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HomeMy WebLinkAbout22-3666 4 5335 Eighth Street ` ephyrhills, t„ 33542 EL�CMISC-0®3666-2422 phone: (813) 780-0O2{? �` � I„ I Fax. (313)730-0021 Issue Gate. 0212312022 Permit e. Electric Ser vice Re I ce me ntUMisc 32 25 21 0040 01300 0160 7092 Steer Blade Drive Name: MENA KOLTA Permit Type:Electric Service Replacement/M Contractor: MOMENTUM Class of Work:Add/Alter Residential SOLARELECTRJB1ANr b W Address: 7092 Steer Blade Dr Building Valuation:$0.00 ContratbcMOMENTUM SbLAR ZEPHYRHILLS,FL 33541 Electrical Valuation:$27,736.00 4NG\ Phone: (321)247-6073 Mechanical Valuation: Plumbing Valuation: Total Valuation:$27,738.00 Total Fees:$178.69 Amount Paid:$17&69 Date Paid:2/23/2022 12:40:18PM INSTALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP, Electrical Permit Fee $178.69 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.50(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies, "Warning to owner: Your failure to record a notice of commencement may result in your paying ice for improvements to your property$ If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application All work shall be performed in accordance with City Codes and Ordinances NO OCCUPANCY BEFORE NO OCCUPANCY BEFORE CO CONTRACTOR SIGNATURE PE IT OFFICE PERMITI . IN INCALL FOR INSPECTION SPECTION - 8 HOUR NOTICE REQUIRED 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department flf* Data Received 2/22/2022 1Pbo'.. Contact for Permitting 321 247 — 6073 ssststtttease Owner's Name MENA KOLTA Owner Phone Number (321) 247-6073 Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7092 STEER BLADE t7R LOT # 16 SUBDIVISION PARCEL ID# (OBTAINED FROM PROPIEM TAX NO`DCS) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK C:j FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE = SCI FOOTAGE HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION WLECTRtCAL AMP SERVICE PROGRESS ENERGY W.R.E,C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS E:= FLOOD ZONE AREA =YES NO BUILDER COMPANY Momentum Solar SIGNATURE REGISTERED Address 6210 offner Ave Ste 100 Orlando FL 32822 License #ECV 7036�� ELECTRICIAN COMPANY Momentum Solar atth N SIGNATURE ew Franz REGISTERED YIN FEE CURREN YI Address E621:0 :Hof�fher �Ave Ste I �000rlando FL 32822= License # PLUMBER COMPANY EY��{p SIGNATURE E::: REGISTERED EG...N _�� Address License #E:==== E SIGNATUREMECHANICAL COMPANY E:== REGISTERED ;;;; Address License #E:==__= OTHER COMPANY E SIONATURE E:=== REGISTERED ;;; =PEE =.URR1EN;;;;= Address License #E=:=:== I I 55 I #it# 1 11#111 #2111 It lift I #III I I I I I 1 #911111111111111 tillstistli I fit I 111i RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ton (10) working days after submittal date. Required onsito, Construction Plans, Stormwater Plans w/ Sift Fence installed, Sanitary Facilities & I dumpater; 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-OW Permit for now construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormorartor Plans w/ SIR Fence Installed, Sanitary Facilities & I clumpster. Site Work Permit for all new projects. All commercial requirements must moot compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (AIC upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 4 `A 813-780.0020 City of Zephyrhills Permit Application Fax-813a80-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: if the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, if the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727.847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block' of this application for which they will be responsible, If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and Is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings; change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 9M7, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a 'certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances, CONSTRUCTION LIEN LAW (Chapter 713, Florida statutes, as amended): if valuation of work is $2,500,00 or more, i certify that 1, the applicant, have been provided with a copy of the "Florida Construction lien Law --Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", t certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the Information in this application is accurate and that all work will be done In compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes; zoning regulations, and land development regulations in the Jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance, Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterNVastewater 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 "V" 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. 1 understand that 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 asideany provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job Is considered abandoned. OWNER OR AGENT_ Subscribed and sworn ♦ `i me or Ir t M•INLAZDINt 4 z% Notary Public Crimission No. HH2147F ELIZABETH BRANNACK Name of Notary typed, printed or stamped r tNotary Public State S Elizabeth Brannack My Commission Subscribed and sworn -to (or afiffrmed) before me this 2/22/2022 by SatL &R iytxpt Who is/are personally known to me or has/have produced as identification. Notary Public G mission No. HH214785 ELIZABETH BANNACK Name of Notary typed, printed or stamped Notary Public State of Florida i Daniel W. Dunzl*k Architect LUM 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 Studio Gdesign Ca)comcast.net February 18, 2022 Re: Proposed Photovoltaic Solar Panel Installation Mena Kolta 7092 STEER BLADE DR ZEPHYRHILLS, FL 33541 Dear Plan Reviewer: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Architect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof The roof framing is constructed of 2"x6" wood trusses @24" o,c. spanning 25' 11 " with a top chord length of 27'9" with intermediate supports at 1/4th points, making the effective longest span equals 10'8" with 1/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / St. overall to the roof. The existing structure is sufficient to support the new loads associated with the additional weight & wind resistance. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof T Shingle Fastener Max Spacing (in.) Attachment Systern. "ROCIFTECH"t "RT MINI 11" & "EcoFasten" Click Fitt, Attachement Systems Wind Zone I Wind Zone 2 Wind Zone 3 _-7— — — — Fastener Info: min. 5/16" x 4" long stainless -steel lags with a min. 48 32 32 embedment of 3" into the rafters 3. Solar Modules shall be UL- 1703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warranty. 