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Home My WebLink About22-4724City f Zephyrhills 5335 Eighth Street�,`�>�. 4�yt}t Zephyrhills, FL 33542 ELCMISC-004724-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09l02l2022 �`��f�2 it k L .. t•i � �i, �.;j} `i°ci{4S J �u, L� �$�. �atist *€ `. �� k� � {'� ::� i "$' � k��}3 ,� ;i5`i, R e�: � i}G``,..';'t �?. t', {l .�.. 12 26 21 0260 02000 1150 5744 Dogwood Street t,� Willy { Name: MOLLY BREWER Permit Type: Electric Service Replacement/M Contractor: MOMENTUM Class of Work: Add/Alter Residential SOLAR -ELECTRICIAN Address: 5744 Dogwood St Building Valuation: $0.00 ZEPHYRHILLS, FL 33542 Electrical Valuation: $70,000.00 Phone: (321) 247-6073 Mechanical Valuation: g Plumbing Valuation: t Total Valuation: $70,000.00 Total Fees: $390.00 ! Amount Paid: $390.00 Date Paid: 9!2l2022 11:35:59AM \ \ \ .}, i .:' .\ .. \ 2 . . : t . s. . \... £.\. I�..L.,G1�1„\�<.z�t.1,.1„�pz}\�.\<.tl'o INSTALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP W BATTERIES s .• tt' 2 \ t� \.\\ `1S S 5... +�'; \,. �..' i\. S} Ri }\ \.t,{t\ \\:'�\ i \\\: `, :. ., .t\\ \ 1 .t: y:..,;�.<��?.vvA, Electrical Permit Fee $390.00 EINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553,80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. •. .. • • is • • +. *. 11177111T-TITU Complete .. Plans, Specifications i f:fee MustAccompany Application. All work shall be performed accordance •• and Ordinances.NO OCCUPANCY BEFOREC.O. NO OCCUPANCY BEFOREC.O. CON CTOR SIGNATURE � � M N11. 0 M R � � � ITHOUT APPROVED INSPECTION r r. i y • � • • y • 61� 813-780-0020 City of Zephyrhills 'Permit Application Fax-813480-0021 Building Department f Date Received I Phone Contact for Permitting ( 321 247 — 6073 41191119� 10444T91aw www Owner's Name MOLLY BREWER Owner Phone Number (321) 247-6073 Owner's Address 1 5744 Dogwood St ZEPHYRHILLS, FL 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number 5744 Dogwood St ZEPHYRHILLS, FL 33542 12-26-21-0260-02000-1150 STALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP WITH BATTERIES =BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION 70,000 .ELECTRICAL $ 70,000 I AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY Momentum Solar SIGNATURE Cameron Christensen REGISTERED Y/N �L�IEE CuR.r.�� Z_LN_j Address 6210 yoffner Ave Ste 100 Orlando FL 32822 License # ELECTRICIAN hew Franz COMPANY Momentum Solar SIGNATURE REGISTERED Address Fb1 0 Hoffner Ave Ste 100 Orlando FL 32822 1 License # PLUMBER COMPANY SIGNATURE REGISTERED Address License #F— MECHANICAL COMPANY SIGNATURE REGISTERED LY (N FEIE_&_U_RREN --I =1N Address License# OTHER COMPANY SIGNATURE REGISTERED N Address License # tiRIItIII I a I I I I a ttillial!it ill 111111211111112 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence Installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for now construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ SIR Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2600, a Notice of Commencement Is required. (A/C upgrades over $7500) - Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement, - Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "W unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 12X41ONJIlk"110901 0 OWNER OR AGENT F If IA-,,Vl( Y I ) '7,--- CONTRACTOR Subscribed and swor"i to*(orAffTrm;dr11Iefo4rr<e this Subscribed and sworn to (or affirmed) before me this ------- .... me or has/have produced Who islare personally kpwn to me or has/have produced as identification. I A ^ I4 as identification, Public HH214785 Ncitary Public State of Florldt Elizabeth Eirannack 4."M My Commission MR&I HH 214765 EXp, 1/24=26 HH214785 ne of rNotary or A Elizabeth Brannack My Commission =411414= HH 214785 Exp, 1124/2026 Public INSTR#2022195345OR BK1 0684 PG 2172 Page 1 of i 09/02/2022 10:1 DAM Rcpt: 2499456 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit Number: Folio/Parcel ID #: 12-26-21-0260-02000-1150 Prepared by: ' MOMENTUM SOLAR I KYLA KEEN 8210 Hoffner Ave. Ste 100 Orlando FL 32822 Retum to: MOMENTUM SOLAR —JMJDJJQff0ff_Aya. Ste 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 property (legal description of the property, and street address if available) COLONY HEIGHTS UNREC PLAT POR LOTS115&116 DESC AS COM AT NWCOR OF SEC THS89DE036'15"E 1180.00 FT TO ELY RNV 2. General description of Improvement 1QFtJUUW0QIJ5T-TTf�5UUIt1 IUMT� .09FTTOWLYR/ INSTALLATION!QF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP W OF 23RD 3. Owner Information or Lessee Information If the Lessee contracted for the Improvement Name MOLLY BREWER Address5744 DQGWOQQ 51 ZERHYRHILLS, FL 33542 Interest In PropertyQ)o S Name and address of fee simple titleholder Cif different from bw er �Iisted above) Name NIA Address 4. Contractor Name MOMENTUM SOLAR Telephone Number 321-247-6073 Addresses 0 hloffner Ave Ste. 100Orlando FL32822 5. Surety (if applicable, a copy of the payment bond Is attached) Name N/A Telephone Number Address Amount of Bond 6, Lander Name N/A —Telephone Number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name N/A Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided In §713.13(1)(b), Florida Statutes. Name NIA Telephone Number Address 9. Expiration date of notice of commencement (the expiration date will be 1 year from the date of recording unless a different date is specified) 2/30/2023 WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.113, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR a1OVEMENTS TO YOUR PROPERTY. A M0710E OF COMMENCEMENT MUST BE SI RECORDS PTSTED ON THE Jq , SI F BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT r W R No ROR AN ATTO]i FORE COMMENOING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 701"I"MI OWNER Offioer/Directer/Partner/Wnager Signatory's Tftle/Offlce The foregoing instrument was acknowledged before me by means of [A physical presence or online notarization, this L_ day ofSEE14ZO22 by MOLLY BREWER month/year name of person as for pe of ftattorney y: er, o er, trustee, attoey in fact Name of party on beharofwhom instrument was executed ELIZABETH BRANNACK Sig ature of Public — State of Florida PrInt, type, or stampcm �mlssGed name of Notary Public Personally Known OR Produced ID X Type of ID Produced DRIVERS LICENSE Foffn oorftnt revised: 01/01/20 Notary Public State of Florida EA110086th Brannack WmPriallon 214786 EXP, 1/24/2026 Aa CL W E 0 0 CA, E r- a) -*0 0 r r 00 0 Ld —W CP m. 0 U) g, E act css 4W al M>1 0 Daniel W. Dunzl*k Architect LEEK -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesignoq,comeast.net September 1, 2022 Re: Proposed Photovoltaic Solar Panel Installation Molly Gary Brewer 5744 DOGWOOD ST ZEPHYRHILLS, FL 33542 Dear Plan Reviewer: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Architect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof framing is constructed of 2"x4" wood trusses @24" o.c. spanning 18'4" with a top chord length of 19'5" with intermediate supports at 1/4th points, making the effective longest span equals 5' 3" with 1/2" 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. 1 The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil, vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof Ty2e: Shingle Fastener Max Spacing (in.) Attachment System: "ROOFTECH"t "RT MINI 11" & McoFasten" Click FitO Attachement Systems Wind Zone I Wind Zone 2 Wind Zone 3 Fastener Info: min. 5/16" x 4" long stainless -steel lags with a min. 48 32 32 embedment of 3" into the rafters 3. Solar Modules shall be UL- 1703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warranty. 5. All aspects of the installation shall comply with the Florida Administrative Code, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations. If you have any questions relating to this matter, please contact me at venience. Thank you. ()F Fl_() r Daniel W. Dunzik, RA. LEED-AP 7� 5 AR9 FL. Lie. No. AR98795 C Daniel W. Dunzl*k Architect LEER -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdcsign@comcast.net September 1, 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-I Zone I = -36.5 psf Roof Slope = 19 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 = 16 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)^2 144 = 7.11 SF Zone 3 = 32" o.c. max Zone 3 = (32" o.c. max)/12 l 144 = 7,11 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 19.3 psf x 16 SF = 309 Ib < W', OK Cd = 1.6 (Table 23.2, 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, xL6 x I = 1276.8 lb BREAKING THE 20% EFFICIENCY BARRIER toosts module efficiency up to 20.9%. 4-1 THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new 'Quality Controlled PV" of the independent certification institute TOV Rheinland. INNOVXTIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti RID Technology', Hot -Spot Protect and Traceable Quality Tra.Q7m. 1EXTREME WEATHER RATING High-tech aluminium alloy frame 7 , certified for high snow (5400 Pa}and wmd l THE IDEAL SOLUTION FOR: 69 Rooftop arrays on residential buildings Engineered in Germany OCIELLS MECHANICAL SPECIFICATION ........ _ _ _ _ _ _ „ _ 1717mm x 1045mm x 32mm (including frame) 19.9kg 3.2mmthermally pre -stressed glass with anti -reflection technology Composite film xiisomm Black anodised aluminium 6 x 20 monocrystalline Q.ANTUM solar half cells 53-101mm x 32-60mm x 15-18 mm Protection class IP67, with bypass diodes 4mmT Solar cable, (+)2:1150mm, (-) s1150mm u Staubli MC4, IP68 (DETAIL 10 -I �TB.ffmm ELECTRICAL CHARACTERISTICS __._ ,... ...,. .,-_- _. -_.. .. ._._...___-_ �....�...._._.__,_.....__.........»._..............._... POWER CLASS 354 355 360 365 ,, 1.t,, __. ... __.._.... ._- ,-_._.. _,_._. _ _------ . _ _-____._......_...- _, ...._------- ........__....._._ ...._......... -- - ----- P-1 [W] 350 355 360 365 Ill [A] 10,97 11.00 11.04 1107 ......-.� -__ .. . _ _._... _ _ - _ ___,,.-._...-„_......._____,._.............. V111 IV] 41,11 41.14 41,18 41,21 _- .. . _ __.. _ _ ... ._..._..- . _ ._ - ..,., _.. _ ..-._..._._......__,.....-,.,. IMF, [A] 10.37 10.43 10,49 10.56 VM1, IV] 33.76 34.03 34.31 34.58 [%] z19.5 a19.8 2!20.1 z20.3 P.11 [W] 262.6 2663 270.1 273.8 _ ........ _ _ . m ._ m_. _ __ Ill [A] 8.84 8.87 8.89 8.92 �_. ... �. .-- _� -_. __..._ _. ____..______ V_ IV] 38,77 38.80 38 83 38.86 __ ... _. _.- _ . _.. _ ._ . _ . _ _. _ __.._..... _.__. _. m INpp [A] 8.14 8.20 8,26 8,31 IV] 32.24 32,48 32.71 32.94 __._. -_ _._ _. 'Measurement tolerances Parr, 3 / Ise; V,;, +5 i at STC:1000 W/m , 25 t 2 °C, AM 1.5 according to IEC 60 904 -3 • -800 W/m2, NMOT, spectrum AM 15 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE Ern np s &� At least 98%of nominal power dui- Ing first year. Thereafter max. 0.5% L degradation per year. At least 93.5 % T�Akti of nominal power up to 10 years_ At ill least 86%of nominal power up to --------- 25 years. 90 _ Alf data within measurement toler- ances. Full warranties In accordance 90 with the warranty terms of the YW 9,isr 900 $00 IWO Q CELLS sales organisation of your ro respective country, Typical module performance under low Irradiance conditions in comparison to STC conditions (25°C, 1000 W/m2). TEMPERATURE COEFFICIENTS a [%/K] +0.04 { v,. d [%/K y �[%/-K] -0.34� NMOT [°C] PROPERTIES FOR SYSTEM DESIGN IV] 1000 PV - [A] 20 ,e R ", t i .^..A _. ...._ 6173 0 [Pa] [Pa] U LI I,:" ' AND CERTIFICATES Quality Controlled PV-TUV Phi, I"'d, IEC 612152016, IEC 617302016. This data sheet _Plies ie with DIN EN 50380. 16vanmM QCPV Certif c tlon ongoing. �o �i+iiioTn 3600/2660 t t ... - w - 540014000 t''" y t � asa.s�, TOP s- Tassmm 4kblp 370 11,10 41,24 10,62 34.84 z 20.6 2776 8.96 38,90 8,37 33,17 -0,27 43±3 Class if C/TYPE 2 -40°C -+85°C Nat®: 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 QmbH Sonnenallee 17-21, 06766 Bitterfeld-Woifen, Germany I TEL+49 (0)3494 66 99-23444 1 FAX +4910)3494 66 99-230001 EMAIL salesQq-cells.com I WELL www-q-cells.com Engineered in Germany E L L S Enphase IQ Combiner 3 (X-1Q-AM1-24& USTED To learn more about Enpill,,ase offerings, visit enphase.com -I- he Enphase IQ Combiner 3" with Priphase IQ Envoy" consolidates interconnection equipment into a singe enclosure and streamlines PV and storage installations by orcviding a consistent, pre -wired solution to,- -esidential applications, 't offers (ja to four 2-pole Input Circuits and Eaton BR series bUsbat assemb'Y. Smart Includes IQ Envoy for communication and control Flexible networking supports Wi-Fi, Ethernet, or cellular Optional AC receptacle available for PLC bridge Provides production metering and optional consumption monitoring EM Reduced size from previous combiner Centered mounting brackets support single stud mounting Supports back and side conduit entry Yst* fow 2-g,#W♦ tir-4*4 %'Aa plug-in breakers (not Included) 80 A total PV or storage branch circuits Durable NRTL-certified NEMA type 3R enclosure Five-year warranty UL listed O-NENPHASE %_*0 n Enphase IQ Combiner 3 MODEL NUMBER IQ Cortlmer 3 IQ Ccrnbiner 3 with Enphase !Q Envoy' printed circuit board for integrated revenue grade PV production metering (ANSI C12,20 +/- 0-5%) and optional* consumption monitoring (+/- 2.5%). ACCESSORIES ard' REPL.','IWENT PARTS Eriphase MobileC. astit CELLMODF17NI-02 (4- Plug t I and play inclustnal grade ce'lular modem with data plan for systems up to 60 C E 1, L M 0 DE" tv' - D I I, l IG '5 y, c, nnicroinveiters, (Available in the US, Canada, Mexico, Puerto Pico, and the US Virgin Islands, GEL W"O'DEM is f4"', ,ea, c a t a p Ian)-,vhere rhere, is adpouale ceflular service in the installation area,� C,T-200-,(;PLFT So I ii: core current oansfoitmers enable whore hmme cons urn Lit ion, metering 2,5%, Circuit Hreakers Suppoits Eaton BR210. BR215BR220, BR230, HR240, BR250, and BR260 circuit breakers, BRK-101, 2 24P Chuit bralKvir, 2 pole, 10A, Eaton BR210 BRK-15A- -2, 2, Circu , t brelsi(ec 2 oole,15A, Eaton BR215 ORK-2101A."P 24L, Circuit breaker, 2 oole, 20A. Eaton BR22D EPLC-1-, I Power line car ner (corTimunicitmn bridge pair), a',janfity 2 X A - P;__',!, G 2C 3 Accc,.ssory receptacle. for Payee, , Line Carrier in IQ Combiner 3 (,required for EPLC-01) XA ENV-i'CBA-3 Replar-,er-rlent IQ Envoy printed circuit board (PCB) for Combiner 3 ELECTRICAL SPECIFiCA r Hz,)NIS Rating Continuous duty sv,stellVcitiv c 'I 12,0/240 VAC. 60 Hz Eaton lll� ser�es husb�i-Ow�, A Max continuous rurren', o:,;rput to grid"] 65 4, Max, fuse/circwt J1 90A Upto four 2-pole Eatoln BR series Distilbuted Generation (1)(3) breakers only (riot includes) 'rirl . ^or ilf cus cm ps", 64 A Max. Z-0j2 "blank, czr( t ii it,f,f) I'rlout) 80A of distfibutec generation 1901A with IQ Envoy breaker included Production meter! r, 200 A solid sore pre. -installed ana wired to IQ Envoy MECHANICAL DATA Dlmens,!ons (xVXF1X0 495 x 375 x 16,8 cIn (19-51" x 14 7,5 x 6 63"), Height is 21.06` (53 5 cm lAnth mounting brackets). 7, 5) kq (16 5 1 hs) Arnbient, -401 G, to }46,- is ( 400to 1151 FA coolin claturai convention, nius hear shielc Frrlosu,e env!—nn— Outdoor, NRTI-certifie.d, NELAA !yDe 3R, oolvcarbonatc construction wire szes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors 60 A breaker branch input: 4 to 1,10 AWG copper conductors MainlUgcorrisinedcrintput- 10 to 2/0 A copper conductors Neutral and around: 14to 1/0 copper conductors Always follow Ica! code requirercenis 'or conducio, sizing. Althudo To 2000 meters (6,560 feet) INTERNET CONNE7,CTOo,, Intec,raied yxi-1- 802,11bl/gl/n Ethorni_'" Optional, 80'Z3, Cat5E(or 'Cat 6WTP Ethernet cable (notinclucea) c6uia; Optional, CELLIVIODEM-01 (3G) or CELL-MODEM-03 (4G) or CELLMODEM-MI (4G based LTE-M) (,not included) COMPLIANCE Col -noh'nce, U L 1741 ,,AN/CSA 22,2 on, 1,07,1 47 CFR. Part 15, Class B, ICES 903 ProducInon me'terma ANSI 012,20 accuracy class 0,5 (PV production) Compliance, K") -n,-,, JL1)06lW-'/CyNCSA222No- 610101 -cc,"'stimil;tit}r n-,.i". , . fc- Enpiase, Storaqe Systerns To learni-nore. labout l-,'felings, Osil, enphase,com ENPHASE. 