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Home My WebLink About22-3869— I City of Zephyrhills _A��"� 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-003869-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 04/05/2022 MTV,,", am 'R ro "M _MW05MVM"q_ "M 35 25 21 0120 00000 0640 7540 Merchantville Circle ELM Name: ANGEL & DAMARIS DELGADO Permit Type: Electric Service Replacement/M Contractor: MOMENTUM SOLAR - I Class of Work: Add/Alter Residential SOLAR Address: 7540 Merchantville Cir ZEPHYRHILLS, FL 33540 Phone: Building Valuation: $0.00 Electrical Valuation: $27,903.00 Mechanical Valuation: Plumbing Valuation: Total Valuation: $27,903.00 Total Fees: $179.52 Amount Paid: $179.52 Date Paid: 4/5/2022 11:23:33AM accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. JM,I M=at�i CONTRACTOR SIGNATURE H*U* UL0 I M AIL - 0 0 US A =._9 -IMISTN"IMT, 813-780-0020 C4 of ZephyrttlDs Per(nit Appliclittion Fax-813-780-M1 Building Departaient Date Received Phone Contact for Permittin F( 321-1 247 6073 a a I a I a I a 14ill 11WWWWRX ANGEL DELGADO I a ar� (321)J2L4J7L-6073 Ownees, Name Owner Phone Number ownees Address 1 7540 MERCHANTVILLE CIR I ZEPHYRH:1:L:L:8::,::F:L:3:3�D owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7540 MERCHANTVILLE CIR ZEPHYRHILLS FL 33540 LOT 0 64 SUBDIVISION CRESTVIEW HILLS PARCEL ID0 1 35-25-021-0120-00000-0640 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN C3 DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL DESCRIPTION OF WORK INSTALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP BUILDING SIZE 30 FOOTAGE = HEIGHT [ JU E IE It IU It It JU AL It V ffi 9 JE C X It It C JU 1E It Is t X It It IE 1E -9 IE X I IE M I X It WIt X S JE W. IL I It VIE X,X-lt It It It C 9 9 9_6IE AUX It-, E=]BUILDING 117,903 VALUATION OF TOTAL CONSTRUCTION 27,903 =ELECTRICAL LLLL� AMP SERVICE PROGRESSENERGY WR.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS r - — ------ FLOOD ZONE AREA =YES NO BUILDER COMPANY Momentum Solar Cameron Christensen SIGNATURE REGISTERED YIN FEE curaR Y IN Address 1 6210 Haffner Ave Ste 100 Orlando FL License# CVC57036 ELECTRICIAN COMPANY Momentum SOlar SIGNATURE atthew Franz REGISTEREDI ME CURREN� t-7 - - Address 6210 Haffner Ave Ste 100 Orlando FL 32822 License # EC130 18217 PLUMBER COMPANY SIGNATURE REGISTERED Address License # MECHANICAL COMPANY SIGNATURE REGISTERED �11V FEE CMRENY / N Address License # ==== OTHER COMPANY E CURREN Y/N SIGNATURE REGISTERED Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction, Minimum ten (10) working days after Submittal data. Required onsite, Construction Plans, Storrawater Plans vd SIR Fence Insisted, 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 now projects. AN commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $250, a Notice of Commencement Is required. (AIC upgrades over $7500) Agent (for the Contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing some OVER THE COUNTER PERMITTING (copy of contract required) Reroofs If shingles Sewers Service Upgrades A/C Fences (Plot/Surveyll'ootage) Driveways -Not over Counter N 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 contractors) sign portions of the 'contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy of 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 perforTned 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, WaterANastewater 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 pen -nit 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. OWNER OR A( Subscribed and Notary Public No. HH214785 _EL I=TH RPANNAr.K Name of Notary typed, printed or stamped N fury �.F,Qltlic stake of 'nI)ao Gacnm�s on MY H114785 ttliExp1 _. '4412026 0 . I Ell 1 "1101111 Z 11194 011 Ilk IL010Lel Z Subscribed and sworn to (or affirmed) before me this 4/4/ Who istare personally known to me or has/have produced as identification. Notary Public JComissi'*!� on No. HH9147_85 _ELjZAaETH BRANNACK Name of Notary typed, printed or stamped Notary Pvblic State of Florid Elizabeth Brannack My Commission Me it &= HH 214785 Exp. 1/2412026 0 momentum F27*75-NIMMETT= t Date: 4/4/2022 Municipality: City of Zephyrhills Name: Angel Delgado Project Address: 7540 Merchantville Circle Instructions: Permit Walk Thru Permit : Permit Checklist El NOC Application El Property Record Card El Permit Application El Power of attorney 0 Designs 0 Engineering Letter • Product Approval Specs (Tech Sheets) • Municipality Specific Forms 0 Signed Contract 11 Coordinator Name: Nicki Runner Checklist ❑ NOC Application **has it been filled out, signed and notarized" ❑ Property Record Card **check the county" ❑ Permit Application **is this the correct municipality (check the property record card), has it been filled out, signed and notarized" ❑ Power of Attorney **has it been signed and notarized" ❑ Designs **are they the correct designs and do they match the application" ❑ Engineering Letter **does it match the application and designs" ❑ Product Approval Specs (Tech Sheets) **do they match the designs" ❑ Municipality Specific Forms "contractor authorization forms, etc.** ❑ Signed Contract **if applicable** ❑ Receipts **are correct and attached** ❑ Check Stubs "are they filled out and correct' Notes Walk thru permit at BD. 11 Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign(t,)comcast.net April 4, 2022 Re: Proposed Photovoltaic Solar Panel Installation Angel Delgado 7540 MERCHANTVILLE CIRCLE waysydsvinmvmnw�� 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 16' 11 " with a top chord length of 18'4" with intermediate supports at 1/4th points, making the effective longest span equals 6' 3" with 1/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf overall to the roof. The existing structure is sufficient to support the new loads associated with the additional weight & wind resistance. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof Type: Shingle Fastener Max Spacing (in.) Attachment System: "ROOFTECH"S "RT MINT 11" & "Ecol'asten" Click Fit® 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-I 703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warranty. 5. All aspects of the installation shall comply with the Florida Administrative Code, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations. If you have any questions relating to this matter, please Daniel W. Dunzik, RA. LEED-AP FL. Lie. No. AR98795 Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign(�-.O comeast. net April 4, 2022 Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-16 Dead Loads = 10 psf + 2.6 psf (new solar panels) = 12.6 psf Roof Live Load = 20 psf Ground Snow Load/Live Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-16, Equation 29.4-7 Using an effective wind area of 10 SF, external pressure coefficient from Figure 3 0.3 -A-1 Zone I = -36.5 psf Roof Slope = 23 degrees Roof Mean Height = 15 ft Zone 2 = -47.4 psf Basic Wind Speed = 140 mph Zone 3 = -54.7 psf Exposure = B Per section 2.4.1, ASD combo = D + 0.6W: Zone I = 2.6 psf + 0.6(-36.5 psf) = - 19.3 psf Zone 2 = 2.6 psf + 0.6(-47.4 psf) = -25.8 psf Zone 3 = 2.6 psf + 0.6(-54.7 psf) = -30.2 psf Check Attachment to Wood Truss Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone I = 48" o.c. max Zone I = (48" o.c. max)^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)/2 / 144 = 7.11 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 19.3 psf x 16 SF = 309 lb < W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS) Zone 2 = 25.8 psf x 7.11 SF = 183 lb < 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. x1,6 x I = 1276.8 lb N 46111611 O.ANTUM= DC THE IDEAL SOLUTION FOR: 69 Rooftop arrays on residential buildings RM d 4J BREAKING THE 20% EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9%. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new "Quality Controlled PV" of the independent certification institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti RID Technology', Hot -Spot Protect and Traceable Quality Tra.QTM. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for b high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. APT test conditions according to lEC/TS 62804-1:2015, method A (-1500V, 96h) See data sheet on rear for further information, Am On Engineered In Germany MECHANICAL SPECIFICATION I 1717mm x 1045mun x 32mm (including frame) 19.9 kg 3,2 mm thermally pre -stressed glass with anti -reflection technology Composite film Black anodised aluminium 6 x 20 monocrystalline Q.ANTUM solar half cells 53-101mm x 32-60mm x 15-18 ram Protection class IP67, with bypass diodes 4MM2 Solar cable; (+) �1150mm, (-) 2t1150mrn StAubli MC4; IP68 ELECTRICAL CHARACTERISTICS r =I, POWER CLASS ... .....................------- 350 355 360 ----------- ----- ------- 365 __ ........ 370 . ...... ----------- ............. L ST"', , POvV�Er, OUERAWA_ , 5 VV ; V, o M V-P, P_ IWI 350 355 360 365 370 [A] 10.97 11�00 11.04 1107 11.10 - - ------------------------- - ------ - -------------- --------- Do,- (',o Vo�,,,v ...... . ........... ...... . ..... ... --------- ------------------ --- --------- ---- - - - --------- -------- ------------- --- - ------- ........ ... . - - ------ V-1 IV] 41.11 41.14 41.18 . .. . . ................ ,_ - - - ...... ..... - ---------- ---- --------- 41.21 41.24 ............... I— [A] 10.37 10.43 10,49 10.56 1062 V.1r IV] 33.76 34D3 34.31 34Z8 34.84 ------ ------ . .. . .. .... . . ------ . ..... 219,5 a19.8 -�20-1---- .. ....... ------ --------- ------------- --- ?20.3 a206 1,0R V ,I V 1, V, F, E R, 0 NA,�\ T N, 0 R N I A 0,CTf,1 A �1 N 0 0 N DR- t () IN 1a, INNI 0� ------ ------- -- --------------------- - -------- _____ --- -- ---------- PmPP IWl 262.6 2663 2701 273.8 277.6 C Is, [A] 8,84 8.87 8,89 8.92 8.95 ........ ........ .. ... ... ... . -------- --------------------- ------- -------- ------------------------------- j - - -- -- --- - -------_--- -------- -------- -------- - - - --- --------------------------- .... ---- __1______ .......... V01[V] 38.80 3&83 38.86 38.90 ............. .......... -- ------------ ,e ------ ----------- ------. ..... ...--------- -------38.77 --- "',- 814 8,26 8.31 -------- 8.37 -- -8.20 --------------[-A-] - ---—--- IV) 32.24 32.48 32.71 32.94 33.17 'Measurement tolerances Pmpp t3%; Is,; V_ ±5% at STC, JOOOW/M2,25±2'C, AM 1.5 according to IEC 60904-3 -280OW/m2, NIMOT, spectrum AM 1-5 11 --- - ------- -------- 1 11 --- - --- ----- I ----------- - - ----- ------- - --- - - ----- ---------------- ----- Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE azo At least 98% of nominal power dur- __T ----- F ---- I ----- T------' ing first year. Thereafter max. 05% -------------------- degradation per year. At least 9315% of nominal power up to 10 years, At [east 86% of nominal power up to --------- 25 years. - - --------------- r ----- r ------ All data within measurement toter- ances. Full warranties in accordance ae with the warranty terms of the Q CELLS sales organisation of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25'C, 1000W/mj. TEMPERATURE COEFFICIENTS . .............. . .. ... . . .... ----- ..................... . ... ........ ....... ..... . ........... .... ........ ... . .. .. .......... ......... _,_,____ ------ ----------- ------------ a [%/K] +0.04 -vmv- w(V - ----------- [%/K] -0.27 y [%/K] -0.34 Nor-n,,1 Mod,-&� Operm,mp FemmnawFe NMOT [*CI 43±3 PROPERTIES FOR SYSTEM DESIGN ................... . ................... .................. . . . ......... 1, , .............. ... ............... ..... .... ........ ...... ... ...... . ......... . ....... ... __,___,_ . ... ...... - - - -------------- IV) 1000 PV cl Class 11 .... ... ......... ............... ... .. ... ....... . -- - --------- --- - __ ----------- - - - --------------------- ---------- ____ ...... - --------------- ---- [A] 20 FK iMm g, b A N S, I i U 1, 6 17 3 0 C/TYPE 2 Pqs�,, P,, i ........ .. . .... [Pa] 3600/2660 Pem,!vd Mod.,.,. -40'C - +85'C M,cjJ 1111111111 ------------ �,�Contv,mu-,Dukv [Pa] 5400/4000 -- -------- ... .......... . . - - - - ------- -- ----- ----------------- --------- - -------------- - ------ QUALIFICATIONS AND CERTIFICATES Qu.fity Controlled PV . TOV Rh-1.11d IEC 61215:2016; IEC 61730:2016. This data sheet oor,pli.s with h DIN EN 50380 C E - QCPV Cerbficatong9 Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha 0 CELLS GmbH Sonnenallee 17-21,06766 Bitterfeld-Woffen, Germany I TEL +49 (0)3494 66 99-23444 1 FAX +49 (0)3494 66 99-23000 1 EMAIL sates@q-cells.com I WES www.q-cefls.com Aw,aw 0 Engineered in Germany %maULS Sheet Enphase Microinverters "A i c r o hi iwerters I To learn more about Enphase offerings, visit enphasecom The high-powered smart grid -ready Enphase IQ 7 Micro" and Enphase 10 7+ Micro'" 2chlevin1 the highest system efficiency. Part of the Enphase IQ System, the 10 7 and if' 7+ Microinverters integrate with the Enphase enabling Enphase to provide an Industry -leading warranty of up to 25 years. • Lightweight and simple • Faster Installation with Improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014 & 2017) Morethen a million hours of testing Class lldouble-insulatedencloaute UL listed &ST,TjT1tMM=oO W_&WTW19i frequency ride -through rL fulrements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) n. ENPHASE Enphase IQ 7 a,,,,-,,d IQ 7+ Microinvezilers U11 S' IMVIPLUS-72-2-US / U)MUS-72-9 -Us 2H AV 351 w 2M W, AU W 6000 PV —OAMS 00' 60W env, 7MM PV rMids W&UM M& DC Wage 'W 'Y 60 \1 Am nww UWAT WAOQ 2" V - 17 27 V - d5 V opmoun: wq� 16V 401' 16 V 60 1V M"W" WM' Y"Ong""'t 21 A, 48 72 V 60 A MDX M Eton C TV! Cows (MCKM in) 15 A 15A DC WW side pwnow mahm m" 2M pw KmO dmuit OUTPUT 0ArA (AW,', ]Q'Y iQ Tf lhpflcrohlive�ter W VA 2015 V"t, Ww"XV Conomwo,; 014N A pown 24C V 290 VA Z40W 2PR A 240 V / MHV/ 2 1 L264 1 191224 V 211164V 183229 A FAMP"'M =NwAK """jItt"I" 0 A PAU V! 15 A (206 V) 1 21 A M40 V) 1 39 A ROB V!, NmmO A Mkww, 61 W 6 0 Nz V, 09 M7 47 58 w�' 5 Atn"��, I B Aws ii �rlitgn i n,',�i A MM hmwh cacwY 1 b 040 VAT 13 (NS VAQ 13 pan VAM I! (AM VAC; Owu,nige Van AC vwl W x; "a waynd wwwx, 0 A im'To- fowm facm, jqjMAY 0 7 WmWy . 03 WqWn R7 wamng.. 17 lagging, F! C N C, v Pau V @nq V p77 7 ---- 777 it Peas Kc PTC01"'n, 9,5% Q7 6 j 90% A 7 3 1116 IN waWnd wfKWm-,,, `170% 970% 9"k 11 A IN, ME.,CHAIMCAL DATA 49C In R.Vw wwwdy mn�� AN to 1 nO% (wndenST, Con"CY; woe 90TIGMS J? 1CM US 727, %'1V4 �o", I M *A mMTmW Q XXV AWWn 7orNTYs qTq 007 10 M 11 A IMML HS425sTl F"nes PV2 IMC4 o'Ga mi-"'04 le"': KA"C 'x U!, PV2 20 r A 't ", 212 rw Y i7h ma, A an 2 7T" (wahoul OwNw,', WON 1 08 ka kWH MW: Na""'w"O fonn Awnwo I wp? 0CM."n, yes, WomwwwHwwwMwwMd owwo aq on nail PON=;: enmoswd WwomwN "up, y 1 LW wvQmme rMog NEMA Npe 5 1 outdoo, FEATURES �"rnnn �Jnv Movaw�". Enhqntan Manupw and K"EnHgMen inwitcAng, oobri oV""a R licrl:"" �w'jia�ne" n "" IQ " ", Do""UYT ""ft.71; AC wK DC omnedwisz hwe bwn P"Wawa wad emme"y M fm we w We hwbrew( remomd by NLT 591; 1162109 1 k A 1 W 1 A EE 00 FMAM 0 ',"la.:,s." f", !,'�S- 000:3 Mris 8, KAWMA&VA Na M) I TNI PA apk "'! Shi,,n- RE. pMM OM CWKMS WO MU40 M wd 02210015Mt, 64118 ReMdSMWownwFIJVSPM=WAC am! ju 60nowsm" whei, =Mud umadwiq MMAMWU 0 Mvambws N,t' C""'W' -M"' " too win c—Vuwkw rwu al M iN ,nt)s' 4x-m! Enplase MeNign 00 minphasexomi, 0 2018 Enphase Energy. All rights reserved. All trademarks or Brands used are the property ofEnphese Energy, Inc, 2M 815 24 I Enphase IQ Combiner 3 (X-1Q-AM1-240-3) UMD T,) learn more about Enphase offerings, visit enphase,com T,,he nphase IQ Combiner 3'" with Friphase 1Q Envov"' consolidates intemonnection e,q,ulprnent into a Singe enclosure and stmamknes PV and storage installations by o o i novidma a Consistent, pre-wiLred solution fo,,- ,esidential al)P:icaVors, It offers up to four 2oolu� input, circu-i's and Faton BR series biusbar assembiy. 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 =1 Reduced size from previous combiner Q6riterzf &�#,uAth&f �rtckets svXX+e sl&.Vle stud mounting Supports back and side conduit entry YXt+ f6yr 2-�*Ia W,2iieh circylts fir 249 VAC plug-in breakers (not R.A. 80 A total PV or storage branch circuits U.N. M • Durable NRTL-certifiedNEMA type 3R enclosure Five-year warranty UL listed !=�ENPHASE Enphase IQ Combiner 3 MODEL, NUMBER IQ Con-,hiner S) X-AMI-240-3 IQ Corniomer 3 with Encmase iQ Envoy" printec circuit board for integrated revenue grade PV production (ANSI C12 20 +,,- 0,5%) and olptm)all COnSUM010r, Plonitoring 25%), ACCESSORIES and REPLACEMENT PARTS r�nphase Mobile ("i"nnec" CELL14i1DEI`,4,03 (A,� 12-veai data plan) Plug wr)d play industrial grade cellular miscem with data plan for systems Lip to 60 CELLMOM EW-01 1',-G, 5-yca! drita pi.-ain) microinvei-ters- (AvaillaNeur, the US, Canada,e4exico, PLIeFt(i Rica, and theUS Vitain islands, f,40i") FM M' (4G, based!-TE M 5-year data plan, vhere thefe is adequale cellular service in the installation area,'i 1 1, CT C-T-2100 -S PUT Splucore current uans-iorn-=o:s onable wh0.10 h0rce COnSUrnt)"Otl Plotodog (+/2,5e,1, Circuit Urpakes SUppoits E. BR2101, BR215, BR220, HR230, BR240, BR250, and BR260 circuit, breakers 9, R K I 0A 2 ',? 4 0 Circuit breake,, 2 poie, 1,.)A, Eaton RR2 10 BRK-1 -5A-7-2,40 Circwbreaker, 21 pole, 15A, Ealon BR215 BRK-20A-210-2410 Cincull breaker, 2 pole� 20A, Eaton BR220 Power line cavnilr (comnTumication brie paurl, quallfity 2 KA PL,JG 12U 3 Accessory receptacle fio, Powp� Lints Camer in IQ Ccrnbirter 3 (requirer, fcr FPLC-01) XA FNV-i)(,ytA-3 IQI Envoy printe.0 circurt board (PCB) 'or Combiner 3 ELECTRICAL SPECIFICATIONS a n 111 , se 1, 1 es 1) S h, P, r - t i r q Mas, continrioiav curre utput to grid, n, s, hilt io Max, fi.se/circuit raling toutput) Buand-, circ,,,ts anc�*o� noiaae� I`vlox, Continuous cu1'-'--,ni!-a1'1ng iinuul from PV'l' Max. Iot,,,I, bt anc'-i big., aker rauno Proillumfon Motoring CT MECHANICAL DATA ,DhT,er'slons Arrtbien', ter-irwralure ranqje Ccollni,l ' F -nC1(n;LJ:'f' t,virnnmentai ral(nn Continuous duly 120/240; VAC, 160 Fiz 12ba, 65 A 90A Up to out. 2,poleEaton BR senes Dist0buted Generation (DG) breakers only (riot itichudec), 64 A 80A cl distrbutec generation . 90A 'Nith. IQ Envov breaker included 200 A solid" ccre brew -Installed and wined to IQ Envoy ,IU'l x 375 x '6 8 cm !19.53" x 14 7T x 6 63"), Hle&it is 21 06' (53 5 crn wrin mounting brackets, k 6 5 1 bs ,401 0 to 146,1 C, 4011 to 1150, F) Natura' fair vecfion,vun heaaslrrerc Outdoor, NRT1. certified, NEMA type 3R, polycarbonale construction '210 A to 50 A breaker inisu-is 114 to 4 AWG cippet s 1z e s 61 A ores ke i h ra n ch mint: 4 to 1 / 0 AWG copper conductors "k?,t,02/OAW,�copp(,,,,cor)ductor- Neutral and g,ound: '14 to 1/0 COIDIDer conductors Ahcoys follow ircal co.de requirenit nts for conductor sizing AlMudo To 2-00 arelers (6,W)feet) INTERNET CONNECTION OPTIONS Ethernet, Ovioriafl, B,,2 �3, CatbL (o, Cal' 6) Ul P Ethernet cable (not inclured' C00ar Option al "LE UVOL)ENti 'I (dG) at CELLNIODEW03 r,4G) or CELLMODEM-Ml ,4G based LTE-M) d1W HICIUdeC) COMPLIANCE comphance C")iz1b,me, JL 1 Wi C,22 2 No I ,17 CPR, Part 1,15, Class B, !CFS 903 Prodiuction nnmonnq ANS. C:'-2 20 occur,,.,icy class (1-5 (PV production) 5, CS4 22 2 No 01010-1 Cor"'p1m,rics, K) 1, '-1VOY T,onflorir,q s rt�.,c,,iired In, knpnave StoracIe Syslen)�, I leam more ahottt Enphase offerings, visit enphase.com CO 2018 Enp'hase Energy. All lights reserved. All trademarks or ti,ands in ti- s document arereq+s,,crod by ,,heir respective owner ENPHASE. 20'8-09-13 RT-MINI is suitable for mounting any e conventionalwith a ,01KIC �� ICC ESR 3575 Call Now i details i it 60s FLORIDA BUILDING CODE 104.0."0 0 M P L I A N C E 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, 1 - UL CERTIFICATIONS Racking UL 2703 (Supplied by Ecol'asten) r 1 Sit,' 2 - MODULE LOAD RATING r. cI A, 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 Ecol'asten, when applicable) 5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS � Florida Product Approval � Miami Dade NOA It, Water Seal Testing: TAS100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA) 4t "ItlEcoFasten, For Instatters. By Instatters Ecol'asten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-10 and Q13-1 as shown below. GF-11 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an Ecol'asten compression bracket, a watertight seal is created, maintaining the integrity of the roof, Available GF-1® SKUs: Ism ClickFit L-Foot Ca,oacityl_ERgepoQLrtL!t�7.2�9.2021 GF-1 Installation Manual Florida 08.11.2021 v2.0 EcoFasten, For Instatters, By Instatters, EcoFasten I Page 3 QB-1 uses a super strong base that can be used on composition shingle, tile, shake, slate, metal shingle, and low slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can 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 * 3017011 - is POST AL IVILL 4.5" 0 3017012 - is POST AL IVILL 6.5" 9 3017013 - QB-1 FLASHING AL MLL 12X12" # 3017014 - QB-1 FLASHING AL MLL 18X18" * 3017015 - QB-1 EPDM COLLAR BLK 1.25" 11!IIII IM'Myroraff.