5. All aspects of the installation shall comply with the Florida Administrative Code, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations. If you have any questions relating to this matter, please contact me at your carLie,"c 1yenience. Thank you. ov, FLO DU Y Daniel W. Dunzik, RA. LEED-AP FL, Lic. No. AR98795 AR987 f 5 Daniel W. Dunzl*k Architect LEED-AP ........... 370 Burnt Hill Rd. Skillman NJ, 08558 908-872-3664 StmlioGdesign*)comcast.net February 18, 2022 Gravit�Load Calculation Criteria Structural Design Loads per ASCE 7-16 Dead Loads = 10 psf + 2.6 psf (new solar panels) = 12.6 psf Roof Live Load = 20 psf Ground Snow Load/Live Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-16, Equation 29.4-7 Using an effective wind area of 10 SF, external pressure coefficient from Figure 30.3-A-1 Zone I = -54.4 psf Roof Slope = 21 degrees Roof Mean Height = 15 ft Zone 2 = -70.7 psf Basic Wind Speed = 140 mph Zone 3 = -81.6 psf Exposure = C Per section 2.4.1, ASD combo = D + 0.6W: Zone I = 2.6 psf + 0.6(-54,4 psf) = -30 psf Zone 2 = 2.6 psf + 0,6(-70.7 psf) = -39.8 psf Zone 3 = 2,6 psf + 0.6(-81.6 psf) = -46.4 psf Check Attachment to Wood Truss Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone I = 48" o.c. max Zone I = (48" o.c. max)A 2 / 144 = 16 SF Zone 2 = 32" o.c. max Zone 2 = (32" o.c. max)A2 / 144 = TI 1 SF Zone 3 = 32" o.c. max Zone 3 = (32" o.c. max)A 2 / 144 = 7.11 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 30 psf x 16 SF = 480 lb < W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS) Zone 2 = 39.8 psf x 7,11 SF = 283 lb < W', OK Ct = I (Table 2.33, 2015 NDS) Zone 3 = 46A psf x 7.11 SF = 330 lb < W', OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in. xl.6 x I = 1276.8 lb 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 PW of the independent certification institute TOV Rheinland. INNOVATWE ALL. -WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMAt CE Long-term yield security with Anti LID Technology, Anti PID Technology', Hot -Spot Protect and Traceable Quality Tra.QTm. EXTRENIE WE.,ATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pal and wind loads (4000 Pa). 6;W""'?, A RELIABLE WVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. 'APT test conditions according to JEC/TS 62804-1:2015, method A (-1500V, 96h) " See data sheet on rear for further information, THE IDEAL SOLUTION FOR: 69 Rooftop arrays on residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION 1717mm x 1045mm x 32mm (Including frame) w t'` r 19.9kg xnrt�, eaomm asss„>r» 3.2rem thermali 9 ypra-stressed Iris with arttt-refiecttcsn teohnoipgy a.c,...ax,o..m..a sr.� o ,.< Composite film Black anodised aluminium 6 x 20 monocrystalline Q.ANTUM solar half cells _. sm,„ r 53-101mm x 32-60mm x 1.5-18 mm Protection class IP67, with bypass diodes 4niSolar cable; (+)a1150mm,()a1150mm St6ubll MC4, IP68 toe'ra14A} 3Pmn. DET-A 4mml n se.,.,T -CDT' 1— ELECTRICAL CHARACTERISTICS POWERCLASS 360 366 360 366 370 1 i' it, _l1. utz. <r•�i: <_. .. , ,.,;ti?, .,,, 1, „ -.., t, �,, ''1 ti- T .i ,. r, 101 AN,0t ,,.A, r _0 h� _.._..._ .-.... __-...._ • r3 .tt, tom° ._.._.......... ....... In rr m.-..-._ m..- .,_._ [W] ,. ,.,,, ,...., 350 . „_.,._�,_..,, 355 ..------- 360 ......_ .. 365 _....,. ., ,,._._ 370 _, [A] 1097 1100 . -. - ........- 11.04 11.07 .-....,,.. �...... 11.10 _..... Vac [V] 4111 .............. 41,14 .,-,,. -. 41.18 41.21 41,24 .,.-......, , e_ ._, ...,_..,..... ... .,..._a.. ......_ .,..- v�r ..... __-_.-_..,,.,...,.. [A] .......... 10.37 .. ...._._. 10,43 V�k a IV] 33.76 . , 3403 m, 34.31 , .. ..... 34.58 34.84 n [°l] .._ >296 ,, ,,_.. ... a19.8 ,._-�.-_,,. .v .__, a20.1 _..___. _. ..... ,. .__ z20.3 ..... _....... ?206 ...... ...•... _...-_._,_ rah,,. > t., 5,.•,. •,. '�. til., i. �t. t. € ;;7 ;b„ t.,.Tn ti,. s, R, ,:1t„`rt ;: Pme pr✓rv_ ......,...[Wj 262.6, -.�.. 2663 2701 _....._-,. 273.8 ..__... 277.6 <•„ , , a..: _ . .-r c ----- � ,.m . -_ [A] 8.84 _._.... . 8.87 889 8.92 8,95 V ......... .... . _..._... (V] _....,.. 38.77 .., _. _ _ .,,�,.. _ . _-_. 38.$0 ...... _.... _ _., _ 3$.83 _...._ 38.$6 �_,_ - 38,90 a, ,<, __-... Igor [A] 8.14 _ .. 8.20 8,26 831 �.._. 8.37 ,__,..,_..,.._....,,,.-. „ ,ca ------ Vmr ._..,........ IV] ..__„ 32,24 _._ ,__„_._ 3248 .. 32.71 32.94 33,17 ........... Measurement tolerances Pent +3 Ise• V_,+•5% at STC 1000 WJm2, 25±2 °C, AM 1.5 according 4o IEC 60904=3 a'800 Wfm2, NMQT, spectrum AM 15 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98% of nominal power dur- ing first year. Thereafter max 0.5% degradation per year. At least 93,5% of nominal power up to 10 years. At least 86 % of nominal power up to 25 years. All data within measurement toler- ances. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your respective country. r i r ------------ i ae FUD Rtl6 Rd9 Boo iCUU Typical module performance under low Irradiance conditions In comparison to STC conditions (25°C, 100OW/m-). TEMPERATURE COEFFICIENTS _ .. _ ...n__,_, .._.......... n-...., . - .... _ a [%f K] +004 .:„ . coo' ,„n , (%I K] -0,27 ;t a.. �Y • t,2 y [%IK] -034 Aio,nm,.tt s:: n ire, ,a, NMOT [°C] 43±3 PROPERTIES FOR SYSTEM DESIGN .... n,........ -e ......... _ _._. (V] 1000 class 11 [A] 20 • t fia.,t, E,,. •#_,tt,,,, t.ti.,a1 ast CITYPE2 [Pa] 3600f2660,r,"t.�r�r, ". r, r „�A --40°C-+65°C [Pa] 6400/4000 QUALIFICATIONS AND CERTIFICATES Q..I ty Canf gilled PV - TOV Rheinland; IEC 61215:2016; IEC 61730:2016. ` This data sheet om'plies with PIN EN 50380.vs""jian° QCPV Certification ongoing. w«w,�uvcom iQ ttt,t]MYY Nate: 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. Hanwha0 CELLSGmbH Sonnenaltee, 17-21, 06766 Bitterfeld-Woffen, Germany I TEL.