02018 Enpliase Energy. All rights rescirvQd. All trademarks or brands in 0- a document are reg slered by their respective owner 20'8-09-13 icc ICC ESR 3575 Call Nowfor ,. details a 9 • 6 Easy tapping 1/4" Hex Bolt screw guide „upperchannel V ! !: R • i w Cable Hex Bolt INS M_O bottom channel Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) Components Dimensions in (mm) 0 1 a MINI base: 20 ea. Screw: 40 ea. da-w-W Optional 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 FAT -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 1� 100% Waterproof EM 0 0 0 0 0 N 31/2 (90) 2 (50) Deck installation P.E. Stamped Letters available at www.roof-tech.us/support \ : ^ FLORIDA BUILDING COD\ 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. 3 - RACKING STRUCTURAL CAPACITY Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by Ecol'asten) 4 - ROOF ATTACHMENTS � Structural Capacity certification letters that meets or exceeds site conditions (Supplied by Ecol'asten) � 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: TAS100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA) ,l,EcoFasten For Installers, By Installers � 1�3 11111 I r Ecol'asten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-10 and QB-1 as shown below. GF-1 GF-10 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single r fastener and when combined with an EcoFasten compression bracket, a watertight seal is created, maintainin�fp the integrity of the roof. Imm � ClickFit L-Foot � GF-1 Installatiot, Manual Florida 08,11,2021 v2.0 E c o F a s t e n For Installers. By Installers EcoFasten I Page 3 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. 0 3017010 - QB-1 BASE AL 0 3017011 - of POST AL IVILL 4.5" * 3017012 - QB-1 POST AL MILL 6.5" * 3017013 - et FLASHING AL MLL 12X12" 0 3017014 - QB-1 FLASHING AL MLL 18X18" * 3017015 - QB-1 EPDM COLLAR BLK 1.25" QB9 of CertiLication Letter 07.29.2021 Q89 lnstcllaf m Manual 04,09.2021 v1.0 ,y,,-,EcoFasten For Instatters, By Instatters, EcoFasten I Page 4 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. A 1 R a � ClickFit � UL 270,"1 2LIpproved Installation Manual Version 07.06.2021 v2.5 � ClickFit UL 2703 A2 roved Addendum 06,07,2021 v1.1 ClickFit Most er jLetter Certi ication 04.15.2021 � A &I "A 'EcoFasten For Instalters, By Installers, EcoFasten I Pages GF-1 CUT SHEETS C,F- 1 FLASHNG GLV 8LK . ... .. ...... ... I to GF- I FLASHING GLV NILL 8X 12 1 -Tm A- J- WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten I Page 6 3017010 QB-1 BASE AL 3017015 QB-1 EPDM COLLAR BLK 1.25" ZKPEI� STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 ME= t t EcoFasten I Page7 -- -- I OMW,101 MM STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 ME= EcoFasten I Page 8 0 4. 3017013 Q9-1 FLASHING AL MLL 12X12" ' WATERPROOFING PER NRCA GUIDELINES Designed and Cered for Compliance with the Florida Bung Code & ASCE/SEI-7 A 4 ,1 L > EcoFasten For Installers, By Installers, EcoFasten I Page 9 CLICKFIT CUT SHEETS , J CF VNW L-FOOT NP L T - - ----- - ----- --,- - 2012022 m , STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 UL 2703 Conforms to UL 2703 Mechanical & Bonding requirements, See EcoFasten ClickFit Installation Manual for full ratings. A E c o F c j s t e n For Installers, By Instatters, EcoFasten I Page 10 Listed below is the documentation you will need to provide to your AM for permitting approval. Click on the link to download file. 11 V U1191 15014 M 1; MY-1, % # [Q ki � ClickFit UL .5 � ClickFit UL 2703 Ae rovedAddendum 06.07,2021 v1.1 � ClickFit L-Fool, ' ,�.!-�q �acit �Reort�O7.29�,2021 � ClickFit Moste-,- Letter Certification 04,15.2021 � CIF-1 Installation Manual Florida 08.11.2021 v2.0 � QB-1 State QLE(2�ridq Certiicqt�ionLe�tter 07�,292021 MLAVjJ4:j:j k ClickFit UL 441 Rain Re ort 03.172021 I 10 1.1 MR WA I M 0, 1 17,1-AUMUMN 10M � GF-1 Installation Manual Florida 08.11.2021 v2.0 � Qg:1 1nstqIL jt,2,, I Manual 04,09.20210, 0 k 2012021 - CF STD RAIL MLL AL 14FT Cut Sheet 2012022 - CF UNI V L-FOOT MLL 31' Cut Sheet k 2012025 - CF STD RAIL AL MLL 171.5" Cut Sheet 3012010 - CIF- 1 FLASHING GL V BLK 8x12,"' Cut Sheet 3012011 - GF-1 FLASHING GLV MLL 8X12" Cut Sheet 301 7010,z,-,l BASE AL Cut Sheet k 3017011 - CIE-1 POSTAL MLL 4.5" Cut Sheet 3017012 z_QL3-1 POSTAL MLL 6.5" Cut Sheet 3017013 FLASHING AL MLL 12X12 " Cut Sheet 3017014 FLASHING AL MLL 18X18" Cut Sheet 3017015 - QB--,, EPDM COLLAR BLK 1,25" Cut Sheet M� .E= No= EcoFasten I Page 12 PER MODULE INSTALLATION MANUAL A A 1.57 [40.0] Phoenix, AZ 85009 Subject: Engineering Certification for the State of Florida PZSE, Inc. — Structural Engineers has provided engineering and span tables for the EcoFasten - ClickFit System, as presented PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - ClickFlt System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: I Building Codes: 1. 2OIOFlorida Building Code, byFlorida Building Commission l AS[E/SB7-l6, Minimum Design Loads for Buildings and Other Structures, by American Society ofCivil Engineers 3. 2U18International Building Code, byInternational Code Council, Inc. 4. 2O18International Residential Code, byInternational Code Council, Inc. 5. A[428,Acceptance Criteria for Modular Framing Systems Used toSupport Photovoltaic (PV)Panels, November 1,ZO12by|CC-ES 6. Aluminum Design Manual 2D15, hyThe Aluminum Association, Inc. 7. ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category !| Seismic Design Category =A'E Exposure Category =B,C8'D DIGITALLY SIGNED Basic Wind Sd (ultimate) ASCE716 90 mph to 100 mph VV� This letter certifies that the loading criteria and design basis for the EcoFasten - ClickFit System Span Tables are 41 lot mnz in compliance with the above codes. � 11;E1 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL Prepared by: K. ZACHER, PE ON 04/2212021 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 VEWIED ON ANY ELECTRONIC COPIES, 1478 Stone Point Drive, Suite 190, Rosevi||e, CA 95661 � 916.961.3960 F 916.961.3965 vv vvv*v,pzse.corn 'm" -1---y' 11 rdYtHlt i t-r1gTr1eerTrTg-,--erTTrrc1' Gable and Hip Roof. A 0 A 1"'Mmo-sn-imm =..Om 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16 2. 2018 International Building Code, by the International Code Council, Inc. 3. 2018 International Residential Code, by the International Code Council, Inc. 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012, by ICC-ES 5. Aluminum Design Manual 2015, by The Aluminum Association, Inc. Design Criteria: Ground Snow Load = 0 - 60 (psf) Basic Wind Speed = 90 - 180 (mph) Roof Mean Height = 0 - 30 (ft) Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 0 - 600 (degrees) Exposure Category = B, C & D Rail: The evaluation of the ClickFit System Rail p/n 2012021 (450124, REV X03), made with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksi. Cantilever: Maximum cantilever length is L/3, where "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 916.961,3965 www.pzse.com am Clearance: 2" to 10" clear from the top of the roof to the top of the PV panel. Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for installation. PV Module Size: 60-Cell PV Panel max dimension is 68.5 72-Cell PV Panel max dimension is 80.1 Installation Orientation: Landscape (L) - PV Panel long dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the short side. Portrait (P) - PV Panel short dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the long side. 0.6h 0.2h INTERIOR ZONE INTERIOR ZONE V� , , I., ';" 7� EDGE ZONE EDGE OF ROOF 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com ffl�� MM"i, M0107MM11 RM WYD NMS Roof Zones ® Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < 0:5 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 Hip roofs. Interior Zone 1 span shall be the minimum of I 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. EDGE ZONE 12 "a" OR X-0"MIN 7 CORNER ZONE X SEE DETAIL FOR MOUNT LOCATION 1 z INTERIOR ZONE 05Fa z RIDGE — EDGE ZONE C2� - 0 CORNER ZONE 0 SEE DETAIL F�� 0 MOUNT LOCATION INTERI ZONEnl GABLE i HIS O EDGE ZONE t HATCHED AREA INTERIOR ZONET,, o T INDICATES "a" DISTANCE a = 0, 1 x (LHO) OR r 3 7CORNER ZONE MINIMUM OF TV EE DETAIL FOR MOUNT LOCATION WALL EDGE OF ROOF Figure 2: Roof Zones, Gable and Hip Roofs, 71 < 0:5 450 Panel with Support Mounts in Multiple Roof Zones: Edge and Corner Zone spacings (Zone 2 & 3, respectively) apply only to mounts located in those Zones, not to all the mounts supporting the module. Notes: 1) Tables are determined for Rail and 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: Panels exposed at array edge shall use figure 29.4-7 of ASCE 7-16 to determine "di" and "d2" to apply "Array Edge" spans that apply to an array layout. See figure 3. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,9613960 916.961.3965 www.pzse.com CM, Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional wher'l- VIVILIA M10LLiIP_L design professional with sufficient structural engineering knowledge and experience to be able to: 0 Evaluate whether these tables apply to the project, and I MM T21—TIM" M- This letter certifies that the Ecol'asten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. Th certification excludes evaluation of the building structure to support the loads imposed on the building by th 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 1478 Stone Point Ddve, Suite 190, Roseville, CA 9566' 7 916.961.3960 : 916.961.3965 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-Cell & 72-Cell Modules - Landscape ...... 22 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 60-Cell Voml S�ad 9() mph 95 mph '00 'ph 105 ph no —mPh .5 mph 120 mph Sm,. 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Load Cate try I P-1 Ala, Roof Zone V 1 So 2, 2n 3e 3, 11 1 2e 2, so 3, 3, 11 1 2e 2r In 3e 3r 11 ... . ..... 1 . 2e 2, 20 3e 3, 11 1 2e 2, 3, 3, V 1 2e 21 2n 3e 31 V 1 2e 2, 2o a, 31 A,,., badaft" 97 82 82 82 82 77 77 SZ 82 82 $1 82 74 74 828291 81 91 72 72 82 82 78 79 78 0 69 82 92 71 71 15 67 67 82 82 7373 73 65 65 as 79 71 71 71 63 63 Allay Edge 82 82 75 75 75 67 67: 82 81 72 72 72 64 64 82 78 70 70 70 62 62 82 75 67 67 67 60 60 92 73 65 65 65 57 57 82 70 63 63 63 54 54 82 68 61 61 61 52 52 A io kde, 82 SZ 82 79 7Sl 75 74 92 8282 76 76 76 71 82 82 82 73 73 73 68 82 82 92 71 71 71 66 79 79 I9 69 68 0 64 77 77 77 66 66 66 62 74 74 74 6464 64 0 Ito 20Array 79 79 79 68 68 69 64 76 76 76 65 W Bti 61 73 73 73 63 63 63 SS 71 71 71 61 61 61 56 68 68 69 59 59 55 53 66 Es, 55 56 56 56 51 64 64 64 54 54 54 49 Allay J,aeft, 82 82 82 92 82 82 82 92 82 82 81 81 81 79 82 92 92 79 Is 78 76 82 82 92 75 7S 75 73 92 82 82 73 73 73 71 92 82 82 70 70 70 69 82 82 82 69 68 68 66 8 20.27 Array Edge SZ 82 82 71 73 73 71 82 82 82 70 70 70 68 81 91 81 67 67 67 66 79 79 79 65 65 65 63 76 76 76 63 63 63 61 73 73 73 61 61 61 59 71 71 71 59 59 59 57 Array It--, 84 84 M M 84 84 84 94 84 84 84 84 80 84 84 U 84 M U 78 84 84 U 84 84 81 75 91 92 92 92 82 79 72 78 79 79 79 79 76 70 76 77 77 77 77 74 68 74 27W45 Allay Edge 81 31 81 81 78 72 Z& 79 78 78 78 75 70 75 75 IS 75 75 73 67 73 73 73 73 73 70 65 70 70 70 70 70 69 63 68 68 68 68 68 66 61 66 66 66 66 66 64 59 64 Wy 1. 1 r 85 85 85 85 85 85 85 85 85 85 95 85 85 85 85 95 85 85 85 85 85 85 85 85 85 95 85 85 85 85 85 85 95 85 85 95 85 95 95 as as as 95 as 93 83 93 as 93 45W60 Allay Edge 85 85 85 95 85 SS 85 85 85 95 85 85 85 35 85 as 82 82 82 82 82 83 B 79 79 79 79 79 $1 al 76 76 76 76 76 73 78 74 74 74 74 74 76 76 72 72 72 72 72 Allay t1ollior 82 82 77 7 77 68 68 82 82 74 74 74 66 66 82 W 71 71 71 63 63 8 77 69 69 69 61 61 82 74 67 67 67 59 59 82 72 65 65 65 56 56 82 70 63 63 63 54 54 01.7 Array Edge 82 74 67 57 67 59 59 82 71 64 64 64 56 56 82 69 62 62 62 53 53 92 66 59 59 59 50 50 81 64 57 57 57 48 48 78 62 54 54 54 45 45 76 60 52 52 52 43 43 Allay Id-, 81 81 81 70 70 70 E5 78 78 7 67 67 67 63 75 75 75 65 65 65 61 72 72 72 63 63 63 58 70 70 70 50 ED SO 55 68 68 69 SS 58 SS 53 66 65 6656 55 55 SS 7 to 20 Array Edge 70 70 70 60 60 60 55 67 67 67 57 57 57 52 65 65 65 54 54 54 49 63 63 63 52 52 52 47 60 60 SO as 49 49 45 58 58 58 47 47 47 43 56 56 56 45 45 45 41 "ay interior 82 82 82 75 75 75 72 82 92 82 72 72 72 70 82 82 82 69 69 69 67 80 90 20 67 67 67 65 78 78 78 64 . 64 63 75 75 75 62 62 62 61 73 73 73 61 61 61 59 0 Pg C 20.27 Array 78 78 79 64 64 64 63 74 74 74 62 52 62 W 72 72 72 60 50 SO 57 69 69 69 57 57 57 54 67 67 67 54 54 54 52 65 55 65 52 52 52 50 63 53 63 - 49 49 49 47 - Allay 1 I A 84 84 80 74 80 80 80 80 80 77 71 77 77 77 77 77 74 69 74 75 75 75 75 72 66 72 72 T2 7- 2 72 69 64 69 70 70 70 70 67 62 67 68 68 �8 F8 65 60 60 65 y"I'li, ". 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57 57 48 48 79 62 54 54 54 46 46 76 60 52 52 52 ta 44 74 58 49 49 49 42 42 71 5547 47 47 e) 40 Allay Inferior 76 76 76 66 66 66 62 73 73 73 63 63 63 59 71 73 71 61 61 61 56 68 68 68 58 58 58 53 66 66 66 56 56 56 5 64 64 64 " " 53 4S 62 62 6 51 51 51 46 71.20 1,a, Edge 66 66 66 56 56 55 50 63 63 63 52 52 52 48 61 61 61 50 50 50 45 58 58 58 47 47 47 43 56 56 56 45 45 45 41 53 53 53 as 41 43 as 51 51 52 41 41 41 37 Allay 11 82 82 82 70 70 70 as 91 91 91 67 67 67 66 78 79 78 65 65 653 7: 76 75 63 3 63 61 73 73 73 61 61 61 59 71 71 71 58 5' 58 5 68 68 68 56 56 56 54 D 20.27 Allay Edge 73 73 73 61 El 61 59 70 70 70 58 58 58 55 67 67 67 55 55 55 :3 6 65 65 52 :2 52 50 63 63 6349 49 49 48 61 61 61 47 47 47 4: 59 Sa 59 45 45 45 43 A,,a, lolem, 79 78 78 78 76 70 76 75 75 75 75 73 67 73 73 73 73 73 70 65 70 70 70 70 70 69 63 66 68 68 69 68 65 61 65 65 AE 66 66 63 58 63 64 64 " 64 62 56 62 17 . 45 Allay Edge 68 69 U 69 65 0 65 65 65 65 65 63 57 63 63 63 63 53 61 54 61 61 61 61 62 58 52 58 59 58 58 58 55 49 55 56 56 56 56 53 47 53 53 53 53 53 51 45 51 Allay 85 95 8-85 5 -85 _8-85 5 85 85 82 92 82 82 82 83 83 79 79 79 79 79 80 8 76 76 76 76 76 78 78 74 74 74 74 74 76 76 72 72 72 72 72 74 74 6969 _69- -69 ---- 0 451.60 Allay Edge 78 78 74 74 74 74 74 76 76 71 71 71 71 71 73 73 68 68 68 68 68 71 71 66 E6 66 as 645 69 69 54 64 64 64 64 67 67 62 62 62 62 62 65 65 ED 60 so 60 60 Allay fits 73 7 73 73 73 71 73 73 73 IS 73 71 73 73 73 73 73 73 73 72 72 73 73 73 7373 69 as 73 73 73 73 73 67 67 n 73 73 73 73 '65 65 7373 71 71 71 63 63 1.7 Allay Edge 73 I3 73 73 73 67 67 73 73 72 72 72 64 64 73 73 70 70 70 62 62 73 71 67 67 67 60 60 73 73 65 65 65 57 57 la 70 63 '63 63 54 54 73 68 61 61 62 52 52 fieray bdarior 79 79 79 78 78 78 74 74 78 78 76 76 76 72 79 79 7371 73' 73 fig 78 79 78 71 71 71 66 79 78 79 U 68, 68 64 77 77 77 6666 66 62 74 74 74 64 64 64 fic 7to,20 2X Edge 79 79 79 68 69 69 64 IS 76 76 66 66 66 61 73 73 n 53 63 63 55 71 71 71 61 61 61 56 69 fig 68 Ss 59 59 53 W l66 66 56 56 56 51 64 64 64 54 54 54 AS: Array Internal, 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 I9 79 78 79 79 76 79 79 79 75 75 75 73 79 79 79 73 73 73 71 79 ' 79 ?9 70 70 70 69 75 79 79 69 69 68 66 a 201027 Alayfog. 79 79 79 73 73 73 71 75 79 79 70 70 70 6a, 79 E 79 7f V 67 67 0 79 79 79 65 65 65 63 76 76 71 63 63 63 61 73 73 73 61 61 61 59 71 71 71 59 59 59 57 Allay SWftl U 84 84 84 94 84 He U U SA 84 84 SO 84 " 94 84 84 " 78 84 " 84 84 Be 81 75 81 82 92 92 V 78 72 79 79 79 79 79 76 M 76 77 77 77 77 74 69 74 27ta,45 Allay Edge 91' 81 81 81 79 72 78 78 79 78 79 75 <70 15 75 75 75 75 73 67 73 73 73 =73 73 70 65 101 70 70 70 70 68 63 68 69 68 69 0 66 61 66 66 66 65 66 W 59 64 Array ipterwr as as 85 95 i85 85 85. 