-TUAWN MW Qg-1_Stqte oLFlorida CertiLication Letter 07.29.2021 11caFasten, For Instatters, By Instatters, EcoFasten I Page 4 CLICKHT"' 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. FIM � ClickFit UL 2703 Approved Installation Manual Version OZO6.2021 v2.5 � ClickFit UL 2703 Approved Addendum 06.OZ2021 v1,1 � ClickFit Master Letter Certi Ligation 04.15.2021 •' = EcoFasten, For Instatters, By Instatters, EcoFasten I Pages GF- 1 F LXSHINQ V BLK 6X I Z - --------- -- XINW�---- L, -7 j i WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 Ec a Fa ste n For Instatters. By Installers, EcoFasten I Page 6 XMIMMIMMAIRS ii'H' '� �1'1`t'�i,—R,v--s.r -1 V ego ------------- 00 WN MCI * 5 1 MM 4 V-3 3017015 Q3-1 EPDM COLLAR BLK 1.25" 14 Feb STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten, For Installers. By Installers, EcoFasten I Page 7 STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 n-EaWasten, For Instatters. By Instatters, EcoFasten I Page 8 a a F- 3017013 QB-1 FLASHING AL MLL 12X12" r--T ------------ T T- WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten, For Instatters, By Instatters EcoFasten I Page 9 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 72-Cell (P) Ground Exposwe Wind S,�� 90 mph 95 mph too mph 105 mph HO mph 115 mph 120mph 5— Load Cat ry P-1 An& RoofZne V I 2e 2, 2n 3e 3, 1' 1 20 2, 2, 3, 3, V I 2e 2, 2n 3e 3r V 1 2e 2r 2n 3e 3r I ' I 2e 2r 2n 3e 3r 1'I 2e 2t 2, a, 3r 1' 1 2, 2, 2n 3e 3, Aney Interior 58 sa sa ss ss ss ss 58 fis ss 58 58 58 sa 58 58 58 sa ss sa 58 ss sa sg 58 sa 58 sa sa ss 58 sa ss sa fia sa sa fis sa ss 58 ss sa 58 sa 58 $a 58 58 0.7 1,.y Edge 55 M 58 S8 58 58 58 58 58 58 58 58 58 58 58 58 58 59 58 Sa 58 58 58 59 58 58 58 58 58 58 59 58 58 57 57 59 S8 58 58 58 54 54 58 58 sa sa 58 52 52 I'.v Iw 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 fit 61 61 61 61 61 61 61 61 61 61 11 1 11 11 61 11 sl at 61 6 61 61 61 60 71.20 Array Edge 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 62 61 61 61 59 61 61 61 61 61 61 56 61 61 62 59 59 :1 t :t ft 5E 5,56 51 61 6161 54 54 54 49 Array iw 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 2 622 6 62 62 62 62 62 a 20.27 Array Ed& 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 6 62 62 _62 62_ 62 62 62 62 62 62 62 62 62 62 62 62 61 62 62 62 61 :21 :1 59 _:2 62. 62 ... 59 59 59 S7 "ay toffirio' 73 73 73 13 " " " 73 73 73 73 73 73 73 73 73 73 73 3 73 73 73 7' 7' ' 73 73 73 73 7373 73 73 72 73 73 73 73 73 73 70 73 73 73 73 73 73 69 73 27 to 45 Array Edge 73 13 73 73 73 72 73 11 73 73 73 70 73 73 73 73 ;33 67 73 13 73 73 ;3 7065 70 70 70 70 68 6370 68 68 68 68 6866 61 666666 66 66 64 59 64 aroy 1—d., 85 85 85 95 85 85 85 95 85 85 as 85 85 85 85 as 85 85 85 95 as 85 95 as as 85 85 85 95 85 85 95 85 85 85 85 95 95 95 85 95 as 95 96 83 83 83 83 83 451.0 Prroy Edge 95 85 85 95 85 85 85 95 85 85 85 85 85 85 85 85 82 82 82 92 82 83 93 79 79 79 79 79 81 81 76 76 76 76 76 78 78 74 74 74 74 74 76 76 72 72 72 72 72 "Im 58 58 59 58 s8 58 58 SO 58 59 58 53 59 S8 58 SO 58 58 58 58 59 S8 58 59 59 58 58 58 58 58 59 59 59 59 59 59 68 58 59 59 56 56 $8 59 58 58 58 54 54 0.7 58 58 59 58 58 58 58 59 58 58 58 58 56 56 59 59 58 S8 S8 53 53 58 58 59 58 59 50 50_ 58 -19 S7 57 57 48 48 58 58 S4 54 54 45 45 58 58 52 52 52 =43 43 Array 6fterior 61 fit 61 61 61 61 61 61 61 61 62 61 61 61 61 61 61 61 fit 61 61 fit 61 61 61 fit al Sg '51 61 fit 60 0 60 55 61 61 61 S8 58 M 53 fit fit 61 M 56 M SO 7w20 Arta f� 61 62 61 60 60 60 55 61 61 61 57 57 57 52 61 61 fit 54 54 S4 49 61 fit 61 52 52 52 47 _60 60 60 49 44 49 4S SE 58 58 47 47 47 43 56 56_ 56. _45 45 .45 41 A,,q b,t60o, 62 6 62 62 t62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 52 62 62 62 Q Q 62 62 62 62 62 62 62 62 62 62 62 62 62 61 62 62 62 61 61 61 59 45 pO c 20027 .— .- . :fi2 62 62 62 62 62 62 62 6_2 62 62 0 62 62 W 0 60 GO 51 62 62 62 57 57 57 54 62 62 62 54 54 54:.52 62 62 62 52 52 52 50 62 62 62 49 49 49 41 A,.yh4.!., 73 73 73 73 73 73 73 73 73 71 _62 73 73 71 73 73 73 7,3 73 73 69 73 73 73 73 73 72 66 72 72 72 72 72 69 64 69 70 70 70 70 67 62 67 68 68 68 68 65 6D 65 27 w 45 A-y E,1V 72 72 72 72 65 64 69 69 69 69 6% 157 62 67 67 67 67 67 64 59 64 65 65 as 6$ 62 56 62 62 62 62 62 60 54 60 61 $1 61 61 58 51 58 58 58 59 $9 SS 49 SS A=— ht 85 85 85 85 85 85 as as as as 85 86 a$ 85 95 95 $4 94 84 94 84 95 85 91 91 at 81 91 82 82 78 78 It 78 7S 90 80 76 76 76 76 76 78 78 74 74 74 74 74 45t.60 cd,. 82 82 78 78 78 79 78 20 SO 75 75 75 75 7S 77 77 73 73 73 73 73 75 75 70 70 70 70 70 73 73 68 fig 458 68 a 71 71 66 " 66 66 " 69 0 64 64 64 64 64 Array lnYefior 61 61 6 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 fit 0 60 61 61 61 61 61 57 57 61 61 61 61 61 54 54 61 61 61 61 61 51 51 61 61 S9 59 59 49 49 0.7 .V A,Edge 61 61 61 61 61 54 54 61 61 W 60 60 52 51 61 61 57 57 57 48 48 61 61 54 54 54 46 4fi 61 W 52 52 52 44 44 61 58 0 49 49 42 42 61 55 47 47 47 40 Q Array I.-w 62 62 62 62 62 62 62 62 62 62 62 62 62 59 62 62 62 61 61 61 56 62 62 62 59 58 59 53 62 62 62 56 56 56 51 62 62 2 5 53 53 48 62 62 62 51 51 51 46 Ito 20 I., Edge 62 62 62 56 56 56 50 62 62 62 52 52 52 AS 61 61 61 SO SO SO 45 M 58 58 47 47 47 43 56 56 56 45 45 45 41 53 53 :3 43 43 43 39 51 51 51 41 41 41 37 .'.' ant m . 64 64 64 64 64 64 64 64 . . . . . . . . . 64 . 63 64 64 64 63 63 63 61 64 64 64 61 61 61 59 64 64 64 58 58 58 56 64 64 64 56 56 56 54 20.27 ,,, Edge 64 E4 64 61 61 61 59 64 64 64 58 58 58 55 64 64 " 55 55 55 53 EA 64 64 52 52 52 50 63 63 63 49 49 49 48 61 61 61 47 47 47 45 59 59 59 45 45 45 43 Array I—o' 75 75 75 75 7: 70 7 15 71 7 71 73 11 71 71 7: 1 7� E5 7fi 1. 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SO Array Edge 99 99 94 44 94 94 94 96 96 SO 4O 90 90 90 93 93 97 97 97 97 87 % 90 M Sa 84 U U U W 82 92 82 82 82 M 86 n 79 79 79 79 83 83 T, 77 77 77 77 Array, Jalvior 103 97 87 87 V 77 77:.103 93 84 84 94 74 74 103 90 81 91 81 72 72 103 97 78 78 n 69 69 103 84 75 75 75 67 67 203 81 n 73 73 65 65 99 79 71 71 71 63 63 01.7 Array Ed e 203 8475 75 75 67 67 102 82 72 72 72 64 64 98 78 70 70 70 62 62 94 75 67 67 67 60 60 91 73 65 6S 65" 57 57 88 70 63 63 63 Ss 55 86 68 61 61 61 53 53 ar,aylataft, 91 92 91 79 79 79 74 88 88 88 76 76 76 71 85 OS 85 73 73 73 69 92 82 92 71 71 71 66 79 7975 68 60 68 64 77 77 77 66 66 66 62 74 74 74 64 64 64 61 7W20 Array Ed 79 79 74 6869 60 64 76 76 76 66 66 66 62 73::.73 73 64 6464 60 71 71 > 71 fil 61 61 57 i68 fig 69 59 59 59 54 66 fis 66 57 57 57 52 64 64 " 54 54 54 49 A"'Y""'W 101 101 101 84 84 84 82. 97 97 97 91 81 91 79 94 94 94 78 78 73 76 90 90 90 75 75 75 73 8787 97 71 73 73 72 85 85 8S 71 71 71 69 82 92 12 0 Es 69 67 20"'27 AIM Edge 87 87 97 73 73 73 71 24 24 84 7070 70 69 81 91 91 68 69 69 " 78 79 79 65 65 65 64 M 76 76 63 ra 63 62 71 73 73 61 61 61 60 71 71 71 60 so ED 57 Arrnrlaradcr 94 94 94 94 91 84 91 91 92 91 91 V 91 8787 87 87 27 84 79 94 94 94 94 84 81 75 81 82 82 92 82 79 73 79 79 79 79 79 76 70 76 77 n 77 77 74 68 74 27u,45 Array Edge 81 81 81 81 78 73 78 79 70 78 79 76 7076 76 7676 76 73 67 73 73 71 73 73 70 65 77071 71 71 71 68 63 68 69 69 69 69 66 61 66 67 67 67 67 6459 " AllaylMenor 107 107 102 102 102 102 102 103 103 98 98 98 98 98 100 100 95 95 95 95 95 97 17 92 92 92 92 92 95 95 89 89 99 89 89 92 92 W 86 86 86 N 90 W ga 83 83 83 83 45.60 Allay edge 94 94 88 88 88 89 89 91 91 85 95 8$ 85 85 89 89 8Z 82 92 82 82 96 " 79 79 79 79 79 83 83 77 " 77 77 77 81 81 75 75 Y 15 75 7S 79 79 72 72 72 72 72 All, interior 1W 1M 100 100 IM 93 93 IW 1W 1W IM IM 99 89 1W IM 97 97 97 86 86 IW 100 93 93 93 83 83 100 100 SO SO SO W W IM 98 87 87 97 78 78 IM 95 85 85 85 75 75 01. Array Edge 1W IW 90 %) 90 80 W IM 97 87 97 97 T7 77 1W 93 93 83 83 74 74 IM SO 81 81 81 72 72 100 87 78 78 79 69 69 IM U 76 76 76 67 67 1W 82 73 73 73 65 65 Array fir-f., 103 103 103 95 95 95 89 103 103 103 91 91 91 85 102 IN 102 N 88 U 82 99 N 98 95 85 SS 79 95 95 95 92 82 82 77 92 92 92 79 79 79 74 n 89 89 77 77 77 72 71.20 Array Edge 9S 95 95 82 82 82 77 91 91 91 79 79 79 74 89 U H 76 76 76 71 95 85 85 73 73 73 69 82 82 82 71 71 71 67 79 79 79 69 69 69 65 77 77 77 67 67 67 63 Ally Interior 104 104 IN 101 101 101 10 104 IN 97 97 97 94 IN 104 104 94 94 9491 104 104 104 W W 90 88 104 104 104 87 87 87 85 102 102 107 95 85 95 82 99 99 9992 82 92 80 8 20.27 Allay Edge 104 IN IN 87 87 :: 101 101 101 U 84 84 82 97 97 97 81 81 81 79 54 N 94 78 78 78 76 91 91 91 76 76 76 74 N 88 88 73 73 73 71 85 85 85 71 71 71 69 — Array lMet.r .87 105 IIS 105 105 105 100 105 105 105 105 105 105 96 105 1()5 IM 105 105 101 93 101 101 101 101 101 97 W 97 98 N 99 N 94 97 " 95 95 95 95 91 84 91 92 92 92 92 88 82 H 27.45 Array Edge 98 N 98 98 94 87 24 " 94 N 94 W 83 SO SO W SO 90 87 W 97 87 87 87 87 84 78 U 84 M M M 81 75 81 Q 82 82 82 IS 73 79 79 79 79 n 77 71 77 Allay inlets 107 10 107 107 107 107 107 107 107 107 107 107 107 10 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 106 106 106 106 106 107 107 103 103 103 103 103 IN IN IW 1W IW IW 1w 45 . 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Allay Edge IW U 75 75 75 67 67 IOD BI 72 72 72 64 U N 78 70 M 70 62 62 94 75 67 67 67 SO W 91 73 65 65 65 57 57 U 70 63 63 63 55 55 86 68 61 61 fil 53 53 Array jare'l., 91 91 91 79 79 79 74 99 88 88 76 76 76 71 85 85 95 73 73 73 64 92 92 82 71 71 71 66 79 79 79 68 68 68 64 1 TT 77 66 66 66 62 74 74 74 64 64 64 61 7.20 Allay Edge 79 79 79 68 68 68 6e 76 76 76 66 66 66 62 73 73 73 N 64 64 0 71 71 71 61 61 61 57 68 68 68 59 59 59 54 66 66 66 57 57 57 52 64 64 64 54 54 54 e9 Array JaWo, 101 101 101 84 84 84 82 97 97 97 81 81 81 79 94 78 78 78 76 M 90 75 7 75 73 87 87 87 73 73 73 71 85 85 85 71 71 71 69 82 82 82 0 69 69 67 0 20.27 A,,., Edge 97 87 87 73 73 73 71 84 847 70 0 6884 70 :a 1 :4 1 81 68 68 68 66 78 79 6565 65 64 76 76 76 63 63 63 62 73 73 73 61 61 61 60 71 71 71 W w w 57 Array rote,.,94 4 U M 9 91 8491 91 91 91 91 87 91 87 87 97 87 87 84 79 84 _78 84 8484 Be 81 75 81 82 92 9 79 73 79 7982 79 79 79 76 70 76 77 T7 74 6877 74 27.45 kwwp 81 92 91 91 78 73 79 79 78 78 78 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 65 70 71 71 71 71 68 63 68 e 0 0 69 66 61 66 67 67 67 67 " 59 64 Allay [Mftl 107 107 t02 102 102 102 102 103 103 98 98 N 96 98 100 100 95 95 95 95 95 97 97 92 92 92 92 92 — 95 95 89 alS as 89 89 61' 6 W72 83 83 83 83 83 45.60 Allay Edge 94 94 88 88 88 88 88 91 91 85 85 85 85 8589 8977 82 82 82 92 82 86 86 79 79 79 79 79 83 83 77 77 77 77 :2 , :1 71 75 75 75 IS 79 79 12 72 12 72 ArrayfaldrWr 92 92 92 92 92 92 92 92 92 92 92 92 99 89 92 92 92 92 97 36 36 92 92 92 92 92 83 83 42 92 90 90 90 80,, 30 92 912 87 87 87 78 78 42 92 95 85 85 75 75 OW A,Mfdp 92 92 90 90 90 80 20 92 92 97 $7 97 77 77 92 92 83 83 sa 74 74 92 90 91 41 Irl 72 72 92 97 78 79 79 69 69 9' 84 76 76 76 67 67 92 92 73 73 7a 65 65 W,� SS 9& 99 9S 95 95 89 9898 98 11 % 91 85 SS 8888 88 92 98 98 99 85 25 8$ 79 95 95 Es 82 7 7 92 92 92 79 79 79 74 sS 89 89 77 77 77 72 7.20 Arr-YEdse 95 95 9S 82 92 92 77 111 91 91' 79 ,79 79 74 a se as 76 76 76 n 8s 85 85 73 73 73 0 82 82 $2 71 71 71, 17 79 79 79 60 fa 69 155 77 77 77 V 67 67 63 Array InWor 99 SS 99 99 99 S9 98 99 99 W 97 97 97 94 " 99 " 94 94 94 91 99 99 " 90 90 90 89 99 " 99 87 87 25 99 99 " 85 85 85 92 9% 99 99 92 82 82 W a WWV AlliVEdg. 