCONNECT 150A 8 OA 30A j— ROOF I OA/1 5A BREAKER POWER JUNCTION (MANUFACTURER 30A FUSES _'rGROUND BOX SUPPLIED FOR TERMINATION CAP I 2A-B ENVOY) 3 3 EXISTING 200A —INSTALLED ON 20A BREAKER (A) METER MAIN END OF CABLE 20A BREAKER (B) 150A BREAKER 4A J# I Lyj CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUM 307, ORLANDO FL, 32819 ffill , ##* Ljw. 4101:4.1 'ALK-G10+ 365 I Wire Tag Conduit Wire Qty Wire Gauge Wire Ty mp. Rating Wire Ampacity (A) Temp. Derate Conduit Fill Derate Derated Ampacity (A) 7— verter QtY NOC (A) NEC correction Design Current (A) Ground Size Ground Wire Type 1 OPEN AIR 2 12 AWG Trunk Cable 90°C 30 0.96 1 2830 11 1 1.25 13.75 12 AWG Trunk Cable PRCr INMftKATIOM 2A 3/4" PVC 4 10 AWG THWN-2 75°C 35 35 0.96 — 0.96 0.8 26.88 26.88 11 11 1 1 1.25 1.25 1335 — 13.75 08 AWG THWN-2 INITIAL DATE: gat? 22 REV: DATE: R": DATE: MIGMER: SN DESIGNER: 2B 10 AWG THWN-2 75'C ER: 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 0% It IV 0% 1 I NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. ELEC,7KCAll. NOTES: 1. ALL CALCULATIONS FOR # AND ISC HAVE BEEN BASEDCALCULATED USING THE MANUFACTURED STRING CALCULATOR ON ANDEXTREME MINIMUM TEMPERATU COEFFICIENTS. I 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THWN-2 COPPER 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT 75'C 7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM EQUIPMENT DATASHEET 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B) 11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE TERMINALS OF DISCONNECTING A MAY BE ENERGIZED IN THE OPEN POSITION> SIGN SHALL READ *WARNING - ELECTRIC SHOCK HAZARD ## NOT TOUCHTERMINALS OR EQUIVALENT. 12. PER NEC 705,10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT SERVICE ENTRANCE. 13. INTERCONNECTION ## SHALL COMPLYi 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST BE COPPER. 6 NEUTRAL AND EQUIPMENT _# #ING CONDUCTOR BO# # AS PER 17. EQUIPMENT GROUNDING CONDUCTOR CONNECTED TO A GROUNDING ELECTRODE 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS 'MAKE,# # INTERCONNECTIONa BE SEEN ON TABLE I BELOW. i METHOD# . # CAN BE SEEN IN FIGURE 1. 21. UTILITY HAS ♦ UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC i i • i f' i 1 I* CONDUCTORS EXPOSED TO WET LOCATIONSA' *BFOR USE IN WET LOCATIONS PER NEC ARTICLE 310.10 (C). SECTION 05. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS OF DOES NOTD ' OF 'O SECTIONAL AREA OF THE SPACE. ; f I" CONDUCTORS IN CONDUITARE AC CONDUCTORSR AND NOT ' SOURCE ♦ i 9 ALL GROUNDING 1 COMPLY♦i 1 THAT THE AC MODULESCOMPLY WITW 250.64. CO.# TERMINALS SHALL BE ENERGIZEDI OPEN POSITION IN THIS AC MODULE SYSTEM 690.13,690.15,690.6. # _ _ ♦,# a� a A e> Y i # VOITIGE -I I IIII I � I 11111 I�� CONDUCTOR ♦ Y V RANG Y RANGE *N ADJUSTFIGURE 1: 1. i #` NUT TO SUITABLE# #` 2. PUT THE BRANCH WIRE # THE ,. SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE TWO LAYS OF INSULATED LAY IN THE MAIN CABLE, SHOULD STRIP 1 CERTAIN LENGTH OF ' f LAY FROM INSERTED END s TURN THE NUT BY HAND, AND FIX THE CONNECTOR isLE