85 85 $5 95 85 85- 85 as as 85 85 85 85 95 85 95 85 85 85 85 85 85 85 as 85 85 85 as 85 as as as as as as as 85 a-, 83 '31 81 83 45 to b(+ AIM Edge as as S, is as 95 85 35 95 as as 95 95 $5 85 85 92 82 92 $2 82 83 93 IS, 79 79 IS 79 81 S1, & Is 76 76 76 7& 78 74 '74 7 4 74 7 4 7 a 76 72 72 72 72 72 Allay il-i., 73 73 73 73 73 H 68 73 73 73 66 6 73 71 7 71 63 63 73 73 69 69 69 61 61 73 73 67 67 67 5: 5: 722 65 141 114 1,6 1: 71 63 al El 14 54 0 to 7 At., Ease 73 73 67 67 67 59 59 ;33 ;13 64 64 64 5: 55 56 ;33 73 69 62 62 62 53 53 73 66 59 59 59 SO 50 73 . 57 57 57 4 4 ;33 6 S , 4 4 ;3 S SO 11 11 11 41 43 Allay 1-i'l 78 79 78 70 70 70 65 78 78 78 67 67 67 63 75 75 75 65 65 65 61 72 72 72 as 63 63 58 70 70 70 W SO ED 55 68 As 68 58 58 58 _ 53 66 Es 66 56 56 56 SO Ito 20 Ile, Edge 70 70 70 W 60 60 55 67 67 67 57 57 57 52 65 65 65 54 54 54 49 63 63 63 52 52 52 47 SO SO 60 49 49 49 45 58 58 58 47 47 47 43 56 56 26 41 45 45 41 Array- 'ay � 1 79 75 75 75 72 79 79 79 72 72 72 70 79 79 79 69 69 6967 79 79 67 67 67 65 78 78 78 64 64 64 63 75 75 75 EZ 62 52 61 73 73 3 61 E1 E1 a 10 Pf C 201.27 I- Edge 1: ;a 79 64 64 64 63 74 74 74 62 62 N W 72 72 �' �7 62 tl SO 51 19 El 61 17 11 17 14 E7 67 al 54 11 14 12 El El El 11 11 12 . Ea ES E3 4.9 9 as 47 Allay Itelo, 84 S4 84 84 80 74 go 80 80 80 80 17 51 77 ;2 7 77 74 6: 14 1�5 7: 71 71 7,1 66 T72 72 2 11 12 61 64 70 10 70 M 7 62 67 68 68 68 60 65 27,.45 �m, Edge 72 K] 12 72 69 . 69 69 69 69 69 67 62 67 67 67 61 67 64 5 64 E E 65 65 E 's E, 62 2 E2 62 SO 4 :09 61 " 61 61 : 8 :8 8 58 58 58 :: 49 55 Allay 1-11o, 85 8, as 85 85 85 85 85 85 85 85 95 85 85 85 95 84 U U S4 84 85 8 91 91 81 81 81 82 82 78 79 78 78 78 SO Sa 76 76 76 76 76 78 78 74 7474 74 74 45 to W Array Edge 82 82 78 78 78 78 78 80 75 75 75 75 75 77 77 73 73 73 73 73 75 75 70 70 70 70 70 73 73 AS 68 68 68 68 71 71 66 66 66 66 66 69 69 64 64 64 64 . . A1lae4AtSkT 73 73 73 71 73 64 64 _80 73 73 70 70 70 62 62 73 73 67 6? 67 W W 73 72 65 65 65 57 57 73 79 63 63 63 54 54 73 68 61 61 % 51 51 I 73 66 59 59 54 49 49 0.1 AltayE 73 70 61 63 65 54 54� 73 67 W 60_ 50 51 51 I3 65 57 57 57 49 4$ 71 62 54 54 54 46 46 73 aS 5252, S244 44 73 59 44 49 49 42 42 71 55 47 47 47 4D 40 Arraylnte,io, 76 76 76 66, 66 66 62 73 75 73 63 63 63 59 71 71 71 61 61 61 56 68 68 69 59 58 59 53 66 66 66 56 56 56 51 64 64 64 Sa 53 48 62 62 62 51 51 51 46 7td20 A,tayEds. 66 66 66 56 56 56 50: 65 63 63 52 57 52 49 61 61 61 50 W 50 45 58 58 58 47 47 47 43 56 56 56 45 45 45 41 53 53 53 43 43 43 as 51 51 51 41 41 41 37 Allay lAedk,, 80 W 70 70 70 68 80, ED W 67 67 67 66 79 78 78 65 65 65 63 76 76 76 61 63 as 61 73 73 73 61 61 61 59 71 71 72 58 59 as 56 68 68 as 56 5 5 54 D 20,#" Allay Edge 73 73 61 61 61 59 70 70 70 58 58 18 55 67 67 67" 55 55 55 53 65 65 65 52 52 52 50 0 63 53 49 49 49 48 61 61 61 47 47 47 45 59 59 5% 45 4: 4: 43 Meat' imtert°r 79 78 IS, 76 79 76 75 75 75 75 73 67 73 73 73 Is, 73 7065 70 70 70 70 70 69 63 68 1A 68 58 68 65 11 65 66 66 66 66 63 SS 69 64 Sa 64 64W, 271,41 as a sa so 65 as 65 65 65 65 65 61 51, 63 63 63 63 as 11 5461 61 61 61 5852 58 58 59 58 as 55 49 55 56 56 56 56 53 47 53 53 53 53 5' Tit 45 Array latellm ArrayAtlay 1-1 11 11 91 1 11 11 11 Al a al S2 al S 2 83 83 79 71 71 79 79 80 80 76 76 '76 76 76 78 78 74 74 74 74 74 76 76 72 72 '72 72 74 74 69 69 6972 --- I EdL. 79 79 74 74 74 74 74 76 7E 71 71 71 71 71 73 73 4 69 68 6S Eat 71 71 66 66 66 66 66 69k 69 64 Ed 64 64 64 67 67 62 62 62 62 62 65 65 60 60 ED .1 14 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 72-Cell (P) GI..,d Exposure Wlnd _Speed �3O 11 160 -Ph 170 mph IN mph 5— load Cate go,, Panel An& i- Roof ZIII V 1 2e Z, 2 n 3e 3, V t 2e 2r 2n 3e 3r 1' t 2e 2, 2n 3e t, 11 1 2e 2, 2n U Ir V t 2e 2, 2n 3e 3, 11 1 2e 2, in 3e 3, Ot,,7 = 74 1621 64 67 67 57 57 67 59 59 57 48 48 32 71 77 61 63 63 52 52 6a SE 55 57 . 44 82 13 67 &D W 57 49 0 60 St 51 49 41 41 81 70 64 56 53 46 S6 46 56 47 47 46 38 38 77 67 61 53 53 53 50 43 43 43 44 44 36 36 74 E4 58 50 so 47 40 40 50 42 42 40 32 32 7,.20 `y SMaziae 1,,., Edgy 70 70 61 61 70 61 it 61 49 49 62 55 49 4S 66 56 66 56 66 56 SS 56 46 46 56 51 46 41 63 52 63 52 63 52 52 42 5Z 52 49 42 42 39 60 49 60 49 W 49 49 as 45 49 40 40 40 36 57 57 46 46 57 46 46 37 46 46 42 37 37 32 54 54 54 43 43 43 43 43 43 39 35 35 35 29 a 20.27 Am" Itenmr 79 78 79 65 65 65, 63 74 74 74 fit 61 61 59 70 7D 70 59 59 58 55 67 67 67 54 54 54 52 64 64 64 51 51 51 44 61 61 61 48 49 48 46 E Amy Edge 67 67 67 54 54 54 52 64 64 64 50 ED W AS 61 61 61 47 47 47 as 57 57 57 44 44 44 42 53 53 53 41 41 41 39 50 50 59 39 39 39 37 Amy hWd., 72 72 72 72 70 64 70 M 68 68 68 66 61 66 65 65 65 65 63 57 63 62 6Z 62 62 60 54 0 W SO 60 ED 57 5D 57 56 SG 56 56 53 47 53 45 Amy Edge 63 63 63 63 ED 54 W 59 59 59 59 56 50 56 SS 55 55 55 52 46 52 SI 51 51 51 49 43 49 U 48 48 49 46 41 46 46 afi 46 4,1 38 43 Amy Rrte6ar 82 82 78 79 18 78 79 79 79 74 74 74 74 74 76 76 71 71 71 71 71 73 73 69 68 69 69 68 70 70 65 65 65 6S 65 60 68 62 62 62 62 62 45.60 y Edge 73 73 69 68 M 69 68 70 70 65 65 65 65 7 6 7 E2 21 62 62 X 64 64 59 58 5& 58 59 61 61 55 55 55 55 55 59 59 52 52 52 52 52 0.7 Amy Interior Array E 82 72 fifi 56 5 9 59 47 47 59 49 49 47 40 40 79 68 62 51 54 54 44 44 54 46 46 44 37 37 75 65 5 48 5 1 41 51 41 51 41 43 43 33 33 71 62 55 45 7 38 47 38 47 40 tD 39 29 29 68 59 52 42 " 44 36 36 44 37 36 26 37 26 65 55 49 40 42 32 42 32 42 35 32 23 35 23 Ito 20 Array interior 62 62 62 St 53 51 46 58 58 58 47 47 47 43 54 54 54 44 U 44 40 51 51 51 41 41 41 37 48 48 48 39 39 39 35 45 45 45 36 36 36 31 -ay Edge 51 51 51 41 41 41 38 47 47 47 3E 38 38 34 " 44 44 36 36 36 29 41 41 41 31 31 31 26 39 39 39 27 27 27 23 36 36 36 24 24 24 20 0 pf C 20.27 Am, Ir-1.1 69 69 69 56 56 56 54 65 65 65 52 52 S2 SO 11 6 12 1 41 11 41 5 5 59 45 45 45 43 55 55 55 42 42 42 41 52 52 52 40 40 38 Array Edge 59 59 59 45 45 45 44 55 55 55 42 42 42 51 51 51 39 39 39 38 4: 48 48 37 37 37 35 45 45 45 33 It 33 31 42 42 42 29 29 79 27 27 t, 45 Am, 1—w 64 64 64 64 62 56 62 61 61 61 61 58 52 58 57 57 57 57 54 48 53 53 53 53 51 45 51 50 50 SO 50 47 42 47 47 47 47 47 45 10 45 Array Edge 54 54 54 54 51 45 51 50 50 50 50 47 42 47 46 46 46 46 44 39 44 43 43 43 43 4T 37 41 41 41 41 41 38 33 39 39 39 38 38 36 29 36 Array Interior 74 74 70 70 70 70 70 71 71 66 66 66 66 66 68 68 63 63 63 63 63 6 65 60 60 60 W W 63 63 57 57 57 57 57 rO W 54 54 54 54 54 45 to 60 —Y Edge 66 66 W 60 W W 60 62 62 56 56 56 56 56 59 59 52 52 52 52 52 56 56 49 49 49 49 49 52 52 46 46 46 46 46 49 49 43 43 43 43 43 0.7 Ayft,WW 73 W 62 51 54 54 43 43 54 45 45 43 37 37 74 M 64 47 50 50 40 4040 50 47 42 32 32 70 61 54 44 46 37 46 46 37 37 39 39 28 28 67 57 51 41 43 34 43 34 0 36 36 34 24 24 64 48 54 38 441 41 30 30 41 33 30 22 33 22 62 51 45 36 38 27 38 U 27 27 29 19 '29 19 ,70124 � fia 58 58 47 47 47 42 53 53 53 0 41 43 39 50 50 ED 40� 40 37 46 46 46 38 38 39 33 44 44 35 35 35 29 41 41 41 $2 31 31 26 A,, Ed 47 47 V 38 38 38 33 43 43 43 34 34 34 29 46 40 40 30 30 30 25 39 38 39 26 26 26 22 35 35 35 23 23 23 19 31 31 31 20 20 20 17 0 20.21 ayft,wiar 65:.65 63 51 51 51 49 61 61 61 48 484' 46 58 58 44. 4442 54 54 54 41 41 41 AD 51 SI 51 39 39 39 37 as 48 49 17 37 37 -45 Amy Edge 54 54 54 42 42 42 40 50 50 50 39 39 39 al 41 I58 47 47 16 36 as 33 44 44 44 32 32 32 29 41 41 41 29 28 28 26 39 39 39 Z5 25 25 23 7 to 45 A""""', 60 60 60 QG 57 51 57 56 56 56 56 53 47 53 52, S2 52 5Z 50 44 So 45 49 49 49 46 41 46 46 46 46 46 43 39 43 43 43 4a 43 41 v 4 , gfray EdO 44 45 49 45 47 41 s 47 46 46 4646 43 39 41 42 42 42i 42 40 36 40 40 40 40 39 31 38 17 37 37 37 35 28 35 35 35 35 35 at 25'.31 41Arr:'4yMterurr71 Array Edge 62 71 62 66 66 56 56 % 56 66 56 56 56 61 58 7 58 62 62 52 52 62 62 62 52 52 5Z 65 54 65 54 59 49 54 48 59 48 55 59 49 48 62 51 62 51 _40 55 45 55 45< 55 55 55 45 45 45 59 48 59 48 52 52 42 42 52 52 42 42 51 42 56 45 56 45 49 AD 49 40 49, 49 49 40 40 40 01.7 Array hrm, 79 74 67 67 67 59 59 79 71 63 63 63 55 55 79 67 60 W " 51 51 79 64 56 56 56 47 47 77 61 53 53 53 4, 44 74 58 50 50 5042 42 Amy Edge 79 64 57 57 57 48 48 77 61 52 52 52 44 44 73 57 49 49 49 41 41 70 53 46 46 46 38 38 50 43 43 43 36 36 64 47 40 4032 3Z _ 7 1p 20 Am, Idw ArrayEdge 70 61 70 61 70 61 61 49 61 61 55 49 49 45 66 56 66 56 66 56 56 46e, 56 56 51 4646 41 63 52 63 52 63 52 52 42 52 42 52 48 42 ag 60 49 60 49 0 0 49 404040 49 49 45 36 _67 57 46 51 46 57 - 4 37 46 46 37 37 42 32 54 43 54 43 54 43 :53 4 43 35 35 39 29 B 20 27 W Ay hl.' m 7' 78'8 6' 6565 63 74 74 74 61 61 61 59 70 70 70 58 58 5 55 67 67 67 54 54 52 :4 64 6451 51 51 19 :1 61 61 48 48 48 46 Array Edge 57 0 67 54 14 14 52 64 64 64 50 So 50 48 61 61 61 47 47 47 45 57 57 57 44 44 42 3 53 53 41 4141 39 0 50 W 39 39 39 37 27.45 Amy interior Array Edge 72 63 72 63 72 72 63 63 70 64 70 60 54 W 68 59 68 59 68 68 59 SE 66 61 66 56 - 'fi 65 55 65 SS 65 55 65 55 63 52 57 63 46 St 62 St 62 St 62 St 62 51 W 54 W 41 43 49 60 48 W 48 W W 48 48 57 50 46 41 57 46 56 46 56 46 56 46 56 46 53 47 43 38 53 43 45 to 60 interior . 82 78797. 7. 7. 79 74 74 14 74 7476 76 71 71 71 71 71 73 73 68 68 68 68 68 70 70 65 65 65 65 65 68 68 62 62 62 62 62 Array Edge 73 73 68 68 68 68 a 70 70 65 65 65 65 65 67 67 62 62 at 62 62 . 64 58 58 58 58 58 61 61 55 55 55 55 55 59 59 52 52 52 52 52 07a7 Array for 791 72 66 59 59 59 49 49 56. 47 41 AD 4044 79 62 It 54 54 44 54 as 46 -31 4437654833. 75 59 51 54 - At 51 4t 43 41 33 11 1-1 67 45 47 38 47-.47 -14 41 41 39 29 25 la 11 44 44 54 42 36 36 44 37 36 26 17 26 63 55 49 40 4241 32 32' 11 31 32 23 23 7,20 Arraykted., 62 12 62 51 51 51 rt6 58 59 59 47 47 47 43 54 54 54i 44 44 44 40 51 51 51 41 41 41 37 49 0 49 39 3939 35 45 45 45 36 36 36 31 Array 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 26 39 39 i39 27 27 27 23 36 36 36 24 24 M 20 PO C 24 tiff 27 Array fM.6., 69 69 69 56 56 % 54 65 61 65 5Z 52 52 50 62 62 12 4a 48 46 46 59 55 55 45, 45 45 As 5-1 55 55 42 42 42 4 52 52 52 40, 40 40 38, Amy Edge 59, 5955 45 45 45 55 55 55 42 42 42 40 51 52 fil as, 39 39 38 48 48 49 n 37 37 35 *5 45 45 33 33 33 32 42 44 42 29 " 29 Z7 272,45 Array Mterlor $4 64 64 64 62 56 62 61 61 61 61 $8 52 38 57 57 57' 57 54 49 54 53 53 53 53� 51 45 51 50 $0 50 50 47 42 47 47 47 47 47 45 40 45 Array Edge 54 5454 54 51 45 51 SO 50 50 50 47 42, 47 46 46 46 46 44 39 44 43 43 43 41 41 V 41 41 41 541 41 38 33 39 34 39 39 38 36 25 36 A-YJIWWI 74 74 70 70, 70 70 70 71 71 66 66 66 66 66 rg 68, 63 63 63 63 E3 Its 65 60 W 60 Sa 60 63 63 57 57 57 57 57 60 W 54 54 54 54 54 Array Edge fis 66 60 60 60 60 5 Ne 5' He 52 57 56 56 45 4949 0 52 52 46 46 46 46 46 45 AS' 43 43 43 43 43 0.7 A,,., ""&` All., Edge 7' 17 62 St 51 'fi 43 43 _6a ': 4' 4' 4 17 31 14 6441 18 SO 42 42 4932 32 10 W 5,4 44 4641 37 37 46 37 39 31 28 28 El 57 It 41 41 34 41 34 41 36 3E 34 24 24 54 38 41 41 30 30 41 33 30 22 33 22 E2 51 41 36 t. 27 M 27 38 29 27 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E2 El 61 11 IS SI El 12IS IS IS 11 12 E2 62 IS IS as II EI 62 E2 13 Is 13 48 E2 E2 EI 11 51 51 45 Array Edge 62 � S�,6I,56 1.62 62 62 52 52 52_ 48 61 61 61 50 _ 50 50 43 IS 58 58 4747 56 56 56 45 45 45 41 53 53 53 43 43 43 _5 39 51 _64 51 51 _64. 41 --as 41 _41 37 0 20.27 Array , 11.1 a. - 64 64 64 61 5-4 64 61 61 E4_ 59 64 ES Ed aa E,t 64 58 58 EA 64 sa 55 . se E4 S4 14 55 55 6,t Ed 55 53 64 64 64 6 6e 52 63 63 52 52 61 50 Se 63 et 64 63 63 6-1 �9 61 as 61 49 59 48 64 61 61 61 19 47 SS 47 8 47 55 45 59 59 59 45 16 45 56 45 54 43 27.15 —1y too,"o, Array Edge 6758 75 68 758 71 6 S. 71 11 E, 60 7: 1: E I'l E -11 a, 71 a, 1,3 a 67 IS 17 63 73 63 7' 63 73 73 63 10 E1 11 11 54 . 70 Et 10 S, 71 71 at a, 1: 123 I 1 1 58 1: 1 1 58 58 be 58 1: , I'l 4 11 " 66 56 11 a 61 56 6t5 56 Ed 53 IS 47 63 53 a' 53 a,t 5 53 E, 13 12 " 1: 4 EI 51 45.60 ".y Array Edge '7: 05 IS 5 85 74 74 85 85 74 74 85 14 85 75 85 IS 82 71 82 71 82 71 92 a 71 721 83 73 93 73 79 79 68 SO 79 R W_ 79 68 69 80 71 80 71 76 76 66 66 76 76 as Ed 76 66 —78 69 78 74 69 64 74 64 74 64 74 64 74 64 76 67 76 67 72 62 72 62 7 622 72 62 72 62 74 65 74 - 65 SO 69 SO 69 w 69 ED 69 6_0 0'.7 A,W a_ Array Edge 55 55 15-1 55 5 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 $5 ��s 55 55 55 55 55 55, 55 55 �5 55 55 55 IS 55 55 55 55 55 55 55 55 55 55 55 55 5L 55 55 55 5 5 55 55 SS 55 55 55 55 55 55 55 55`.55 as 55 55 55 55 55 55 55 55 55, 55 54 55 $4 a5_5S 55 SS 55 55 55 55 _s5 5s�2 55 55 SL to , ".yiewd. 58 59 as 58 59 59 59 58 58 58 58 59 58 59 59 59 58 59 59 _55 58 58 58 58 58 58 58 Sa 5 59 59 58 58, 58 58 58 59 59 58 58 as 58 58 58 58 58 53 __, I E_54 .v Edke 58 as 58 58 58 59 58 58 59 59 58 59 59 58 59 59 59 58 59 59 IS 58, 58 IS 59 59 51 56 as 58 59 59 59 59 53 59 58 58 56 16 56 51 5S 58 58 54 54 49 27 Array I.-ux to_ 61 6 SE al 1 a 61 61 61 61 61 "1 61 61 61 61 61 61 61 61 61 61 61 6 61 61 61 61 61 61 6 61 51 6i 61 I,,.y Edge da al 61 61 61 61 61 61 61 61 r 1 61 61 61 61 61 61 61 61 61 6,t 61 61 61 61 61 62 61 61 61 61 61 61 61 61 62 61 61 61 61 61 59 61 61 61 59 59 59 17 Z71.45 Array ISedw ., a 70 70 70 70 70 70 70 70 70 70 70 10, 70 70 V 70 70 70 70 70 70 70 70 70 70 10 70 70 70 70 70 70 70 '70 70 70 70 70 70 70 67 70 70 10 70 70 7 70 70 70 70 70 70 65 70 70 X 70 �61 70 70 70 70 70 70 70, 68 70 63 70 68 70 68 70 69 70 68 70 68 70 66 10 61 70 66 70 66 70 70 66 66 At 70 66 64 68 I9 70 se 45to60 AMY tok w 85 85 35 85 85 85 85 95 85 85 as 85 85 S as 85 0 85 85 95 95 95 85 95 as 85 85 85 35 95 95 85 85 85 85 85 85 85 95 85 95 85 95 85 93 83 Eta 93 93 At., Edge as as as 85 85 as 85 as 85 as 95 85 8: 85 85 92 82 92 32 92 93 83 79 79 79 79 79 91 81 76 76 76 7s 76 79 79 74 74 74 74 74 76 76 72 72 72 72 72 0 to 7 a,- 1-fl., 55 55 55 as 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 505 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 54 Array Edge 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 51 55 55 51 53 53 55 55 55 55 :: 50 5 :5 5 :: 55 55 55 48 48 55 55 54 54 Se 5 45 55 55 52 52 :1 43 43 71.20 A,,, 1—fio, 58 58 58 :: 58 58 5 58 58 58 59 . IS IS 5; 58 a a 'i 'a IS 58 5 5 58 58 5 as 58 58 58 58 58 58 55 58 58 as 59 as 58 53 58 58 58 56 56 56 50 e"" Edge 1 58 58 58 58 58 55 59 58 58 57 57 57 52 58 58 58 54 54 54 49 59 5: 5: 52 52 57 47 58 58 58 49 49 49 45 58 58 58 47 47 47 43 56 56 as 45 45 45 41 St, Itf C 20 to 27 Array tneerior A111Y Edge 61 11 at 1�1 :1 a I 11 :1� 11 a, :�l :�l 61 61 61 61 11 61 11 11 61 60 11 61 11 61 11 61 61 SO 11 SO 11 11 60 57 11 61 11 61 11 11 61 57 1 6' 57 17 6' �4 1 :� 61 1 a 1 :1 61 54 61 14 63 14 61 52 61 E� 61 El 61 E1 61 11 61 51 61 51 10 :11 1 61 :1 El 61 49 61 �9 E E 49 Is 47 27 to 45 k,.y 1—d. 70 70 70 ;00 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 6 70 70 70 70 70 70 66 70 70 70 70 70 69 64 :09 70 70 70 70 57 62 67 68 68 68 68 6 Ed 65 �o,, t6p 70 70 70 69 64 69 69 69 69 69 67 62 E7 67 67 67 67 6,1 5: " 65 65 ES 65 62 56 62 62 S2 62 W 5,t 6E 61 61 61 IS 5' SS' 58 58 as 58 55 49 55 — e5 to 60 Array 1., 95 95 85 95 85 85 85 85 85 as 8 8 85 85 95 Be 94 84 8485 84 85 8 81 81 81 81 81 _62 82 8 78 78 78 78 — 78 Ed W 76 76 7: 76 76 78 79 74 7e 74 74 74 -A,,ey Edge 82 82 78 78 78 78 78 W W 75 7: 75 75 75 77 77 73 73 73 73 73 75 7: 70 70 70 70 70 73 73 68 as 68 68 68 71 71 66 66 a as 6 69 as Ed, 66414 E4 64Oto? 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'51 61 61 61 61 fit 61 1 61 61 '51 59I SI al ct 61 as 56 61 St 61 So IS as 53 61 61 61 56 56 56 51 61 '51 61 Sat 53 53 48 61 61 61 at 5k 51 46 7S,2,oyft�d" 01 AMedge 61 fil 61 56 56 56 50 61 61 61 52 52 52 49 61 fil 111 50 50 50 45 59 59 58 47 47 47 43 56 56 56 45 45 45 41 sa 53 53 43 43 41 39 51 51 51 4r 41 41, 0 _ 2U.17 Array letab A1.VJsdge 62 62 62 52 62 62 62 62 62 61 61 61 6Zi 59 62 62 Sj 62 6Z 62 62 58 62 62 52 58 58 55 62 6262 62 Q 62 62 55 62 55 :2 62 5 51 6261 62 62 62 62 62 52 62 62 52 52 61 50 62 62 62 62 62 62 61 61 61 59 49 49 49 48 62 62 61 61 62 al 59 47 58 47' 59 47 56 45 62 59 62 62 56 56 59 59 45 45 _37 56 54 45 43 Array71 tMexior 73 71 73 73 70 71 73 73 73 73 73 67 73 73, 73, 73 73 70 65 7070 70 70 70 69 63 69 68 as fia 66 65 61' 65 66, 6666 66 6-1, 59 63 64 64 E4 64 62 56 11 2-1.45 AtteyEda. 