99 99 99 97 87 87 BS 99 99 99 84 94 84 82 97 97 97 81 81 81 79 94 94 94 79 78 78 76 91 91 91 ,97, 76 76 76 74 88 89 U 71 t 73 73 11, 85 85 95 71 71 71 69 Array frabriar 105 IDS 105 105 105 UO WS 106 105 105 105 105 96 SOS IOS IOS 105 105 101 91 101 101 101 101 101 97 W 97 99 99 98 99 94 07 94 95 95 95 95 9Z 84 91 92 92 92 92 88 82 88 27to4S 98 " 54 $7 94 94 94 94 94 W 83 90 90 9() 90 87 80 97 87 V 87 87 U 79 $4 84 $4 84 84 81 75 10 82, 92 92 82 79 73 79 79 79 79 79 77 71 77 Array U'W- _98 ....98 107 107 107 107 107 107 107 107 107 107 107 107 107 107 _90 207 107 107 W7 107 107 107 10 107 207 107 107 107 107 107 107 106 106 106 JOS W6 107 107 103 103 203 103 103 W4 104 1w Ew =a Iw too 45160 Arm Edge lEdga 107 106 106 106 106 106 IM 106 102 202 102 102 102 103 203 98 98 98 99 9$ IW IOG 95 95 95 95 95 97 97 92_ 92_ 92 92 95 05 24 $S� 89 89 0 92 92 86 tG 96 86 86 1,., ay 92 2 92 92 92 82 82 92 92 89 99 79 79 92 92 M 86 N 76 76 92 92 83 83 83 73 73 92 N S() W _52 W 71 71 92 N 77 77 69 69 92 M 75 75 75 67 67 0,.7 92 W W W 71 71 N 86 77 77 77 68(5S 92 82 74 74 74 66 66 92 80 72 72 72 64 64 92 77 69 62 69 62 62 92 75 67 67 67 0 SO 91 72 65 65 65 57 57 Array r,., r. r.., 17 17 `7 M M Be 78 93 81 81 81 76 90 W W 78 78 78 73 8 a &7 7: 7: 7: 70 N i4 84 73 73 73 68 81 91 81 70 7 0 70 66 79 79 68 R 68 M 71.20 Erfir. ArrayE a U U 73 73 7S . .1 1 :'1 70 70 7 0 66 7 8 78 78 67 67 67 63 775 757 75 6 6 6 61 73 73 7 3 13 3 63 59 70 70 , 1 , 1 61 56 Es R 68 59 59 59 54 Army hrMrior 99 99 99 99 99 89 97 99 99 99 86 BE 96 U 94 99 99 83 83 SS 81 96 96 96 W W W 79 93 93 93 77 77 77 75 _70 Sal) W 90 7S 7S 75 73 _ 87 87 87 73 73 73 71 to ad C 21) to 27 1,., Edge 13 93 93 1 1 1 71 . . . 74 74 74 72 N BE W 72 72 72 70 93 83 83 69 69 0 68 SO W W 67 67 67 65 78 78 n 65 65 65 63 76 76 76 63 63 63 62 lMerior IW SW 1. iW . . . . . 96 96 . . . 13 93 93 . . . . . . W 91 M W N 97 87 87 87 83 77 93 U 84 U " 81 75 81 81 81 91 81 78 73 78 27 ep 45Array Allay Edge 1 86 86 86 86 93 77 83 83 H 83 93 80 74 W 80 80 80 80 77 72 77 78 78 78 78 75 69 75 75 75 75 75 72 67 72 73 73 73 73 70 65 70 71 71 71 71 68 63 0 Allay Interior 107 107 107 107 107 107 107 107 107 IN IN 104 104 IN 105 105 101 101 101 101 101 102 102 97 97 97 97 97 " 99 94 94 94 54 94 97 97 91 91 91 91 91 94 94 98 98 U 89 H 45.60 Allay Edge 99 99 94 . 94 94 96 96 90 W % 9() M 93 93 87 87 87 87 87 _90W M 84 _U M M W AS 82 82 V V 82 86 86 79 79 79 79 79 83 83 77 77 77 77 77 Array WANT _94 92 92 97 87 97 77 77 92 92 94 84 84 74 74 92 $a 82 81 81 72 72 92 87 79 78 78 69 0 92 84 75 75 15 67 67 92 81 73 73 73 65 65 92 79 71 71 71 63 65— E1W7 !!ra, L4M 92 94 75 75 75 67 67 91 91 72 72 72 64 64 92 78 70 70 IM 62 SZ 91 75 67 67 67 ED W r91 73 65 65 65 57 57 29 i70 63 63 153 SS 55 86 68 61 61 61 53 53 Ayfafte- 91 91 91 79 79 79 74 88 98 89 76 76 76 71 95 95 95 73 73 73 rh 82 92 82 71 71 71 66 79 79 " 68 69 U 64 77 77 77 66 66 66 62 74 74 74 U 64 64 fil 7W20 A-VEdge 79 7 79 68 60 a 64 76 76 76 66 t�S sS sr 71 , 73 73 64 64 " 60 71 71 71 fil 61 61 57 W U W 59' 59 Sa 54 66 66 " 57 57 57 Sa 64 64 54 54 54 49 Array Wed., IOD 100 IM 94 84 84 82 97 97 97 91 91 81 79 94 94 94, 78 78 78 76 90 M SO 75 75 75 73 87 87 87 73 73 73 7 85 95 85 71 71 71 69 92 82 92 69 ES 69 69 67 0 20t.27 All., Edo 87 87 37 73 73 73 71 64 84 94 70 70 70 68 01 81 82 6$ 69 68 64; n 78 79 65 �5$ 65 64 76 76 76 63 63 63 62 73 73 71 61 61 61 60 1 60 60 60 7 Ar,aybatl., -44 94 94 94 91 94 91 _jI 91 91 91 97 S1 $7 97 97 87 87 84 79 84 94 94 $4 24 81 7,5 81 82 82 82 42 79 73 79 7% 79 79 79 76 70 7 6 77 77 _ 77 77 74 68 7 4 7,71.45 Army Edge 82 81 31 BE -M 7-$ 78 IM 79 78 79 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 65 M 71 71 71 71 68 63 Ba 0 69 0 69 66 61 66 67 67 W7 67 64 SS 64 May 0reerlor -7 1117 102 102 = 102 IM 103 98 99 98 99 9 2090 18090 95 135 9 5 95 95 967 97 92 92 92 92 92 95 95 W 89 " 89 99 92 92 BE 86 86 86 86 90 So So 83 ga S 83 83 83 41;W ArrayE 94 S4 BE 88 .88 88 91 91 85 85 85 SO 95 5 8 SE t2 82 82 82 8 86 79 79 79 79 79 83 41, _77 77 77 77 81 ft 75 75-.75 75 75 79 79 72 72 72 72 72 22 of 31 Maximum Rail Spans (inches) Clickfit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- Landscape G,...d E,no Wind Speed 130 Iron --l"O -ph— M mph 160 mph 170 mph ISO mph Snow Load ory Argie noofZ0, V 1 2e 2, 2n to 3, V 1 2e 2, 2n 3e 3, 1. 1 Zo 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, V 1 Ze 2r 2, 3, 3, 1' 1 2e 2, 2n 3e 3, 'E.-I Arrayintetor 103 F* FO 80 80 71 71 103 95 76 76 76 68 68 102 80 72 72 72 64 64 97 " 69 69 69 62 62 93 74 66 66 66 59 SO 85 71 64 64 64 SS 55 0.7 Array Ede 97 77 69 69 69 62 62 92 73 66 66 66 58 58 87 70 63 63 63 54 54 83 67 60 60 60 51 51 80 M 56 56 56 48 a 77 61 53 53 53 45 45 A=�r IVk 14 14 73 73 73 SO 80 80 90 69 61 0 65 76 76 76 66 66 66 62 7 72 72 63 63 63 59 69 69 69 60 60 60 55 67 67 67 57 57 57 52 7to20 73 73 73 63 63 63 59 69 69 SO SO 60 60 SS 66 66 66 56 SO 56 51 453 61 63 E2 52 52 49 60 Sit 60 49 49 49 45 57 57 57 46 AS 46 42 Array Interior 93 43 93 <77 77 77i 75 88 88 88 74 74 74 72 U 04 84 70 70 70 N 80 SO SO 67 67 67 65 77 77 77 64 64 64 63 74 74 74 62 62 62 SO a 2OW27 A—yEdge w swo 80 67 67 67 6S 76 76 76 154 64 64 62 73 73 73 61 61 fit S9 60 0 0 c57 57 57 55 67 61 67 54 54 54 52 64 154 64 51 51 51 AS $7 87 8 87 93 77 83 82 92 82 92 79 73 79 78 78 78 79 75 70 75 7S 75 75 75 72 67 72 72 72 72 72 69 64 0 69 69 69 69 67 62 67 27 to 45 =r 75 75 75 <75 72 67 72 71 71 71 71 69 64 69 AS 69 fig fig 66 61 66 65 65 65 65 63 57 63 62 62 62 62 SO 54 SO so ED SO i 60 57 51 S7 Array interior 100 IDO 94 94 94 94 94 95 95 89 89 89 89 89 91 91 S$ 95 85 8S 95 98 89 81 91 81 81 81 N 84 78 79 79 72 M S1 21 75 75 75 75 75 45 to 60 :ArrayEde 88 W 92 87 82 82 82 V U 78 78 78 79 78 W W 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 68 71 71 65 65 65 65 65 I-,= 100 11 11 11 71 13 63 71 17 17 11 SO 61) SO 71 1 1 6411 11 86 60 11 61 61 11 11 12 11 11 18 58 41 11 11 11 11 51 11 47 47 0.7 ". 86 68 62 62 62 53 53 81 65 58 58 58 49 49 77 62 54 54 54 " 46 74 59 50 50 50 43 43 7t 55 47 47 47 40 40 68 52 45 45 45 38 38 Array hu,n., 74 74 74 65 65 65 61 71 71 71 61 61 61 57 67 67 67 SO 58 SO 53 64 64 64 54 54 54 49 62 62 62 51 S1 51 46 59 59 59 QB " 48 " 7.20 Array EIge 65 65 65 55 55 55 50 61 61 61 51 51 51 46 59 59 58 47 47 47 43 54 54 54 " 44 " 40 51 51 51 41 41 41 M 48 0 48 39 39 39 35 Array Irtom, 82 82 92 69 69 69 67 78 78 78 65 65 6S 64 74 74 74 62 62 62 61 71 71 71 60 60 60 57 611 68 68 56 56 56 54 66 66 66 53 53 53 51 0 Pq C 20.27 Array Edge 71 71 71 SO SO W SO SO SO 68 55 55 55 53 65 65 65 52 52 52 SO 62 62 62 a U U AS 59 59 59 45 45 45 " 56 56 56 43 43 43 41 Arny _Inteml 77 77 77 77 74 69 74 73 73 73 73 70 65 70 70 70 70 70 67 62 67 67 67 67 67 " 59 64 E4 64 " " 62 56 62 61 fit At 61 59 S3 59 271.45 Array Edp 67 67 67 67 64 SO 64 64 6,1 So 64 61 55 61 61 61 61 61 59 52 58 57 57 57 57 54 U 54 54 So 54 Et 51 45 51 St 51 St 51 a 43 48 A—, 1—to, 90 90 . 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61 P1 47 47 47 46 59 59 SO " 44 44 43 54 54 54 42 42 Q 40 51 51 51 39 39 39 39 AmyIntew 73 73 73 73 70 65 70 69 69 69 69 66 62 66 66 66 66 " 63 58 63 63 0 63 63 61 54 61 60 60 60 60, 57 51 $7 57 57 57 57 54 48:54 27.45 An,.y Edge 63 63 63 63 61 55 61 60 60 60 60 i57 51 57 56 56 SO 56 53 47 S3 SZ 52 52 52 SO 0 50 49 49 0 49 47 42 47 46 46 46 46 44 39 " Aroiroodo, SS 85 79 79 79 79 79 81 91 75 7-1 75 75 75 78 78 71 71 71 71 71 74 74 68 69 68 W 69 71 71 66 66 66 66 66 60 68 63 63 63 63 63 45.60 Edge 75 75 69 69 69 69 69 71 71 65 65 65 6S 6S i 68 68 62 62 62 62 62 SS i 65 59 59 59 59 59 62 62 56 56 56 56 56 60 0 53 53 53 53 53 Array Interior 100 89 80 80 SO 71 72 100 85 76 76 76 68 6: 10 SO 72 72 72 64 97 77 69 69 69 62 62 93 74 66 66 66 59 59 89 7 64 64 6655 55 01.7 Array Edge 77 69 69 69 62 62 73 66 SO 66 59 5 87 70 63 63 63 54 54 67 ED SO 60 51 51 go . 56 SE, 56 " 48 77 61 53 53 53 45 45 _ Array Interior _97 84 84 " 73 73 73 68 _92 80 80 80 69 69 69 65 76 76 .. 76 66 66 66 62 72 72 72 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71 71 65 65 65 6S 65 Arny Inoolor 100 79 71 71 72 63 63 94 75 67 67 67 60 60 W 71 64 64 64 56 56 86 68 61 61 61 52 52 82, 65 59 68 58 49 49 79 63 55 55 55 47 47 Ot.7 Aney Edg,, 96 68 62 62 62 St 53 431 65 SO 59 SO 49 49 77 62 54 54 54 An 4574 59, 50 SO SO 43 AS 71 SS 41 47 41 40, 4068 -52 45 45 AS 3839 A—VII 1 74 74 74, 65 65 0 61 71 71 71 61 61 61 57 67 67 67 58 58 58 53 64 64 " 54 54 54 49 62 62 At 51 51 51 46 59 59 59 48 U 48 44 7.20 Array Edge 65 65 65 55 -55 Sr 50 61 61 61 51 51 51 46 59 58 58 47 47 47 43 54 54 54 44 4444 40 51 51' 51 41 '41 41 SO 48 48 48 39 39 39 35 Anayleted., 92 ItZ 82 691 69 69 67 78 79 78 65 65 65 64 74 74 74 62 62 62 61 71 71 71 60 W 60 57 68 a 69 $0 56 $6 54 66 66 66 53 53 53 51 5 PIf C 20w27 Ana Edge 71 71 71 60 ED 60 59 a 68 68 5$ 55 55 53 155 65 65 52 52 52 50 67 62 62 48 48 48 46 59 59 59 45 45 45 44 $6 56 $6 43 43 43 41 AmyInterloy 77 77 77 77 74 69 74 73 73 73 73 70 65 70 70 70 70 70 67 62 67 67 67 67 67 b4 59 54 64 64 64 64 62 56 62 61 fit 61 61 59 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57 57 54 48 54 27.45 ArrayEdge 63 63 63 63 6T 55 61 W W W W 57 51 57 56 56 56 56 53 47 53 52 52 52 52 W 44 50 49 49 49 49 47 42 47 46 46 46 46 44 39 44 Array lntar'ror 85 BS 79 79 79 79 74 el 83 75 JS JS 75 75 JS 78 71 7T 71 71 73 74 74 68 68 68 68 68 JS 71 66 65 66 W W 68 68 63 63 63 63 63 45.60 ArrayE a 75 75 69 69 69 69 69 73 71 65 65 65 65 65 68 68 62 62 62 62 62 65 65 59 59 59 59 59 62 62 56 56 56 56 56 W W 53 53 53 53 53 29 of 31 IN, 4 Company Feb 19, 2021 Designer 06:43 AM Job Number: Checked By: Section Properties: Section 1 450124 (REV X03).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 X-Bar (Right) = 0.787 in X-Bar (Left) = 0.787 in Y-Bar (Top) = 0.788 in Y-Bar (Bot) = 0.786 in Max Thick = 1.575 in Equivalent Properties: Area, Ax = 0.373 in A 2 Inertia, lxx = 0.151 in A 4 Inertia, lyy = 0.100 inA4 Inertia, Ixy = -0.000 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Ed . 64 . 64 . 0 . 0 . 60 . 57 4 Ed do, . . . 64 57 . 57 . 57 64 54 . 6,4 as 64 64 64 Ed 54 64 54 6,t 63 54 52 6,t 64 Ed 6,4 64 64 62 52 62 52 62 61 52 50 . 63 . 63 . 63 51 49 61 EF 49 49 Sa 47 Array Interior 75 75 75 75 75 74 75 75 75 75 75 75 71 75 75 75 75 75 74 69 74 75 75 75 75 72 66 72 72 72 72 72 69 Ed 69 70 70 70 70 67 62 67 68 68 68 68 65 60 65 27.45 k,., Edge 72 72 72 72 69 Ed 0 69 69 0 69 67 62 67 67 67 67 67 64 59 so 65 65 65 65 62 56 62 62 62 62 62 60 54 60 61 61 61 61 58 51 59 58 58 59 58 55 49 55 4a toArray lnterror Array Edge 81 82 85 82 85 as 78 78 . a 85 78 78 85 SO 857: 80 a 75 81 75 7 8 75 7: a 77 85 77 84 73 8484 73 Ed 73 73 84s 73 . 75 . 7: .1 al 70 .1 70 8182 70 81 70 73 18 828070 73 68 18 58 18 68 78 78 68 E8 71 SO 71 1. 66 Is 66 76 66 Is 7s 66 66 78 69 78 69 74 64 74 64 74 74 64 64 74 64 A—VIntod. 62 Q 62 62 462 62 62 62 62 62 62 6Z 62 62 Q 62 62 62 62 W 60 62 62 62 62 62 57 57 62 62 62 62 62 54 54 62 EZ 61 fil fil 51 51 R 599 59 59 49 49 OW Q 62 Q 62 6Z 54 54 6Z U W 60 60 SI 51 62 62 S7 S7 57 49 49 6Z 62 54 54 54 46 46 62 66 5Z 52 52 44 " 62 59 45 49 49 42 42 62 as 47 47 47 40 40 "It—W 64 64 64 64 64 64 61 64 " 64 63 63 63 5.4 64 64 64 62 61 61 56 " 64 " 58 59 58 53 " 64 64 56 56 56 11 64 64 64 51 53 53 49 62 Q 62 51 51 51 46 7t*20 A,,4 Edge 64 " 64 SS 56 56 50 0 63 63 52 sZ 52 4$ 61 $1 61 So 50 $0 45 $0 S$ 58 47 47 47 43 56 56 56 45 45 45 41 55 53 54 41 43 43 35 '51 51 51' 41 41 41 37 ftdo., "A,WE a 65 65 65 65 65 65 65 65 65 65 as as as 65 65 65 65 65 65 63 65 65, 63 65 63 61 65 65 SS 61 61 61 55 65 65 65 S& 58 58 56 65 65 65 56 56 56 54 0 20t.27 e !