+49 (0)349466 99-234441 FAX+49 (0)3494 66 99-230001 rMAIL seles@q-celts.com IWED www.q-cells.com Engineered in Germany OCELLS Sheet Enphase Microinverters The high-powered smart grid -ready Q 7 a-,ro" nd Ehe 174NcManpas0flro"% 7 a n dramatically simplify the Installation process while achieving the highest system efficiency. icroinverters Part of the Enphase 10 System, the 10 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy", Enphase IQ Battery", and the Enphase Enlighteri'm monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry -leading warranty of up to 25 years. To learn more about Enphase offerings, visit enphasecom - Lightweight and simple Optimized for high powered 60-cell and 72-cell* modules More then a million hours of testing Class 11 dovble-insulated enclosure UL listed Smart Grid Ready Complies with advanced grid suppom voltage and frequency ride -through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) *The to 7+ Micm I& requitedlo support 72-coll modules, ENPHASE 11phase IQ 7and 1`0 7 1+ ""x0m 51,' ov VV 140, VV o" """' toj a r tldl ii ai 'n'? 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L I I -PL'lwn 0 2018 Friphase Energy, All rights reserved. All trademarks or brands used are the property of Enphase Energy, [no, 2M STS24 Enphase IQ Combiner 3 (X-1Q-AM1--240-3) 1% , " ,, � . .... .. ... USTED To learn more about Enphase offerings, visit enphase,com IN Eriphase 10 Combiner 3" vvq I h E n a s e IQ Envc,)y" ,:,.onsohdates irme,,r-onne'-fion unlc) a sMqle enc11,,-)s,1j,'e ar"d ­11 age inls)'tallationu-s by streaminEs F, , ,,nd consistent, �)re-wi�ed solution for -e,sidenfial a�,,phcat�ons, It offers uo M four 2-DOR," inrx,,�, ci,miits and D,,,�,ton Brr serles ,jusba, assemby 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 Reduced size from previous comII I biner Centered mounting brackets support single stud mounting Supports back and side conduit entry Up to four 2-pole branch circuits for 240 VAC plug-in breakers (not Included) 80 A total PV or storage branch circuits Durable NRTL-certifiedNEMA type 3R enclosure Five-year warranty UL listed -,-ENPHASE .010 3 Enphase IQ Combiner 3 NIODEA, NUh,,!BE,,R 10 rin b i n, e, 2, X- 10 - A M 4 (1 Q Combiner 3 Fnoha.,.,e Q Ex vo,�� " -rinteC cJrcuttiboard for integrwed revenue g(acip. PV , r, Production rrictcra), 'ANIS, C'12,20 and opttonalonsunription, nrionitoring 25%), ACCESSORIES siv REPLACEMENT PARTS E r, p h,,-,,,s e M c hi 4, C, c, (a, c CE,LLMOD'EM-03 (AG plon) Plug and play irldw,';tmai grade cellular �-nodern with date, plan f1c; systev-is up to 60 CEU.M0DEtv,-01, 5,yem, d,,,.)<,a ,,oam� nnicroinA veric,,rs, fvailab1'e. mthe LJS,Cwiada!%,AeYW(',, PUE!f"() Rica, arid he US Vnqin L I -M, 01) F M 3`V31i t-iivseld LTE M i ,5, vear data r,lan; whe,,e, 0levo Jill adecjuat6, cPih,dio service, In vh-', installatimi Rreii,? onsurn, nuvn Nhomitcrinql (7 T P L, I F o 2 5 crc en"able whole- horne conSIXTMoOP w, tc.dl Supports E Won, BR, 2 i 0, BF,,, 2 15BR,220, B FZ23 0, B) R 24 0, BR2,5- 0, and 13R 260 cii cW t breakers BRK-10 Circuit breaker, 2 poie,')0A, Eaton BR'210 R, R, K-5A-2,40 1' C i r CL I b r e k e, r, t�4 1 e, 1 S A, E,�,,) 1, o n 8 R 215 2 'OA - , 4C) 04cuiI, breaker, 2 pole, 20A, Eaton, OR2210 EFI C -0 ,"cover linc carner (cor'; rinumcation, bridk,je pair,, -ivanfl ty - i XA 120-,-' c (" e, s," o �, V r e n t a cl e If or Po we L i i i e C isi rr e r {n 10 Co rr, 1) 1 r le r 3 (r e ci t red for F P C 0 1) X A EN V - P C 8P\ p I a s, e r T -i ,-! n, 1 0 E n v o y t ) r u i F c, u, i t, tY o a, r d , Fit, 8 o r C o rrn b n, e r 2, ELECTRICAL SPECIFICAMNS Ra I i n q Continuous dutt+ ta'Ton `1R sones busba; raainn 12 5 A KA,ax confinunzocurren, ranng iou- I I ptit o qpd "D All Max ril.,fing loutpuW i'I A Branch circmo, (soc anc,,'o,P Mo,acv,,�� UID, tO fOUr 2-pofle %.,.aton BR acries Dii-,b ibuted Gone anon (DG) W eakers WIN, fllot lildudecl) DVII V uix con'til"Llows en't ""), ing fi om, 4 A M,IX 1,1',IQ, tflc!l VIK-UR t)IC,1�1Kel rake imr,�Ufl 80A ,., generation I,' 90A wtth U', k:nvov breaki,,,r inl-udec' P,wducaooni Molering 21-10 A sok," anc, wt;,tvi C, Q Envoy MECHANICAL DATA Dirnens, c'n-is (oixi-ix-11'. , r,!� x 317 5 x 16,8', cmn (I-) S" x 1435" x 6 63' Heqht is, 21 06(53 5 crri o6th rnaunfing brackev-s), 5 kc -4 011 1c+4,6", '-4,'Y' to t 151 7- v 1 nr Nf,-'Ft\A,,A type 'R, rolyuirbonaan constructiot, nclosure, erwirnnmental ir r i t do o r � N R r, 17 0 e s, 20 Ato 1,0 A bre,,*e�rmpuis to AW(", copper cnnducl, is 60, A broak,,hranch mrut: 4 to ',Yr) AWG copperconciuctors, Main lu("111 ccmhinf,�,,d output "0 to .,,,,0 AWG, coppercand tictons Neutral and ground: 111 ',01!0 CO ' DID01 cdoctor Ah,vays frqlow iocal ccide fill COMICW007 Si7ifltz Adtitude Fo 20"",H) meter's" feet) &NTE,'RNET CONNEMON OPTIONS i t e, c ra I bAl Irl 802,3 C�,WSL (or bray 6) ull P Ethernet (not., ,t uciec , (3G) or CELLMODEM-Cava (4GI )r CELLMODENA-Ml (4G basci.TEC-M) (n c) z i n c 111 d e d,, CONNIPUANCE -om,�,ha,ncc Cnnnbine! PrOdUCAKM ANSI """ 12 20 acmura,,,,,S clas" '0-5 fPV t)rcOucticol) 'A ",2 No 61010-1 -onsinnuflon 1T'0f)10fwc1 s (ivuwed lo, Fnnh,�.,-Se Stora,, v, Sysierl ut Enphase', off I erings, visit enphase,com iexn co n, at ho (e) 2018 Enpliose Enttay, All,iglits r:.served. All tr,-)demarks or o,ands in Ihs docurnent arc rog atercd fay their ,cspe0vecomer !=�ENPHASE 2018-09-13 %-10 mT-MINI is ► ble for o' with a conventional ' Dual bolt design: M8 or 5/16 19 Z;all Now for more details 8 `. T4 Easy tapping 1/4„ Hex Bolt screw guide upper channel Flat lip for M8 or 116" V Cable / Hex Bolt bottom channel clips Y Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) ffiltl,l base: 20 ea. Screw: 40 ea. Extra RT-Butyl : 10 ea. Optional item 5 x 60mm Mounting screw (RT2-04-SD5-60): 100 ea./Bag RT-Butyl (RT2-04-BUTYLT): 10 Box RT-Butyl is Roof Tech's flexible flashing used in 700,000 residential PV systems for the last 24 years, It is the first PV mounting system with Flexible Flashing ceilified by the ICC. Metal Flashing Retrofit Flexible Flashing RMEMMI� 100% Waterproof Dimensions in (mm) -r� 0 31/2 (90) 0 2 (50) 0 0 0 Rafter installation e5 Deck installation P.E. Stamped Letters available at www,roof-techus/support FLORIDA BUILDING CODE COMPLIANCE FLORIDA BUILDING CODE 2020 REQUIREMENTS 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 EcoFasten) w Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 4 - ROOF ATTACHMENTS Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten) Waterproofing/Flashing per NRCA & FRSA/TRI (Florida) guidelines (Supplied by EcoFasten, when applicable) 1W C Y V C, tkff U A- _bVE UFT L- TE Y M 1,1 T Ut Florida Product Approval Miami Dade NOA � Water Seal Testing: TAS100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA) EcoFasten. For Instatters, By Instatters. EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-11 and QB-1 as shown below. GF-10 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an