68 68 68 68 65 60 65' 65 65 55 65 61 57 61 63 63 63 63 61 54 61 tj 61 r. at fj 58 52 59 58 59 59 58 55 99 55 56 56 56 56 51 47 53 53 53 53 53 51 i 45 51 45 . 60 Alley 1.1ettar 85 as 85 as 85 85 85 6585 92 82 92 92 82 83 93 79 79, 79 79 79 80 80767676 7S 7678 79 74 74 74 74 77477676 77 7Z 72 72 72 74 14 69 fig 0 65 69 Array Edge 78 78 74 74 74 74 14 76 76 71 71 4 71 71 73 71 68 68 68 69 69 71 71 66 66 66 66 66 69 69 64 64 64 64 64 67 67 EZ 62 52 62 62 65 65 60 60 to 60 60 51 51 51 51 51 51 51 51 51 :11 S1 51 51 11 51 :,I :,I :,1 15 1 11 51 :11 :11 SE 51 I'll 51 11 Si 51 51 51 :1 51 51 51 51 51 51 51 51 51 51 53 51 53 A,t, Edge 11 11 11 51 11 1 11 I� I'll 1 1 I'll 1 1", 11�1 5� I 1 1 11 51 It 51 SS 51 51 51 It 51 5' 5' 51 Ito 20Array tnterior 54 54 5,t 54 Se 5 54 . 54 54 54 54 54 54 54 54 14 4 :4 14 14 :4 54 54 54 54 Se 54 54 54 54 54 54 54 :4 :4 54 54 5e 54 54 5 54 54 54 54 54 54 14 54 Array Edge 54 54 54 54 54 54 54 54 54 54 54 IS 54 54 54 54 4 4 4 54 54 54 54 54 5,t 5� �4 14 54 54 54 54 4 3 54 54 54 54 54 54 51 54 54 54 54 54 54 49 a 20.27 1 "w 57 7 ' :7 '; " 1 ; 57 57 57 57 57 57 57 5 5; 17 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 :77 :; 57 577 5 57 57 ,y Edge 1 57 57 1; 5 17 I 7 , 7 5; 57 57 57 57 57 5 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 1 57 57 57 27 to 45 Array ""de" klav Edge 7 1 :7 67-67 E7 _6_757 E7 67 6767 67 67 67 6_7 67 67 67 67-67 67 67 67 67 67 :; 67 :7 :,7 67 6 67 6; 67 67 67 67 67 61 67 67 67 67 67 6 67 67 67 67 67 65 67 67 67 67 67 67 67 67 67 67 67 67 67 63 67 67 67 67 67 67 67 67 67 67 67 66 61 61 67 ES 67 as %7 11 as 11 66 :�7 %7 67 Se 45.60 Array k,., Edge, 85 a, 85 as 95 85 as ., 11 :1 I a, 11 85 1 95 15 95 as 85 85 85 95 95 85 85 85 95 95 95 85 85 :5 2 :5 2 85 82 8 85 92 82 85 83 85 83 85 11 79 79 15 11, a 7 " 11 8' at 95 85 at 76 85 76 85 I6 85 16 85 76 85 78 85 78 85 74 as 74 85 74 85 74 85 74 85 76 85 Ed 76 72 83 72 " 72 83 71 a 72 0.7 All.yftelol 51 51 51 51 51 51 51'.51 51, 51 51 51 51 51 51 51 " 51 51 51 51 51 51 51 51 51 51 52 51 51 51 51 51' 51 51 51 51 51 '51 51 51 51 51 51 51 51 51 52 51 1 At. 52 1 51 51 51 51 51 51 51 51 at 51 '51 51 51 51 51 51 51 51 51 51, 51 51.. 51 51_ 50 51 51 51 51 48 49 51 Si 51 51 51 45 45 51 51 51 51 51 43 43 7"20 k,.y ft,telior A,,dVEd . 54 54 54 54 54 54 54 54 54 54 54 54 54 54r 54 54 54 54 54 54 54 54 54 54 54 54 54 52 54 54 5,4,' s 54 54 54 54 54 54 54 54 54 54 49 54 54 54 54 54 54 54 52 _59 54 54 52 52 54 47 _51 54 54 54 54 54 54 54 < 49 54 49 54 54 49 45 54 54 54 54 54 54 54 t 54 54 47 47 47 53 43 54 54 54 54 St 54 54 5a < 54 45 45 45 50 41 Array tnteeor 57 57 57 57 57 57 57 57 Si 57 57 57 57 57 57 57 57 5 57 57 57 5757 57 57 57 57 57 57 57 57 57 57 S7 57,' 57 51 57 57 57 57 S7 57 57 57 57 W 57 so w C 2DtD27 _eY Eda" 57 57 57 57 :7 57 7 57 57 57 S7' 57 17 57' 57 57, 57 57 S7 57 57 s57 57 57 57 57 57 57 U 57 57 57 54 54 54 52 57 57 57 52 52 52 51Y 57 57 57 49 49 49 47 Array totedo, 67, 67 67 67 i 67 67 67i 67 6T S7 67 67 57 67 67 0 67 67 67 67 67 67e, 67 67 67 67 66 67 6767 67 67 67 64 67 676767 67 67 6 62 67 67 67 67 67 as 60 65 27te45 A1.V ', 0 67 f7 67 67 64 67 67 a7 67 '67 67 61 67 67 6767 67 64 59 64 as 65 65 65 62 ES 62 62 62 62 62 60 54 60 , '1 61 61 61 59 51 59 58 58 59 59 55 491 55 eray I'Satex 95 85 85 85 85 85 85 85 95 95 95 95 95 95 9,5 85 84 84 84 84 94 85 95 al 31 al 91 91 R 82 78 78 79 79 79 80 80 76 76 76 76 76 78 78 74 74 74 74 74 451a60 All .Y a. 78 78 79 80 80 75 75 75 75 75 77 77 73 73 71 73 73 75 75 79 70 70 70 70 73 75 69 65 68 69 68 71 71 66 as 56 66 66 55 0 64 64 64 64 64 11�7 k' I I—d, Array Edge 54 14 14 14 14 54 14 14 :4 4 54 14 :4 5,1 4 :4 4 :4 :4 4 14 14 I, I, It It 4 14 14 5,t 54 E4 14 14 IS 54 Sa IS :4 4 14 , 4 54 :4 4 54 54 14 14 41 14 41 14 14 14 54 14 12 54 12 5,1 12 54 54 14 IS 14 14 54 41 14 41 14 41 11 42 11 42 54 Ed 14 14 14 47 54 47 14 47 49 40 49 40 7 7, Ito .20 Ir., I.e.., 1.y Edge s7 57 1 1; 1�1 5 17 51 56 56 17 K 7 57 a14 7 57 17 57 17 S2 7 12 7 17 :2 48 :7 7 17 1; 17 W 11 SO 11 1 W 45 51 57 17 57 11 11 57 47 11 51 47 47 la 4, :7 , 1�7 5 I 56 Sa 45 IS 45 IS 45 11 41 17 3 11 17 53 Is " 11 43 11 43 48 39 7 :1 57 51 :7 t 1' 41 " 41 51 41 46 I, t, 20 to 27 20's A-, 1— It., Ease 60 60 60 ED 60 60 So 60 60 W 60 60 59 60 ED 60 60 ad 60 60 58 60 58 60 6 59 55 60 60 W SO Ed SO W 55 50 55 60 60 55 53 60 SO 60 60 60 60 &D 52 60 60 52 52 60 50 60 SO SO 60 60 IS SO 49 &D 49 SO 49 5 4: 60 59 SD 59 50 59 " 47 47 47 45 'c 59 60 60 59 56 45 ` 45 Is 45 54 43 to 45 271.45 2" A,,., ".y Edge 69 IS 69 IS 69 69 68 68 69 69 65 W 69 65 69 65 69 6 5 69 65 69 63 67 57 :9 3 69 63 9 :3 69 SO 63 63 - 61 65 54 1 :9 1 :9 1 :9 61 2 6 63 5: 52 68 sa :: Es 6 58 58 68 58 65 55 61 49 65 55 da 56 66 56 66 56 66 56 63 53 1 S 47 63 53 53 53 53 6 , 53 , 53 56 45 62 51 45.60Array 4'WE, Mterior as 85 as 95 85 85 85 95 85 82 82 82 92 82 83 83 79 79 79 79 79 50 SO 7: 76 76 7: 76 78 18 74 74 74 74 7: 76 76 72 - 72 722 72 74 74 69 69 6d_S9 Array Edge 78 78 74 74 74 74 74 76 76 71 71 71 71 71 73 73 68 68 68 68 68 71 71 6 66 65 6 66 69 69 64 64 64 6 67 67 62 62 62 6 52 65 65 Ed 60 60 0 60 20 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 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E r Edge 61 61 61 50 So SO 46 S7 57 57 45 46 46 42 53 53 53 43 43 L3 39 _� 50 So 50 50 40 - - 40 ao --- 37 47 47 47 M 38 38 33 " 44 " 36 36 36 30 11 11 71 61 61 11 63 74 71 74 11 SO 7,1 I'l 71 5 58 58; 6, 67 T7 55- ss 55 52 64 64 64 51 51 51 49 62 62 62 48 48 46 D 27 A-, Edge fi7 67 55 55 53 64 fie :1 fi4 :1 51 49 Et 47 47 47 46 58 58 58 44 a� 43 54 S4 54 Q 42 42 eD 51 51 51 39 SO 39 38 Array fr1e.., 73 73 73 73 70 65 70 69 69 69 69 66 62 66 66 66 66 66 63 58 63 63 63 63 63 61 54 0 60 SO 60 57 51 57 57 57 7 1 5 5 14 41 14 71.4 =4 Array Edge 63 63 63 63 61 55 61 W W 60 W 57 51 57 56 56 56 56 53 47 111 11 52 52 SO 440 :1 49 49 49 49 4742 47 46 46 46 4E 44 3944 to 60 A,., Interior 85 85 79 79 79 79 79 81 81 75 75 7: 7: 75 7: 78 71 71 71 71 71 74 - 68 58 68 68 71 71 66 66 66 66 66 68 68 63 63 63 63 63 Array Edge 75 75 69 69 69 69 69 71 71 65 65 6 6 65 6 68 62 62 62 62 62 1 65 65 59 59 59 59 59 62 62 56 56 56 56 5E . 60 53 53 53 53 53 25 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot Landscape G,d Exposure Wind Speed 90 mph 95mph 100 mph WE _mPh - 110 oph 115 mph 120 mph Snow Load C-g,,y P-1 Angle Roof Zone V I 2e 2, 20 3e 3, V 1 2e 2, 20 3e 3, 11 1 2e 2r 2n 3e 3r 1' 1 2, 2, 2, 3, 3, V 1 2, 2, 2, 3, 3, V 1 2e 2r 20 3e 3, V 1 2, 2, 20 3e 3, Gt17 Array Intent, 81 81 81 M 81 81 81 81 81 81 81 81 81 91 81 81 81 81 81 81 81 81 91 = 81 81 81 81 81 81 81 81 $1 81 W SO 81 81 81 81 81 78 78 81 81 81 81 81 75 75 Array Edge 81 91 81 91 91 80 So 1 81 81 91 81 77 77 81 81 81 81 81 74 74 81 91 81 81 81 72 72 81 ZI 78 78 78 69 69 81 81 76 76 76 67 67 81 $1 73 73 73 65 65 Ito 20 A-y'loterw 83 83 83 83 83 83 83'.93 83 83 83 83 $3 83 83 83 83 93 83 83 82 83 83 83 83 83 83 79 83 93 83 82 82 82 77 83 83 83 79 79 79 74 83 83 83 77 77 77 72 Aw.yEdg,, 83 93 83 &Z 82 82 77 83 83 83 79 79 79 74 83 83 93 76 76 76 71 83 83 83 73 73 73 69 82 82 82 11 71 71 67 79 79 79 64 69 69 65 77 77 77 67 67 67 63 20.27 Array lntenor as 95 85 85 85 95 85 85 85 85 85 85 85 85 85 85 85 85 95 35 95 85 85 85 85 85 85 85 85 85 85 85 95 85 85 85 85 95 85 85 85 82 85 95 85 92 92 92 80 ArrayEdge 95 85 95 85 85 85 85 85 85 85 84 84 84 82 85 85 85 81 91 81 79 85 85 85 78 78 79 76 85 85 85 76 76 76 74 85 85 85 73 73 73 71 SS 85 95 71 71 71 69 27.45 A v 'dooio, 99 N 99 99 99 99 99 99 99 99 99 99 96 99 99 99 99 99 99 93 99 99 99 99 99 97 90 97 98 98 99 98 94 87 94 95 95 95 95 91 84 91 92 92 92 92 Es 92 89 - A-' Edge 98 98 98 98 94 87 94 W 94 94 94 90 83 W 90 SO 9010 87 80 97 87 87 97 87 84 78 84 84 84 84 84 91 75 91 82 82 82 82 79 73 79 79 79 79 79 77 71 77 45.60 Mrov Mow 101 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 1,07 106 106 106 106 106 107 IN 103 103 103 103 103 104 104 IN too IN IN, mo A VEd,. 107 107 106 106 106 106 106 106 106 102 101 102 102 102 103 103 28 28 99 29 29 100 Iw 9S 2' 25 25 95 97 97 92 92 92 92 92 95 95 99 99 89 89 89 92 92 86 86 86 36 86 Oto 7 ( A Interior 81 81 at at 81 81y 81 81 81 81 81 81 79 79 81 81 81 81 81 76 76 81 81 Et gI E, , 73 81 81 N 30 80 71 71 81 81 77 77 77 69 69 91 81 75 75 75 67 67 ArrayEdge 91 81 90 80 80 71 71 81 81 77 77 77 68 68 81 81 74 74 74 66 66 81 80 72 72 72 64 6A 91 77 69 69 69 62 62 81 75 67 67 67 60 60 81 72 65 65 65 57 57 Ito 20 Array lo-id, 83 83 83 83 " 83 78 ' El El El 81 El 71 E3 E3 83 78 78 Is 13 E3 E3 El 75 71 75 70 El 83 71 73 73 E. .1 1 81 70 70 70 7: 7: 7: 68 68 64 ArrayEdge E3 E3 83 71 71 71 68 81 81 81 70 70 70 66 78 78 79 67 67 67 63 75 75 75 65 65 65 61 73 73 73 63 63 63 59 70 70 70 61 61 61 56 6 6 6 59 59 59 54 30 pof C 20 to 27 It-, 1-6., 8' 85 85 . .. . . 85 85 85 8' 3' ' 84 1 :: 13 :1 11 gl 8172 gl g El EO Ed E. 78 El 77 77 77 7S E5 El ES 71 15 71 73 El 85 M 13 71 73 71 Edge 85 77 77 77 71 74 74 74 7 E: 72 70 83 83 83 69 69 69 68 80 0 80 67 67 67 65 78 78 78 65 65 65 63 76 76 76 63 63 63 62 27 to 45 Array 1-6., 99 99 99 99 96 89 96 96 96 96 96 93 869393 93 93 93 89 82 89 SO N 90 90 86 90 86 87 87 87 87 83 77 93 - 84 91 Ed 81 71 11 11 11 11 11 71 13 71 A V Edg. 86 86 86 86 83 77 83 83 83 83 83 W 74 80 80 80 SO 80 77 72 77 78 78 78 78 75 69 75 75 75 75 75 72 67 72 73 73 73 70 E, 70 71 71 71 71 a 3 68 - 45 .60 Alloy Interior 101 107 101 107 107 107 101 107 101 104 1. 104 104 104 105 105 101 101 101 101 101 102 102 97 97 97 97 97 99 99 94 94 94 94 94 _73 97 97 91 91 91 91 91 94 94 88 88 88 88 88 ArrayEdge 99 99 tot 94 94 94 94 96 96 90 90 90 90 90 93 93 87 87 87 97 97 90 90 84 84 84 . . 88 88 W 82 82 92 82 86 86 79 79 79 79 79 93 83 77 77 77 77 77 Ot.7 Array 1-i., 82 82 82 82 82 77 " 11 :�l 12 92 82 74 74 :2 82 91 81 82 72 72 82 82 78 78 78 69 69 82 82 75 75 75 67 67 82 81 73 73 73 65 65 92 79 71 71 71 63 63 ArrayEdge 82 82 75 7 " E7 67 Ez 72 72 72 64 64 2 78 70 70 M 62 62 92 7S 67 67 67 60 W 82 73 65 65 65 57 57 82 70 65 63 63 55 55 82 68 61 61 61 53 53 7 to 20 Array lo-i., SS 95 95 79 79 79 74 85 85 85 76 76 i76 71 85 85 95 73 73 73 69 82 82 82 72 71 71 66 79 79 79 69 69 69 64 77 77 77 66 66 66 62 74 74 74 64 64 64 61 Array Edge 79 79 79 68 68 68 64 76 76 76 66 66 66 62 73 75 73 &1 64 64 60 71 71 72 61 61 61 57 69 69 68 59 59 59 54 66 66 66 ST 57 57 52 64 64 64 54 54 54 49 0 20 to 27 Array lntenor 87 87 87 84 84 84 82 97 87 97 81 81 91 79 87 81 78 78 78 76 87 87 87 7 75 75 73 87 87 87 73 73 73 71 95 85 95 71 71 71 69 82 82 82 69 69 69 67 A1.V Edge 87 8 87 73 7-3- 73 71 M 84 84 70 70 70 6891 81 :71 68 69 68 66 78 7$ 79 65 65 65 64 >76 76 76 63 63 63 62 73 73 73 61 61 62 0 71 71 71 0 60 60 57 27.45 Array interior 94 94 94 94 91 84 91 91 91 91 91 87 81 87 87 87 87 87 84, 78 84 84 84 84 84 81 75 91 82 82 82 82 79 73 79 79 79 79 79 76 70 76 77 77 77 7774 68 74 All" folp 81 91 81 91 78 73 18 78 78 73 79 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 65 70 71 71 71 71 68 63 65 69, 69 65, 59 66 61 fig 67 67 67 U 64 59 64 45 to W Array loodriof 107 107 102 102 102 102 192 103 103 98' 99 98 99 98 IN 100 95 95 95 95 95 97 0 92 92 92 92 92 9S 95 89 89 89 0 89 92 >92 86 86 86 86 86 90 90 83 83 93 83 83 ArrayEdge 94 94 89 89 88 99 88 91 91 85 85 85 85 85 89 89 92 82 82 82 82 86 86 79 79 79 79 79 63 81 Z7 7Z Z7 ZZ 77 "1 75 75 75 75 79 79 72 72 72 72 72 0 to 7 'To � "o' ;,I ;: 79 79 ;: 71 ;: ;: 7,9 7: 791 71 11 71 1 ;g 1 ;9 ;� 7: ;: 79 1 ;� 7�1 1 ;: ;� 79 1 7 is , " 79 7: 7 R 7 ;: 78 78 ;96 ;39 ;39 79 7: 7' ArrayEdge 7� 79 7 ?9 79 7 7 7 7 " 77 9 4 7 79 7 79 79 7: 78 79 69 69 a 7 7: 796 67 67 73 d g 5 Ito 20 Array rid, :1 : 1 8' 1 1 2 :1 " :1 I :1 " E' E' g' 8' 81 :'1 81 1 g :1 El El EI EI El EI 81 81 81 71 El E1 t I I 1 77 81 81 1 79 79 79 74 1 81 81 71 71 77 R A y1otogo 1 77 . El 79 11 79 14 76 76 76 71 81 81 81 73 73 73 69 91 91 81 71 71 71 67 79 79 79 69 69 69 65 77 77 77 67 67 67 8 20.27 A,,., lolod., 82 82 92 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 92 82 82 82 82 82 82 82 11 12 :2, :,1 :1 81 12g 11 12 :21 :�l :�l 12, 132 E2 . E2 U E2 E2 U E2 _63 .. ArrayEdge 82 82 82 82 82 82 82 82 82 82 82 82 92 82 82 82 82 81 91 81 79 82 82 82 78 78 78 76 76 7 7E 74 7 7 7 3 71 82 82 82 71_ 71 71 69 27 to 45 Array to.d., 97 97 97 97 97 97 97 97 97 97 97 97 96 97 97 97 11 :.1 :; 13 1 17 17 17 17 11 90 7 :4 97 7 :4 :7 7 :4 94 E7 14 9' :'� :'1 .. . . 92 92 92 92 Ed E2 S. Array Edp 97 97 97 97 94 87 94 94 94 94 '4 . E3 1. . g� N 80 87 87 87 87 87 U 7 a 4 81 75 g, 82 82 79 73 79 79 79 79 79 77 71 77 45 to 60 Array lotorm, 107 10; 107 107 107 107 107 107 10 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 106 106 106 106 106 107 107 103 IN 103 103 103 104 104 100 100 IN IN IN ArrayEdge 107 10 106 106 106 106 106 106 106 102 102 102 102 102 103 103 98 98 98 98 98 IN 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 9 89 89 89 89 92 92 86 96 96 86 96 0Arrayft A,,lot�, 79 79 7 79 79 79 79 79 79 7979 79 79 79 79 79 79 79 79 76 76 79 79 79 79 79 73 73 79 79 79 7 79 71 1 4 777$ 77 77 69 69 7979 75 75 75 67 67 Array Up 79 79 79 79 79 71 71 79 79 77 77 77 68 68 79 = 79 74 74 74 66 66 79 79 72 72 72 64 64 79 77 69 69 69 62 62 79 75 67 67 67 60 60 79 72 65 65 65 57 57 7. 20 .Array fated. 91 81 81 81 81 &1 79 91 82 81 81 9181 76 81 81 81 79 78 78 73, 91, 91, 81 75 75 75 79 81 91 &1 73 73 73 68 81 81 91 70 70 70 66 79 79 79 ES 69 6s Array Edge 91 81 91 73 73 7368 81 81 81 70 70" 70 66 78 78 78 67 67 67 H 75 75 7$ 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 35 psf C 20.27 Array 1,tedd, 82 82 82 82 82 82 82 U 8 82 82 82 K 92 82 82 92 82 82 82 81 82 82 82, 90 90 :0 79 82 92 82 77 77 77 75 32 &2 82 75, 75 75 73 92 82 82 71 73 73 71 - Array E�L. 8Z 82 82 77 77 7 77 75 82 2 92 74 74 74 72 82 92 92 72 72 72 70. $2 82 02 69 69 9 ES 80 N ED 67 67 67 65 78 79 78 65 65 65 63 16 76 76 63 63 63 62 27 to 45 Auay kWldr 97 97 97 97 96 85 96 96 96 96, 96 93 86 91 :3 93 93 - " E' - 90 90 90 9 aG 90 96 97 87 97 97 83 77 83 84 84 84 84 81 75 81 81 81 81 81 78 73 18 Ar 1.1,, 11 11 11 11 11 77 11 13 83 74 El 80 W 77 72 77 79 79 7 8 79 7S 69 75 75 75 75 75 7Z 67 72 73 73 73 73 70 65 70 71 71 71 71 H 63 68 45 to 611 AWZ, 'd 'to, 107 107 107 IV 107 107 M7 107 107 1U 104 104 i104 104 105 105 101 201 101 101 101 102 IU 97 97 97 97 97 99 99 94 94 94 94 94 97 97 91 sl 91 91 91 W 94 88 38 88 98 88 ArrayEdge 99 0 94 94 94 94 94 N" 2 0 1 9 90 90 W 91 93 V V 97 87 97 90 N' Ed 94 94 88 88 82 Eo 82 82 . . 86 79 79 79 79 93 83 77 7 77 77 O'o7 -y lot,rw 81 81 81 91 81 77 77 81 81 81 :01 81 74 74 81 81 91 81 91 72 7, 71 6' :'1 '1 75 71 11 17 6 11 11 73 73 7: 11 11, :11 11 1 11 11 El E3 ArrayEdge 81 81 75_ 75 75 67 67 81 81 72 72 72 64 64 81 78 70 70 70 62 E, 75 E7 E, E7 ED E. 73 E5 . E, 57 57 81 '0 63 Es E " , 68 61 61 61 53 53 71.20 A-, Interior 12 " 81 79 7: 1: 71 12d 126 12 76 71 7: 11 1�2 12 12 13 71 71 El 82 82 92 71 71 71 676 7 7 7: 6 6: :8 64 77 77 77 66 66 66 62 74 14 74 64 . 61 - - ArrayEdge79 79 79 . E E 64 7 , 76 66 66 E 62 73 73 64 64 6,t W 71 71 71 61 61 61 5 6: 6: 6 5: 5 9 54 66 66 66 57 57 57 52 64 64 64 5,4 54 54 49 D 201.27 Array lo.d., 84 84 84 84 84 82 84 84 8A 81 81 7: 7: :4� 7: 8 76 84 84 84 75 75 7 73 84 84 8 73 73 73 71 E4 84 84 71 71 711 69 8 82 82 69 69 69 67 ArrayEdge 84 84 84 73 73 73 71 84 34 84 70 70 70 E 81 81 E 68 66 78 78 78 65 65 6: U 76 76 76 63 63 63 62 73 73 73 61 61 6 6 0 71 71 71 Ed 60 60 SJ 27 to 45 Array Interior 94 94 94 94 91 84 9' 91 " " " 87 7 81 8 8787 87 7 8 M 78 "' 84 Ed 84 84 81 75 81 82 82 92 82 79 73 79 79 7: 7: 79 76 70 76 7 7; 7; 58 74 ArrayEdge 81 91 81 81 78 73 78_ 78 7. 