LOCATION. SPANNER.5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT CONTINUALLY UNTIL THE #" PART IS CRACKED AND DROPPED DOWN SOLAR(101 momentum PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 0 902-6224 MOMENTUMSOLAR,COM I I PROFESSIONAL ENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAM BLVD. SUITE 307, ORLANOO FL. 32819 m BLK-GlO+ L ENPHASE *41104101111111 'Coils is our proprietary application -specific integrated circuit (ASIC) which enables the i-nicr#iweart6l, t##;t6r&t6 in Srj4-ti64 r#,r#,ff--,&r4 rei*,96&Oranc64, 55nm technology with high speed digital logic and has super -fast response times t# c�kzptkg l#?4svj4,Sri4 evejits, -,Ilgvi,?.t!Ag citristrp.ijAs #x W?tter"lzi*1S f1tis #xke energy systems. Part of the Enphase Energy System, 108 Series IQ8 Series Microinverters redefine reliability Microinverters integrate with the Enphase 10 Battery, standards with more than one million cumulative Enphase 10 Gateway, and the Enphase App monitoring hours of power -on testing, enabling an Industry - and analysis software. leading limited warranty of up to 25 years. Connect PV modules quickly and easily to IQ8 Series IQ8 Series Microinverters are UL Listed as Microinverters using the included Q-DCC-2 adapter PV Rapid Shut Down Equipment and conform with cable with plug-n-play MC4 connectors, various regulations, when installed according to manufacturer's instructions. 0 2022 Enphase Energy. All rights reserved. Enphase, the Enphase logo, 108 Microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. IsI7Y ��# �* �8 M Easy to Install U&Mwel-gXt P-Al",*m�k7ct witk plug-n-play connectors Power Line Communication (PLC) between components Faster installation with simple two -wire cabling In7pUrAr"MMITIM Produce power even when the grid is down* M*ro than +w6 civmwlative hours of testing Class 11 double -insulated enclosure powered PV modules Microgrild-forming - Complies with the latest advanced grid support" requirements Only when installed with 10 System Controller 2, meets UL 1741.108H-208V operates only In grid -tied mode. 108 Series Microinverters supports split phase, 240V. IQ8H-208 supports split phase, 208V only. is11111111111_ • Commonly used module pairings' w 235 - 350 235 - 440 260 - 460 295 - 500 320 - 540+ 295 - 500+ Module compatibility 60-cell/120 half -call 60-cell/120 half -cell, 66-cell/132 hall -cell and 72-cell half -cell MPPT voltage range v 27 - 37 29 - 45 33 - 45 36 - 45 38 - 45 38 - 45 Operating range V 25 - 48 25 - 58 Min/max start voltage v 30 / 48 30 / 58 Max input DC voltage v 50 60 Max DC current' [module Isc] A 15 Overvoltage class DC port If DC port backfeed current mA 0 PV array configuration 1x1 Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit MAN Peak output power VA 245 300 330 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal III voltage/range° V 240 / 211- 264 208 / 183 - 250 Max continuous output current A 1.0 1.21 1.35 1.45 T58 1.73 Nominal frequency Hz 60 Extended frequency range Hz 50 -- 68 AC short circuit fault current over 2 4.4 3 