EcoFasten compression bracket, a watertight seal is created, maintaining the integrity of the roof. Available GF-10 SKUs: * 3012010 - CIF-1 FLASHING GLV BLK 8x12" 0 3012011 - GF-1 FLASHING GLV IVILL 8X121' Available Compression Brackets: 0 2012022-CFUNIVL-FOOTMLL3" GF-10 Structural Capacity Documentation for Permit Packets ClickFitL-F'ootCnnnrittart O7.22.2021 GF-1 Installation Manual Florida 08.11.2021 v2.0 EcoFasten. For InstatLers, By Instalters, EcoFasten I Page 3 ECOFASTEN ROOF ATTACHMENTS — FLORIDA COMPLIANT 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. Available QB-1 SKUs: * 3017010 - QB-1 BASE AL * 3017011 - QB-1 POST AL MLL 45' * 3017012 - QB-1 POST AL IVILL 6,5" 0 3017013 - QB-1 FLASHING AL IVILL 12X12" 0 3017014 - QB-1 FLASHING AL IVILL 18XI8" 0 3017015 - QB-1 EPDM COLLAR BLK 1.25" QB-1 Structural Capacity Documentation for Permit Packets _Q0-1 State oLFlorida Certification Letter 07.29.2021 A Z"I"" EcoFasten. For InstalLers, By Installers, ECOFASTEN RACKING SYSTEM — FLORIDA COMPLIANT CLICKFIT" ClickFitO is one of the fastest installing rail -based systems in the industry. With its click -in rail assembly, the rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools. The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity. Available ClickFit Rail SKUs: ClickFit UL 2703 Certification for Permit Packets 1,1, ClickFit LPL 21,703 Approved Installation Manual Version 07.06.2021 v2.5 k ClickFit UL 2703 Ar2proved Addendum 06,07.2021 v1.1 ClickFit Module Load Rating/Span Tables for Permit Packets ,o ClickFit Moster Letter Cortig Ligation 04.15,2021 EcoFasten I Page 5 GF-1 CUT SHEETS G�-) "LASHINQ GL�V BLK$X121 ---- ------ GF I PLMHING GLV MIL WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 V'11'1�1 'Y EcoFasten, For Installers. By Installers. MIZIM 13-1 CET SHEETS L 3017010 QB-1 BASE Ail. STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 QB-1 CUT SHEETS STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten, For Instatters, By Instatters, QB-1 CUT SHEETS ZX3 11L, '1:1 WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 R ,Uftc)Fasten. For Instatters, By Instatters, CLICKIFIT CUT SHEETS 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 ClickFit Installation Manual for full ratings. For Installers, By Installers, EcoFasten I Page 10 PERMITTING PACKETS Listed below is the documentation you will need to provide to your AM for permitting approval. Click on the link to download file, ClickFitUL2703AQoroved lnstallation Manual Version 07.06.2021 V2.5 ClickFit UL 2703 Approved Addendum 06.67.2021 v1, 1 � ClickFit L-Foot CrTg!2e c��-t QZ291021 � ClickFit Master Letter Certi[ication 04.15.2021 GF-1 Installation Manual Florida 08.11.2021 v2.O � ClickFit UL 441 Rain Rpoort 03.17.2021 CF-1 Installation Manuol Florida 08,11.2021 v2.0 k 2012021 - CF STD RAIL MLL AL 14FT Cut Sheet 2012022 - CF UNIV L-FOOT MLL 3" Cut Sheet 2012025 - CF SiD RAIL AL MLL 171.5" Cut Sheet 3012010 - GF-1 FLASHING GLV BLIP 8xl2,', Cut Sheet 3012011 - GF-1 FLASHING GLV MLL 8X12" Cut Sheet 3017010 -_Qg:j8ASE AL Cut Sheet 3017011 - QB-1 POSTAL MLL 4.5" Cut Sheet 3017012 )6-1 POSTAL MLL 6,5" Cut Sheet 3017013 - r?8-1 FLASHING AL MLL 12X12 " Cut Sheet P 3017014- )B-1 FLASHING AL MLL 18X18"Cut Sheet 3017015 - r0-1 EPDM COLLAR SLK 1.25" Cut Sheet ---EcoFasten, For Instatters, By Installem EcoFasten I Page 11 CONTACT ECOFASTEN 4141 W Van Buren Street, Suite 2, Phoenix, AZ 85009 877.859.3947 1 ecofastensolar.com EcoFasten. For Instatters, By Installers, EcoFasten I Page 12 r PER MODULE INSTALLATION MANUAL SECTION —A OMME91M EcoFasten Solar LLC w-1 Phoenix, AZ 85009 TEL: (877) 859-3947 MMME�M vg� Re: Report # 2019-11325HG.05.01 — EcoFasten - ClickFit System for Gable and Hip Roofs Subject: Engineering Certification for the State of Florida PZSE, Inc, — Structural Engineers has provided engineering and span tables for the EcoFasten - ClickFit System, as presented in PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - CIIckFIt System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: Building Codes: 1. 2020 Florida Building Code, by Florida Building Commission 2. ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 1 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 0%111111111111 Ground Snow Load = 0 to 60 (psf) S) Y, ZA c f-11 E N o.73522 This letter certifies that the loading criteria and design basis for the EcoFasten - ClickFit System Span Tables are in compliance with the above codes. E THIS ITEM HAS MEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL Prepared by: K. ZACHER, PE ON 04/22/2021 USING A SHA-1 AUTHENTICATION CODE. PZSE, Inc. —Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 91&9613960 91&961,3965 www,pzse.com EcoFasten Solar LLC Phoenix, AZ 85009 TEL: (877) 859-3947 Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data, ai analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comply with the following codes: 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16 2. 2018 International Building Code, by the International Code Council, Inc. 3. 2018 International Residential Code, by the international Code Council, Inc. 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012, by ICC-ES S. Aluminum Design Manual 2015, by The Aluminum Association, Inc. 1•11111110• Design Criteria: Ground Snow Load = 0 - 60 (psf) Basic Wind Speed =90 - 180 (mph) Roof can Height 0 - 30 (ft) Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 0 - 600 (degrees) Exposure Category = B, C & D Rail: The evaluation of the ClickFit System Rail p/n 2012021 (450124, REV X03), made with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksi. Cantilever: Maximum cantilever length is L/3, where "L" is the span noted in the Span Tables, provided at least I module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 91&961,3965 www,pzse,com 11111 Ill iiiiiiiii iiiiiiiii ilillill�l 11 1111111111111111 1 6 mom mons = rpmEm =a = Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for installation. W Module Size: 60-Cell PV Panel max dimension 72-Cell PV Panel max dimension is 80.4". I - PV Panel long dimension is parallel to the ridge/eave line of the .nstallation Orientation: Landscape (L) roof, and the PV panel is mounted on the short side. Portrait (P) - PV Panel short dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the long side. 0.6h 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.9613960 91&961,3965 www,PZSe,CoM � tNr(: �: Fr VE T� Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < 0:5 60 0: The Edge Zone, "a," shall be determined using figure 30.3-213 to figure 30.3-21) of ASCE 7-16, for Gable roofs. The Edge Zone, "a," shall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs. Interior Zone I span shall be the minimum of I and 1' (See ClickFit System Rail Span Chart), Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClickFit System Rail Span Chart). See Figure 2. EDGE ZONE W OR 3'.