� 65 as 61 61 62 as 65 as as ,dg 58 Sa 58 55 as 65 65 55 55 55 53 05 65 65 52 52 52 50 0 63 63 44 491 49 48 61 61 61 47 47 47 45 W " 59 45 45 45 43 May Wovior 77 77 n 77 76 70 76 75 75 7S 75 73 67 73 73 73 73 73 70 65 11 70 0 70 70 69 63 68 68 as 69 68 65 61 65 " 66 66 as 03 58 63 A64 64 U 64 62 55 Q 27.45 knoy Edge 68 68 68 '69 65 W 65 6 65 65 65 63 57 63 63 63 63 as 61 54 ' " 61 61 fil 58 52 58 59 59 59 58 55 49 65 56 56 56 56 53 47 53 51 53 53 53 SI 45 51 Array Ito 885 85 95 85 $5 05 95 95 85 OZ 82 92 81 82 U Ba 79 79 79 79 �79' ' 79 —8-0 . 6 76 76 76 76 78 78 74 74 74 74 74 76 76 72 72 72 72 7Z 74 74 69 69 69 69 69 dstow raV at:r 7 78 74 74 74 74 74 76 76 71 71 71 71 71 73 73 68 68 68 68 68 71 71 66 66 66 66 66 69 69 , Ed 6,1 64 64 Gt 67, 67 62 62 62 62 61 65 65 >60 60 60 60 60, 18 of 31 Maximum Rail Spans (Inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot — 72-Cell (P) G—hrl Ex"" """ Wind Wind Speed IN mph 140 ph 150 mph VOmph M an Snow 4 Panel I A,,I, 1-1 ,,, v 1 1, 1, In 1, v 1 1, 1, 1' 3e Array 4aerw 64 64 64 64 64 59 59 64 64 63 63 63 55 55 64 64 60 60 60 51 51 64 64 56 56 56 47 47 64 61 53 53 53 44 44 64 59 50 50 So 42 42 0�7 1,� Edge 64 64 57 S7 57 48 4S 64 61 52 52 52 44 14 64 57 49 49 49 41 41 64 53 46 46 46 39 39 64 50 43 43 43 36 36 64 47 40 40 40 32 32 7.20 Arraykntario, Alrev Edg. 66 61 SO fj 66 61 61 61 49� 49 61 55 49 45 66 56 66 56 66 SO 56 46 56 56 51 45 46 41 63 Sa SZ 52 63 52 52 42 52 52 49 42 42 39 60 49 60 49 60 49 0 40 49 49 45 40 40 36 57 46 57 46 57 46 46 37 46 46 42 37 V 52 54 43 54 41 54 43 4�1 AS 35 15 43 3S 39 29 e 24W27 Array frnherurr 67 67 67 65 65 65 63 67 67 67 61 61 61 59 67 67 67 S8 59 58 55 67 67 67 54 54 54 52 64 64 64 52 51 51 49 61 61 61 49 48 49 46 Array Edge 67 67 67 54 54 54 52 64 64 64 50 50 SO 48 61 61 61 47 47 47 45 57 57 57 44 44 44 42 53 53 53 41 41 41 W 50 50 50 39 39 31 37 27.45 �y anallha 72 72 72 72 70, 64 70 69 U 68 68 66 61 66 65, as 65 65 63 57 63 62 62 62 U 0 54 0 W W 60 W 57 50 57 56 56 56 56 53 47 S3 ArrayEdV 63 63 63 63 W 54 W 59 SO 59 59 56 SO 56 55 55 55 55 52 46 52 51 51 51 51 49 43 49 48 49 48 49 46 41 46 46 46 46 46 43 38 43 AmyMterhar 82 82 79 78 78 78 n 79 79 74 74 74 74 74 76 76 71 71 71 71 71 73 73 69 69 69 68 69 70 70 65 65 65 65 65 69 69 62 62 62 62 62 4S.60 As UP 73 73 58 69 68 68 68 70 70 65 65 65 65 65 67 67 62 62 62 62 62 64 64 59 59 58 59 58e 61 61 55 55 55 55 55 59 59 52 52 52 52 52 0.7 A,— Interior 64 . 59 59 59 49 49 . 62 54 54 54 46 . 64 59 51 51 51 43 43 64 55 47 47 47 AD 40 64 52 44 44 44 37 37 64 49 42 42 42 35 35 Array Edge 64 56 47 47 47 40 40 64 51 44 44 44 37 37 64 48 41 41 41 33 33 62 45 38 38 38 29 29 59 42 36 36 36 26 26 55 40 32 32 32 23 23 Ito 20 Array Interior 62 62 62 51 51 51 46 58 58 SS 47 47 47 43 54 54 54 44 44 " 40 51 51 51 41 41 41 37 AS 48 48 39 39 39 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 56 36 36 29 41 41 41 31 31 31 26 39 39 39 27 27 27 Z3 36 36 36 Z4 24 2420 30 'j C 20t,27 Array 1—w 67 67 67 56 56 56 54 65 65 65 52 52 52 SO 62 62 62 48 48 48 46 59 59 59 45 45 45 43 55 55 55 42 42 42 41 52 52 52 40 40 40 38 Array Edge 59 59 59 45 45 45 " 55 55 55 42 42 42 AD 51 51 51 39 39 39 38 Q Q as 37 37 37 35 45 45 45 33 33 33 31 42 42 Q 29 29 29 27 27.45 Array lnterw, All, Edge Sa 54 64 54 64 54 Sa 54 62 56 62 51 45 51 61 50 61 SO 61 61 50 W 58 52 58 47 42 47 57 46 57 46 57 46 57 46 54 44 " 54 39 . 53 43 53 43 53 43 53 43 51 41 45 51 37 41 SO 41 SO 41 SO 41 50 41 47 42 47 38 33 38 47 38 47 38 47 38 47 39 45 40 36 29 45 36 45 t, 60 A—, Interior 74 74 70 70 70 70 70 71 71 66 66 % 66 66 68 68 63 63 63 63 63 65 65 W W SO W SO 63 63 57 57 57 57 57 0 0 54 5454 54 54 Array Edge 6666 -W SO SO W SO 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 OW7 =65 65 62 51 54 43 54 54 45 45 43 43 17 37 65 64 58 47 50 50 40 40 50 42 42 40 32 32 65 61 54 44 46 37 4646 37 37 S'j 19 28 28 65 57 51 4' 41 34 43 43 34 34 3636 24 24 64 54 48 41 38 30 41 30 41 33 33 W 22 22 62 51 45 38 36 27 39 27 38 29� 27 19r 29 15 7W20 11-Y Hrterivr 59 59 59 47 47 47 42 53 53..53 43 43 43 39 50 50 50 40 40 40 37 46 46 " M 39 39 33 44 44 44 35 35 35 29 41 41 41 al 32 , 31 26 Array Edge 47 47 47 39 39 39 33 43 43 45 34 34 34 29 40 4D 40 38 30 30 25 38 ± 39 38 26 26 245 22 35 35 35 23 23 23 19 31 31 31 20 20 20 17 0 20.27 Arrayl—rior Array Edge 65 54 65 54 65 54 51 51 51 49 42 42 42 40 61 50 61 50 61 48 50 39 48 48 46 39 39 17 59 59 58i 47 47 47 " 36 44 36 44 42 36 33 54 54 U 44 54 44 41 41 41 40 32 32 32 29 51 41 51 41 51 41 39 29 39 39 37 29 29 26 48 39 48 39 48 39 37 25 37 37 25 25 3S 23 Z7.45 may fish ofW 60 60, '60 57 51 r 57 56 56 56 56 53 47 S3 <52 SI $2r 52 50 44 50 49 45 45 49r 46 41 46 46 46 46 46 43 39 41 43 41 43 43 41 37 41 49 49 45 45 47 41 47 46 46 46 46 43 39 43 42 42 42r 42 40 36 40 40 r40 40 40 18e 31 38 37 57 37 31 35 2a 35 35 35 35 35 32 25 31 45taW Array I.WW 71 71 66 66 a 66 SS 47 17 6Z 62 62 62 62 65 65 W 5959 59 59 EZ Q 55 55 55 Ss 55 55 59 52 52 52 52 52 56 56 49 49 49 49 45 :A -YE dge 62 62 56 56 56 56 56 58 58 52 52 52 52 52 54 54 48 48 48 49 48 51 51 45 45 45 45 45 49 48 42 42 42 42 42 45 45 40 r40 40 40 AD 01.7 A"., Innee, 62 62 62 62 62 59 59 62 62 62 62 62 55 55 62 62 60 W 60 51 51 62 62 56 56 56 47 47 62 61 53 53 53 44 44 62 53 SO 50 50 42 42 Array Edge 62 62 57 57 57 48 48 62 61 52 52 52 44 44 62 57 49 49 49 41 41 62 53 46 46 46 38 38 62 SO 43 43 43 36 36 62 47 40 40 Q 32 32 71.20 Array innurn, 64 64 64 61 61 61 55 64 64 64 56 56 56 51 63 63 63 52 52 52 48 SO SO SO 49 49 49 45 57 57 57 46 46 AS 42 54 54 54 43 43 43 39 Ar'.YEdge 61 61 61 49 49 49 45 56 56 SO " " As 41 52 52 52 42 42 42 39 49 49 49 40 40 40 36 46 46 46 37 37 37 32 43 43 43 35 35 35 29 8 20,.27 A-, intern., 66 66 66 65 65 65 63 66 66 66 61 61 61 59 66 66 66 SS 58 58 55 SO 66 66 54 54 54 52 64 64 64 51 51 53 49 62 61 61 48 48 49 46 Array Edge 66 SO 66 54 54 54 52 64 64 64 50 SO SO 48 61 61 61 47 47 47 45 57 57 57 44 44 . 42 53 53 53 41 41 41 39 so SO 50 39 39 39 37 271o4S A,A, 1-6., Array Edge 72 63 72 63 72 63 72 63 70 64 70 SO 54 SO 69 59 68 59 68 68 59 59 66 61 66 56 50 56 65 55 65 55 65 55 65 55 63 51 57 63 46 52 62 11 62 51 62 51 62 11 60 41 54 60 43 49 60 48 60 48 60 48 60 48 57 50 57 " 41 46 56 " 56 46 56 46 56 46 53 47 43 38 53 43 45.60 Array nrerie, Array Edge 82 B 82 73 78 68 78 68 79 78 78 68 68 68 79 70 79 70 74 74 65 65 74 74 74 65 65 65 76 67 76 67 71 62 71 62 71 62 71 71 62 62 73 64 73 . 68 58 68 58 68 Sa 68 69 58 58 70 61 70 61 65 55 65 55 65 65 65 SS 55 55 68 59 68 59 62 52 62 52 62 62 52 52 62 52 Ot.7 Aray Wterror 6262 59 59 S4 49 49 62 6Z 54 54 54 46 46 62 59 M - S1 43 41 62 55 47 47 47 40 40 62 52 44 44 44 37 37 62 40 42 42 42 35 35 Affray Edge 56 474051 . 41 40 . 49 . 44I 11 Il . as 41 41 41 35 3362 45 38 38 38 -9 29 59 42 S36 30 36 26 26 55 ACr 32 32 32 23 23 7tO20 AmVh�hndor 62 62 62 51 51 51 3 46 58 58 58 47 47 47 43 54 54 S4 44 44 44 40 51 51 51 41 41 41 37 49 U 49 39 39> 39 35 45 45 145 36 36 36i 31 Array Edge 51 51 51 41 43 41 38 47 47 47 30 r38 38 34 " 44 44 36 36 36 29 41 41 42 31 31 31 26 Ara '39 39 27 27 17 23 36 36 36 24 24 24 20 35 nsf C 20.27 Arraybrnern" 66 66 66 56 56 56 54 65 65 65 52 52 52 50 62 62 62 48 49 48 46 SO 59 59 45:,45 45 41 SS SS SS 42 42 42 41 52 52 52 40 40 40 39 Aaw Edge 59 59 54 AS 45 45 i 44 55 55 55 42 42 41 40 51 51 51r 39 39 39 38 48 48 48 37 37 37 55 4S 45 r45 33 33 r. 33 31 42 42 42 25 N 29 31r 272a45 ArtayN4ketks64 64 64 64 62 56 Q 61 61.61 fil 58 52 58 57 57 W 57 54 48 54 53 53 53 53 51 45 51 50 50 50 50 47 42 47 47 47 47 47 45 40 45 Arrayo :54 54 54 54 51 45 51 50 50 50 50 47 42 47 46 46 46 46 " 39 44 43 43 43 43 41 V 41 41 41 41 41 38 33 39 38 38 39 39 36 29 3S Array Inte4ar 74 74 76 70 70 7070 71 71 66 66 66 66 66 0 69 fil 63 63 63 63 65 65 SO W 0 0 W 63 63 57 57 57 57 57 W60 54 54 S4 54 54 45.60 1 Array Edge 66 66 0 60 SO 6D W 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 45 as 43 43 43 43 01.7 Array Interior Array Edge 64 64 62 51 54 43 54 43 54 45 45 43 37 37 64 b4 58 47 50 50 Q 40 50 42 Q 40 32 32 64 61 Sal 44 " 37 46 37 46 37 39 39 28 29 64 57 51 41 43 34 43 34 43 34 36 36 24 24 64 54 48 38 41 30 41 W 41 33 33 30 22 22 _49 62 52 45 36 38 27 38 27 38 29 27 19 29 19 7.20 Array arterrar 5858 58 47 47 47 42 53 53 53 43 43 43 39 SO ED SO 40 AD aO 37 4646 46 38 38 38 33 44 4444 35 35 35 29 41 41 41 31 31 31 26 Array Edge 47 47 47 38 38 38 33 43 43 43 34 34 M 29 40 40 40 30 SO 30 25 M 38 38 26 26 26 22 35 35 35 23 23 23 19 31 31 31 20 20 20 17 D 20.27 Array 1—i., Array Edge 65 54 65 54 65 54 51 42 5 51 49 42 42 40 61 50 61 SO 61 4848 50 39 48 46 39 39 37 58 47 58 47 59 47 44 36 44 36 44 42 36 33 54 44 54 44 54 44 41 32 41 32 41 4051 32 29 41 51 41 51 41 39 28 39 39 37 28 2S 26 48 39 48 39 48 " 37 25 37 37 25 25 35 23 27 to 45 A m' Yhrae Array Edge W 49 SO 49 SO 49 SO 49 57 51 57 47 41 47 56 46 56 46 56 56 46 46 53 47 53 43 38 43 52 42 52 42 52 42 52 42 SO 40 44 50 3640 49 0 49 40 49 40 49 4039 46 41 46 31 38 46 37 46 37 46 37 46 37 43 39 43 35 28 35 43 35 43 35 43 35 43 35 41 37 31 25 41 31 a 5.60 50 Array —, 71 71 66 66 66 66 66 67 67 62 62 62 62 62 65 65 59 59 59 59 59 62 62 55 55 55 55 55 59 59 52 52 52 52 52 56 56 49 49 49 49 49 Array Edge 62 62 56 56 56 56 56 58 58 52 52 52 52 52 54 54 48 48 48 AS a 51 51 45 45 45 45 45 48 U 42 42 42 42 42 45 45 40 40 4040 40 0.7 Arraybnreriat fil 61 61 61 rl 59 59 61 61 61 61 61 55 55 61 61 60 OD W 51 51 61 61 56 56 56 47 47 61 61 53 Sa 53 44 44 61 59 50 50 50 42 42 1 1 A�ay Edge 61 61 57 57 S7 49 49 61 61 52 52 52 4444 61 57 49 49 49 '41 41 61 53 46 46 46 39 38 61 50 43 43 43 36 36 61 47 40 Q 40 37 32 7.20 Array Warrior AmvEdse 62 61 62 61 62 fit 61 41 62 61 55 49 49, 45 62 56 62 56 62 56 56 46 56 56 51 46 46 41 62 52 6Z 52 62 52 52 42 52 52 48 42 42 39 60 49 W 0 60 49 As 40 49, 40 45 45 36 57 46 57 46 57 46 46 46 37 37 4642 37 32 54 54 43 43 54 43 43 35, 43 43 35 35 39 29 Arryh0ernar 64 64 64 64 64 64 a 64 64 64 fit fit 61 59 64 64 64 59 58 59 Sr, 64 64 64 54r 54 54 52 64, 64, 64 51 51 51 49 61 61 61 49 48 48 46, 9 W 27 M 27 EOW Array Edge 64 64 54 54 54 52 64 6464 50 50 50 49 61 fit 61 47 47 47 45 57 57 57 44 44 44 42 Sy St 53 41 41 41 39 50 50 50 " " 35 37 I7W45 =1 72 63 72 63 72 72 63 63 la 64 70 6D 54 60 68 $9 68 59 68 68 59 55 66 ri 66 56 50 56 as 55 6565 55 55 66 55 Sy 5Z 57 fil 46 52 62 51 62 51 62 51 62 51 W 54 60 49 43 49 W 60 48 49 60 49 SO St 50 57 48 46r 41 46 56 46 56 56 56 53 as 46 46 43 47 38 53 43 AIWIh.6.r $2 82 79 78 78 78 79 79 79 74 74 74 14 74 76 76 71 71 71 71 71 73 73 68 68 68 68 68 70 70 r 65 65 65 65 6$ 60 68 62 JSZ 62 62 62 45 t 60 Array Edge 73 73 68 0 68 68) 68 70 70 65 65 65 65 65 67 67 62 62 62 62 62 64 64 58 58 58 58 59 61 61 55 55 55 55 55 59 59 52 52 52 52 52 0.7 MayInterior ay Edge fir 61 61 56 59 47 59 47 59 49 49 47 40 40 fil 61 61 51 54 54 44 44 S4 46 46 37 37 61 61 59 48 51 41 51 41 51 41 43 43 33 33 62 SO 55 45 47 3838 47 47 38 40 40 29 2959 62 52 42 44 36 36 444261 37 37 36 26 26 61 55 49 4032 42 32 42 35 32 23 35 23 Ito20 Array Innerica, 62 62 62 51 52 51 AS 59 58 59 47 47 47 43 54 54 54 44, 44 44 4051 51 52 41 41 41 37 AS 48 39 39 39 35 45 45 45 36 36 36 31 Array Edge 51 51 51 41 41 41 38 47 47 47 U 38 38 34 44 44 36 36 36 29 41 41 41 31 31 31 26 32 29 32 IZ 2727 23 36 36 36 24 24 24 20 40 p,f C 20 t, 27 A-, Intew 64 64 64 56 56 56 54 64 64 52 52 52 SO 62 62 62 48 48 48 46 59 59 59 45 45 45 43 55 55 55 42 42 42 41 52 52 52 40 40 40 39 Edge 59 59 59 45 4448Array 45 45 55 55 55 42 42 42 40 51 51 51 39 39 39 38 48 48 37 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 27 to 45 A"" Interior 64 64 64 64 62 56 62 61 61 61 61 58 52 58 57 57 57 57 54 U 54 53 53 53 53 51 45 51 SO SO SO SO 47 42 47 47 47 47 47 45 40 45 -.1 Ellp la 5a 54 54 11 41 11 SO SO SO 50 41 41 41 46 46 46 4. 