79 78 76 10 75 Ig 76 7E 7,5 73 67 73 73 73 73 73 70 65 70 71 71 71 71 68 63 68 69 6 6 Es 66 E1 66 E7 6; 6 E 5974 E4 E4 45 to 60 Array Interior 107 107 102 102 102 102 102 103 103 98 98 98 98 98 1W . ... 100 ...... . ..... ... ... 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 86 86 86 SO 90 83 83 83 83 93 ArrayEdge 94 94 88 88 88 88 88 91 91 95 85 85 85 95 89 89 92 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 0207 Asraylntehtr76, 76 76 76 76 76 715 -76 76 jg 76 76 76 76 76 76 76 76 76 76 76 76 16 36; 76 76 76 76 76 76 76 76 76 76 76 76 16 76 76 76 76 76 7676 76 16 76 75 75 76 76 76 76 76 76 76 76 76' 76' 7676 176 16 76 76 , 76 76 76 74, 74 76 76 16 76 76 72 72 76 76 76 76 76 59 69 76 76 76, 76 M 67 67 M 76, 73 73 73 65 65 Array 17,erlv, 78 79 78 78 78 78 78 78 78 78, , 79 79 79 78 70 7E78 , 73 79 79 78, 79 78 79 78 78 79 78 78 78 78 78 79 77 7 79 78 78 78 78 74 79 78 78, 77 77 77 72 yAV E g. 78 78 78 78 78 78 , 77 79 '�a 79 77878 79 74 78 79 78 76 76 76 71 '78 79 78 73 73 73 69 79 78 78 71 71 71 67 78 78 78 '69 69 69 65 77 77 77 67 6 7 67 63 20 . 2780 Aorail-ft, 80 So SO go go go, W 80 go �'80' gG 80 80 80 So So so so so so 80 so so ED so 80 80N go sp so, 80 so 80 go so 80 80 80 80 so Eg so 80 80 80 80 - A,t&d :0 go 0 80 80 90 80 86 90 80 80 80 W 80 80 W W 80 W 80 W 79 80 90 80 78 78 78 76 80 80 80 76 76 76 74 80 BD' 80 -8 73 73 71 W 80 W 71 71 71 69 V to 45 A- IgWj,, 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 93 94 94 94 94 M 94 90 94 94 94 94 94 94 97 94 94 94 94 94 91 Ed 91 92 92 92 92 88 82 n Array Edge., 94 94 94 94 =94 97 94 94 54' 94 94 90 83 90 90 90 90 90 " 80 87 V 87 U 87 E4 78 84 84 84 84 " ' 81 75 81 82 82 82 82 79 73 79 79 79 79 79 77 71 " 45 to 5P Array foft, 107 107, 107 10 107 107 107 107 107' 107' 107 107 107 107 107 107 107 107 1017 107 107 107 107 107 107 107 107 107 107 107 106 106 106 106 106 107: 107 203 1103 103 103M 104' 104 100 100 100 100 100 k-Y Edge' 107 107 106 106 166 106 106 106 106 JOZ 102 102 10,2 102 103 103 98 98 98 9899 100 IW 95 95 95 95 95 97 97 92 92 92 92 917 95 95 89 89 89 89 82 92 22 11 11 46 86 86 OW Array Interior 71 76 71 71 7' 7' 76 76 76 76 76 76 76 76 76 76 76 76 76 7: 1 71 Ig M 16 76 13 73 76 76 76 76 76 71 71 7E 76 76 M M EE EE 76 76 35 75 75 67 67 A y Edg. 76 76 76 76 76 11 11 7E 76 76 76 76 68 68 76 76 74 74 74 6 66 76 76 72 72 72 64 64 76 76 69 69 69 62 62 76 75 67 67 67 60 0 76 72 65 65 65 57 57 7.20 Array NdOw 78 78 78 78 78 78 78 79 78 78 78 78 78 76 ;8 79 79 78 78 78 73 78 78 79 75 75 75 70 78 78 78 733 73 73 ;8 78 78 70 70 70 66 78 7: 78 :8 6 :: 64 ArrayEdge 78 78 78 73 73 73 68 78 78 78 70 70 70 66 8 78 71 67 67 67 63 75 75 75 65 65 65 61 73 73 7 3 6 63 63 59 0 7 0 7 61 0 6, 61 56 68 69 9 ': 54 40 pf C 20 to 27 'y I.tdft' Ed 80 M 80 " 80 0 8 ' go Ed go E. . So 80 80 go 80 W 80 W So 80 Ed 80 .. W 80 78 Ed 8 W 77 77 77 75 go Ed Ed 75 75 7: 73 80 11 1�1 71 73 11 7�1 A y Edg, BD 80 80 77 71 77 75 80 80 74 74 74 72 80 so N 72 72 72 70 W so 69 69 69 68 80 80 80 67 67 67 65 78 78 79 55 65 6 63 76 7E 7 E3 . E3 E 27.45 Array $,toft, 94 94 94 :4 89 4 :3 94 94 4 :3 94 93 8 93 93 93 93 93 99 92 99 90 90 90 86 90 96 87 87 9 87 83 77 83 8,t 84 84 84 81 75 81 1 91 81 81 81 78 73 78 Array Edge 86 86 :4 6 86 3 77 83 83 83 80 74 W 80 80 80 80 77 72 77 78 78 18 18 75 69 15 75 75 75 75 72 67 72 73 73 73 71 72 11 71 11 71 Zil Zil 63 68 0 451. Interior l,,i,, 107 107 107 107 107 _ 107 107 107 . . . 107 114 104 104 104 104 105 105 tot 101 101 tol lot TOT III- 7 17 - - 11 97 7 94 94 94 17 17 91 1 91 5' 9494 g g 8868 Eg 88 ArrayEdge 99 99 94 94 94 94 96 96 90 SO 90 90 90 93 93 87 87 87 87.1. .7 90 4 84 4 84 84 88 24 82 :1 2 82 82 86 86 79 79 79 79 79 83 83 77 77 77 77 77 0.7 Ayfd#ed 78 78 _94 78 78 78 77 7 78 78 7Z 79 7 74 74 78 78 78 78 72 72 ;a 78 78, 78 78 78 69� 69 78 78 75 75 75 67 67 78 78 73 73 73 65 65 78 78 71 71 7 63 63 AyEdg. & 78 75 75 75 6 7 6; 7 8 78 7'2 64 64 78 79 70 0 7 0 62 62 79 75 g7 67 67 0 1 7 8 7 3 65 65 '65 57 57 4 701 63 6 SS 1 5S 78 gs 61 61 sl 53 Ito 20 Anoty Wei. 80 W 79 71t 79 74 80 80 80 76 76 76 71, ED W W 73 73 73 69 W 80 90 71 71 71 66 79 79 75 68 68 68 Ed 77 77 77 66 66 66 62 74 74 74 Ed 64 :4 61 �,iyelgd 79 9 79 68 6& 68 64 7 6 76 76 66 66 66 62 73 73 73 G,t 64 " 60 71 71 71 61 rl 61 57 L8 68 69 S9 59 59 54 66 66 66 57 57 57 52 64 64 5,t 54 4 49 1 D 20.27 A-yinterior 82 92 :2 82 8 1 92 8 82 82 82 81 91 81 79 82 82 82 Tg 78 7 8 76 a 82 82 a 75 7 75 73 82 82 82 73 73 73 7 82 92 K 71 71 71 69 82 32 82 69 :9 69 67 A� Efto 82 82 2 73 �3 73 71 8Z 87 8Z 70 70 70 68 81 81 81 6$ 68 68 66 78 78 7 65 65 65 64 76 76 76 63, 63 63 62 73 73 73 61 61 61 60 71 71 71 0_ 60 57 45 Array lodedOr 94 94 94, 94 91 84 91< 91 91 91, 91 87 81 87 97 87 87 87 84 78 84 &4 84 N 84 91 75 V. 82 82 82 82 79 73 75 79 79 79 79 < 76 70 76 77 77 P 77 74 68 74 �27 W ArrayEdge 91 81 81 81 78 73 78 79 78 7a 78 76 70 76 76 745 76 76 73 67 7364 73 73:" 73 73 70 65 70 71 71 71 71 68 63 63 69 0 69 '69 66 61 66 67 67 0 67 64 59 45 to 60 Ao.yidtord, 107 107 102 102 102 102 2021 103 103 1 95 95 :25 95 97 97 92 92 9 92 92 95 95 89 89 8989 89 92 92 8686 86 86 8 � 90 13 8' 83 83, �'.y Edg. 94 94 88 88 88 89 88 91 51 1 82 82 92 86 86 79 79 75 79 79 83 93 77 77 77 77 81 81 75 75 75 75 7: 71 71 72 72 7272 26 of 31 Maximum Rail Spans (inches) ClickF!t Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- Landscape Ground Expowre Wind li�2d; 130 ,,ph 140 ph 150 -.ph _160m_ph 170 ph M oroh Snow Load Category Panel Angle Roof 1 11 3 2e 2, 2, 3, ar 11 1 2e 2, 2n 3e 3, 1. 1 2e 2, 2n 3e 3, 11 1 2e 2, 2n So 3, 1' I 2e 2, 2, 3e 3, 1' 2e 2, 2a So 3, at. 7 Array 1-to, 91 81 80 W 80 71 71 91 81 76 76 76 68 69 81 Sa 72 72 72 64 64 91 77 e 69 69 62 62 81 74 66 66 66 59 59 1 71 64 64 64 55 55 Army Edge 81 77 69 69 69 62 62 V 73 66 66 66 59 58 91 70 63 63 63 54 54 91 67 60 60 W SI S1 W 64 56 56 56 AS AS 77 11 53 53 53 45 45 Ito 20 = 11 11 g3 13 73 73 69 90 80 80 6S, 69 69 65 76 76 76 65 66 66 62 72 72 72 63 63 AS 5969 69 69 60 60 60 55 67 67 67 57 57 5T 52 73 75 73 63 63 63 55 69 69 69 60 60 60 55 66 66 66 56 56 56 51 63 63 63 52 52 52 48 60 W w 49 409 49 4S 57 57 57 46 46 46 42 Arrayloterior 85 85 85 77 77 Tr 75 95 85 85 74 74 74 7Z 84 84 94 70 70 70, 69 W W W 67 67 67 65 77 77 77 14 14 64 63 74 74 74 52 62 62 W 3 20.27 A,,W Edge W ED ZG 67 67 67 65 745 76'.76 M 64 64 62 73 73 73 61 62 61 59 69 0 69 57 57 57 .55 67 67 67 54 54 54 52 64 Eg 64 51 SI 51 49 27.45 Allay toted., 97 97 P 87 83 77 93 82 82 92 82 79 73 79 79 78 78 79 75 70 75 75 75 75 75 72 67 72 72 7Z 72 72 69 64 69 69 69 69 69 67 62 67 Alley Edge 75 75 75 75 72 67 72 71 71 71 71 69 64 691 68 69 69 > as 66 fil 66 65 65 65 65 63 57 63 62 62 62 62 ED 54 60 so 60 60 60 W 51 57 45,.60 =r 100 100 94 94 94 94 94 95 45 89 89 89 89 99 91 91 85 85 85 85 85 99 88 82 91 81 81 81 84 84 79 78 79 78 91 75 75 75 75 75 38 88 az '82 82 82 82 84 94 79 79 78 79 78 80 80 74 74 74 74 74 77 T7 71 71 71 71 71 74 74 68 69 68 68 69 71 71 65 65 65 65 65 0 to 7 A"a"r-ol 81 79 71 71 71 13 11 1 Al E7 61 Ed SO 816471 It Ed ee 56 16 gI E. ol 61 61 52 52 81 65 58 58 59 4 49 79 63 55 55 55 47 47 A,,r, Edge 81 EA 6, E, E2 3 3 81 65 58 58 58 49 49 77 62 54 54 54 46 46 74 so 10 50 43 43 71 11 47 47 47 40 40 68 52 45 45 45 38 8 Ito 20 Arraylnterior 74 74 74 65 65 65 61 7 71 71 61 61 El 57 67 67 67 58 58 58 53 _59 64 64 64 54 54 54 49 62 62 62 51 51 51 46 59 59 59 48 48 48 44 Array Edge 65 65 65 55 55 55 So 61 61 61 51 31 51 46 58 58 58 47 47 47 43 54 54 54 " 44 44 40 51 51 51 41 41 41 38 48 48 48 39 39 39 35 30 of C 20 w 27 � A,.y 1-w Edge 92 92 71 82 71 69 ED 69 69 67 So W 58 78 68 79 68 78 65 68 55 65 65 555 SS___ 64 53 74 65 74 65 74 65 62 52 62 52 62 61 52 50 71 71 62 62 71 EZ So 48 So SO 57 48 ad 46 68 59 68 59 68 59 56 45 56 45 56 54 45 14 66 56 66 56 66 56 53 43 53 43 S' 51A,,a, 43 41 27Array interior _71 77 77 77 77 74 69 74 73 73 73 73 70 65 70 70 70 7a 70 67 62 67 67 57 57 67 Ea 59 64 64 64 64 - 62 56 62 61 61 61 61 59 53 59 ,a, Edge 67 67 67 67 64 ED 64 64 So 64 64 61 55 61 61 61 61 61 58 52 58 57 57 57 57 AS 54 54 54 54 SA 51 4551 51 51 51 SI 48 43 48 45 to ED A"a'-h., 90 90 84 Ed 84 Be 84 W 86 79 79 79 79 79 82 92 76 76 76 76 16 79 79 72 72 72 72 72 75 75 69 69 69 69 69 73 73 61 67 67 67 67 Array Edge 79 79 73 73 73 73 73 75 5 69 69 69 69 69 72 72 66 66 66 66 66 68 68 63 63 63 63 63 66 66 60 W W W 63 63 63 57 57 57 57 57 0 to 7 I A=,, 82 74 6 67 67 60 W 82 71 64 64 64 55 55 82 67 61 61 61 57.51 80 :64 5 57 57 48 48 7 62 54 54 54 45 45 74 59 51 51 51 43 43 81 65 57 57 57 48 49 77 61 53 53 53 45 45 73 Sa 49 49 49 42 42 70 54 46 46= 46 39 39 67 51 44 44 44 37 37 64 48 41 41 41 54 N 7U,20 Arody Interior 70< 70 70 61 61 61 56 67 67 67 57 57 57 52 64 64 64 53 53 53 48 11 61 61 50 50 50 45 58 59 iSS 47 47 47 0 54 54 54 44 44 44 40 Aray Edge 451 61 fil 50 50 50 " 57 57 57 46 46 46 41 53 $3 53 43 43 43 91 SO 50 50 40 40 40 37 47 47 47 39 39 38 33 44 44 44 36 36 36 30 0 20W27 A-Vooer. 78 79 78 SS 65 65 63 74 74 74 62 62 62 60 70 7070 58 59 58 56 67 67 67 55 55 55 52 64 64 64 51 51 49 62 61 6251 49 48 49 46 Ao'-Y Edge 67 67 67 55 55 55 53 64 64 64 51 51 51 49 $1 61 61 47 47 47 46 59 59 58 44 44 44 43 54 54 54 42 42 42 40 51 51 51 Is 35 39 34 27.45, Aoayfttadr 73 73 71 73 70 65 70 69 69 69 69 66 152 615 66 fiar 66 66 61 58 63 63 63 63 63 61 S4 61 60 60 60 60 57 51 57 51 57 57 57 54 48 5,t I ArWLdff 63:.63 63 63 61 55 rj 60 SO W W 57 51 57 i56 56 56 56 53 47 5.1 52 52 52 52 50 44 50 49 0 r49 49 41 42 47 4S, 46 46 46 44 39 44 4St.60 AaayJaoedo, $5, 95 n 79 79 79 79 91 81 75 75 75 75 75 <78 78 71 71 71 71 71 74 74 W 68 69 68 68 71 71 66 66 66 66 66 69 69 63 63 63 63 11 Array E 75 TS as 69 69 69, 0 71 71 65 65 65 0 SS 68 0 6 62 62 ' 'Z SZ 65 59 59 59 SS 59 62 62 56 56 56 56 56 60 60 53 53 53 53 53 0.7 Allay I'tt, 79 79 79 79 79 71 71 79 76 76 76 69 68 79 79 72 72 7' Sa 64' 77 69 69 11 69 11 79 74 AS I 6656 5 5 71 71 EA 64 Se 555 Array Edge 79 77 69 69 69 62 62 79 73 66 66 66 58 58 79 70 63 63 61 54 54 1 67 60 0 W51 51 79 64 56 ': 4: 48 77 61 53 53 S3 41 45 71.20 All., toted, 81 81 81 73 73 73 68 W W Ed 69 69 69 65 76 76 76 66 66 66 62 72 72 72 63 63 63 59 69 69 69 60 ED 60 55 67 67 67 57 57 57 52 Array Edge 73 73 73 63 63 63 59 69 69 69 60 60 60 55 66 66 66 56 56 56 51 63 63 63 52 52 52 48 SO 60 W 49 49 49 45 57 57 57 46 46 46 42 a 20.27 Allay Iteriol 82 82 82 77 77 77 75 82 82 82 74 74 74 72 82 82 82 70 11 71 11 11 :0 I 11 7 a 71 17 11 64 64 64 o3 74 14 74 6211 62 60 Array ,ay Edge 80 80 61 67 67 65 76 76 76 64 E4 64 62 73 73 73 El E, E, 59 69 9 � 57_, 57 55 67 67 67 54 54 54 52 64 64 So 51 51 51 49 27 to 45 Arraylnterior Edge 87 75 87 75 87 75 87 75 83 77 93 72 67 72 82 71 82 71 82 82 71 71 79 73 Se 64 79 69 78 68 7: 6 78 68 78 68 75 66 70 75 61 66 7 75 65 65 75 65 75 65 72 67 72 63 57 63 72 62 72 62 72 62 72 62 0 60 64 69 54 60 69 SO 69 W 69 SO 69 SO 67 57 62 67Arr.Y 51 57 41 to SO Arraylnterior Allay Edge IM N 100 BE 94 92 54 82 94 94 94 82 82 82 95 84 95 Ea 89 89 78 78 39 99 78 78 99 78 91 W 91 W 85 74 85 74 85 74 85 85 74 74 88 88 77 77 81 71 81 71 81 81 81 71 71 71 64 74 84 74 78 68 78 68 78 68 78 78 E8 68 81 71 81 71 75 65 75 65 75 65 75 75 65 65 ot.7 Aoorthoo- 79 79 71 71 71 63 63 79 7r 67 67 67 0 60 711 71 64 64 Se 56 56 79 68 61 Ej 61 52 52 79 S5 59 59 59 49 49 7& 63 . " 5547 47 tyiay Edge 79 Say " 62 62 62 53 53 79 fi$ 59 SR 59 45 45 77 62 S4 54 54 45 46 74 5% SO 50 So 43 43 71 55 47 47 47, 40 40 68 52 45 45 45 39 38 Aloryinteo- 74 74 74 65 65 65 61 71 71 71 fil 61 61 57 457 67 67 59 59 58 53 64 s64 S4 54 54 54 49 62 aZ 62 51 SI 51 46 Sal 59 59 48 48 48 44 "Ay Edge 65 65 65 5S 55 55 50 61 61F fit 51 51 51 46 58 58 59 47 47 47 43 54 454 54 44 44 44 40 51 52 SI 41 41 41 48 As A& 39 39 39 35 od c 20 to 27 A' 42 82 82 69 0 69 67 79 79 78 65 65 6-1 64 74 74 74 62 62 62 61 71 71 7 60 60 60 57 68 68 68 56 56 56 54 66 66 AS 53 53 53 51 A(iay Edge. _ _71 71 71 0 60 60 58 6$ 68 68 55 55 55 53 155 65 65 52 52 57, $0 62 62 62 48 48 AS 46 59 59 59 43 45 45 44 50 56 56 43 43 43 41 27 to 45 Arra,lderfar 77i 77 77 77 74 69 74 75 73 73 73 70 65 70 79 70 ' 7D 70 67 52 67 67 67 67 67 64 59 64 64 64 64 64 62 56 62 61 :61 61 Pt 59 53 55 Lr2 Edge, 67 6767 67 64 60 64 64 61 5551 12 El 61 ill 52 59 57 57 57 57 54 48 54 54 54 54 54 51 45 51 SI 51 51 51 49 41 48 45 A as Ar,_111", Avzy Edge 90 71 90 79 94 71 84 84 73 73 84 94 73 73 86 75 $6, 75 74 79 79 0 69 ER , 79, 0 75 69 32 82 7Z ,58 76 76 76 66 66 66 76 76 66 66 79 79 69 69 72 63 72 63 72 72 72 E3 61 63 75 66 75, 66 69 W 69� $0 65 W 69 69 60 W 73 63 n 63 I 7 i67 57 57 67 67 57 57 67 57 A— Mterior 81 74 67 67 67 So SO 81 71 64 64 64 55 55 _72 81 67 61 61 61 51 51 N 64 57 57 57 AS AS 77 62 54 54 54 45 45 74 59 51 51 51 43 43 Allay Edge 81 65 57 57 57 0 48 77 61 53 53 53 45 45 73 58 49 49 49 42 42 70 54 46 46 46 9 39 67 51 44 44 44 37 37 64 As 41 41 41 34 34 71.20 -Y 11terio, 70 70 70 61 61 61 56 67 57 67 57 57 57 52 64 64 64 53 53 53 48 61 61 61 50 SO 50 45 58 58 58 47 47 47 43 54 54 So . . 44 4D Array Edge 61 61 61 50 SO 50 46 57 57 57 46 45 46 42 53 53 53 43 43 43 39 50 50 50 . 40 aO 37 47 47 47 38 38 38 33 44 44 44 36 36 So 30 D 20 to 27 A-Y 1-hol 78 78 78 65 65 65 63 74 74 74 62 62 62 0 70 70 70 58 58 58 56 67 67 67 55 55 55 52 64 64 64 51 51 51 49 62 62 62 48 48 48 46 A,— Edge 67 67 67 55 55 55 53 64 64 64 51 51 SI 49 61 61 61 47 47 47 46 59 58 58 44 44 44 43 54 54 54 42 42 42 40 51 51 51 39 39 39 38 27 to 45 A,.V 1-d" 71 " 13 7' 70 65 70 69 69 :9 69 66 62 66 66 66 6 :: 11 11 133 :�I :�I 13 1�1 11 144 61 61 SO ED la 5 51 17 17 17 17 17 14 . 14 Array Edge E3 a, E3 61 55 61 60 0 0 W 57 51 57 Sa So ': 3 47 S 2 , SO 4 50 49 49 49 49 47 42 47 46 46 46 46 44 39 44 45,. GO Allay interior 85 85 79 79 79 79 79 81 91 75 75 75 75 75 78 78 71 71 71 71 71 74 74 68 As 68 68 68 71 71 AS So 66 As 66 68 68 63 63 63 63 0 Allay Edge 75 75 0 69 69 69 69 71 71 65 65 65 65 65 68 68 62 62 62 62 62 65 65 59 59 59 59 S9 62 62 56 56 56 56 56 60 60 53 53 53 53 53 ta l Amy boehito 76 76 76 76 76 71 71 76 7r 76 7s 76 ss so is 7s, 72:.72 72 64 64 76 76 155 69 69 62 62 76 74 65 156 66 W SS 76 n a& 64 64 55 < 55 AWEO&- la 76 69 69 69 62 52 79 '4 66 66 66 58 $g 76 70 63 6$ 63 54 54 76 '67 W 60 66 51 51 76 64 Sa Ea 56,i 4& 48 16 51 Sg 53 53 AS 45 71.20 �"y kroarw 79 78 7& TI 73 7,1 fig '78 78 78 SE 59 Ear , 65 70 76 76 as 66 66 62 72 72 72 63 63 63 S9 69 69 69 ED W W '55 Sol 67 67 57 57 57 52 AlEdge 73 75 71 65 61 63 59 69 V9 W 0 W SO 55 IZ 66 16 56 56 S6 51 61 U ES 51 52 SZ AS SO 60 W 49? Ask 49 45 57 57 51 46 46 46 42 8 20r.2)l Alraylaearvor W W 80 77 77 77 75 90 80 W 74 74, 74 72 90 W W 70' 70 70 68, 80 80 20 67 67 67 65 77 77 77 64, 64 64 63 74 74 74 Sz 62 62 60 May Edge 80 go 80 67 67 0 i 65 76 76 Ii 64 64 E4 n 73 13 73 61 fil 61 59 69 69 65 57 57 57 55, 17 61 67 54 54 S4 52 64 64 64 51 51 51 49 27 ta45 A=E%7 97 87 87 87 93 83 82 82 92 92 79 73, 75 79 78 78 79 75 70 75 7575 75 75 72 67 7 7Z 72 72 72 69 64 69 6369 65 69 67 62 67 75 75 75 75 72 67, 72 LT Z1 ZI 71 4 64 L 69 68 W 68 66 61 66 65 65 65 65 63 57 63 62 62 62 62 60 54 60 60 60 60 60 57 51 57 45.60 Arawfatedor 100 100, 94 94 94 94 94 95 95 as 89 89 89 yq 1 91 &5 85 95 85 BS 88 88 91 81 91 81 81 84 94 70 7878 7& 78 &1-, 91 75 75 75 75 75 Army Edge 89 88 82 82 13 al al 84 " 79 78 79 78 78 80 80 74 74 74 74 14 77 77 71 71 71 71 71 74 74 69 69 68 6$ 68 71 71 65 65 ,65 6565 01.7 Array hoaH,ir 76 76 71 71 71 63 Al 76 75 67 67 67 0 60 76 71 64 64 64 ': ': 8 61 61 61 52 52 76 65 5 58 58 49 49 76 63 55 55 55 47 4 k,.y Edge 75 69 62 62 62 53 53 76 65 58 58 58 49 49 76 62 54 54 54 4 4 4' 9 50 50 50 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38 " 71.20Array tnterioC 74 74 74 65 65 65 61 71 71 71 61 61 61 57 67 67 67 58 58 58 53 . Ea . 