cycles Arms Max units per 20 A Ill branch circuit$ 16 13 11 11 10 9 Total harmonic distortion c5% Overvoltaga class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid -tied power factor (adjustable) 0.85 leading - 0.85lagging Peak efficiency % 97.5 97.6 97.6 97.6 97.6 97.4 CEC weighted efficiency % 97 97 97 97.5 97 97 Night-time power consumption mw 60 Ambient temperature range -400C to +60°C (-40°F to +140°F) Relative humidity range 4% to 100% (condensing) DC Connector type MC4 Dimensions (I1xWxD) 212 mm ill x 175 mm Ill x 30.2 mm (1.2") Weight 1.08 kg (2.38 Ibs) Cooling Natural convection - no fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class 11 double -insulated, corrosion resistant polymeric enclosure Environ. category t UV exposure rating P NEMA Type 6 / outdoor CA Rule 21(UL 1741-SA), Ui_ 62109-1, UL1741/IEEEi547, FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22,2 No.107.1-01 Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according to manufacturer's instructions. (1) The IQ8H-208 variant will be operating in grid -tied mode only at 208V AC. (2) No enforced ll ratio. See the compatibility calculator at https://Iink.enphase.com/module-compatibility (3) Maximum continuous input DC current is 10.6A (4) Nominal voltage range can be extended beyond nominal if required by the utility. (5) Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. I08SE-DS-0001-01-EN-US-2022-03-17 SYSTEM INFORMATION HANWHA Q.PEAK DUO BLK-G10+ 365 INVERTER EN PHASE IQ8PLUS-72-2-US RACKING ROOFTECH RT-MINI 11 W/ ECOFASTEN CLICKFIT RAIL RACKING SYSTEM SYSTE M SIZ E( DC) LOCATION 28.2616083,-82.2219976 ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE SOLAR EQUIPMENT. PT, M 6 Rol Icall IWILIK=11LC22:9 "11 W-11 9 Ion 104*12 a*#• -1* -11111 W-11who-646NN, NO- 410 M10111001416161=1111 all 0111"I'le" I A U6-agm-a 10 4;0 (if -"% nlml R301.2(l) IIIIIS� ��� TOPOGRAPHIC EFFECTS SPECIAL WIND REGION WIND BORNE DEBRIS ZONEli — SEISMIC DESIGN CATEGORY CLIMATE ZONEAll WIND EXPOSURE CATETORY FBC, RESIDENTIAL 2020 TABLE R301.2.1.3 WIND SPEED CONVERSIONSa V,,It 110 115 120 130 140 1 r,:,'0 160 170 180 190 200 Vasa 85 89 93 101 1:515 1 1108--11,6 124 132 139 147 For SI: 1 mile per hour = 0.447 m/s. a. Linear interpola,"ion is permitted. 0 PLAN 01 KEY ( momentum PV-1 COVER PAGE SOLAR PV-1.1 ATTACHMENT DETAIL PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08940 (732) 902-6224 PV-3 ELECTRICAL MOMENTUMSOLAR.COM PV-3.1 ELECTRICAL CONT. ENGINEERIF41G PV-3.2 EQUIPMENT LABELS BILL OF MATERIALS INVERTERS CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM So LAR L-FOOT ATTACHMENT W/ 5728 MAIOR BLVD. SUITE 307, ORLANDO FL. 32819 RT-MINI WILLIAM YUAN - MS110063 ZM I LL Z-3'5ZnEP=HILLS1 L ��3541 9176270850 ENPHASE COMBINER BOX SYSTEM SIZE (DC): 8.03 KW N U- C 22 MODULES: HANWHA Q.PEAK DUO DISCONNECT ENPHASE 8PLUS-72-2-US -, ON % ?A A DATE: IDESIGNER: COVER PAGA m arma PER MODULE INSTALLATION MANUAL i I SECTION A -A 1-57 1 1 1.50 t40.0j [38.0] 1 1,57 [40-0] 2.76 [70,1] is FRONT VIEW RAIL DETAIL D FRONT VIEW SIDE