44 39 44 43 43 43 41 41 37 41 41 41 41 41 38 33 383831 31 35 3629 36 W SO .7_ r Array arharm, 74 74 70 70 70 70 70 71 71 66 66 66 SO 66 68 68 63 63 63 63 63 65 65 SO SO 0 SO SO 63 63 57 57 57 57 57 SO SO 54 54 54 54 54 Array Edge 66 66 SO SO SO W SO 62 62 56 56 56 56 56 59 59 52 52 52 52 56 56 49 49 49 49 49 52 52 4646 46 46 46 49 49 43 43 43 43 43 OW7 ArWinterlar 62 62 54 i54 54, 45 45 62 58 50 50 50 42 42 62 54 46 46 46' 3939 62 51 43 43 43 36 36 62 48 41 41 41 33 33 62 45 39 38 38 29 29, I Axray Edge' 62 51 43 43 43 V 37 62 47 0 40 40 32 32 61 44 37 37 31 29 2S 57 41 34 34 34 24 24 54 3g 30 30 30 22 22 SI 36 27 27 27 19 19 74a20 Array 59 58 59 47 47 47 42 53 53 S3 43 43 43 39 50 50 50 AD 40,, 40 97 46 46 38 38 38 33 44 44 44 35 35 3S 29 41 41 41 31 31 31':.26 A"Wfdg. 47 47 47 38 38 39 33 43 45 43 U 34 34 29, 40 40 40 SO 16 30 25 '46 39 Ira 39 26 26 26 122 35 35 r 15 n 23 23 1" 31 31 31 4 2020 17 16 6-1 65 11 51 11 4961 61 11 41 40 41 41 18 11 19 44 44 44 42 54 14 14 41 41 41 10 51 51 51 19 39 3937 48 49 48 37 37 37 35 20w2? = 54 S4 54 42 42 42 40 50 50 50 39 39 39 37 47 47 47 36 36 36 33 44 4444 32 32 32 29 41 41 41 28 28 28 26 31 39 39 25 25 25 23 27.45 Array Weaker Array Edge W 60 491 49 1 60 491 60 49 57 3 57 47 41 47 Sf� 46 56 46 56 56 46 46 53 41 Sa 43 38 43 $2 42 SZ 52 42 42 52 42 SO 40 44 50 36 40 49 40 49 49 49 46 40 0 38 41 46 31 46 17 46 37 46 37 4r 37 43 39 43 35 28 35 43 35 43 as 35 35 43 41 35 31 37 41 25 31 AS., Arrayhvheft, 1 71 71 66 66 66 66 66 67 67 62 62 62 62 62 65 6S 59 59 59 59 59 1 62 'S 55 5959 S2 52 5 52 52 56 S6 49 49 49 49r 49 Array Edge 62 62 56 56 S6 56 56 f 58 58 52 S2 52 52 52 S4 54 48 48 48 48as SZ 1 51! 45As 45 45 48 48 42 e42 42 42 e 42 45 AS 40 40 40 40 40 U FNVF T' Clearance: 2" to 10" clear from the top of the roof to the top of the PV panel. Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for installation. PV Module Size: 60-Cell PV Panel max dimension is 68.5 72-Cell PV Panel max dimension is 80.41 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. Roof Zones — Enclosed and Partially Enclosed Gable Roofs, 0 S 7*: The zones shall be determined using figure 30.3-2A of ASCE 7-16. See Figure 1. RM �E 00:1111 0 1,1121f V IF f1l'u, 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com am Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < a < 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, "ashall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs. Interior Zone 1 span shall be the minimum of 1 and 1' (See ClickFit System Rail Span Chart). Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClickFit System Rail Span Chart). See Figure 2. EDGE ZONE CORNER ZONE SEE DETAIL Fo(l MOUNT LOCATION z 0 a , , INTERIOR ZONE C1) W RIDGE — CORNER ZONE EDGE ZONE ',4r� SEE DETAIL F`6f� MOUNT LOCATION GABLE EDGE ZONE HATCHED AREA INTERIOR ZONEti INDICATES DISTANCE a z 0.1 x (LHO) OR MINIMUM OF T-0' WALL 7 INITERI91� " 11 , — ONE Z-,, e- ZONE EDGE OF ROOF M 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 U, 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 "Ell" and "E12" to apply "Array Edge" spans that apply to an array layout. See figure 3. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com 9M Opm �N'N '-wvgr' N-233MUMB= Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional whe required by the authority having jurisdiction. In all cases, these tables should i® used under the direction oJi. design professional with sufficient structural engineering knowledge and experience to be able to: Evaluate whether these tables apply to the project, and I I HIIIIIHIII ii 1011 1111 111 1:1 1 � 11 . - . # I This letter certifies that the Ecol'asten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. This r_e1i1(ft1MLrX_;..P_X_J t array; including, but not limited to strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the roof. Structures will require additional knowledge of the building and are outside the scope of the certification of this racking system. Prepared by: PZSE, Inc. —Structural Engineers Roseville All 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 wwwpzse.com 4 of 31 N-233MUMB= Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional whe required by the authority having jurisdiction. In all cases, these tables should i® used under the direction oJi. design professional with sufficient structural engineering knowledge and experience to be able to: Evaluate whether these tables apply to the project, and I I HIIIIIHIII ii 1011 1111 111 1:1 1 � 11 . - . # I This letter certifies that the Ecol'asten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. This r_e1i1(ft1MLrX_;..P_X_J t array; including, but not limited to strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the roof. Structures will require additional knowledge of the building and are outside the scope of the certification of this racking system. Prepared by: PZSE, Inc. —Structural Engineers Roseville All 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 wwwpzse.com 4 of 31 gr 0 Table of Contents Item.................................................................................................................................................... Page # ....................................................... Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60-Cell Modules - Portrait ................................... f 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 AQUendixA: •' ClickFit Cut Sheets ........................................................................................................................... 30 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,961.3960 916.961.3965 www,pzse.com 5 of 31 Table of Contents Item.................................................................................................................................................... Page # ....................................................... Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60-Cell Modules - Portrait ................................... f 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 AQUendixA: •' ClickFit Cut Sheets ........................................................................................................................... 30 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,961.3960 916.961.3965 www,pzse.com 5 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot — 60-Cell G—ml—I'd Exposure -.,d Speed 90 mph 95 mph IM h 105 mph M mph M mph 120,r1h Snow Load Catram Panel An Roof Zone V 1 2e 2, 2n 1e 3, V 1 2e 2, 2n 3e 3, V 1 2. 2, 2n 3e 3, 1' 1 2e 2, 2n 3e 31 1' 1 2e 2, 2n 3e 3, V 1 2e 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, Army I—W 86 86 86 86 82 82 86 86 86 86 86 78 79 86 86 85 85 85 76 76 86 86 92 82 82 73 73 N 06 W 90 80 70 70 86 86 77 77 77 68 68 96 83 75 75 75 66 6 W 0.7 79 79 79 70 70 96 85 Z6 76 76 N 68 N K n 73 73 65 65 86 79 71 71 71 63 63 86 77 69 65 69 61 61 W 74 66 66 66 59 59 86 72 64 E4 64 56 L6_ Armylmeft, K 87 97 EP 93 83 79 97 87 87 80 W 80 75 97 97 V 77 77 77 7Z 97 V 87 74 74 74 70 84 94 84 7Z 72 72 67 82 81 SI M 70 70 65 78 79 79 W 69 69 63 lbalo Arrayb$ge 83 93 83 72 72 72. 67 80 80 69 69 69 65 77 77 77 V 67 67 62 74 74 74 64 64 64 w 72 72 n 62 sz 62 28 70 70 70 so so w ss 68 68 sa sa % 58 53 — Armyk fmr 87 87 97 97 87 87 87 _80 97 V 97 96 86 86 93 87 97 87 RZ 82 82 80 87 97 V 80 W 80 n 97 97 97 77 77 77 7S 87 87 97 74 74 74 72 87 97 87 72 72 72 70 a 20.27 Array Edge 97 97 87 " 77 77 75 V 87 97 74 74 74 72 86 86 86 71 71 71 69 In 93 93 69 69 69 67 80 80 W 66 66 6S 77 77 77 64 64 64 63 75 75 75 62 62 62 fil Arrayhaal., 88 99 89 98 89 88 SE, 88 88 83 98 W SS U W 89 88 88 W 92 89 89 88 89 89 86 79 86 86 86 86 86 ga 76i 33 83 83 83 93 N 74 80 81 81 91 81 79 72 79 27tv45 Array Edge 96 86 96 86 93 76 93 83 83 83 83 79 n 79 W 80 W 80 77 71 Tr 77 77 = 77 " 74 69 74 74 74 74 74 n 66 M n 72 72 72 69 64 69 70 70 70 70 61 62 67 my 1 11 90 90 GO 90 90 90 90 90 9" 90 go 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 go 90 90 90 go 'o 90 90 90 90 So 90 so 90 go go 88 88 gg a 88 45.60 Army Edge 90 90 90 90 90-- 90- 90 90 9D 90 90 90 90 90 90 90 86 86 86 86 86 97 97 83 83 83 83 n 85 95 81 81 81 91 81 $a 83 78 78 78 78 79 81 81 76 76 76 76 76 Arrayinterior 86 86 81 81 91 72 72 BE N 79 78 78 69 69 86 . 75 75 75 67 67 86 91 73 73 73 65 65 N 79 70 70 70 62 62 % 76 68 68 68 61 61 86 74 " 66 66 58 58 01.7 Army Edge 86 78 70 70 70 62 62 W 75 68 ES 68 W W M 73 65 65 65 57 57 8670 63 63 63 54 54 86 6861 61 61 52 52 83 66 59 59 59 49 49 W M 56 56 56 47 41 Am, f—w 86 M 86 74 74 74 69 82 82 82 71 71 71 66 79 79 79 65 68 " 64 76 76 76 66 66 66 62 N 74 74 64 64 64 W 71 71 71 62 62 62 57 69 69 69 W W 0 55 7.20 Army Edge 74 74 74 64 64 64 W 71 71 71 61 61 61 56 68 a 68 59 59 59 54 H 66 66 56 56 56 51 64 64 64 53 53 53 48 62 62 62 51 51 51 46 W W W 49 49 49 . Array Ir.m,, 87 87 79 79 79 76 87 87 87 756 756 756 74 87 87 87 73 73 733 711 85 85 85 70 70 70 68 82 " '2 0 11 1: 66 79 79 79 6 64 77 77 77 64 64 . 62 0 Psf C 20.27 Array Eft� 92 8 2 :7 2 68 68 ES 66 79 79 79 6 6 64 76 76 76 63 63 6 6 73 73 73 61 El El 19 71 71 71 59 59 , 56 68 M ES 56 66 % 66 53 3 53 51 Im, Yrx , N E9 88 88 95 78 85 85 95 95 85 81 75 81 82 82 82 82 79 72 79 n 79 79 79 76 70 76 76 76 75 76 73 68 73 74 74 74 74 71 66 71 72 72 72 72 69 64 69 2720 45 Amy Ed, 76 76 76 76 73 " 73 73 73 73 73 70 65 70 71 71 71 71 68 63 68 68 68 68 68 66 61 " " 66 66 66 64 58 64 64 64 64 64 62 56 62 62 62 62 62 60 53 W Array "'am" 90 90 W W 90 90 90 90 W 90 W W 90 90 90 W 89 89 89 89 89 89 " 85 95 85 85 85 87 87 83 83 93 83 83 85 85 80 aO 80 SO ED 82 82 78 78 78 78 78 41.. 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Arm ' 92 92 82 74 74 74 82 82 82 71 71 71 6E, 79 79 79 68 EZ 68 64 76 76 76 66 66 66 62 74 74 74 64 64 0 71 71 71 62 62 62 57 69 N E& w w 60 55 7.20 74 74 74 64 . 64 60 71 71 71 61 61 61 56 Es E8 68 59 59 59 EE % 56 % % 51 64 53 53 53 48 62 62 62 51 51 51 46 W GO 60 49 49 49 44 Army I,taft, __7SO 83 83 93 79 79 79 76 83 83 83 76 76 76 74 83 83 83 73 73 73 71 83 83 83 70 70 70 E8 82 82 82 " a U 66 79 79 79 E6 66 " 64 77 77 77 . 