(r MIN . . ..... f CORNER ZONE SEE DETAIL FOB MOUNT LOCATION z INTERIOR ZONE RIDGE EDGE ZONE ('?'r� 0 CORNERZONE SEE DETAIL Fog MOUNT LOCATION INTERIOR ZONE co GABLE EDGE ZONE HIP 0 t4 HATCHED AREA X tNDICATES "a' INTERIOR ZONE,,�, -)C N DISTANCE OR i=0AxILHD . . ....... 6 CORNER ZONE �'OF-TAIL FOR MINIMUM OF 3',0' 'SEE MOUNT LOCATION 4 WALL EDGE OF ROOF Figure 2: Roof Zones, Gable and Hip Roofs, 70 < 0!9 451 Panel with Support Mounts in Multiple Roof Zones: iose Zones, not to all the mounts supporting the module. Notes: 1) Tables are determined for Rail and L-foot only and does not include roof capacity check. 2) Risk Category 11 per ASCE 7-16. 3) Topographic factor, kzt is 1.0. 4) Average parapet height is 0.0 ft. 5) Wind speeds are LRFD values. 6) Attachment spacing(s) apply to a seismic design category E or less. Panel Array Edge: Panels exposed at array edge shall use figure 29.4-7 of ASCE 7-16 to determine "di" and "d2" to apply "Array Edge" spans that apply to an array layout. See figure 3. 1478 Sfone Point Drive, Suite 190, Roseville, CA 95661 91&96l 3960 916.961,3965 www,pzse,com EDGE OF ADJACENT $OLAR ARRAY OR BUILDING EDGE ARMMENUMV= Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional where required by the authority having sdiction. In all cases, these tables should be used under the direction of a design professional with sufficient structural engineering knowledge and experience to be able to: 0 Evaluate whether these tables apply to the project, and !1�=11� gqIIIIIIIII III - 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 Prepared by: PZSE, Inc. —Structural Engineers Roseville 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 91&961,3960 91&9613965 www,pzse.com Table of Contents Item.................................................................................................................................................... Pa r Flush-MountSpan Tables for # Portrait Span Tables# Modules Portrait Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60-Cell & 72-Cell Modules - Landscape ...... 22 Appendix A; Ecof st n ClickFit Cut Sheets .......... ................... _....... ........ .............................. ,...__........... .............. ..,,........ 3 1478 Stone Paint Drive, Suite 190, Roseville, CA 95661 916.961. 960 916.961. 965 www,pzse.com 5 of 31 mm �i Maximum Rail Spans(inches) ClickFit Rail 45O124(REVXO3)Flush-Mount on O to 3O Foot Reef—L-Foot—$6-Cell 6200 ftt re Wi,45peed-> 90mph 95m0 100mph Sp5mpA 110mpth 115076 .—...___120wph .—_— Snow tnod 174 809 Panel An e RoofZone-0 1' 1 2e 2r 2n 3e 3r i 1 2e 2r 2n 3e 3r 1' 1 2e 2r 2n 3e 3r 1' 1 2e Sr 2n 3e 3r 1' 1 2e Sr 2n 3e 3r 1' 1 2e 2r 2n 3e 3r 1' 1 2e 2r 2n 3e 3r 0Eo 7 Array lorerror 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 70 70 72 72 72 72 72 68 68 72 72 72 72 72 66 66 Array Edge 72 72 72 72 72 70 70 72 72 72 72 72 68 68 72 72 7272 72 65 65 72 I2 71 71 71 63 63 72 72 69 69 69 61 61 72 72 66 6666 59 59 72 72 64 64 64 56 56 75020 Array interior 78 78 78 78 78 78 78 78 78 78 78 78 78 75 78 78 78 77 77 77 72 78 78 78 74 74 74 70 78 78 78 72 72 72 67 78 78 78 70 70 70 65 78 78 78 68 68 68 63 Arrayfdge 7070 7$ 72 72 72 67 78 78 78 69 69 69 65 77 77 77 57 67 6752 74 74 74 64 6464 6072 72 72 62 62 62 58 70 70 70 60 60 60 55 68 6768 58 58 58 53 8 2020 27 Array 7ntenor 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 77 79 79 79 77 77 77 75 79 79 79 74 74 74 72 79 79 79 72 72 72 70 Array Edge 79 79 79 77 77 77 75 79 79 79 74 74 74 72 79 79 79 71 71 71 69 79 79 79 69 69 69 67 79 79 79 66 66 6665 77 77 77 64 64 64 63 75 75 75 62 62 62 61 07945 573/7794762 88 88 88 86 88 88 88 88 88 80 88 88 85 88 88 88 88 88 88 8288 88 88 88 88 86 79 86 86 86 86 86 83 76 83 83 83 83 83 80 74 80 81 81 81 81 78 72 78 Array Edge 06 86 86 86 83 76 83 83 83 83 83 79 73 79 80 80 80 80 77 71 77 77 77 77 77 74 68 74 74 74 74 74 72 66 72 72 72 72 72 69 64 69 70 70 70 70 67 62 67 45 to 60 Arraytntertar 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 88 88 88 88 8$ Array Edge 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 86 86 86 86 86 87 87 83 83 83 83 83 85 85 81 81 81 81 81 83 83 78 78 78 78 78 81 81 76 76 76 76 76 0907 Arraylreenor 72 72 72 72 72 72 72 72 72 72-: 72 72 69 69 72 -72 72 72 72 67 67 72 72 '72 72 72 %655777739707062627072686568406172776666665858 Ar^ayldge 72 72 70 70 70 62 52 72 72 68: 58 69 60 60 72 72 65 65: 65 57 57 72 70 63 63 63 54 54 72 68 611 51 61 52 52 72 66 59 59 59 49 49 172 64 56. 56 55 47 47 72020 Array6+tedor 79 78 78 74 74 74 69 78 78 78 71 71 Y1 66 78 178 78 68 68 08 64 76 76 76 66 66 66 62 74 74 74 64 64 64 =60 71 71: 71 52 62 62 57 -69 69 69 60 60 60 55 Array Ed a 74 74 74 64 64 64 60 71 71 71 61 61 61 56 68 68 68 59; 59 59 54 66 66 36 56 56 56 6164 64 64 53 53 53 48 62 62 62 5191 9146 60 60 60 49 49 49 44 15 paf C 20tt0' 27 Afrayl088ror 79 73 74 79 75 79 76 s 79 79 73 76 76 76 14 79 79' 79 73 73 73 71 29 79 79 70 70 70 68 7$ 79 79 68 68 68 66 79 79 79 66 64 66 64 77 77 77 64 64 64 62 47080 0460 79 79 79 68 68 6$ 66 79 79 79-: 65 65 65 64 76 16 76 63 43 63 61 7773 73 51 61 i 61 59 71 11 71 59 59 59 56 68 68'. 68 56 56 56 54 66 66 66 53 53 83 51 27W45 Array7M4yror 88 88 88 66 85 78 85 85 85 $5 85 81 75 81 82 52 82 82 79 72 79 79 79 79 79 75 70 76 76 76 766 75 73 68 +73 74 74: 74 74 771 66 71 72 72 721 72 69 64 £9 Arta"£4ge 76 76 76 76 73 6$ 73 73 73 73. 73 70 65 70 71 71 71 71 68 53 68 68 $8 68 68 66 61 66 65 66 66 66 fi4 58 64 64 64' 64 64 X62 56 62 s 62 62 62 62 60 53 60 45Tofi0 Array6temDr 90 90 90 90 90 90 92 +90 90 90 90 90 90, 90 90 :90 89 89 89 $9 89 89 39 _85 85 85 85 85 87 07 83 83 83 83 83 85 85 80 80 80 80 8D 182 82 78.: 78 78 74 78 drno78 87 87 83 $3 83 83 83 '84 84 79 79 79 71 79 81 81 77 77 77 77 71 79 74 74 74 74 74 74 77 77 72 72 72 72 72 75 75_ 69 69 69 69 60 :73 73 67'. 