VIEW SCALE 1 :6 L-FOOT L-FOOT THIRD ANGLE PROJECTION I xrax I 1�13 ED WERPRV XM AND TOLERANCE 00 NOT SCALE DRAWING PER AS� Y' 4.51",; 20W — DMEWIONSTOLERA.CS-M CLICKFIT COMP SHINGLE �xx D20 I x '75 I xxx:'/- 03o .xx. is XX-XX X XdI ANGLES I° 1 —11 el 1-1 1 1-112 RT-MINI is suitable for mounting any rail system with a conventional L-Foot. Dual bolt design: M8 or 5/16" for L-Foot & 1/4" for EMC [061111 z • • • Components RT2-00 MINIBK PAT: IIEI� MIN) berse: 20 ea Screw: 40 ea Extra RT-Buhtl: 10 ea. optional ARM 5.60mmmovrding—om-SDS,60) t W —A. g RT-ButyltRT2-na-&MLT) 10 ea.reax RT .B.tyl i5 Roof Tech's fiex-bo, fiashmq used m 700,000 r—denbl PV syst—., hw the Iasf 24 pears. ft ;s the f rot PV tnountmg system ,W, HeAbde F!,,sh—j o' 'e'ffed by tm icc r Metal Flashing Retrofit Flexible Flashing Shedding water? 10W6 Waterproof CC ESR-3575 ASTkU 140 testing UV testing (75W hm EL—F law Dimensions in (mm) --T o 3112 (90) 2150) Rafter installation Deck installation t P.E. Stamped Letters available at —.rwFtech.../..ppon momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL EVISIMEERING STATE OF 0 CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR I 5728 MAJOR BLVD, SUITE 307, ORLANDO FL. 32819 1 WILLIAM YUAN - MS110063 IL =M�- ZEP W L I� 3,54 HILLS, 3541 9176270850 SYSTEM SIZE (DC): 8.03 KW 22 MODULES: HANWHA Q.PEAK DUO BLK-G10+ 36S �22 INVERTERS: ENPHASE Q8PLUS-72-2-US INITIAL DATE: 10/31/2022 DESIGNER: SIN REV: DATE: DESIGNER: REV: DATE: DESIGNER: SCALE: 3/32" = V-0" ROOF PANEL COUNT TILT AZIMUTH SHADING LANDSCAPE MAX SPAN PORTRAIT MAX SPAN LANDSCAPE MAX PORTRAIT MAX (ROOF AREA 1/2/3) (ROOF AREA 1/2/3) CANTILEVER CANTILEVER Rl 22 22* 115* 98% 48/32/32 48/32/32 16 /10 /10 16/10/10 MORSE WILLOW CT FRONT OF RESIDENCE I N 0 3'-0- RAFTER SPACING 24" O.C. (TYP) Fl 10 0 9 1 TMA &I FAT-M-Tal N I nm /Al" lU 3'- 0 F ,RI 0 0 (D 2 NOTE: 1. ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE. 2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS. MSP Ac DISC C8 ELECTRICAL EQUIPMENT GROUND ACCESS 7'-91," (TYR) 2 TOTAL SQUARE FOOTAGE OF ROOF: 3157.10009765625 SOFT SQUARE FOOTAGE OF SOLAR ARRAY:424.48 SOFT 0 momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING sTA-"E OF P40RID c� //IONA%. 111111100 PERCENTAGE OF SOLAR ROOF COVERAGE: 13.45% CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 YY 18" RIDGE SETBACK SHALL BE REQUIRED MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL 32819 SYMBOL LEGEND WILLIAM YUAN - MS110063 M �11-1- =11-1-S.F =t 'MAIN SERVICE PANEL ZEP 3541 =54f 9176270850 I;ILI S-PANEL SYSTEM SIZE (): 8.03 KWI II DCULES: 22 MODHANWHA Q.PIS AK D71 �=+�I-� B LK-G10+ 365 22 INVERTERS: ENPHASE NoWIQ8PLUS-72-2-US AC AC DISCONNECT DISC 0 PIPE VENT FAN [UDC UTILITY DISCONNECT LC LOAD CENTER SATELLITE DISH PROTECT INFORMATION INITIAL FIRE SETBACKS DATE: 10/31/2022 DESIGNER:SN [N:31]1 NEMA 3R BOX W/ ENVOY-S REV: DATE: DESIGNER: CB COMBINER BOX MIN 3'xTGROUND ACCESS REV: POINT DESIGNER: ROOF LAYOUT MODULE L PITCH DIRECTION WIND SURE ZONE LINES. REFER Tfl ADDITIONAL INFO PV-2 PV MODULE