54 - 54 11 12 11 :2 11 11 11 46 11 59 59 48 48 48 44 A,ay Edge 65 65 65 55 55 55 50 61 61 61 51 51 51 46 58 58 58 47 47 47 43 54, S4 54 4 . 4 AD " 4, 4, 4� 41 38 AS AS 48 39 39 3 39 5 Ad psf C 20.27 Array 1-i- W SO - 69 11 11 17 71 18 11 :1 11 11 " 14 14 74 11 11 11 E1 71 71 71 Ea 60 So S7 as . . 56 IA So 54 As . . 13 13 13 11 -ay Edge 71 71 71 So 60 So 58 58 AS 68 , " " 53 65 65 65 S2 52 52 50 62 62 62 . as AS as 59 59 59 45 45 45 . 56 55 56 43 43 43 41 27 45 --A,,., _t -a, Edge 7; a 1; S 7,7 a 1; 11 19 74 64 ED 64 71 64 73 64 73 73 64 64 70 65 61 55 70 63 7 61 70 61 70 61 7-0 61 67 58 62 67 N 58 67 67 N N 67 57 67 N 64 59 64 54 48 54 64 54 64 54 64 54 64 54 62 51 56 62 45 51 61 51 fil 51 fil 51 61 51 59 As 53 59 43 48 41 Array1-io W 90 84 84 84 84 EA 86 36 79 79 79 19 79 82 82 76 76 76 a 7 I I 79 19 72 72 12 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 allay Edge 79 79 73 73 73 73 73 75 75 69 69 69 69 69 72 72 66 66 6 EE 66 68 68 63 63 63 63 63 66 66 60 So ED 60 60 63 63 57 57 5 57 57 to Array lote6a, 78 74 67 67 67 60 60 79 71 64 64 64 55 55 78 67 61 61 a 51 51 79 64 .17 57 57 48 48 77 i2_ ;i �i 7 _.i5 4 45 74 59 51 51 51 43 43 :Agra Edge 78 65 57 57 57 4,S 48 77 61--.53 il 53 45 45 71 59 49 49 49 42 42 70 54 '46 46 46 39 39 67 51 " 44 44 Sol 37 64 48 41 41 41 U 7 W120 A1Y3y bdolio, 70 70 70'fit 61 61 = 56 67 67 67 57 57 57 52 64 64 64 53 53 53 48 61 61 61 SO 50 Sa 45 58 59 58 47 47 47, 43 54 54 54 44 44 _34 44 40 Allay Edge 61 61 61 50 So i 46 57 57i 57 46 46 46 42 53 53 $3s 41 43 43 39 50 50 So 40 40 40 37 47 47 47 39 38...: 39 Bt 44 44 44 36 36 35 30 FY 2" 27 Araykbad., 79 79 79 65 65 65 63 74 74 4 62 62, 62 Ed 70 70 70 59 SS S$ 56 67 67 67 55 55 55 52 64 64 64 51 51 51 4R 52 6Z 62 '49 49 4846 AllyEdge 67 67 67 55 55 SS 51 64 '64 64 51 51 51 49 fil 61 $1= 47 47 47 46 58 59 59 44r 44 44 43 54 54 54 4Z 42 42 1* 51 51 51 39 39 39 38 21 was A;ohy tAe 73 73 7373 70 65 70 6969 691 69 66 62 66 66 66 66 66 63 SK 63 61 A53 63 63 61 54 61 60 60 60 66 57 51 ' 57 57 51 57 57 SA 43 SA Array Edge ja 13 63 63 61 55 61 10 So, 60ED 57 51 57 56 56 56 56 53 53 f 5Z 52 52 52 50 44 50, 49 49 49 49 47 4Z 47 40 As 46 AS 44 39, 44 4SW60 Affaylaterle, 85 85 7979 79 79 79 81 81 75 75 75 75 75 79 79 71 71 71 71 71 1 74 74 0 68 68 68 63 71 71 66 66 66 66 - 68 aa 63 63 63 63 63 Array Edge _75 ...75 69 69 0 69 69 1 71 71 65 65 65 65 65 69 69 62 6262 $2 62 0 65 59 55, 59 59 59 62 62 56 56 56 S6 56 60 60 S3 53 53 53- 53 27 of 31 Maximum Rail Spans {inches) 1 ChCkFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot -- Landscape G. Exposure W,,d Speed 95 mph 100 mph 105 mph 110 mph 115 mph 120 mph 1— toad Cate ory Panel Angle Hear Zone V 1 2e 2, 2n 3e 3, I' 1 2e 2, 2n 3e V 1 2, 2, Zn 3e 3, V 1 2e Zr 2n 3e 3r V 1 2e 2, 2n 3e 3, V 1 2e 2, 2n 3e 3, V 1 Ie 2, 2n 3e 3, Allay rk,, 74 74 74 74 74 74 74 74 74 74 74 74 _3, 74 74 74 74 74 74 74 74 74 74 74 74 M 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 Ot'7 Array Edge 74 74 74 74 74 14 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 72 72 74 74 74 7 4 74 69 69 74 74 74 74 74 67 67 74 74 73 73 73 65 65 Array ld 76 76 76 76 76 7: 7: 76 16 76 7: 766 7: 76 76 7 16 76 76 7A 7 7 716 76 76 76 76 76 796 76 74 6 6 17 76 76 72 7.20 Array Edge 76 7A 76 76 76 7 7 7 6 76 7 7 6 7 7 74 7 76 7: 76 ;6 6 ;6 6 ;6 ;6 6 71 76 76 ;5 6 ;6 3 ;6 3 ;6 3 69 76 7: 7: 7 71 ;6 1 67 76 76 ;: 69 6 69 65 6 ;: 6 67 67 63 lrtterior Fray;1 78 71 71 1 7: 1 7: 78 7: 78 1� 78 78 U 78 78 7. 78 78 78 7: 78 78 78 78 78 78 78 78 78 78 78 78 78 79 79 78 78 78 78 78 78 78 a 20.27 Array Edge 8 78 78 78 7 7: , 78 7 78 78 ;: 78 78 78 ;. 8 78 ;s 9 79 78 78 78 78 ;s 8 ;8 7 8 76 78 78 78 76 76 76 74 78 78 78 73 73 73 71 78 78 78 71 71 71 69 Arraylnterior 91 91 91 91 91 91 91 92 91 91 91 91 EI 91 91 91 91 91 51 91 al 91 91 91 91 91 90 91 91 91 91 91 91 87 91 91 91 1 9 ,T1971 91 9' 9' ' 82 88 27.45 Array Edge 91 _91 91 91 91 87 91 91 91 91 91 90 83 90 Ed 90 90 90 87 80 87 87 87 87 87 84 78 84 84 84 84 84 81 75 81 82 82 FIE :2 7; 7m3 - 71 11 79 787 71 77 45.60 Array 107 10 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 10] 107-106 106 106 107 107 103 103 103 103 103 164 104 100 100 100 100 100 Array Edge 1 107 107 106 106 106 106 111 106 106 102 102 102 102 102 103 103 98 98 98 98 98 111 100 95 95 95 95 25 97 97 92 92 92 92 92 95 95 99 89 89 89 89 92 92 96 86 86 86 86 �,Ayr�' e. 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 73 73 74 74 74 74 74 71 71 74 74 7e 74 74 69 69 74 74 74 74 74 67 67 0.7 Array Edge 1 74 74 '74 74 74 74 71 71 74 74 74 74 74 68 68 74 74 74 74 74 66 66 74 74 72 72 72 64 64 74 74 65 69 I9 62 62 74 74 67 67 67 60 60`.74 77 65 65 65 57 57 Arraylrtteno1 75 76 76 76 78 76 76 76 76 76 76 76 76 76 76 76 76 76 71 76 73 71 76 76 75 75 7570 76 76 76 73 73 73 68 7 76 75 70 70 70 66 76 76 76 68 68 03 64 7.20 AVfdLe 76 Is, 76 73 73 73 69 76 76 76 70 70 70 66 76 76 76 67 67 67 63 75 75 75 65 65 65 61 73 73 73 63 63 63 59 7D 70 70 61 61 61 56 69 69 69 59 55 59 54 78 78, 78 79 78 78 78 78 79 79 78 78 78 78 78 78 78 78 79 78 79 79 79 78 78 78 78 78 78 77 77 77 75 78 7& 78 7s 75 75 73 78 78 7& 73 73 73 St:- Array:Edge 78 78 78 "77 77 77 75 79 79 78 74 74 74 72 79 78 79 72 72 72 70 78 7E, 79 69 69 69 68 78 78 79 67 67 67 65 78 78 78 65 , 65 65 63 76 76 76 61 63 63 62 45 Array d1berfal 1 91 92 91 51 91 99 91 91 41 91 91 91 86 911 91 91 %1 91 89 92 89 50 90 % W 80 86W 97 97 87 97 93 77 83 -' i4 84 84 84 81 75 81 $1 91 81 81 78 73 78 27 Yu Array Edge 36 W 86 86 83 " 83 83 83 83 83 OD 74 80 80 80 W 80 77 77 77 78 79 79 78 75 69 75 75 75 75 75, 72 67 72 73 73 73 73 70 65 70 71 72 71 71 68 < 63 69 Art" aredr 107 107 107 107 107 107 107 107 107 104 104 104 104 104 105 105101 101 101 101101 102 202 97 97 97:.97 97 91 99 94 94 44 94 94 97 97 91 91 , 91 91 9E 94 94 8888 88 8838 45. 60 AIWEdx. 99 99 94 94 94 94 94 96 96 90 90 90 90 90 93 93 87 87 V 97 97 90 90 Be Be 84 84 84 88 S8 8Z 82 92 82 82 86 86 79 n 79 79 79 83 83 77 77 77 77 Z Array rtem, 76 76 6 76 76 76 76 76 76 76 76 76 74 74 76 76 76 76 76 72 72 76 76 76 76 76 69 69 76 76 75 75 75 6 7 76 13 73 71 1 76 71 71 71 63 63 0 t, 7 Array Edge 76 76 75 75 75 67 67 76 76 72 72 72 64 76 76 70 70 70 62 62 76 75 67 67 67 60 60 76 73 55 65 65 5; 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U 74 14 63 A3 13 62 73 , ;5 73 3 6 6 6 �O -_I 1 ;5 71 1 10 W :9 1 5, lnierior 87 87 87 87 87 4 87 7 7 17 81 i7 81 87 87 87 87 87 84 78 84 84 84 Ea 84 . 82 75 . 81 82 82 82 82 " 73 79 79 79 7: 79 76 7. 76 75 77 77 7; 71 11 71 27141Array A- Ed, 81 81 51 81 78 73 78 78 78 7. 78 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 65 70 71 71 71 71 As 63 68 69 69 6 69 66 61 66 67 67 �7 I 59 54 1- 1-6, 107 101 102 111 112 111 111 111 103 98 9 98 98 98 111 100 95 95 95 95 95 97 97 92 92 92 9 92 95 89 89 89 89 89 9 92 86 8690 86 86 86 &3 9081 83 83 83 83 45 . do Array Edge 94 94 88 W 88 88 88 91 91 85 85 SS 85 85 89 89 82 82 82 82 82 86s6 79 79 79 79 83 83 77 77 77 77 77 81 75 75 75 75 75 79 79 72 72 72 72 72 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- Landscape W 5-d 130 ro M rPh 150 l" S60 ,0 17o mph 180 mph Snow L..d 1_1 Angie R-U.- I V 1 2� 2, 2� 3,, 3, 11 1 2a 2, 2,, 3E 3, 11 1 2� 2, 2� 3a 3, 11 1 2e 2, Zn 3e 3, 11 1 2e 2, 2n 3,, 3, 11 1 Z, 2,, 3e a, - Array "'4 6"9 '69 ' 62 74 73 a a A 66 66 66 E8 58 68 58 74 74 74 70 72 63 72 63 72 63 64 64 54 54 74 74 74 67 69 60 69 W 69 60 62 62 51 51 74 74 74 EA 66 66 56 56 66 56 59 59 48 48 74 71 61 64 53 64 53 64 55 53 45 55 45 Ito 20 Ally Interior Array Edge 71 73 11 73 11 73 73 63 71 63 71 68 63 59 11 71 69 69 11 11 11 69 W . 11 Ed 11 55 76 66 76 66 76 66 66 56 66 56 56 61 56 51 71 E3 71 E3 71 63 13 52 13 52 11 1: 524 61 60 11 60 11 11 Ed 49 WW 49 1: 49 4 1 '; :; 17 57 57 46 11 15 46 si 42 a 20to 27 A-, I.Iala,l Array Edge 78 78 78 78 78 78 77 67 77 67 77 75 67 ES 7 7: 7: 7 78 7,4 74 7 6 64 6 14 64 722 6 ;8 73 ;8 3 78 73 70 61 70 61 70 68 61 59 78 69 78 69 78 69 677 , 67 57 67 6 '7 55 7 67 77 67 77 64 67 54 64 54 64 63 54 52 74 64 74 64 74 64 62 51 _16 62 62 51 51 60 49 2l to 45 Array Inter'., 87 87 87 87 93 77 93 82 92 82 92 79 73 79 78 78 78 78 75 70 75 75 75 75 75 72 67 72 72 72 72 72 69 64 69 69 69 69 69 67 62 67 Array Edge 75 75 75 75 72 67 72 71 71 71 71 69 64 -- 69 68 _�875- 68 68 Ad -0--is-85 66 6k 66 65 _N 65 65 65 63 57 63 _81-81 62 62 62 62 W 54 W 60 W _817--_ W 60 S7 51 451.60 "'a"' 1. 1. 94 94 El 14 14 95 95 &a 89 89 89 9 n 1 T 1 85 88 91-81 81 E4 84 78-78 78-7i-78- 8_1 75 5 75 75 75 Array Edge 88 88 82 82 82 82 82 84 M 78 78 78 78 78 80 80 74 74 74 74 74 77 77 71 71 71 71 7k 74 74 68 68 28 6' 11 7 1 71 65 65 65 65 65 0.7 Array fAaar*l Ally Edge 74 74 74 68 71 62 71 62 71 12 :3 63 3 3 74 74 74 65 67 :7 67 58 8 59 60 60 49 49 74 71 74 62 64 64 54 54 64 54 56 56 46 46 74 73 69 59 61 61 61 52 52 50 50 50 43 43 74 71 65 55 i 8 58 47 47 58 47 49 as 40 40 74 68 63 52 55 55 45 45 55 47 47 45 38 38 Amaylnlrwr 74 74 74 65 65 65 61 71 71 71 El 61 61 57 67 67 67 59 58 58 53 64 64 64 $4 54 54 49 62 62 62 Si 51 51 46 59 55 59 48 48 48 44 7 =W20 Array Edg. 65 65 65 ss 55 55 sa fil 61 61 51 51 51 As 59 59 58 47 47 47 43 54 54 54 44 4444 40 51 51, 51 41 41 41 38 48 4& 48 39 35 39 35 45 p,f c 2O.Z7 Ally hlWilr Array Edge n 71 n 7a 71 ZI 69 69 60 W 69 67 58 79 79 EE 68 79 65 SS 65 68 55 55 55 64 53 74 74 65 65 74 65 62 52 6Z 52 62 fil 52 50 71 6Z 71 71 62 62 60 W 48 49 60 F, 48 46 68 55 68 59 69 56 56 551 45 45 56 54 45 44 66 56 fib 56 66 56 53 5 55 43 43 43 51 41 27 =4, Array111161, Array Etlge - 67 77 67 71 67 11 14 67 64 69 74 60 6464 7371 64 11 11 10 64 64 61 61 55 70 61 - 70- 7011 61 61 61 fil 58 62 67 52 58 67 57 67 67 67 57 57 57 64 59 64 54 49 64 54 64 54 64 6462 54 54 5662 51 45 51 6 51 61 51 61 61 51 51 59 53 43 43 59 49 ',� s W Array I.e6.' A' E 90 90 84 79 73 84 73 84 Z3 M 94 73 73 86 86 Z5 2 79 79 79 79 69 6 2 69 69 79 69 82 72 82 72 76 76 66 66 76 66 76 76 66 66 79 68 79 72 7272 68 63 63 72 72 63 63 63 75 75 69 69 66 66 0 60 69 ED 69 69 60 60 7373 63 63 67 57 67 67 57 57 57 57 67 57 01.7 76 74 67 Z5 6 5 W . 76 71 64 4 64 55 55 76 67 61 61 61 51 51 76 64 57 57 57 48 48 76 62 54 54 54 45 45 74 59 51 51 51 43 43 Array Edge 76 55 57 57 57 48 48 76 61 53 53 53 45 45 73 58 49 49 49 42 42 70 " 46 46 46 39 39 67 51 . . 44 37 37 64 as 41 41 41 34 34 7 t 20 Array Interior 70 70 70 61 6 61 56 67 67 67 57 57 57 52 Ga 64 64 53 5353 49 62 61 61 50 W 45 58 58 58 47 47 47 43 54 54 44 44 44 40 _y Edge 61 61 61 Sc 50 50 46 57 57 57 " 46 46 42 53 53 53 43 43 43 39 50 50 50 40 40 40 37 47 47 47 38 38 38 33 44 44 44 36 36 36 30 D 201.27 A,., I-Iral 78 79 78 65 65 65 6 74 74 74 62 62 ' 70 70 70 58 58 58 56 67 67 67 55 55 55 52 64 64 64 51 51 51 49 62 62 62 48 4860 48 46 Array Edge 67 67 67 55 55 53 64 64 64 51 51 51 49 61 61 61 �7 47 47 46 58 58 58 . . 44 43 54 54 54 42 42 42 51 51 51 39 39 39 38 27.45 Array Inferior Array Edge 73 63 73 63 73 63 73 63 70 61 65 70 55 61 69 69 0 W 69 69 66 W 60 57 62 51 66 57 66 56 11 56 1 ': 11 56 13 53 11 1: 4, , 11 ,252 1 61 52 11 52 11 50 14 6� 44 W . 49 ED 49 W . 49 49 11 47 1k 11 42 47 17 46 11 46 11 46 17 46 14 48 44 39 14 44 411.60 Ally 1-1., Array Edge 85 75 85 75 79 69 79 69 79 69 79 79 69 69 81 91 71 71 75 75 75 65 65 65 75 65 75 65 78 68 78 68 71 62 71 62 71 62 71 71 62 62 74 65 74 65 68 59 68 59 R 59 6868 59 59 71 62 71 62 66 66 56 56 66 56 66 66 56 56 68 W 68 0 63 53 63 53 63 63 53 53 63 D.7 aklylA�arkl 72 72 72 72 72 71 71 72 72 72 72 7 68 68 72 72 72 72 72 6464 72 72 69 69 69 62 62 72 72 66 66 66 59 59 72 71 64 64 64 55 _5 559 A-YEdg. 72 n 69 69 69 62 62 72 72 66, 66 66 58 59 72 70 63 63 63 54 54 72 17 W 10 W 51 51 72 64 56 56 56 49 AS 72 61 53 53 53 45 45 1 71t2p Arraybnae 74 74 74 73 73 73 69 74 74 74 69 69 69 :5 74 74 74 66 66 66 62 72 72 72 63 63 63 59 69 ES 69 W W 60 55 67 67 67 V 5' 57 52 !�Ay L �g! 73 73 73 6s 63 63 SS 69 69 6� W 60 60 5 66 66 66 56 56 56 51 63 e 63 52 52 52 48 W 60 60 40 49 49 45 57 57 57 46 46 46 42 B 2OW27 1 �4y Interior 76 76 76 76 76 76 75 76 76 76 74 74 74 72 76 76 76 70 70 70 68 76 76 76 67 67 67 65 76 76 76 64 64 64 63 74 74 74 62 62 6 2 Array Edge 76 76 76 6 67 67 65 76 76 76 64 64 62 71 73 73 61 61 61 59 69 69 69 57 57 57 55 67 67 67 54 54 54 52 1 64 64 51 51 , 27tc45 87 V V 87 83 " 83 82 82 82 92 79 73 79 78 79 78 79 75 70 75 75 75 75 75 72 67 n U 72 72 72 69 64 69 69 69 651 69 67 62 67 Edsa, 75 75 75 75 72 67 72 71 71 71 71 69 54 65 6& 69 68 68 66 61 66 65 65 65 ES 63 57 63 62 fil 62 62 60 54 60 W ED 6& W 57 51 57 tt 45 t W A_�8l Aenvfdze IW 100 94 94 U 82 92 94 82 94 94 82 82 AS 95 84 94 89 89 89 78 79 78 Ss 79 09 79 91 80 91 86 85 74 85 74 85 -/IV 85 35 74 74 88 77 99 77 $1 31 71 71 91 71 91 93 71 TI M 74 94 74 78 79 69 69 78 6& 79 78 69 68 81 91 71 71 75 65 75 65 75 75 65 65 75 65 Array 1-.1 _88� 72 72 71 71 71 63 63 72 72 67 67 67 60 W 72 71 64 64 64 56 56 72 68 61 61 61 52 52 72 65 58 58 58 49 49 72 63 55 55 55 47 47 111, 11,1 12 11 11 11 12 13 11 71 11 11 11 11 41 41 71 11 14 14 14 46 46 71 19 ED 10 SO 41 71 11 47 47 47 40 40 11 12 11 45 41 31 31 Ito 20t All., Interior 74 71 74 :1 11 11 11 11 71 71 11 1 11 17 :7 E7 E7 Is Is Is E3 . 64 64 14 14 _41 14 - 62 U 62 11 11 1 �A I IE 1: 4 48 48 44 Array Ed, E, E� 5 , " " 50 6� 6� 4� 58 47 47 47 43 54 54 54 44 44 Q 41 41 41 38 4: " 4 39 39 39 35 w ag C 20 t, 27 Array Iltalw Array Edge ;6 1 76 71 ;6 I 69 ED 69 6� 69 67 ED 58 76 76 Ed 68 76 65 65 Es 55 55 65 55 64 53 754 6 74 65 74 55 622 5 62 52 6 61 52 ED 71 62 71 62 71 62 60 48 W 48 57 48 68 59 68 59 68 56 59 45 56 45 56 54 45 44 66 56 66 56 66 56 53 43 53 53 43 43 51 41 27.45 Array f-w 77 77 77 77 74 69 74 73 73 73 73 70 65 70 70 70 70 67 62 67 67 67 67 67 64 _46_ 59 64 64 64 64 64 62 56 62 61 61 61 61 59 53 59 Array Edge 67 67 67 67 64 60 64 64 U 64 64 61 55 61 61 61 61 61 58 52 58 57 57 57 57 54 48 54 54 54 54 54 51 45 51 51 51 51 51 48 43 as 45 t, 6C, A,,, f_ra W W 84 84 34 84 84 86 8679 7979 79 79 82 82 76 76 76 76 76 79 79 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 6; Array Edge 79 79 73 73 73 73 73 75 75 69 69 69 69 69 72 72 66 66 66 66 66 68 68 63 63 61 63 63 66 66 W 60 . W 6 63 57 57 57 57 5 Army Wvldr 74s 74 67 67 67 W 74 71 64 64 fA 55 55 74 67, 61 st 61 51 51 ' 74 57 57 57 48 49 74, 62 54 54 54 45 45 73 s9l '1 5% 5 43 43 Ailj Edg. 74 65 57 57 57 48 49 74 61 53 53 53 45 4 s 73 SO 49 49 49 42 42 70 54 46 46 39 39 67 '51 44 44 44 37 37 64 49 41 41 4 1 3434 A-VIEwAar 70 70, TO 61 61 61 56 67 67 67 57 57 57 52 64 64 64, 53 53 53 48 61 61 61 So W50 45 54 54 5$ 47 47 4 43 54 54, 44 44 44 40 7U`2Q A�VEdge SI 61 61 50 50 50 46 57 57 57 46 46 46 42 53 59 53 4343 41 39 50 50 W 40 40 40l 37 47 47 47 39 38 It 33 44 44 44 36 36 36 30 =e00"- 79 79 78 65 65 155 63 74 74 74 6262 62 0 70 70 70 58 5& 56 67 '59 67 67 55 55 55 52 64 64 64 51 51 51 49 62 62 62 49 048 As 'a El 11 67 51 51 11 11 El 64 64 IE 5� 1� 11 . 61 Et 41 41 11 41 58 SS 44 44 44 43 54 54 54 42 42 42 4D 51 51 51 15 39 39 38 73 73 73 71 7D 65 70 6969 69 69 66 62 6666, 66 13 59 61 0 0 63 63 51 54 rl W SO W 57 51 57 57 57 57 57 54 49 54 A-Y EdW 63 65 63 63 61, 55 61 W 60 60 60 57 51 57 56 56 56 56 53 L47 53 52 52 52 52 50 44 50 49 491 49 44 47 42 47 46 46 46 46 " 39t 44 Army IAWI., 85 95 79 79 79 79, 79 81 8 75 75 75 75 75 '18 79, 71 71 71 n 71 74 74 68 68 6868 68 71 71 66 66 66 66 Es 68 63 63 63 63 13, Army Edge 75 75 64 69 69 69 69 71 71 65 65 65 65 65 68 64 62 62 62 62 62 65 65 59 54 59 55 <59 '62 62 56 56 56 56 56 60 60 53 59 59, 53 23 0 t, 7ArraY Mterior 68 1 158 68 68 1 1 161 168 168 �68 68 1 158 68 11 11 68 68 64 64 68 68 11 58 68 11 12 68 11 11 66 66 19 11 6& 11 11 64 11 51 Array 61 8 62, 2 66 SS 68 68 63 63 63 54 54 68 67 6,0 W 60 51 51 ES 64 5,6 56 56 As 48 68 61 53 53 53 45 45 Ito 20 All, n 70 70 70 70 70 68 70 70 70 69 69 69 65 70 M 70 66 66 66 62 70 70 70 63 63 6 59 69 69 69 0 W w 55 67 67 67 57 57 57 52 1 Array Edge 70 70 70 63 63 63 59 69 69 69 Ed 0 55 66 66 66 56 56 56 51 63 63 63 52 52 52 48 W W Ed 49 49 49 45 57 57 57 46 46 46 42 a 27 A,,W-- Edge 73 73 73 73 73 73 73 17 73 17 73 73 E7 65 73 73 73 73 73 73 73 71 E4 73 64 72 73 72 73 72 73 72 70 61 70 61 70 As 61 59 73 69 11 E9 73 69 :77 1 73 E7 73 67 7 64 67 54 54 63 54 52 72 64 72 64 72 64 62 51 62 62 51 51 W 49 : 4 Array la. 84 84 84 84., 83 7 83 82 82 82 82 79 73 79 78 78 78 78 75 70 75 75 75 75 75 72 67 72 72 72 72 72 69 64 69 69 69 69 69 67 62 67 FArray Array Edge 75 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 57 63 62 62 62 62 54 W 60 60 M W 57 51 57 o W A-, Illal, Array Edge 10 1W 94 82 94 82 94 82 'A 94 82 82 95 9' 4 8478 89 89 78978 8 7: s 7.: 9' W 97 90 85 74 85 74 E' 14 85 s' 7A 74 88 77 88 17 81 71 s1 71 81 71 .' 