64 64 62 �f 20 . 27 Array Edge IQ 92 82 68 M U 66 79 79 79 65 65 65 64 76 76 76 63 63 63 61 73 73 73 61 61 61 59 71 71 71 59 59 59 56 69 U 68 56 56 56 54 6E, % 65 53 53 53 51 'mylnterior " 88 88 88 85 78 95 85 85 85 85 91 75 91 82 9 82 82 79 72 79 n 79 79 79 76 70 76 76 76 76 76 73 EZ 73 74 74 7 71 66 72 72 72 72 n 69 69 27.45 Array Edge 76 76 73 58 73 73 73 73 73 70 65 70 71 71 71 71 a 63 68 68 N 68 68 66 61 % 66 66 E6 66 . 5a 64 64 " 64 64 62 56 62 62 62 62 62 60 53 W Army Ir-ar, _76 90 W W W W 90 90 90 90 90 90 90 90 90 90 90 89 89 89 89 89 89 89 85 85 M 85 95 87 97 83 83 83 83 83 85 85 w w w N w 82 &Z 78 78 78 78 78 45.0 Army Edge 87 87 ES 83 83 83 83 SA M 79 79 79 79 79 81 82 77 77 77 77 77 79 79 74 74 74 74 74 77 77 72 72 72 72 2_2 7S 75 69 69 69 69 69 73 73 67 67 67 67 67 "Uftr- 77 77 77 77 77 68 68 77 77 74 74 74 65 65 77 77 71 71 71 63 13 77 76 68 69 68 61 11 77 74 66 66 66 59 58 77 1/1 64 64 " 56 56 77 Sse 62 62 Q S3 53 OW7 Army C4, " 74 60 66 66 59 S& 77 71 64 64 54 SS 55 77 69 fit 61 11 52 51 77 66 55 " 54 50 SO 77 64 56 56 56 47 47 77 62 S4 54 54 As 45 75 W 51 51 51 43 43 Array JnWW ED 80 W 69 69 69 SS 77 77 77 67 157 67 63 74 14 74 fid 64 u w 72 n 72 sz 62 62 sg i69 Ear 69 6D Ec Ea ss 67 67 67 58 so ss sz 's, ss 65 ss 55 55 so It.20 A,wEdo 65 69 69 60 60 60 55 67 67 67 51 57 57 52 64 64 64 54 54 54 49 62 62 62 51 51 52 47 W 60 60 49 49 49 44 58 58 59 47 47 47 47 55 55 55 45 45 45 41 NWIrriariot 84 84 84 74 14 74 72 94 84 N 71 71 71 69 83 83 93 0 fe 0 67 W 80 80 66 66 66 64 77 77 77 64 E4 64 62 75 75 75 62 62 62 60 72 72 72 60 60 60 58 D 2OWZ7 A,myf4p 77 77 n 6464 64 62 74 74 74 626Z 62 ED 71 71 71 59S9 55 57 69 69 6956 56 56 54 67 67 67 5454 54 52 " 64 64 52 51 51 49 $3 63 IE3 49 49 49 47 "Oft"' 83 83 U 83 80 74 go SQ 80 80 80 77 71 77 77 77 77 77 74 69 74 74 74 74 74 71 66 71 72 72 72 72 $9 64 69 65 69 69 69 1 67 62 67 67 67 67 67 65 W 6S Z7.45 Army Eag. 72 72 72 ' 72 69, 64 69 69 as, W 64 66 61 66 66 Es 66 66 $4 $9 64 64 64 64 62 56 6262 62 62 62 60 53 60 W 60 60 60 57 51 57 59 58 Sa 55 Army Itedo, 90 90 90 90 90 90 90 90 90 86 86 96 86 86 87 87 83 93 83 83 83 85 85 80 go w w ED 83 83 78 78 7$ 78 79 80 80 75 75 75 75 75 78 78 73 , 73 73 73 73 45W60 I Army. rdaa 82 82 78 79 78 78 78 90 80 7S 75 75 s 75 75 j 77 77 72 72 72 72 72 1 7S 75 70 70 70 70 70 1 73 73 68 69 68 69 68 71 71 66 M 66 66 66 f 69 69 64 64 64 64 64 6 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot -- 60-Celt Grd E.000.", Wind 5,.d M mph M mph ISO mph S60m0 170 mph IW h S Load Cat P,mt An le Roof Z.- a 1' 1 2. 2, 20 3e 3, 1' 1 2e 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, V 1 2e 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, 1. t 2e 2, 2n . 3, A�Iy kitem, 86 79 70 70 70 63 63 86 74 67 67 67 59 59 86 71 63 63 63 55 55 85 68 61 61 61 51 52 82 65 57 57 57 48 4 78 62 54 54 54 45 45 Ot.7 Edge 86 68 61 61 61 52 52 91 64 57 57 57 49 49 77 61 53 53 53 44 44 73 59 49 49 45 42 42 70 54 46 46 46 39 39 67 51 " 44 " 37 37 ArrayInteior 74 74 74 64 64 64 W 70 70 70 fil fil 61 56 67 67 67 57 57 57 52 64 64 64 53 53 53 48 61 61 61 ED 50 W 45 58 59 59 47 47 47 S 43 7W20 Array Edge 6,t 64 64 53 53 53 49 61 61 61 49 49 0 45 57 57 57 46 46 46 42 53 53 53 43 43 43 39 50 50 50 AO 40 40 37 47 47 47 39 38 M 34 A,," trtte,m, 82 &2 82 68 6& 68 66 78 78 79 65 65 65 63 74 74 74 62 62 62 60 70 70 70 59 < 50 58 56 67 67 67 55 5S 55 53 61 65 6S 52 52 52 SO 9 20.27 Array Edge 71 71 11 59 59 59 56 V 67 67 54 54 54 52 64 64 64 51 St 51 49 61 >61 61 47 47 47 45 58 S8 58 " " 44 43 55 55 55 =42 42 42 40 Arotyh�,W 76 76 76 76 73 rA 73L 72 72 72 72 70 M 70 0 69 69 fig 66 SI 66 66 66 66 66 63 58 63 63 63 63 63 61 55 61 61 61 SI 61 58 SI 58 27t*45 A-V Ed&. 66 66 66 66 64 59 64 63 65 63 63 60 54 W W 60 ED W 57 50 57 56 56 56 56 Sat 47 51 52 52 52 52 50 " 50 49 49 49 45 47 42 47 A-yotert., 87 87 83 8 . 83 V . 83 78 18 11 111 11 SI W 1 11 1 11 11 11 1 71 11 11 11 71 74 71 0 . SO . SO 11 11 . . 66 . . 45W60 ArM Edge 77 77 72 72 72 72 72 73 73.:.69 69 68 68 68 70 70 65 65 65 65 65 67 =67 Q 62 62 62 62 65 65 59 59 59 59 59 62 62 56 56 56 56 56 Array Interior N 69 62 62 62 54 54 93 66 59 59 59 50 50 79 63 55 55 55 46 46 75 60 51 51 51 43 43 72 56 49 48 48 41 41 69 53 45 45 45 38 38 0.7 Array Us, 76 W 51 51 51 43 43 72 56 " U " 40 40 H 52 " 44 44 37 37 65 49 41 41 41 34 34 62 46 39 39 39 30 M 0 43 37 37 37 27 27 Array h-w 65 65 65 55 55 55 SO 62 62 62 51 51 51 47 59 59 59 48 U 48 43 55 55 55 45 45 45 41 52 52 52 42 42 42 38 49 49 49 39 39 39 36 7.20 -.y Edgo 55 55 55 45 45 45 42 51 51 51 41 41 41 38 48 48 49 39 39 39 35 45 45 45 36 36 36 30 42 42 42 32 32 32 27 39 39 39 29 29 29 24 Arry Interior 72 72 72 SO 0 60 58 69 69 69 56 56 56 54 65 65 65 52 52 52 50 63 63 63 49 49 49 47 W 0 SO 46 46 46 44 57 57 57 43 43 43 42 a P,,t C 20 to 27 ArrayEdge 63 63 49 49 49 47 59 59 59 46 46 4455 55 55 42 4242 41 52 52 52 40 40 38 49 49 49 37 37 37 36 46 46 4635 35 35 32 Array interior 68 ES U 65 60 65 64 64 64 64 62 56 62 61 61 61 61 59 52 59 58 58 58 58 55 49 55 54 54 545451 46 51 51 51 51 51 4843 48 27.45 Array Edge 58 58 58 58 55 49 55 54 54 54 54 51 45 51 50 50 SO SO 42 47 47 47 47 47 44 40 44 44 44 44 44 42 37 42 42 42 42 42 39 34 39 A,,, h.d.r 79 79 73 73 73 73 73 75 75 70 70 70 70 70 72 72 66 66 66 66 E6 69 69 . . . . 64 66 66 61 61 61 61 61 64 . 58 58 58 58 58 45 to W Array Edge 69 69 64 64 64 64 64 66 66 61 63 61 61 61 63 63 57 57 57 57 57 60 60 53 53 53 53 53 57 57 SO 50 SO 50 50 53 53 47 47 47 47 47 Array 1.terror 83 65 58 58 58 0 49 79 62 54 54 54 45 45 74 59 50 So 50 42 42 71 55 47 47 47 40 40 69 52 44 44 44 37 37 65 49 42 42 42 34 34 OW7 A,,,ayPdgo 71 55 47 47 47 40 44 67 51 44 44 44 37 37 64 48 41 41 41 B 33 61 " 39 39 39 29 29 59 42 36 36 36 25 25 55 39 32 32 32 23 23 Array lotj., 62 fiZ U 51 52 51 146 58 58 58 47 47 47 43 EA 54 54 " 44 44 4D 50 50 50 42 42 41 37 47 47 47 38 3& 39 34 45 45 45 36 36 sk 30 73020 Array Edge 51i 51 51 41 41 41 =37 47 47 47 M 39 38 N 44 44 35 35 35 29 41 41 41 31 31 31 25 39 38 38 27 27 i 27 22 36 36 36 24 24 24 2L Array Wterior 69 69 68 % 56 56 53 65 Es 65 52 52 52 SO 62 62 62 48 48 48 46 59 59 59 4S 45 45 43 SS 55 5S 42 42 42 40 52 52 SZ 40 Q 40 39 0 20 t. 27 �ov Edge 59 55 59 45 45 45 43 54 54 54 42 42 Q 40 51 51 51 39 39 39 37 47 47 47 36 36 36 34 " 44 44 33 33 33 30 42 42 42 23 29 29 27 kWkftr- 64..64 64 64 61 55 61 fil Q SI 61 59 51 58 57 57 57t 57 54 4 54 53e S3 53 53 50 45 50 50 50 50 50 47 42 47 47 47 47 47 " 4(Y 4 44 V to 45 Array Edge 53 53 53 53 SO 45 =50 49 49 49 49 47 42 47 i46 46 46 46 44 39 " 43 43 '41 43 41 36 41 40 40 40 40 38 33 38 38 38 38 38 36 29 36 Amylowrior 75:"75 69 69 65 65 69 71 71'..66 66 66 66 66 68 68 GI 63 63 63 63 65 65 64 60 W 60 60 63 63 56 56 56 56 56 W 60 53 53 53 53 53 45t.60 Affray Edge 65 65 60 60 60 60 60 62 62 56 56 56 SS 56 59 59 52 SZ 52 SZ SZ 55 55 49 49 49 49 45 52 52 46 46 46 46 46 49 49 43 43 43 43 43 Array Interior 83 79 70 70 70 63 63 U 74 67 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A,,., Edge 84 84 U Ed 84 tt4 U EA 84 83 84 " 76 93 U 83 " 83 84 U 83 83 U U 79 73 U 79 U 80 " U 80 80 U 80 U 77 8 U 71 77 84 77 84 77 U 77 U 77 M 79 Ed 74 68 74 U 74 U 74 84 84 74 74 83 76 72 66 93 72 83 72 83 83 72 72 83 72 N 74 69 6" 80 69 81 70 81 70 81 70 81 70 78 67 72 78 62 67 45 to ,ay toowd, Array Edge 90 90 90 90 90 90 90 % go 90 go 90 90 90 90 90 go 90 go go 90 go go go 90 go . go 90 90 86 90 86 90 86 86 90 90 86 go 97 go 87 go 83 go 83 go go go 83 83 83_ go 85 go 85 go go 81 81, go go 81 81 :10 go 83 go go 33 78 go 78 90 90 78 W 9090 81 81 88 76 88 76 86 76 a 88 76 76 kwkw- Is I& to, 69 69 fd, 69 69 69 69 69 69 69 69 69 es 69 fig 69 67 67 Is Es, 69 Es 69 IS 65 Ig, 69 69 * fis 62 62 69 65 69 68 .7879 69 61 61 69 69 66 66 66 59 58 0to7 A-VEd9d 0 69 0 0 64 62 62 I9 '0 69 66 68 W W 6% 69 65 65 65 57 57 65 65 63 63 61 54 54 69 69 61 61 It 52 S2 I9 66 59 59 55 W 45 69 64 56 56 56 47 47 Arraykvbenof 1 72 72 72 72 72 72 69 72 72 72 71 71 71 66 72 72 72 69 69 69 64 72 72 72 66 66 66 62 72 72 72 64 64 64 60 71 71 71 62 62 62 57 69 69 69 W 60 W 55 �. 72 72Vblv. 72 64 64 fist So 71 71 71 61 61 fil 56 68 69 sa 14 59 59 54 66 6666 56 56 56 It, 64 64 64 53, 53 5348 EZ 62 62 51 51 51 46 60 W 60 49 49 45 44 Array kdl w 74 74 74 74 7474 U 74 -14 74 74 74 74 74 74 74 74 73 73 73 71 74 74 74 70 70 70 fig 74 74 74 68 68 IS 66 74 74 74 66 Is fist 74 74 74 fist fist 62 25 c 20.27 W At,* 74 74 74 68 6869 66_ -14. 74... SS 65 65 74 74 74 63 63 63 fit 7373, 73 fj 63 61 54 71 71 71 59 59 Is, 56 68 69 68 56 56 56 54 66 66 66 53 53 53 51 VW45 NrtyBrterwr 84 84 84 84 94 78 34 84 .74 84 " 84 &1 75 91 82 92 , 92 82 79 72 79 79 7-4 79 75 76 70 76 76 76 7s 76 73 69 731 74 74 74 74 71 66 71 72 72 72 72 69 64 $9 76 76 76 73 68 73 73 73 73 13 70 65 70 n 71 71 71 69 63 >69 6$ 6$ W 69 66 61 66 66 66 66 66 64 58 64 64 64 '64 64 62 56 62 62 rZ 62 152 60 53 W ArraYinY4ria[ 90 w 90 90 90 90 w 190 90 90 90 00 90 90 99 w 89 89 , 89 89 99 89 95 W 95 85 85 8787 83 83 83 8393 85 95 W 80 80, W W 82 82 78 79 79 79 n 45w6O 87 Ll , 8313 190 LI 11 13 L4 84, Ls 'M Ll 71 11 �1 In 77 1 77 77 77 79 79 74 74 74 74 74 77 77 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 P 01.7 ZZM, E, Eg . 5 Eg 68 68 Ig . go s, 65 65 " - - - 63 69 0 68 68 fit 61 0 0 " 66 6 58 58 fig 69 64 6,t Ed Is 5 69 IS 53 5 ., Edge 69 69 66 66 66 58 58 69 69 . Ed 55 55 69 68 :19 61 61 :3 52 2 69 66 59 :: 59 50 50 69 Ed 56 56 5: 47 47 69 62 S4 54 54 45 4: 69 w :2 I :2 1 :2 1 43 43 Ito 20 Array l000ft, 74 74 74 69 69 69 65 74 74 74 67 67 67 63 74 74 74 64 64 64 W 72 71 71 :2 :2 :2 58 69 :90 69 60 0 0 55 6 67 67 58 58 Sit 52 65 65 :: 5 55 55 W Array Edge N fi9 69 W W 60 55 67 67 67 57 57 57 52 64 EA 64 54 5,1 5,1 49 E2 E2 62 47 w W 49 49 49 . 58 58 58 47 47 47 42 55 55 45 45 45 41 0 20 to 27 Array 1-oo Edge 75 5 Z.3 75 75 75 75 74 64 74 Ed 74 72 " 62 75 74 75 74 75 71 74 62 71 62 69 0 75 1 75 71 7� I: :: I W 7 Eg 75 75 66 1. 66 66 64 1. 16 U 75 67 75 67 75 64 67 14 Ed 64 14 14 62 71 6't 71 71 6't 64 :2� :21 :2� 4g 72 1 I 713 6 72 10 49 0 49 10 58 49 _47 27.45 —y"12., A,mV Edge 72 83 72 83 72 8 72 N 69 74 80 64 69 80 69 W 69 80 80 69 69 77 71 66 61 77 66 ;7 " 77 77 Is 66 77 66 74 " 6 5: 74 64 74 64 74 6 4 74 " 74 m 71 66 71+72 62 56 6 6 E2 72 12 72 72 62 62 69 W 'g 69 1 69 6. 69 "' 0 69 60 57 1 :� 7 :� 67 67 58 65 55 W 65 49 55 451.0 Array intarlOr :0 90 90 99 90 90 90 W 86 86 8: 86 86 8 87 83 83 83 83 83 85 8 So go go 80 80 a 3 83 78 78 78 78 7 -d W 80 75 75 75 73 73 73 73 m- Edge 2 82 78 78 78 M 78 N W 75 75 7 75 7S 77 77 72 72 72 72 72 75 75 70 70 70 70 70 7 3 73 Is 68 68 . 71 7� 66 66 Is 64 Ed fist fist r PER MODULE INSTALLATION MANUAL Z-Z-7 a 0.3 EcoFasten Solar LLC 4141 W Van Buren St, Ste 2 Phoenix, AZ 85009 TEL: (877) 859-3947 Subject: Engineering Certification for the State of Florida PZSE, Inc. - Structural Engineers has provided engineering and span tables for the EcoFasten - CIickFIt System, as presented PZSE Report # 2019-11325HG,05.01, "Engineering Certification for the EcoFasten - ClickFit System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: I Building Codes: 1. 