RATINGS INVERTER RATINGS VOLTAGE DROP CALCULATIONS �.., H 2{A E C -..,. ; Q.PEAK DUO IQ8PLUS-72-2- WIRE RUN V�,P -P R L (FT) Vo % VO WIRE SIZE ", momentum MODEL BLK-G10+ 365 MODEL us SOLAR MAXPOWER 365W MAXOUTPUT POWER 29OW BRANCH TO 3-SOX 240.00 13.31 1,98 7142 3.817 1.59% 12 AWG O CUSTOM SOLAR LLC D.B,A, MOMENTUM SOLAR OPEN CIRCUIT VOLTAGE 41.21V OPEN DC VOLTAGE 60V 3-BOX TO LOAD 240.00 26,62 1.24 5fl.00 3.301 1,38% 10 AWG 325 HIGH STREET, M HEN, N3 08840 CENTER (732) 902-6224 MOMENTUMSOLAR.COM MPP VOLTAGE 34.58V NOMINAL AC VOLTAGE 240V LOAD CENTER TO AC SHORT CIRCUIT CURRENT 11.07A DISCONNECT 240.0fl 33.275 0.778 3. 0.155 0.06% 0$ AWG PROFESSIONAL MAX AC CURRENT 1.21AENGINEERING MPP CURRENT 10.56A AC DISCONNECT TO CEC INVERTER EFFICIENCY 97% 240.00 33.275 0.778 10.00 0.518 0.22% 0 AWG NUMBER OF MODULES 22 INTERCONNECTION NUMBER OF INVERTERS 22 UL1703 COMPLIANT YES fill COMPLIANT YES PV $ NEC 'O1i 12(%�)i2)i2J+;L) ?20l RULE/ # OF MODULES THIS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 t SUB PANEL PER BRANCH- (1.1 x INVERTER OUTPUT) VAIN 0� PD 5 BUS RATING x 1,2 ;t1 I JI p IBREAKER SIZE FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL CODE UP TO 16 20A (1.25 x 26,62) + 15 <; 200 x 1.20 FSEC CERTIFICATION STATEMENT' GEN 22 HANWHA Q.PEAK DUO BLK-Glfl+ 365 365W MODULES PAIRED WITH PER FL. STATUE 377.705 , I, MINA A. MAKAR PE# 86753, ' a CERTIFICATE OF AUTHORIZATION 33404, AN ENGINEER 22 ENPHASE IQ8PLU5-72-2-U5 MICRO -INVERTERS LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV f ;t ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED } IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING 1 '°. B A°iE OF CODE. FBC 2020 '°°.P.ORt1D BRANCH CIRCUIT A EXISTING SQUARE D i BRANCH CIRCUIT B UTILITY225A SUB PANEL 240 V �MICRO-INVERTERS��� \11 MICRO -INVERTERS METER MM GRID loll I IMMI I1r ENP'HASE 80A + AC COMBINER SOLAR CIRCUIT 1 BOX DISCONNECTING MEANS • • EATON 6A FUSIBLE AC DISCONNECT Y^ /�SOLAR C©NTRACTOR I SOA CAMERON CHRISTENSEN �� •._ 8 �' ..�. C�LTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 35A .._ MOMENTUM SOLAR 3A '*. 5728 MAJOR BLVD. SUITE 307, ORLANDO FL 32819 --CUSTOMER INFORMATION ROOF 10A/15A BREAKER POWER WILLIAM YUAN - MS110063 JUNCTION (MANUFACTURER M ILL SUPPLIED FOR 35A FUSES =GROUND 1 BOX 2A-B 3 3 EXISTING 2 A - ZEP HILLS, 354CT 1 TERMINATION CAP ENVOY) 9176270850 INSTALLED ON 20A BREAKER (A) METER MAIN V Y END OF CABLE 20A BREAKER (B) 150A BREAKER SYSTEM SIZE (DC): 8.03 KW 22 MODULES: HANWHA Q.PEAK DUO LK-G10+ 365 (/ INVERTERS: ENPHASE AWire 8PLUS-72-2-US k Wire Temp. Wire Temp. Conduit Derated Inverter NEC Design Ground 7Ground t°re Tag Con uit Wire Qty Wire Type NOC (A)Gangs Rating Am acity (A) Derate Fill Derate Arnpacity (A) QtY Correction Current (A) Size1 OPEN AIR 2 12 AWG Trunk Cable 90°C 30 0°96 1 28.80 11. 