81 71 71 84.4 74 74 78 78 68 68 78 68 78 Is As 68 71 . 71 71 65 11 65 71 75 65 65 71 65 Vm7 ArafWWior A'.y Edge 69 63 69 W 69 6Z 6& 62 E8 62 63 0 53 53 68 69 6s fist 67 67 67 59 58 6849 60 0 49 69 69 69 62 64 54 fj 54 64 54 56 56 46 4 SS 60 68 61 62 W 50 SI W43 52 52 43 fig 68 55 55 53 59 58 47 47 47 49 0 40 40 68 67 63 52 55 55 5-1 47 45 45 45 39 47 38 7W20 Ar hlteTkrf Ally Edga 70 65 70 6565 70 65 55 a 55 65 61 55 50 70 70, 61 fil 70 61 6L 61 51 51 61 51 57 46 67 5Z s'j, Se 17 58 51 47" 11 47 18 54 47 43 64 54 64 54 64 54 54 44 54 44 54 49 44 40 62 51 62 51 62 51 51 41 51 41 51 46 41 38 59 r48 59 59 49 48 48 49 r39 39 49 39 44 35 iOW27 A"" """' 73 73 74 69 69 69 67 73 73 73 65 65 6S 64 72 72 72 62 62 6Z 61 71 11 72 60 60 57 68 68 63 $6 56 5 54 66 66 66 53 53 53 51 P'f C Ally Eds. 7E 7�1 71 60 So 60 58 ss ES 68 55 55 55 53 '55 IjS 65 52 52 52 Ed 62 62 rZ 48 49 46 59 ' 51 59 45 45 45 44 56 56 56 43 43 43 41 A-Y WtW-, 77 77 74 69 74 73 73 73 73 70 65 70 0 70, 70 70 67 62 67 67 67 67 67 64 .55 64 64 64 64 64 62 5662 61 61 61 61 59 53 59, M 4EdV 67 VI 57 ' E'7 EA 60 64 64 64 64 64 61 55 61 rl '61 61 61 58 52 59 57 S7 57 SI 54 48 54 54 54 54 54 51 45 51 51 51 51 51 49 43 49 45 YoW Army b-, AllY Edge 90 79 SO 79 94 73 84 73 84 73 84 84 7a 73 96 79 75 75 65 79 7979 e 69 69 79 69 &Z 77 a2 76 72 fir 76 76 76 76 66 66 66 66 79 69 79 68 72 63 72, 63 72 63 77 7Z 63 63 75 75, 66 66 69 69 60 W 0 60 69 19 60 0 7-4 63 73 67 67 sE 57' 57 6767 6' 57 57 57 0,,7 All, 70 70 17 67 17 60 11 71 71 64 14 64 11 11 70 67 11 11 11 51 51 70 1 17 57 17 41 41 70 12 1 14 14 41 11 10 11 11 11 11 41 41 Edge 70 65 57 57 57 48 49 70 fil 53 53 53 45 45 70 58 49 49 42 Q 42 69 54 4 46 4.6 39 39 67 52 44 37 37 41 41 41 U 34 7'.'. _±r,.y Array Interior Array Edge 70 61 70 61 70 61 61 SO 61 SO 61 56 50 46 67 67 57 57 67 57 57 57 46 46 57 46 52 42 64 53 64 53 64 53 53 43 53 43 53 48 43 39 61 50 61 50 61 50 10 40 1. 40 50 45 40 37 " 47 11 47 11 4 47 3$ 47 38 17 41 33 14 44 51 44 14 44 " 36 44 44 36 . 40 30 0 20,7 7 Array 1-., 75 75 75 65 65 65 63 74 74 74 62 - 62- 62 60 70 70 - - 58 58 56 57 67 7 :8 51 11 51 11 14 14 Eat 11 11 11 11 :1 61 4E . 48 46 A,,ly Edge 67 67 67 55 55 55 53 6A 64 51 51 51 4 9 11 61 s I A I 47 47 SO 58 4A 4A 4, 14 54 42 4� 4, . , 11 51 as 19 31 3E 27 zo 45 Allay Arra Edge 73 63 73 63 73 63 7 63 70 61 65 70 55 61 69 69 W 60 69 69 56 W 0 57 62 51 66 57 66 56 % 56 66 56 6660 56 63 53 58 63 47 53 63 52 63 52 63 52 63 52 61 50 54 61 44 W 49 60 49 60 60 49 49 57 47 51 57 42 47 57 46 57 46 57 46 57 46 E4 48 44 39 54 44 45 toW Array lntenor 85 8 79 79 79 79 79 11 11 75 IS 7: 7: 71 71 71 7�1 7,1 7,1 71 71 74 �A 71 71 66 66 66 66 66 68 63 63 63 3 63 Array Edge 75 69 Es E, 71 72 E E 65 5 A E 1 68 68 E, A A 6, 65 65 59 59 59 59 59 62 62 56 56 56 56 56 60 0 53 53 53 53 53 PIAMO all Company Feb 19, 201 Designer 06:43 AM' Job Number: Checked By: Section Properties: ectionl 501 (REVX03).DXF 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 s , 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: i Area, Ax = 0.373 inA2 Inertia, Ixx = 0.151 in"4 Inertia, lyy = 0.100 in^4 Inertia, Ixy = -0.000 in^4 +._r Sx (Top) = 0.191 inA3 Sx (Bot) = 0.191 inA3 Sy (Left) = 0.126 in^3 Section Diagram Sy (Right) = 0.126 inA3 rx = 0.635 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 As-xx Stress = 1.000 As-yy Stress = 1.000 C:\R1SA\SectionProject1 Page 2 30 of 31 Enphase Encharge 10 The Enphase Encharge 1 O'm all -in -one AC -coupled storage system is reliable, smart, simple, and safe. It is comprised of three base Encharge 3' storage units, has a total usable energy capacity of 1 U8 kWh and twelve embedded grid -forming microinverters with 3.84 kW power rating. It provides backup capability and installers can quickly design the right system size to meet the needs of both new and retrofit solar customers. Proven high reliability IQ Series Microinverters Ten-year limited warranty Three independent Encharge storage base units Twelve embedded IQ 8X-BAT Microinverters Passive cooling (no moving parts/fans) Smart Grid -forming capability for backup operation Remote software and firmware upgrade Mobile app-based monitoring and control Support for self consumption Utility time of use (TOU) optimization Simple Fully integrated AC battery system Quick and easy plug -and -play installation Interconnects with standard household AC wiring ME Cells safety tested Lithium iron phosphate (LFP) chemistry for maximum safety and longevity n ENPHASE, To learn more about Enphase offerings, visit gnpbasex ,o m MODEL NUMBER GE-10-1P-NA Encharge 10 battery storage system with integrated Enphase Microinverrers and battery management unit (BMU). Includes: Three Encharge 3.36 kWh base units (133-A01-US001-1-3) One Encharge 10 cover kit with cover, wall mounting bracket, watertight conduit hubs, and interconnect kit for wiring between batteries (B10-C-1050-0) ACCESSORIES One set of Encharge base unit installation handles OUTPUT (AC) @ 240 VAC' Rated (continuous) Output power' 3.84 kVA Peak output power 5.7 kVA (10 seconds) Nominal voltage / range 240 / 211 — 264 VAC Nominal frequency / range 60 / 57 — 61 Hz Rated output current 16 A Peak output current 24.6A (10 seconds) Power factor (adjustable) 0.85 leading .,, 0.85 lagging Maximum units per 20 A branch circuit 1 unit (single phase) Interconnection Single-phase Maximum AC short circuit fault current over 3 cycles 69.6 Arms Round trip efficienCy2 89% BATTERY Total capacity Usable capacity Round trip efficiency Nominal DC voltage Maximum DC voltage Ambient operating temperature range 10.5 kWh 10.08 kWh 96% 67.2 V 73.5 V -150 C to 550 C (50 F to 1311 F) non -condensing Optimum operating temperature range 0° C to 301 C (320 F to 860 F) Chemistry Lithium iron phosphate (LFP) MECHANICAL DATA Dimensions (WxHxD) 1070 mm x 664 mm x 319 mm (42.13 in x 26.14 in x 12.56 in) Weight Three individual 44.2 kg (97.4 lbs) base units plus 21.1 kg (48.7 lbs) cover and mounting bracket; total 154.7 kg (341 lbs) Enclosure Outdoor — NEMA type 3R IQ 8X-BAT microinverter enclosure NEMA type 6 Cooling Natural convection — No fans Altitude Up to 2500 meters (8200 feet) Mounting Wall mount FEATURES AND COMPLIANCE .... . ...... ............ Compatibility Compatible with grid -tied PV systems. Compatible with Enphase IQ Series Micros, Enphase Enpower, and Enphase IQ Envoy for backup operation. Communication Wireless 2.4 GHz Services Backup, self -consumption, TOU, Demand Charge, NEM Integrity Monitoring Enlighten Manager and MyEnlighten monitoring options; API integration Compliance UL 9540, UN 38,3, UL 9540A, UL 1998, UL 991, NEMA Type 3R, AC156 EMI: 47 CFR, Part 15, Class B, ICES 003 Cell Module: UL 1973, UN 38.3 Inverters: UL 62109-1, IEC 62109-2, UL 1741SA, CAN/CSA C22.2 No. 1071-16 LIMITED WARRANTY Limited Warranty' >70% capacity, up to 10 years or 4000 cycles 1. Supported in backup/off grid operations 2. AC to Battery to AC at 50% power rating. 3. Whichever occurs first. Restrictions apply. To learn more about Enphase offerings, visit gnphAse-som (01201.0 Enphase Energy. All rights reserved. Enphase, the Enphase logo, Encharge 10, and other trademarks or service names are the trademarks 0=� ENPHASE, of Enphase Energy, Inc. Data subject to change. 2020-05-19 a R&IM 1114 u, fujklvr. 11611101111011111 power to AC power efficiently. The brain of the semiconductor -based microinverter is our proprietary application -specific integrated circuit (ASIC) which enables the ,Alcr*l;%verter t##;t6rate li%,Sr4-tie4+r#ff gri,I m*0as. THs cMA, is • ovai-icai 55nm technology with high speed digital logic and has super -fast response times tn-changling-hads,vOl-grid events. allevi f or-h-o-m-A 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 ICI 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. Easy to install Lightweight and compact with plug-n-play connectors Power Line Communication (PLC) between components Faster installation with simple two -wire cabling Ar4'.7,= _==w rA Produce power even when the grid is down* More than one million cumulative hours of testing CNss 11 double -insulated 17-11TUTWI - Optimized for the latest high- powered PV modules Microgrid-forming Complies with the latest advanced grid Support" Remote automatic updates for the latest grid requirements Configurable to support a wide range of grid profiles Meets CA Rule 21 (UL 1741-SA) requirements Only when installed with 10 System Controller 2, meets UL 1741.108H-208V operates only in grid -tied mods. 108 Series Microinverters supports split phase, 240V. 1081-1-208 supports split phase, 208V only. IQ8 Series Microinverters in !111 Commonly used module pairingS2 w 235-350 235-440 260-460 295-500 320-540+ 295-500+ Module compatibility 60-cell/120 half -cell 60-cell/120 half -cell, 66-cell/132 half -call and 72-cell/144 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 current3 [module Isc] A 15 Overvoltage class DC port it 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 Peak output power VA 245 300 330 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal (L-L) voltage/range4 V 240 / 211- 264 208 /183 - 250 Max continuous output current A 1.0 1.21 1.35 1.45 L58 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 (L-L) branch circuits 16 13 11 11 10 9 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid -tied power factor (adjustable) 0.85 leading - 0.85 tagging 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 mom Ambient temperature range -40°C to +60°C (-40°F to +140°F) Relative humidity range 4% to 100% (condensing) DC Connector type MC4 Dimensions (HxWxD) 212 mm (8.3") x 175 mm (6.9") x 30.2 mm (1.2") Weight 1.08 kg (2.38 lbs) Cooling Natural convection - no fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class If double -insulated, corrosion resistant polymeric enclosure Environ. category UV exposure rating NEMA Type 6 / outdoor CA Rule 21 (UL 1741-SA), UL 62109-1, UL1741/[EEE1547, FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 Na 1107,11-01 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 108H-208 variant will be operating in grid -tied mode only at 208V AC. (2) No enforced DC/AC 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. 108SE-DS-0001-01-EN-US-2022-03-1i w SYSTEM INFORMATION INVERTER ENPHASE IQ8PLUS-72-2-US ►t: ROOFTECH ►a STEN CLICKFIT RAIL RACKING SYSTEM -' � IIIIII IA LOCATION 28.2415786 i a 1. ► t. • ► 1 a: SYSTEM SIZa 14.86 KVA ► t *♦ a ESS CAPACITY 0• KWH THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR BUILDING AND OTHER STRUCTURES OF THE ASCE 7-16, 7TH EDITION 2020 FLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 FLORIDA BUILDING CODE, 7TH EDITION 2020 FLORIDA FIRE PREVENTION fsE, NEC 2017 AND ALL # aCODES ORDINANCES. ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO TH! SOLAR f' r c • i a ,..: # # i # s. # r r • s. # c. s # a a# Y f'a •' #i a#• f a r a a f¢ r r `{► r •r r a, r r` `► r Y► •' Y + rr '•# i a r • a r • :a r • •r 140i f f # Y i ► : oil ar i • # #•' # r f r r •• ra ' r Y A # ra i Y,# Y, !• i #► is •i: Y: r• Y i Y � r f a r f # •• i,+ i •r r r a � � • a► �, ► r a t �, SPEED# SPECIAL"', REGION WIND BORNE DEBRIS ZONE SEISMIC DESIGN CATEGORY CLIMATE ZONE WIND EXPOSURE CATETORY f Mommmim For SI9 1 mile per hour = 0,447 m/s. a. Linear interpolation is permitted, i t t Q.PEAK D ► # MODULE365 WATT ► • X t • (SEE DATAS:iEFT) COVERPAGE ATTACHMENT DETAIL ELECTRICAL ELECTRICAL CI Y EQUIPMENT ■LABELS k EQUIPMENT LABELS 1 BILL OF Y INVERTERS L-FOOT ATTACHMENT E r a r : COMBINER BOX •fit # t DISCONNECT . f + a f . ► f �I�III� 125A LINE *�. 100a, LOAD CENTER �I ENVOY l� COMM KIT ' SMART r a NON-FUSIBLDISCONNECT momentum LA •r CUSTOM SOLARD.B.A. MOMENTUMSOLAR 325 HIGH STREET, METUCHEN, NJ 08840 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 SOLARMOMENTUM 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 IM ` ♦ • MOLLY ¢. B. aY DOGWOOD ST ZEPHYRHILLS, FL t 7276422129 s GARY • • SYSTEM38 # SIZE(DC):II [�� : 87 G' �"�HA ' � DUO AN11 tS 38 INVERTERS: f.•PL+'+ r t Y • i COVER 1 PAGE r Oil 0r];iks PER MODULE INSTALLATION MANUAL SECTION A -A 1.57 1 1 1.50 [40L] (38-0] [4011.,7] 176 [701] FRONT VIEW RAIL FRONT VIEW SIDE VIEW L-FOOT L-FOOT FFRRD ANGLE PROJECTION Irk 9��Dgg *WERPnT DM AND TOLERANCE INNOVATIVt MOUNTING 5"Ta" )0 NOT SCALE DRAWING KRA%* Y" Slml 20WARrAau = I(k�RAt+GESAREN: CLICKFIT COMP SHINGLE XX_XX_X_XX_XXW 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 1CC ICC ESR 3575 [W.i # W - 0- . . #10 Engineered to ASTM D 1761 is-- T w-u—, - mmw r— wr _--Components --Dimensions in (mm) RT2-00-MINISK PAT: PE 31(2 (90) 2t5O) I §1L Rafter installation Optional item 5x60rrorrmouiifiNstrew fft2-0 -S0560) 100-J8.9 5/16'Hex bolt, washer nut sat (s) 100wl8ag RT-BUtyl 1RT2-04,EKJTnT) _10 as fBw RT B'Wy� s Ro.f flale fia.hmq sed m 7N),000 'd%10 PV '.1y,"em,Les rhl- asl 14 y�w� R ; , .hl 11 PV IySiol_ M Fke.?bie {Lashing by th. ICC Metal Flashing Retrofit Flexible Flashing heading water? 1W. Waterproof ICC ESR-3575 ASTM2140 testing LN t-firig (7500 his.) Deck installation P.E. Stamped Letters avabable at wwwrod-tech usftuppod I momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENG• INEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA)OR BLVD. SUITE 307, ORLANDO FL. 32819 BLK-G10+ 365 38 INVERTERS: ENPHASE IQ8PLUS-72-2-US li k N ar # IJ #SA P SPAN PANEL d *1e, # i My SPAN PORTRAIT p s MAX LANDSCAPE CANTILEVER PORTRAIT CANTILEVER 48/32 /32C# #' #. '. momentum ♦ � t *, a. a II �.. I� r... III � � uri ,u �, .. (� �t {� �# � [� s # # 1c% a r l r &A�nn DRIVEWAY • 1. � J�a�� (TYP) GROUND ACCESS — (TYP) 1. t',. COVERING MATERIAL COMPOSED LAYER ASPHALT 2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS. ^♦ CUSTOM SOLARD.B.A. !'SOLAR I O MSOL PROFESSIONAL ENGINEERING TOTAL SQUARE FOOTAGE OF ROOF: 2771 SQFT SQUARE FOOTAGE OF SOLAR ARRAY:733.18 SQFT PERCENTAGE O SOLAR Rs COVERAGE: •,. IIIIIIIIIIJ' CERTIFIED SOLARCONTRACTOR4 . MOMENTUM 18" RIDGE SETBACK • • r MAJOR5728 SYM�I OL LEGEND MOLLYED r ♦ BREWER 5744 I I II MAIN SERVICE - ANEL7276422129 t • t 4 • # . # SYSTEM• .PEAK DUO IQ8PLUS-72-2-US AC DISCONNECT ESS CAPACITY: • • lx ENPHASE ENCHARGE ! T t.. N III I t ♦ • " INN ICI MIN T. ACCESS POINT . IIIIIPITC III I IJJ�IIIIIIIIIIII,ROOF LAYOUT ��I.IAl1IIIII�IIOIU�.111l- � i ". # � • 38 HANWHA Q.PEAK DUO BLK-GlO+ 365 365W MODULES PAIRED WITH 38 ENPHASE lQ8PLUS-72-2-US MICRO -INVERTERS momentum BRANCH CIRCUIT A EXISTING SQUARE D 200A SOLAR 13 MICRO -INVERTERS ENPHASE 80A MAIN SERVICE PANEL 240 V BRANCH CIRCUIT 8 AC COMBINER PRO CUSTOM SOLAR LLC D.B.A, MOMENTUM SOLAR 13 MICRO -INVERTERS MAIN BREAKER: 200A 325 HIGH STREET, METUCHEN, N3 09840 BRANCH CIRCUIT C BOX (732) 902-6224 12 MICRO -INVERTERS ---RADIO&WIFI -------UNE SIDE MOMENTUMSOLAR.COM lb. COMM KIT CT LEAD WIRE 18 AWG > HOT TAP z PROFESSIONAL NEW ENPHASE + + + IQSC2-EP200GI01 200A ENGINEERING 10 SYSTEM GRID NTOLLER 60A NON -FUSIBLE COR2WITH NFT BREAKER AC DISCONNECT 4 6 & MID RELAY --------- 60A ODA v ------- 10A 40A L7�POWER UTILITY %I II1111 ROOF 10A/15ABREAKER NFT "GROUND METER JUNCTION (MANUFACTURER BOX SUPPLIED FOR .. ..... TERMINATION CAP 1 2A-C ENVOY) 3 INSTALLED ON 20A BREAKER (A) 12 G CE WIRES OW END OF CABLE 20A BREAKER (B) 20A 20A BREAKER (C) 7 ENPHASE EP20OG-NA-02-RSD PV NEW 100A BACKUP LOAD 0 HIE ME C 0DA' 41DA Tlov�'� NFT & ESS RAPID SHUTDOWN CENTER 240 V %. . * INITIATOR j IC VISIBLE, LOCKABLE,SLABEHED DC 0 S AT)eO DISCONNECT LOCATED ON *REFER TO PV-3.3 FOR . v ;s� ..40RIlDN ACCESSIBLE EXTERIOR WALL mi BACKUP LOAD LIST - - WITHIN SFT Of UTILITY METER. , 0 ESS BRANCH A NAL ENPHASE ENCHRAGE10 91 CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL 32 I I # 5744 DOGWOOD ST ZEPHYRHILLS, FL 33542 Wire Wi e Ty pe r Temp. Temp. -In-verter Design __1 Ground Gauge Rating 1, Derate city Current (A) Size SYSTEM SIZE (DC): 13.87 KW —MODULES: HANWHA Q.PEAK DUO BLK-G 10+ 365 38 INVERTERS: ENPHASE A I we kylyl 02■ IQ8PLUS-72-2-US 3/4" PVC ESS CAPACITY: 10.08 KWH i lx ENPHASE ENCHARGE 10 Mw I kvivi 01 �l FA E4 THREE LINE DIAGRAM NOTES:ELECTRICAL CALCULATIONS1. ALL •' VOC,AND ISC HAVE BEEN CALCULATED USING THE MANUFACTURED STRING CALCULATOR BASED ON AND EXTREME 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 <.E :ate COPPER r,.. OR .8 COPPER " z Is I I I# 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 LOCATIOiNS TERMINALSWHERE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN :i # SIGN SHALL READ *WARNING - SHOCKELECTRIC L HAZARD DO NOT TOUCH 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 METHOD SHALL COMPLY WITH NEC 705.12 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER NEC 250.24(C). 