67 67 67 67 Oto7 Array tnter70r 72 72 72 72 72 68 58 72 72 72 72 72 65 65 72 72 71 71 71 63 63 72 72 68 68 68 61 61 72 72 66 66 66 58 58: 72 71 64 64 64 56 56 72 69 62 62 62 53 53 Array Edge 72 72 66 66 66 58 58 72 71 64 64 64 55 55 72 68 61 61 61 52 52 72 66 59 59 59 50 50 72 64 56 56 56 47 47 72 62 54 54 54 45 45 72 60 51 51 51 43 43 Ito 20 Array7nterbr 79 79 79 69 69 59 65 77 77 77 67 67 67 63 74 74 74 64 64 64 60 72 72 72 62 62 62 58 69 69 69 60 60 60 SS 67 57 67 58 58 58 52 65 65 65 55 55 55 50 Array Edge 69 69 69 60 60 60 55 67 67 67 57 57 57 52 64 64 64 54 54 54 49 62 62 62 51 51 51 47 60 60 60 49 49 49 44 58 58 58 47 47 47 42 55 55 55 45 45 45 41 0 2010 27 Array iMertor 81 81 81 74 74 74 72 81 81 81 71 71 71 69 81 81 81 69 69 69 67 80 80 80 66 66 66 64 77 77 77 64 64 64 62 75 75 75 62 62 62 60 72 72 72 60 60 60 58 Array Edge 77 77 77 64 54 64 62 74 74 74 62 62 52 60 71 71 71 59 59 59 57 69 69 69 56 56 56 54: 67 67 67 54 54 54 52 64 64 64 51 51 51 49 63 63 63 49 49 49 47 271045 Arra97rr98 or 83 83 $3 83 80 74 80 80 80 80 80 77 71 77 77 77 77 77 74 68 74 74 74 74 74 71 66 71 72 72 72 72 59 64 699 69 69 69 69 67 62 67 67 67 67 67 65 60 65 Array Edge 72 72 72 72 69 64 69 69 69 69 69 66 61 66 66 66 66 66 64 59 54 64 64 64 64 62 56 62 62 62 62 62 50 53 60 60 60 60 50 57 51 57 58 58 58 58 55 49 55 457 60 Array lnterfor 90 99 90 90 90 90 90 90 90 86 86 86 86 85 87 87 83 83 83 83 83 85 85 80 00 80 80 80 83 83 78 78 78 78 78 80 80 75 75 75 75 75 78 78 73 73 73 73 73 Array Edge 82 82 78 78 78 78 78 80 80 75 75 75 75 75 77 77 72 72 72 72 72 75 75 70 70 70 70 70 73 73 68 68 68 68 68 71 71 66 66 56 66 66 69 69 64 64 64 64 64 Ot07 Atrag709899.Or 69 63 69 69 69 69 69 :69 69 69 69 69 59 69 69 '.69 69 69 69 69 69 69 69 69 69 69 59 69 65 69 69 69 69 69 59 6S 69 69 59 69 68 58 69 69 69 69 69 66 66 47r89 Edge 69 69 69 69 69 69 69 69 64 59 59 69 68 68 69 69 69 69 69 65 65 69 69 69 69 68 63 63 69 69 69 69 69 61 :61 69 50; 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45to60 6/789853907 107 107 317 107 307 107 107:307 107 007 107 107 107 107 107:107 107 107 1)57 107 167 107 107 107 107 107;.107 107 107 107 106 206 106 106 106 1O7 107 103 103 163 103 103 104 104 140 100 100 340 100: 87109 7444 107___107___106__106___106_____066___106 336_066____002___102__102___102_102 303___383____95___90____98___93__95 364____000_____95____95____95____85____95 97____97__92___92___92_____92___92 95___95_44___09______89___89__89 :92______97___06___86_____06_____06___36 0107 47789 31507337 92 92 92 9292 8201 92 92 89 89 89 79 79 42:92 86 86 86 76 7692 92 83 83 83 73 7392 89 80 80 80 71 71 92 86 77 77 77 6969 92 84 75 75 75 6767 #7149 6848 92 89 80 80 80 71 71 92 86 77 77 77 68 68 92 82 74 74 74 66 66 92 80 72 72 72 64 64 92 77 69 69 69 62 62 92 75 67 67 67 60 60 91 72 65 65 65 57 57 72.20 A7r2Y1r3#erior 97 97 97 84 84 84 78 93 93 93 81 81 81 76 90 93 90 78 79 78 73: 87 87 87 75 75 75 70 84 84 84 73 73 73 68 81 81 81 7070 2066 79 79 79 68 68 0000 38736 6440 84 84 84 73 73 73 68 81 81 81' 70 70 70 66 78 78 78 67 67 67 63 75 75 75 65 65 65 61 73 73 73 63 63 63 59 70 70 70 61 61 61 56 68 68 68 59 59 59 54 23'7 C 0132 170739187707 99 99 99 89 89 89 87 99 99 99 86 86 86 84 99 99 99 83 83 83 81 96 96 96 80 80 80 78 93 93 93 77 77 77 75 90 90 90 75 75 75 73 87 87 87 73 73 73 71 71729 1640 93 93 93 77 77 77 75 89 89 99 74 74 74 72 86 86 86 72 72 72 70 83 83 83 65 69 69 68 80 80 80 67 67 6765 78 78 78 65 65 65 63 76 76 76 £3 63 63 62 271045 Array 4272251 1W 100 1W 100 96 89 96 96 96 96 96 93 86 93 93 93 93 93 89 82 89 90 90 90 90 86 80 86 87 87. 87 8783 77 83 4404 84 8401 75 31 81 91 81 81 78 73 78 417376648. 86. 86. 96 86 83 77. 83 83 83 83 83' 80 74 0 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 68 y 451ab0 61189 37117287 107 107 107 107 107 107 107 107 107 104 104 104 104 104 105 105 101 101 101 101 101:102 102 97 97 97 97 97 99 99 94 94 94 94 94 97 97 91 91 91 91 91 1 94 94 88 88 88 89 88 Nt4y644p 99 99 94 94 94 94 94 96 96 90 90 90 -90 90 93 93 87 87 8787 87 90 90 84 84 84 84 84 88 88 82 82 82 82 82: 86 86 79 79 79 79 79 83 83 77 77 77 77 77 0862 34737 3973137 52 92 87 87 87 77 7 92 92 84 84 94 74 74 92 90, 81 81': 81 72 72 82 87 278 78 78'. 69 69 92 94 75 75'75 .67 67 92 81 73 73 73 65 93')90 79 71 71 71 63 63- '. #3149 6447 52 84 75 75 £75 67 67- 92 81 72 72 72 54 64 92 78 70 70. 70 62 62 92 75 67 67 67 60 E4 91 73 65 ≥65 65 57 57 S8 74 63 63 $3 55 55 86 69 61'. 61 51 53 53 73824 11744/7128307 91 9} 91 75 79 79 74' 89 88 89 76 76 76 71 85 ;95 85 73 73 73 69 82 82 282 71 71 71 66 79 79 79 68 68 69 .64 77 77 77 66 66 66 62 74 14 74 64 64 64 61 41587 6441 79 79 79 68 58 68 64'. 76 76 76 66 66 66 62 73 73 73______00___64 64 58 71 71 71 63 61'. 61 57 68 69 68 55 59 59 54 66 66 66 57 57 57 52 I 64 64 64 54 54 54 49 D 203327 637892897807 1W 100 1'30 84 84 84 82: 97 97 97 83. 01 81 75 94 94 94 78': 78 78 76 90 90 90 75 75 75 73 97 87 87 73 7373 71 85 SS 8570 71 71 69f44/ 82 82. 69 69 6967 611097480 87 $7 97 73 73 73 71 84 84 84 70 70 ,70 69 81 ;81 91 68: 18 68 66 78 78 :.78 65 65 65 64 76 76 75 `63 63 63 62 73 79 73 61 161 61 60:71 71 71. 60 60 60 57'. 2.7to45 637437628347 94 04 94 ^94 91 84 91 51 91 91 31 97 81 87 87 87 87 87, 84 78 54 '04 84 84 84 81? 75 81 82 82 82 !82 79 73 79 79 79 79 79 76 70 76 77 77 77 77 74 68 74 67139 9848 81 61 81 91 '.788 73 78' 79 79 78 78 76 70 76 76 76 76 76- 73 67 73 73 73 >73 73 70 65 70 71 71 71 71 68 63 68 69 69 63 69 66 61 66 67 67 67 67 64 59 64 45to64 ktrs710tomo1 107 107 102 102 102 142 102 103 103 98 99 99 98 98 100-1W 95 95� 35 96 95 97 97 92 92 92 92 92 95 95 S9 89 85 85 99 92 92 86 86 86 95 86 50 8t 80 90 83 83 83 671436680 94 94 88 88 88 88 88 i 91 91 85 85 85 $5 85 89 89 82 82 82 82 82 86 86 79 79 79 79 79 83 83 77 f7 7 77 77 $1 81 75 75 75 75 75 79 79 72 72 72 72 72 22 of 31 &Td Maximum Rail Spans(inches) (ClickFit Rail 450124(REVX03)Flush-Mount on 0 to 30 Foot Roof-L-Foot-Landscape Ground ExpOwre Wad Speed-> 909046 95 mph 000,076 005,006 000807 015 mph 120mph Snow Load Category Pane!8 e Roof Zone-> 1 2e 2r 2n 3e 3r I 1' 1 2e Zr 2n 3e 3r 1' 1 2e 2r 2, 3e 39 1' 1 2e Zr 2n 3e 3r 1' 1 Zr Zr 2n 3e 31 1' 1 2e Zr 2n 3e 3r 1' 1 2e Zr 2n 3e 3, 0.7 47 919800 86 86 86 86 86 86 86 86 66 86 86 86 86 86 86 86 86 86 86 86 86 86 86 86 86 86 83 83 86 86 86 86 86 80 80 86 86 86 86 86 78 78 86 86 85 85 85 75 75 Array Edge $96 86 86 86 86 $0 80 86 86 86 86 86 77 77 86 86 83 83 83 74 74 86 86 81 81 81 72 72 86 86 78 78 78 69 69 86 84 76 76 