1,21 1.25 16.64 12 AWG PR03ECTINFORMATION 2A 10 AWG THWN-2 75'C 35 0.96 26.88 11 1.21 1,25 16-64 IAL DATE: 10/31/2022 DESIGNER: SN 3J4" PVC 4 0.8 08 AWG THWN-2 RED : DATE: DESIGNER: 2B 10 AWG _.... THWN-2 75°C 35 0.96 26.88 11 1.21 1.25 16.64 R : DATE: DESIGNER: 3 3/4" PVC 3 + G 08 AWG THWN-2� 75'C 50 0.96 1 48.00 22 �1.21 1.25 33.28 08 AWG THiWN_2 ,THREE DIAGRAM =40TE:ER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. f YI ARRAY2. THE ENTIRE BONDED ACCORDING TO •t PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THWN-2 COPPER r - t 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT 75°C 7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM EQUIPMENT DATASHEET 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B) 11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE TERMINALS OF DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION><LREAD*WARNING SHOCKELECTRIC 1-f DO NOT• OR EQUIVALENT. 12, - NEC 705.10, PROVIDE 1NENT PLAQUE OR DIRECTORY SHOWINGPOWER SOURCES SERVICE ENTRANCE. 13. INTERCONNECTION METHOD SHALL COMPLYt 14. s OPTION FOR 1, SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO ACCEPTABLE.SUB-CIRCUIT BRANCHES IS 15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL r♦ EQUIPMENT GROUNDING• ! •` BONDED AS PER NEC t EQUIPMENT17. -! !ING CONDUCTOR ICONNECTED • GROUNDING ELE`r• t 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA .n. SIDE CONNECTION SHALL BE MADE USING !LSCO INSULATION PIERCING CONNECTORS ri OF INTERCONNECTION CAN BE ON _:BELOW. t rr OF • s 21. UTILITY HAS 24-HR UNRESTRICTED1 TO ALL • # SYSTEM COMPONENTS r AT THE SERVICE ENTRANCE. O,r'2. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL - MAINTAINED •-Dk i 23. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6 ARTICLE 310.8 ! 24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS ARTICLE 310.10 SECTION25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS OF ' DOES NOTE % OF .! SECTIONAL . k OF CONDUIT,26. SYSTEM IS CONSIDERED AN AC MODULE SYSTEM. NO DC CONDUCTORS ARE PRESENT IN •MBINER, JUNCTION BOX, DISCONNECT.AND COMPLIES WITH :•t • NO i DISCONNECT AND ASSOCIATED DC LABELING ARE REQUIRED. 27. SYSTEM COMPLIES WITH 690.12 RAPID SHUTDOWN AND ASSOCIATED LABELING AS PER 690.56(C). AC VOLTAGE AND SYSTEM OPERATING CURRENT SHALL BE PROVIDED 690.52. 28. CONDUCTORS IN • ! s ••S BRANCH CIRCUITS AND NOT SOURCE.•t WITH 29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY t NO TERMINALS SHALLOPEN POSITION •r 31. WHERE APPLICABLE: INTERCONNECTION • l OR t f` 1 • t �- t •MR-0614tRh'! Ziarr- 1��j 3>!#IF Y liVOLTAGE •! l' ! !- •• ! • •• RAT 1 . ADJUST THE CONNECTOR TO SUITABLE LOCATION 2. PUT THE BRANCH WIRE • THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE r LAYS OF INSULATED1 CABLE,MAIN • i STRIP A CERTAIN LENGTH OF I INSULATED LAY FROM INSERTED END 4. TURN THE NUT BY HAND, AND FIX THE CONNECTOR LOCATION. 5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT CONTINUALLY UNTIL THE •' PART IS CRACKED 1 • DROPPED DOWN wtul a - wa PRO CUSTOM SOLAR LIC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ I,.•F tU M.O�.O4 ` fit.: n i�l ill r �u i i� N PROFESSIONAL ENGINEERING 1 II Ao, TA 4TE O ° k 1.e,�� //IIIIII1�0rN INITIAL DATE: 10/31/2022 DESIGNER: SN REV: DATE: DESIGNER: REV: DATE: DESIGNER: AM"11113101M