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A GROUNDING ELECTRODE SYSTEM PER 250.54(D). 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA DC. 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW, 20. METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1, 21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. MAINTAINED22. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL BE IN ACCORDANCE# 23, CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6 AND ARTICLE # ! 24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS ► NEC ARTICLE 310.10 TOTAL25. AREA a OF #: ! #' AND TAPSINSTALLED AT ANY CROSS SECTION OF THE WIRING DOES NOT EXCEED 75% OF THE CROSS SECTIONAL AREA OF 26. SYSTEM IS CONSIDERED AN AC MODULE SYSTEM. NO DC CONDUCTORS ARE PRESENT IN CONDUIT, COMBINER, JUNCTION BOX, DISCONNECT. AND COMPLIES WITH 690.6 - NO DC DISCONNECT # 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 CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV SOURCE CIRCUITS. ..# WITH 29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY # NO TERMINALS SHALLiD IN THE OPEN POSITION #r SYSTEM 690.13, 690.15,690.6. 31. WHERE APPLICABLE: INTERCONNECTION SHALL COMPLY # OR # ADEQUATELY(2. ALL WARNING SIGN(S) OR LABEL(S) SHALL COMPLY WITH 2017 NEC ARTICLE 110.21(B)- OF -r . LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT, AND LABELS REQUIRED SHALL BE SUITABLE FOR THE ENVIRONMENT. i #r LNG YAM III#, `.... / # FIGURE 1: 1. ADJUST THE CONNECTOR NUT TO SUITABLE LOCATION 2. PUT THE BRANCH WIRE # THE CAP 3. INSERT THE SHEATH FULLY TWO LAYS OF INSULATED LAY MAIN CABLE, SHOULD STRIP A CERTAIN LENGTH OF # LAY FROM # END 4. TURN THE NUT BY AND FIX THE CONNECTOR LOCATION. 5. SCREW THE NUT WITH THE SLEEVE SPANNER. 6. SCREW THE NUT CONTINUALLY THE TOP PART CRACKED y! AND DROPPED DOWN i (all momentum SOLAR : CUSTOM SOLAR LLC D.B.A. MOMENTUMSOLAR 325 HIGH STREET, METUCHEN, NJ A.,:, MOMENTUMSOLAR.COM CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO Ft_ 32819 MOLLY.•MS107181 4 DOGWOOD ST 7276422129 SYSTEM SIZE (DC): 13.87 KW 38 MODULES: HANWHA Q.PEAK DUO BLK-G10+ 365 38 INVERTERS: ENPHASE IQ8PLUS-72-2-US ESS CAPACITY: 10.08 KWH 1x ENPHASE ENCHARGE 10 SOLARmomentum PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08840 (732) 902-6224 ON GRID OPERATIONY FLOW OFF GRID OPERATIONY FLOW MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING DAY MSP DAY 1 %III Jill NIGHT MSP PV m a COMBINER PV BOX _ O INE BOX HIE SMART , _ SWITCH SMART AC SWITCH mow, 40 DUPLE AC OF ESS OUPLE P ..,�� I BlC UNTIL ESS 100°I° SOC BLC UNTIL 100% SOC SOLAR CONTMCIOR CAMERON CHRISTENSEN NIGHT MSP CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 CUSTOMER INFORMATION Pv MOLLY GARY BREWER - MS107181 COMBINER 5744 DOGWOOD ST BOX _., ZEPHYRHILLS, FL 33542 SMART 7276422129 GARY SWITCH SYSTEMPV INFORMATION AC SYSTEM SIZE (DC): 13.87 KW DUPLE ESS 38 MODULES: HANWHA Q.PEAK DUO `'- Blc 38KINVERTERS: ENPHASE IQ8PLUS-72-2-US ESS CAPACITY: 10.08 KWH 1x ENPHASE ENCHARGE 10 PROJECT INFORMATION INITIAL DATE: 8/3I/2022 DESIGNER: NB REV: DATE: DESIGNER: REV: DATE: DESIGNER: ENERGY FLOW momentum S(I 10/12/22 City of Zephyrhills Re: Permit revision: ELCMISC-004724-2022 Dear Plans examiner: Please find included within plans documenting revisions to the approved permit ELCMISC-004724-2022 for 5744 Dogwood St. The changes are as follows: Added a second battery, now 2 ea. Enphase Encharge 10 batteries - ESS capacity 20.16kWh. Please contact our team below if you need anything further to review the changes to the project. Sincerely, Julia Urbanski 321-247-6073 flpermits@Momentumsolar.com 3096 B Hamilton Blvd. South Plainfield, NJ 07o8o M: 732,902.6224 W: mornenturnsolar.corn SYSTEM INFORMATION d #Q.PEAK DUO # I V*#* INVERTER ENPHASE a *•• °ECOFASTEN € RACKING CLICKFIT RAIL ! �IIIIIIII I■I 101 IIIII III, Iplll I 4S iiMIlia'rl i C) 1�1 :+ * 13.87 28.2415786,-82.1679214 PHASE III I II B arkIIIIIIIIII •11#21151441 IN• t IA + • Ii ROOF SHALLNO MORE THAN TWO LAYERS OF COVERING INADDITION SOLAR• fi k • t Y. • • tIII•11 1')� 1t t • t # 1. = } f x s tr • • •• - • s • Y 6it I W1 01 Y • t # d • # :. � tr • :.. ♦ • • • 1. # t � t tY ! � • � + • • • • •Yt• st• •• r • • • • tf RMI • • • •Y • • • E t •` !a i : t • tr t ,• t � t �, i• # s : •# •= z r s• t * i #WA IIII IIIII IIIII *S;i * ��lww�llll�ll��. TOPOGRAPHIC II SPECIAL �I I • N � SEISMIC�I II IIII IM � IIII � I DESIGN CATEGORY WIND EXPOSURE CATETORY_�� TABLE R301.2.1.3 WIND SPEED COV a v"It 110 115 120 130 140 150 160 170 180 190 200 Vasd 85 89 93 101 108 110 124 132 139 147 155 For SI: 1 mile per hour = 0.447 m/s. a. Linear interpolation is permitted. aw-gigum COVER # t DETAIL ATTACHMENT MI 2#1412 6 # • IPMENt . IPMENT LABELS #I'llllld�ENERGY • 0 momentum SOLAR PROFESSIONAL ENGINEERIN `STATEOF stORIV •' `'�'�ttlsllta��° CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA3OR BLVD. SUITE 307, ORLANDO FL. 32819 138 MODULES:I HANWHA Q.PEAK r • cis •: CAPACITY:« KWH .'.i' ;1 �� AIwGE 10-1� PER MODULE INSTALLATION MANU. SECTION A -A 1 S7 1 1 1.50 1 1 3,57 [404 [38.01 [40D] 17 FRONT VIEW RAIL FRONT VIEW SIDE VIEW L-FOOT L-FOOT .xxx-1-010 1 ": -/- -Z RT-MINI is suitable for .a s s Foot. Dual bolt design: M8 or 5116" for L-Foot & 1/4" for EMC ICC ESR 3575 111011110 RIF RE E Engineered to ASTM D 1761 j —A- - --- r— � w-A) Components Dimensions in (mm) 31/2 (90) [112, ustt) L RT2-WMfNfl3K PAT: PENDNG VPMINI base: 20 ft Screw: 40 ea. Rafter installation I Optional 4em 5 x 60mm Mounting screw MT2- -SDs ): Im 100-Meq RT-Butyl (RTZ444WTYLT): 10 R 7 - Buty, is Roof I ech'is fle.q'le fiashmg' in 7',)") C"fic, PV f., ihe l� ' szi � 24 y,,,-s 11 is 01� fifbd PV nlo—"ng i'YMC'm I'M f-il-lic, Fzish,,ig cedfsii-d by th& 1CC, Met.) Fl.,hirig Retrofit Flexible Flashing 200% Waterproof ICCESR-3575 ASTM2140testing Ui/tes? (7500h-) Deck installation P.E. Stamped Letters avaleWe at —.uslsupport momentum SOLAR 0 MOMENTUMSOLAR.0014 325 HIGH STREET, METUCHEN, NJ 0884 (732) 902-6224 STATE OF' 01111) NA I. CAMERON ViRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUITE 307, ORLANDO FL. 32819 ZEPH"HILLS, "3542 94MM9111 BLK-G10+ 365 38 INVERTERS: ENPHASE )08PLUS-72-2-US I PlINTITH, (E) MAIN SERVICE PANEL DRIVEWAY ROOF PANEL COUNT TILT AZIMUTH SHADING LANDSCAPE MAX SPAN PORTRAIT MAX SPAN (ROOF AREA 1/2/3) (ROOF AREA 1/2/3) RI 27 19® 180® 95% 48/32/32 48/32/32 R2 11 16® 360* 96% 48 /32 /32 48/32/32 (E) UTILITY METER (N) ENPHASE ENCHARGE 10 (N) MICRO —GRID PV AC COMBINER BOX (N) MICRO —GRID PV AC DISCONNECT (N) SMART SWITCH rx_-w%kA!atwg U z LU 0 U) C) Qq 0LL. 0 0 CK U_ GUTTER 0 3'-0" 4 —1�et Rl 0 0, 0 --7-- _T I 0 ® 01 0 a 0 0 0 GUTTER IN N um 8t_3tt FIRE SETBACK (36" VENTILATION, 36" ROOF ACCESS) (TYP) CLAMPING MAX SPACING IN ZONE 1 72" O.0 GROUND ACCESS ---- ------ AND IN ZONE 2 AND ZONE 3 48" 0 C (TYP) 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. LANDSCAPE MAX PORTRAIT MAX CANTILEVER CANTILEVER 1 0 momentum SOLAR F PRO CUSTOM SOLAR LLC D.B.A. MOME�RINTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 32) (7902-6224 MOMENTLW.SOLAR , COM PROFESSIONAL ENGINEERING %I fit OF STATE TOTAL SQUARE FOOTAGE OF ROOF: 2771 SQFT SQUARE FOOTAGE OF SOLAR ARRAY:733.18 SOFT SOLAR CONTEACTOR CAMERON CHRISTENSEN PERCENTAGE OF SOLAR ROOF COVERAGE: 26.46% CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 18" RIDGE SETBACK SHALL BE REQUIRED 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 CUSTOMER INFORMATION SYMBOL LEGEND MOLLY GARY BREWER — MS107181 DGW��OD HILLS, ZEPWHILLS, M42 3542 MAIN SERVICE PANEL CHIMNEY 7276422129 GARY li PV SYSTEM INFORMATIQN--1 SKYLIGHT SYSTEM SIZE (DC): 13.87 KW ElSUB -PANEL 38 MODULES: HANWHA Q.PEAK DUO 365 VENT 38 INVERTERS: ENPHASE UTILITYBLK—GlG+ METER I Q8PLUS-72-2—US F—AC 1 AC DISCONNECT PIPE VENT Ls—ci ESS CAPACITY: 16 KWH 1 FAN �xE N PH �S Gf-_10 Z�A�l SATELLITE DISH PR03ECT INFORMATION UDC UTILITY DISCONNECT UTILITY ) t LC LOAD CENTER INITIAL DATE: 10/6/2022 DESIGNER: N8 FIRE SETBACKS NEMA 3R BOX W1 ENVOY-S REV: DATE: DESIGNER: MIN 3'X 3'GROUND ACCESS REV: DATE: DESIGNER: POINT CB :COMBINER BOX ROOF LAYOUT =o MODULE PITCH DIRECTION ZONE LINES. REFER TO -2 PV WIND PRESSURE PV-2.2 FOR ADDITIONAL INFO 38 HANWHA Q,PEAK DUO BLK-GIO+ 365 365W MODULES PAIRED WITH 8 ENPH - E IQ9PI-US-72-2-USMICRO-INVERTERS ENPHASE80A AC COMBINER BOX RADIO II WtFI ., COMM KIT CT LEAD WIRE 18 AWG UY}Y! M{YIY • a ROOF # ;: JUNCTION B# SUPPLIED FOR ENVOY) •r BREAKER (B) WIRES •k BREAKER (C) ENPHASE # a * . RAPID SHUTDOWN sR r • DISCONNECT LOCATED• EXTERIOR WALL 61 0 1 # r' •� tip a� MAIN BREAKER: 200A 01 momentum SOLAR PRO CUSTOM SOLAR LLC O.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08840 (732) 902-6224 MOMIENTUMSOLAILCOM PROFESSIONAL GRID ENGINEERING UTILITY \ 1 k I I I METER CC 3 T ATE OF 'f4ORIO 'ONAt.t .J"uft11111�t CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORiANDO FL 32819 CUSTOMER INFORMATION MOLLY GAILY BREWER - MS107181 / ,44 W.QOD ZEPIk HILLS, Ft 3542 F—w Ire re Qty Wire Wire Type Te p- Wire Inverter Design Ground Gauge ting Ram Qty Current (A) Si; SYSTEM SIZE (DC): 13.87 KW I x . i !'• i is �' •_ i ' . i •• !! y t10 „ ' * i . i ! • 'lll . a i s « i :12 �� THREEi! DIAGRAM i I NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. I IF r — %no ELECTRICAL NOTES: 1. ALL CALCULATIONS FOR VOC, VMI IMP AND ISC HAVE SUN CALCULATED USING THE MANUFACTURED STRING CALCULATOR BASED ON ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE ENTIRE 2. THE # # ACCORDING TO 690.46 PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THIVI COPPER 5. ALL CONDUCTORS ARE # BASED ON i 1 a ALL EQUIPMENT# IS RATED AT 75*C EQUIPMENT7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM DATASHEET 8. CONTRACTOR SHALL BE RESPONSIBLEFOR COMPLYING LISTEDLOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10ALL EQUIPMENT SHALL BE PER NEC • $0 11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE TERMINALS } DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN • •OSITION> SIGN SHALL D *WARNING - may. TOUCH a,, ELECTRIC SHOCK HAZARD - DO 12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT SERVICE ENTRANCE. 13. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER NEC 250.24(C). 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A GROUNDING ELECTRODE SYSTEM PER 250.54(D). 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA DC. 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW. 20. METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1. 21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. 24. CONDUCTORS E's # TO WET LOCATIONS LOCATIONS e SECTION25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS OF DOES # OF • •SS SECTIONAL AREA M 28. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV SOURCE CIRCUITS. sit 29. ALL '♦ #ING SHALL COMPLY WITH .9047(A) IN THAT THE AC MODULES WILL COMPLY WITH 250.64. 30. NO TERMINALS 6y•.g 8pO SHALL BE ENERGIZED IN THE iEN POSITION : MODULE # SYSTEM $ O •#94 W-1.114IFT F VOLTAGE CONDUCTOR CONDUCTOR RATING RANGE k RANGE k ' ,. I�,F�,��I; �#.•f� s#{ �I# }. # • }:.fir ADJUSTFIGURE 1: • s• NUT TO LOCATIONSUITABLE 2. PUT THE BRANCH WIRE INTO THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE f LAYS OF MAIN CABLE,SHOULD STRIPk CERTAIN INSULATEDLENGTH OF THE FIRST FROM INSERTED s HAND,4. TURN THE NUT BY # FIX THE CONNECTOR IN SUITABLE LOCATION. CONTINUALLY5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT THE ' PART IS CRACKED AND DROPPED DOWN 0 momentum SOLAR D.B.A. .A. MOMENTUM SOLAR 08840 b. 6�. � CERTif4ED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 BLVD. SUITE 307, ORLANDO fL. 32819 G " wal r �r } 38 INVERTERS: ENPHASE BACKUP LOADS LIST BACKUPLOAD momentum 1 AT EACH BATTERY GENERAL LIGHTING AND RECEPTACLES SOLAR I BATTERY MODULE MODULE USED INTERNET CABLE ROUTER PRO CUSTOM SOLAR LLC D.B.A. MOMENTM SOLAR 325 HIGH STREET, METUCHEN 108840 4732) 9G2-6224 MOMENTLIMSOLAR. P RO FESSI ONAL ENGINEERING MICROWAVE 1 SMART SWITCH I AT EACH SMART SWITCH USED PV MODULE RATINGS MODULE AxK�lll �lll Q.PEAK D 0 OPEN CIRCUIT VOLTAGE MPP V LTAGE SHORT CIRCUIT CURRENT L i L MPP CURRENT NII UMBER OF MODULES DMPLIANT INVERTER RATINGS INVERTER MAKE lQgPLUS-72-2= us MAX OUTPUTPOWER OPEN DC VOLTAGE 1 NOMINAL AC VOLTAGE MAX AC CURRENT NUMBER OF INVERTERS U L1703 COMPLIANT SOLAR CONTEMOR CAMERON aiRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOME%q,UM SOLAR 5728 MAMR BLVD. SUITE 307, ORLANDO FL, 32819 MOLLY GARY BREWER - MS107181 .%LT_3S5T4 2 7276422129 GARY If . I SYSTEM SIZE (DC): 13.87 KW 38 MODULES: HANWHA Q.PEAK DUO BU(-Gl0+ 365 38 INVERTERS: ENPHASE P VOLTAGE DROP CALCULATIONS SUB PANEL BREAKER SIZE # OF MODULES PV BREAKER PER BRANCH I CAPACITY: ,ESS CAPACITY: ✓ FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE UP TO 16 20A WTOP Of ICI X/ T D I t r:-rA x X/ tA/TD9= CT7r sMp -Mp — - PR03ECT INFORMATION BRANCH TO ]-BOX 240.00 15.73 1.98 85.58 5.331 2.22% 12 AWG INITIAL DATE: 10/6/2022 DESIGNER: NS REV: DATE: DESIGNER: J-BOX TO LOAD CENTER 240.00 45.98 1.24 50.00 5.702 2.38% 10 AWG REV: DATE: DESIGNER: EQUIPMENT LABELS LOAD CENTER TO AC 240.00 57.475 DISCONNECT 0.491 3.00 0.169 0.564 0.07% 0.24% 06 AWG 06 AWG Pv AC DISCONNECT TO 240.00 57.475 0.491 10.00 INTERCONNECTION %3nkl momentum SOLAR O CUSTOM SOLAR ULC D.B.A. MOMENTUM SOLAR 325 MGH STREET, MEWCHEN,143 08840 (732) 902-6224 OPERATIONON GRID Y FLOW OFF GRID OPERATIONY FLOW MOMENTUMSOLAILCOM PROFESSIONAL ENGINEERING Y MSP ` 13i DAY NIGHT MSP Pv .. - COMBINERPV Box INE BOX SMART SMAftT SWITCH AC SWITCH G 7 OU AC °• sA O ESS OUPLE BLC U L e ESS ' �t� 10000 SOC BLc UNTIL - 10 Al. VeA 100 h SOC SOLAR CONTRACIOR CAMERONCHRISTENSEN NIGHT MSP CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 CUSTOMERINFORMATION oMBINE MOLLY GARY BREWER - M5107181 BOX 44 WOOD ,.#"" sZEP HILLS, E1 3542 SMART ; ._._ 7276422129 GARY SWITCH °; AC PSYSTEM SYSTEM SIZE (DC): 13.87 KW INFORMATION'I OUPLED ESS 38 MODULES: HANWHA Q.PEAK DUO BLc - 38KiVERTERS: ENPHASE Q8PLUS-72-2-US ESS CAPACITY: 16 KWH r� NP .10 PR03ECT INFORMATION INITIAL DATE: 10/6/2022 DESIGNER: NB REV: DATE: DESIGNER: REV: DATE: ENERGY DESIGNER: FLOW