2020 Florida Building Code, by Florida Building Commission 2. ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 3. 2018 International Building Code, by International Code Council, Inc. 4. 2018 International Residential Code, by International Code Council, Inc. 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES 6. Aluminum Design Manual 2015, by The Aluminum Association, Inc. 7. ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category 11 Seismic Design Category = A - E Exposure Category = B, C & D DIGITALLY SIGNED Basic Wind Speed (ultimate) per ASCE 7-16 = 90 mph to 180 mph I Ground Snow Load ® 0 to 60 (psf) Y, - ZA c 'Jo. 73522 %W�� This letter certifies that the loading criteria and design basis for the r EcoFasten - ClickFit System Span Tab• les are in compliance with the above codes. If you have any questions on the aboypqq h * 1111 -IV d _not he glimt 11 _!si a ' D 4UL 'PD E ND SEALED 0 "* THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL 7 - - LY A SHA- AUTHENTICATION CO Prepared by: K. ZACHER, PE ON 04/22/2021 USING A SHA-1 CODE. T .1, J OT PZSE, Inc. -Structural Engineers J�CO 'I E SI PRINTED COPIES OF THIS DOICLUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,961.3960 916.961.3965 www,pzse.com g� I RW611 -0 Phoenix, AZ 85009 TEL: (877) 859-3947 r1crOY15 cpe "_1 "' Trirt Fr7l, n W-TTI"7 Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data, an-4 analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comply with the following codes: I 1. Minimum Design Loads for Buildings and Other Structures ' ASCE/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 IIIIIII'l 11111111:1111 10 q1I I ��Pivlllp I III 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 17T71 I �� 1, 1, 11 1��IIIIIIIIJ 11 11111111177172111 111111 11�� III III M IT, I M-1 a i, ili 1 11112111 � I i; ;i 0 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 I module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 91&9613960 916.961.3965 www,pzse.com I RW611 -0 Phoenix, AZ 85009 TEL: (877) 859-3947 r1crOY15 cpe "_1 "' Trirt Fr7l, n W-TTI"7 Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data, an-4 analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comply with the following codes: I 1. Minimum Design Loads for Buildings and Other Structures ' ASCE/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 IIIIIII'l 11111111:1111 10 q1I I ��Pivlllp I III 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 17T71 I �� 1, 1, 11 1��IIIIIIIIJ 11 11111111177172111 111111 11�� III III M IT, I M-1 a i, ili 1 11112111 � I i; ;i 0 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 I module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 91&9613960 916.961.3965 www,pzse.com DVIN M, F UNIV L-FOOT NX14 a* Z� 12C 22 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 Ecol'asten Clickl'it Installation Manual for full ratings. q Ec o Fa ste n, For Instalters, By Installers. 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. k ClickFit LIL 2703 Aeproved Installation Manual Version 07.06.2021 v2.5 ClickFit CAL 2703 Approved Addendum 06.07.2021 v1.1 ClickFit L-Forst Ca acit Re cart 07,29.2021 ClickFit Master Letter Certi ication 04.15.2021 CIF-1 Installation Manual Florida 08.11.2021 v2.0 g-1 Stag o Florido Certi ication Letter 07. 9.2021 ClickFit UL 441 Pain e ort 0 ,17.2021 CIF-1 Installation Manual Florida 0 .1.1.20 1 v . � �-1 Irtstallatior� arrual 0.09.201 v1.0 2012021 - CF STO RAIL MLL AL 1 FT Cut Sheet 2012022 - CF LINIV L-FOOT MLL 3" Cut Sheet 2012025 - CF STD PAIL AL MLL 171. " Cut Sheet 012010 - GF-1 FLASHING GLV 6L xl2"' Cut Street 3012011 - F-1 FLASHING GLV MLL X12`' Cut Sheet 0.17010 - -1 BASE AL Cut sheer 3017011 - Q13-1 POSTAL MLL .5" Cut Sheet 3017012 - -1 POST AL MLL 6.5" Cut .sheet 301701 - 6-1 FLASHING AL MLL 12 ,12" Cut Sheet 3017014 - -1 FLASHING AL MLL 1 1 " Cut Sheet 3017015 - 9-1 EPDM COLLAR BLK 1.25" Cut Sheet For Instatters. By instatters. EcoFasten I Page 11 NEW= -,,�,I-EcoFasten, For Instatters, By Instalters, EcoFasten I Page 12 a t M SYSTEM INFORMATION jp it b # a a �y #BLK-610+ tiy 1■ INVERTER T!s$i.� b w$I��II CLICKFIT RAIL RACrJNG SYSTEM lu �I n i rl I a a SYSTEM SIZE 1 a # a a � w i # bw � a 9 1 l a ZZINATIAMMI SOLARROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE i • •• ;� � •sir s s sw ss s s � SYSTEM UTILIZES "ENPHASE" MICRO -INVERTERS WITH RAPID SHUTDOWN CONTROL LOCATED MODULE. •R a a: �Ig THE EXISTING STRUCTURE IS ADEQUATE • ai •°i IMPOSED BY THE PHOTOVOLTAIC aMODULE UPLIFT yy +bFLORIDA y i. RAFTER y.. SIZES a ye. CONFORM T if # i RESIDENTIAL TOPOGRAPHIC EFFECTS a yy # # WIND SPECIAL REGION . WIN# BORNE'.. DEBRIS O NE ....III SEISMIC DESIGN CATEGORY 11 ZONE EXPOSURECLIMATE WIND #' #. s: TABLE R301.2.1.3 WIND SPEED CONVERSIONSa For 5I; 1 mile per hour = 0.447 m/s. a. Linear interpolation is permitted. HANWHA Q.PEAK DUO s d 360 WATT • • ` # k u ELECTRICAL CONIT. �IIIIIIII L-FOOT n ENPHASE COMBINEREAT�. (IIII II I iN :I• FUSIBLE A DISCONNECT r Omoffvemum SOLAR a; # 224 'MOMENTWSM. a , y ab ' 'A ZEPHYRHILLS, FL f ® : b 1 law PER MOWLE INSTALLATION MANUAL rzz SECTICIN A -A 1,57 [40Z] [384 1.57 [404 216 [70.1] FRONT VIEW RAIL DETAIL D FRONT VIEW SIDE VIEW SCALE 1 :6 L-FOOT L-FOOT ,3cMMM= RT-MINI is suftabte for mounting any raff system with a converAkwial L-Foot. Dual bolt design: M8 or 5/16" for L-Foot & 114" for EMC ICC FSR 3575 Call Now fDr more details 858-935-6064 0MOMentum SOLAR 325 HIGH STREET, METUIKEN, a (732) 902-6224 MOMMUMSOLAR.MM It 13 M rl I M COMP—ts DimensiorTs in Imm) 0T 0 RT2-� FAT ; PENOM 'MAL istaflation P.E. SWRVW LeWs saftbte at WWwjoof4Kh MMIM� CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA)OR BLVD. SUITE 307, ORLANDO FL 32319 �4vi a.- 111 m a I I W137-t, I lug", i -- 'so mw a a i I il mm-e F-11 0 1 l;wluzaff*m 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, PORTRAIT MAX CANTILEVER SQFT SQUARE FOOTAGE OF SOLAR ARRAY:443.77 SQFT PERCENTAGE OF SOLAR ROOF COVERAGE: 15.69% 18" RIDGE SETBACK SHALL BE REQUIRED SYMBOL LEGEND 11111021 MAIN SERVICE PANEL UTILITY DISCONNECT Omomentum SOLAR 32S HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUF4SOLAR.COM CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOKENTUM SOLAR S728 MMOR BLVD. SUM 307, ORLANDO FL 32819 NEDRa 0 ANGEL DELGADO - MS96947 7540 MERCHANTVILLE CIRCLE ZEPHYRHILLS, FL 33540 BLK-G10+ 360 NEKA 3R BOX W/ ENVOY-S FIRE SETBACKS Jim MIN 3' TGROUND ACCESS Jim INT PO.. � . I ,III IIIIII II�� ■ WIND PRESSURE ZONE LINES. REFER TO PV-2.2 FOR ADDITIONAL INFO ltl� �1,1*1 all I Vlifgjl�ll I -A 0,PEAK DUO BLK-GIO+ 360 OPEN CIRCUIT VOLTAGE MPP VOLTAGE mw= SHORT CIRCUIT CI IRRENT 1=641017, MPP CURRENTx= NUI IBIIIII�'11111 �pl III II III MBER Of MODULES II INVERTER RATINGS VOLT AGE DROP CALCULATIONS FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE IQ7-60-2-US # OPEN DC VOLTAGE J-BOX TO LOAD 240.00 1#1777MI�� CENTER NOMINAL AC VOLTAGE LOAD CENTER TO AC DISCONNECT MAX AC CURRENT CEC INVERTER EFF AC DISCONNECT TO INTERCONNECTION NUMBER OF INVERTERS tj,�17klllll 03 COMPLIANT SUB PANEL #OF MODULES I =a to -.1 g g 0 ja; =I SOLAR PHOTOVOLTAIC SYSTEM COMPUES WITH THE 2020 BREAKER SIZE MDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL COD9 0 23 ENPHASE IQ7-60-2-US MICRO -INVERTERS 0 momentum SOLAR PRO CUSTOM SOLM U'C a'; MOMENTUM SOLM 325 HIGH STREET, METUCHEN, NJ 0"40 (732) 902-6224 MOMENTUMSOLAFLCOM PROFESSIONAL ENGINEERING IN THE MOST RECENT VERSION OF THE FLORIDA BUILD CODE. FBC 2020 EXISTING CUTLER UTILITY HAMMER 200A SUB METER PANEL 240 V GRID ENPHASE80A AC COMBINER SOLAR CIRCUIT BOX DISCONNECTING MEANS EATON 60A FUSIBLE AC DISCONNECT -LINE SIDE HOT TAP ROOF 10k15A BREAKER POWER JUNCTION (MANUFACTURER 30A FUSES LIND 1 BOX SUPPLED 2A-B FOR 3 4 EXISTIN4A At? ENVOY) EXTERIOR MAIN 20A BREAKER (A) DISCONNECT 20A BREAKER (B) 200A BREAKER CERnFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA3OR BLVD. SUITE 307, ORLANDO FL 32819 1 811 LA ](*I L I A "t I Z I i[shi L _� 0 L Wire Temp. Wire Temp, Conduit Derated Inverter NEC Design Ground Ground Wire Wire Tag Conduit I Wire Qty Gauge Wire Type Rating Ampacity (A) Iterate Fill Derate Ampacity (A) {sty NOC (A) Correction Current (A) Size Type I OPEN AIR 2 12 AWG Trunk Cable 90*C 30 0.96 1 28.80 12 1 1.25 15.00 12 AWG Trunk Cable 2A 10 AWG THWN-2 75°C 35 0.96 26.88 12 1 1.25 15.00 3/4" PVC 4 0.8 08 AWG THWN-2 2B 10 AWG THWN-2 75°C 35 0.96 26,88 11 1 1.25 13.75 3 3/4" PVC 3 + G 10 AWG THWN-2 75°C 35 0.96 1 3160 23 1 1.25 28.75 08 AWG THWN-2 4 3/4" PVC 3, 06 AWG THWN-2 75°C 65 1 096 1 62.40 23 1 1.25 28.75 THWN-2 F NO iE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. w_149a=wA"__ _Iyj ZEPHYRHILLS, FL 33540 BLK-G10+ 360 NOTES:ELECTRICAL 1. ALL CALCULATIONS FOR MANUFACTURED ISC HAVE BEEN CALCULATED USING THE STRING BASED ON ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPH GROUND CARRIED AWAY FROM THE GROUNDING LUG USING #6 WE COPPER WIRE OR #8 THWN-2 COPPER 5. ALL CONDUCTORS ARE r BASED ON #ARTICLE # EQUIPMENT6. ALL RATED , T 75*C 7. INVERTER •C (NOMINAL •- OBTAINED FROM EQUIPMENTDATASHEET NATIONAL8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND • it REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING• USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER •# . 11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE TERMINALS OF DISCONNECTING ENERGIZED IN THE OPEN POSITION> HAZARDELECTRIC SHOCK s• NOT TOUCHOR ELECTRIC12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL POWER SOURCES THE PREMISES SERVICE ENTRANCE. 13. INTERCONNECTION ii SHALL COMPLYi 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB-CIRCUFT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST BE COP« 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER 17. EQUIPMENT GROUNDING• i •- IS CONNECTEDTO a GROUNDING ELECTRODE SYSTEM PER 250.54(D). 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF # AND 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS MODEL,i RATING OF INTERCONNECTION CAN BE SEEN ON • METHOD20. OF -: # • UNRESTRICTED21. UTILITY HAS 24-HR ACCESS TO ALL PHOTOVOLTAIC COMPONENTSSYSTEM !' AT THE SERVICE ENTRANCE. e : s, • z, • s VOLTAGE CONDUCTOR RATING .,RANGE TAP #IIIIII Il u1#� ## FIGURE 1: ADJUST i f SUITABLE LOCATION 2. PUT THE BRANCH WIRE INTO THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE TWO LAYS OF INSULATED LAY IN THE MAIN CABLE, SHOULD STRIP A CERTAIN LENGTH OF « FROM INSERTED END HAND,4. TURN THE NUT BY AND FIX THE CONNECTOR IN SUITABLE LOCATION. CONTINUALLY5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT THE TOP PART IS CRACKED DROPPED DOWN (omomentum SOLAR g*,p INDMENTUMSOLMLCOM PROFESSIONAL upi oiuFii�i SO�q�a� AL IMI of ENGINEERING CERT$FIEp SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR sags KAM BLVD. SUITE 307, ORLANDO FL 32819 ZEPHYRHILLS, FL 33540 i