76 67 67 86 82 73 73 73 65 65 Ito 20 'lr'rr 6rterior 93 93 93 93 93 93 89 93 93 93 91 91 91 85 93 93 93 88 88 88 82 93 93 93 85 85 85 79 93 93 93 82 82 82 77 92 92 92 79 79 79 74 89 89 89 77 77 77 72 Array Edge 93 93 93 82 82 82 77 I 91 91 91 79 79 79 74 88 88 88 76 76 76 71 85 85 85 73 73 73 69 $2 82 82 71 71 71 67 79 79 79 69 69 69 65 77 77 77 67 67 67 63 8 200.27 AerayintMior 95 95 95 95 95 95 95f95 955 95 95 95 95 95 94 95' 95 95 94 94 94 91 95 95 95 90 90 90 88 95 95 95 87 87 87 85 95 95 95 85 85 85 82 95 95 95 82 82 82 80 ArrayEdge 95 95 95 87 87 87 85 95 95 95 84 84 84 82 95 95 95 81 91 81 79 94 94 94 78 78 78 76 91 91 91 76 76 76 74 38 88 88 73 73 73 71'85 85 85 71 71 71 69 279.49 Arrayfnteri09 105 105 205 105 105 100 0051181 105 105 105 105 96 105 105 105 105 205 101 93 101 101 101 101 101 97 90 97 98 98 98 98 94 87 94 95 95 95 95 91 84 91 92 92 92 92 88 82 88 Array Edge 98 98 98 98 94 87 94 94 94 94 94 90 83 90 90 90 90 90 87 80 87 87 87 87 87 84 78 84 84 84 84 84 81 75 81 82 82 82 82 79 73 79 79 79 79 79 77 71 77 45.60 Array Interior 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 106 106 106 106 106 107 107 143 103 103 103 103 104 104 100 100 100 100 100 49986 6488 "107 107 106 106 106 106 106 106 146 102 102 102 102 102 103 103 98 98 98 98 98 000 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 i 92 92 86 86 86 86 36 0to7 A ihfi'2tipr 86 84 86 86 86 $2 82 ::86 86 86: 86 86 79 79 86 86 86 86 86 76 76 86 86 83 83 83?73 73 86 86 80 $0 80 71 71 $6 84: 77 77 17 59 69 86 84 75 75 75 57 67 ArraYEdge 86 86 80 80 80 71 71 -86 86 77: 77 77 68 68 86 82 74 74 74 66 66 86 80 _72 72 72: 64 64 86 77 69 59 69 62 62 86 75 67 67 67 60 60 86 77 65. 65 65 57 57 78820 4fsay1n0.Mar 93 93 93 84 84 84 78 -93 93 93s 81 81 81 76 90 X90 90 7$ 78 79 73 87 87 87 75 75 75 70 84 84 84 73 73 73 '68 81 81` 81 70 70 70 fib 79 79 74 68 68 68 64 Array Vier 84 84 84 73 73 73 68 81 81 81 70 74 70 66 78 79 78 67 67 67 63 75 75 75 65 65-65 61 73 73 73 63 63 63 58 70 70: 70 62 61 61 86 88 68 689 59 59 59 54 150sf E 208907 4,9976 09878, 95 95 95 89 89 83 87 95 95 953 86 96 86 84 95 96 95 83 $3 83 81 45 95 95 80 80!80 78 93 S3 S3 77 77 77 75 90 90: 90 75 75 75 7837 87 87 73 73 7$ 71 Array Edge 93 93 "99 77 77 77 75 89 89 89+ 74 74 74 72 86 -86 86 72 f 72 72 70 83 83 83 69 69 69 68 80 80 80 67 67 67 65 78 78: 78 65 65 65 63 6 76 76 63_____03___83__62-: 2701 Arraytnterror 200 100 100 1W 96 89 96 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91 91 79 79 79 74 88 88 88 76 76 76 71 85 85 85 73 73 73 69 82 82 $2 71 71 71 66 79 79 79 68 68 68 64 77 77 77 66 66 66 62 74 74 74 64 64 64 61 49r05 0469 79 79 79 68 68 68 64 76 76 76 66 66 65 62 73 73 73 64 64 64 60 71 71 71 61 61 61 57 68 68 68 59 59 59 54 66 66 66 57 57 57 52 64 64 64 54 54 54 49 0 20002/ Arraylnterior 96 96 96 84 84 84 82 96 96 96 81 81. 81 79....94 94 94 78 78 78 76 90 90 90 75 75 75 73 87 87 87 73 73 73 71 85 85 85 71 71 71 69 82 62 82 69 69 69 67 Array Edge 87 87 87 73 73 73 71 84 84 84 70 70 70 68 81 81 81 68 58 63 66 78 78 78 65 65 65 84 76 76 76 63 63 63 62 73 73 73 61 61 61 60 71 72 71 50. 60 60 57 270045 470097983007 94 94 94 94 91 84 91 92 91 91 91 87 81 87 87 87 87 87 84 78 84 84 84 84 83 81 75 81 82 82 82 82 79 73 79 79 79 79 79 76 70 76 77 77 77 ,77 74 68 74 Array Edge 81 81 81 81 78 73 78 78 78 78 78 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 65 70 71 71 71 71 68 53 68 69 69 69 69 66 61 66 67 67 67 67 64 59 b4 45.60 Array rlessor 107 107 102 102 102 102 102 103 103 98 98 98 98 98 100 000 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 86 86 86. 90 90 63 83 83 83 83 Array Edge 94 94 88 88 88 88 88 I 91 91 85 85 85 85 85 89 89 82 82 82 82 82 86 86 79 79 79 79 79 83 83 77 77 77 77 77 81 81 75 75 75 75 75 79 79 72 72 72 72 72 00r7 6r107 3088r801 82 82 82 82 32 82 82 82 82 82 82 82 82 8781 X82 82 82 82 82 82 82 82 X82 82 82 82 82 82 82 82 32 82 80 86 87 82' 82 $2 82 7$ 78 82 82 82 82 82 7a" 75 34938 8487 82 82 92 82 82 80 80:::82 82 82: 82 82 77 77 82 82 82 82 3 82 74 74 82 82 81 81 81=72 72 82 82 70 78 76 69 69 82 82' 76 7fr 76 67 67 82 82 73 73 73 S5 65 70620 471290988 003 89 $8 89 89 $9 89 89 89 89 S9'. 89 89 89 85 89 X85 89 8$ 88 88 82 89 89 89 85 85 85 79 84 89 89 82 82 82 77 89 89: 89 79 79 79 74 .89 89 89 77 77 77 72 19948 8488 89 84 89 82 82 82 77 89 89 89: 79 79" 79 74 88 88 88 76 76 76 71 85 85 -85 73 73?73 69 82 82 82 71 71 71 :67 79 74 79 69 6S 69 65 77 77 77< 67 67 67 63 $ 241027 Afraylattru}r 91 91 91 91 41 91 91 91 91 91: 91 91 42 91 91 91 91 31' 91 91 91 91 91 92 90 90 90 8890 91 91 $7 87 87 85 91 91 91 8^s 85 85 82 93 91 S1 82 82 82 80 619496488 92 91 91 87 87 87 85 92 91 91: 84 84 84 82 9E 91 91 81 81 81 79 91 91 91 78 78 78 76 91 91 91 76 76 76 74 88 88 89 73 73 73 71 ?85 85 85:": 71 71 71 69 271945 88100 99001 103 343 103 103 103 100 103.'103 103 103 103 103 96 103 Na0 ,.103 103 103; 101 93 I01 101 101 301 101 97 90 97 98 98 98 98 94 87 :94 95 95 95 95 90 84 91 92 92 92 92 88 82 88 80186 0469 998 98 98 96 94 87 94 94 94 94 94 90 83 90 90 90 90 90 87 88 87 87 87 87 87 84 78 84 84 84 84 84 81 7S 81 $2 82[ 8} $2 79 73 79 79 79 791 79 77 71 77 4560 49149999n008 107 107 107 107 107 107 107:'107 107 007 107 107 £07 107 107 107 107 107 107 107 107 107 207 107 107 107'107 107 107 107 106 106 106 106':106 107 107 103 103 103 103 103 104 104 180 400 100 100 000 4,983_430 107____007____106__006__106___086___0061 086____106_002____102__187_002____387 083__003___98___98____98__90__98 000__0182_____96___95______95____98_____95 97_______07_92___92__92___92__92 95___95__89__89___89__39____84 i 92__92___86_____36____86___96_____85 017 Array lnten0r s 82 82 82 82 82 82 :82 82 82 82 82 82 79 79 82 82 82 82 82 76 76:.82 82 82 82 82 73 73 82 82 80 80 80 71 71 82 82 77 77 77 69 69 82 82 75 75 75 67 67 ArraYEdge 82 82 80 80 80 _6464j82 82 77 77 77 68 68 82 82 74 74 74 66 66: 82 80 72 72 72 64 iA 82 77 69 69 69 62 62 82 75 67 67 67 60 60 82 72 65 65 65 57 57 Ito 20 Array Irteri81 89 89 69 84 84 84 78 189 89 89 el 83 81 76 89 89 89 78 78 78 73 87 87 87 75 75 75 70 84 84 84 73 73 73 68 81 81 81 70 70 70 66 79 79 79 68 68 68 64 49197 8060 84 84 84 73 73 _/3581 81 61 81 70 70 70 66 78 78 78 67 67 67 63 75 75 75 65 65 65 61. 73 73 73 63 63 63 59 70 70 70 61 61 61 56 68 68 68 59_ 59 59 >4 20 709 _ 200027 Array8938w1 91 91 91 8989 89 87 91 91 31 86 86 86 84 91 91 91 9083 83 81 91 91 91 80 6000 7891 91 91 77 77 77 75 90 90 90 75 75 75 73 87 97 87 73 73 73 70 48937 0489 91 91 91 77 77 77 75 89 89 89 74 74 74 72 86 86 86 72 72 72 70 83 83 83 69 69 69 68 80 80 80 67 67 67 65 78 78 78 65 65 65 63 76 76 76 63 63 63 62 279045 4118/399e907 100 100 100 100 96 89 96 96 96 96 96 93 86 93 93 93 93 93 89 :82 89 90 90 90 90 86 80 9687 87 87 87 83 77 83 84 84 84 84 81 75 81 81 81 81 81 78 73 78 Array Edge 86 86 86 86 83 77 83 83 93 83 83 80 74 80 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. 58 63 68 450050 031493,19808 107 107 107 107 107 107 107:107 107 204 104 104 104 204 105 105 101 101 101 101 101 202 102 97 97 97 97 97 99 99 94 94 9494 94 97 97 91 91 91 91 91 1 94 94 83 98 88 88 88 ArraYEdge 99 99. 94 94 94 94 94 96 96 90 90 90 90 90 93 93 87 87 87 87 87 90 90 84 4484 8484 88 88 62 82 82 82 82 86 86 79 79 79 79 79 83 8377 77 77 77 77 381 Array fhteiwY 82 82 82 $2 82 77 77 82 82 82 82 82 74 74 82 82 81 81 81 72 72 82 82 78 78 78 69 69 82 82 75 75 75 67 67 82 81.: 73 73 73 65 55 082 79 71 71 71 63 63 81,870490 82 82 75 75 75 67 "67 82 81 72 72 72 54 64 82 379 70 70 70 62 S2 82 75 67 67 67 60 60 82 73 65 65 65 57 `57 82 70 63 63 63 55 55 ".82 68 61 61 81 53 53: 7tu24 17903319 8n31 91 91 91 79 79 79 74 88 88 88 76 76 76 71 85 ''.85 85 73 73 73 69 82 82 .82 71 71; 7y 66 7Q 79 79 S8 68 68 64 77 77 77 66 As 66 0274 74 74 64 64 64 6i Array€" 79 75 79 68 'E8 68 64 76 76 76 66 65 £6 62 73 73 73 16 64 64 500 71 71 71 61 61` 61 57 68 69 68 59 53 59 54 66 66. 66 57 57 57 52 64 64 64 54 54 54 49 4 2000.:27 6,14770689/69 93 93 93 84 84 84 82 93 93 93 81 81 81 79 In '.93 93 78 78 78 76 90 W 90 75 75 75 73 87 87 $7 73 73 73 71 85 85 85 71 71 71 69 82 82 82; 69 69 C9 67 ArraYEdge 87 87 87 73 13 78 71 84 94 $4 70 70 70 68 81 $1 81 68 68 68 66 78 78 -78 65 65' 65 64 76 76 76 63 63 63 62 73___70__73_____6150___60__50 i 73_717160___69___60_____S7 279945 118093989/01 94 94 94 94 91 84 91 91 91 9} 91 87 81 $7 87 $7 87 87 84 78 $4 84 84 84 84 81 75 80 82 82 8Y 82 79 73-.79 79 79 79 74 76 70 76 '.77 77'77 77 74 $9 74 49187E437 82 81 81 81 78 73 7$s 78 78 78 78 76 70 76 76 76 76 76: 73 67 73 73 73 73 73 70 6S 70 71 71 7t 71 68 63 S8 69 69 69 69 56 62 65 :67 67 673 67 64 59 64 454.60 797 107 107 102 102 142 102 102': 103 103 98 98 9$ 98 98 100 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 $6 86 86 90 SO 83 $3 88 83 83 A,.yfdge 94 94 89 $8 83 $9 88 91 91 85 85 86 85 85 89 -89 82 82 82 82 82 86 86 79 79 79 79 79 83 83 77 77 77 77 77 81 81' 75 75 75 75 75 79 79 72 72 Z2 72 72 0'07 Araay30381w1 82 82 82 82 82 82 82 82 82 82 82 82 8} 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 $2 82 82 80 80 82 82 82 82 82 78 78 EE 82 82 82 82 82 75 75 431990dge 82 82 82 82 82 W .80 82 $2 82 82 82 77 77 82 82 82 82 82 74 74 82 82 81 81 81 72 72 82 82 78 78 78 69 69 82 82 76 76 76 67 67 k 82 82 73 73 73 65 65 700 20 Arrayinteri01 E6 85 86 86 86 86 86 86 86 86 86 86 86 85 86 86 86 86 86 86 82 86 86 86 85 85 85 79 86 86 86 82 82 82 77 86 86 86 79 79 79 74 86 86 86 77 77 77 72 - Array Edge 86 86 86 82 82 82 77 86 86 86 79 79 79 74 86 86 86 76 76 76 71 85 85 85 73 73 73 69 82 62 82 71 71 71 67 79 79 79 69 69 69 65 77 77 77 67 67 67 63 B 20.27 Array 39189,08 88 86 88 88 88 88 88 88 88 88 88 88 88 88 88 88 08 88 88 88 88 88 88 88 88 88 88 88 86 88 88 87 87 87 85 88 88 $8 85 85 85 82 88 88 88 82 82 82 80 #9948 0440 8$ 88 88 87 87 87 85 88 88 88 84 84 84 82 88 88 88 81 B1 81 79 88 88 88 78 78 78 76 88 88 88 76 76 76 74 88 88 88 73 73 73 71 85 85 85 71 71 71 69 271045 78847/9999301 101 101 201 101 101 100 101 301 003 101 101 101 96 101 101 101 101 101 101 93 101 101 101 101 101 97 90 97 98 98 98 98 94 87 94 95 95 95 95 91 84 91 92 92 92 92 88 82 88 61897 6449 98 98 98 98 94 97 94 94 94 94 94 90 83 90 90 90 90 90 87 80 87 87 87 87 87 84 78 64 84 84 84 84 81 75 81 82 82 82 82 79 73 79 79 79 79 79 77 71 77 45w60 Array 3330001 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 106 106 106 106 106 107 107 103 103 103 103 103 104 104 100 100 100 100 100 Mray Edge 107 107 106 106.106 106 106 106 106 102 102 102 102 102.103 103 98 98 98 98 98 100 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 86 86 86 d7«7 Away 02 82 82 82 82 82 82` 82 82 82 62 82 79 79 82 82 82 82 82 76 76 82 82 82 82 82 73 73 82 82 80 80 86 71'71 82 82 77 77 77 69 66 82 82 75 75 75 67 67 809891488 82 82 80 80 80 71 71 82 82 77 77 77"68 yr$ 82 82 74 74. 74 66 66 82 80 72 72 72 64 64 82 77 69 '.69 63 62 62 82 75: 67 67 67 60 60 82 72 65:: 65 65 57 57 7 ta20 8098/39/30198 86 86 86 84 :'.84 84 78 86 86 86 81 81 81 76 86 86 86 78 78 78 73 85 86 86 75 75 75 7084 84 84 73 73 73:68 81 81'. 81 70 70 70 66 79 79 79': 68 68 6$ 64 41r31143e $4 84 84 73 73 73 68! 81 81 81 70 74 70 66 78 78 78 67. 67 67 63 75 75 75 65 65' 65 61 73 73 73 '$3 63 63 59 70 70 70 61 61 61 56 68 69 68 59 59 59 54 25pst C 269027 34896/91700, 88 88 89 88 88 $8 87:. 88 88 88 86 86 86 84 88 88 88 83 83 83 91 $8 89 88 $0 80 80 78 $8 88 88 77 77 77 75 88 88 88 75 75 75 73 07 87 87: 73 73 73 71; 83 0482 8$ 88 88 77 77 77 ,75 88 38 $a 74 74 74 72 86 '?85 86 72' 72 72 70 83 88 83 69 63;: 69 68 8D 80 80 347 67" 67 6S 78 78 78 65� 65 65 63 76 76 766::: 63 63 00 62 270645 6t939 1948309 160 100 100 100' 96 89 96 96 96 83 96 93 86 93 '98 93 93 93- 89 $2 &9 90 90 90 90 65 80 86 87 87 87 67 $3 77 89 84 84 84 84 81 75 81 $1 81 81- 81 78 73 78 _f446)89_ 86 86 86 86 X83 77 83 83 83 83 83 80 74 80 80 8Y 80 80' 77 72 77 78 78 78 78 75' 69 75 75 75 75 75 72 67-:72 73 73 73 73 70 65 70 -71 71 71�.. 71 68 63 68 453860 #8137 849938, 207 107 107 107 3.07"107 107,107 107 209 104 004 104 104 105 .105 100 101 101 101 101 102 1132 97 97 97 97 97 99 99 94 94 94 94 94 97 97 91 91 91 91 91 94" 94 89 88 88 88 88 Array04ge ,99 99 94 94" X94 94" 94 96 96 90 90 90 90 90 93 93 87 '$7 87 87 87 90 90 84 84 84 84 $4 88 88 87 82 82 82'82 86 86 79 79 79 79 79 83 83 77: 77 77 77 77 03 Array tnk898r 82 82 82 82 82 77 77 82 82 82 82 82 74 74 82 82 81 81 81 72 72 82 82 78 78 78 69 69 82 82 75 75 75 67 67 82 81 73 73 73 65 65 82 79 71 71 71 63 63 4,936 1439 82 82 75 75 75 67 67 82 81 72 72 72 64 64 82 78 70 70 70 62 62 82 75 67 67 67 60 60 82 73 65 65 65 57 57 82 70 63 63 63 55 55 82 68 61 61 61 53 53 71020 80137/919001 88 88 88 79 79 79 74 88 88 88 76 76 76 71 85 85 85 73 73 73 69 82 82 82 71 71 71 66 79 79 79 68 68 68 64 77 77 77 66 66 66 62 74 74 74 64 64 64 62 49146 1497 79 79 79' 68 68 68 64 76 76 76 66 66 66 62 73 73 73 64 64 64 60 71 71 71 61 61 61 57 68 68 68 59 59 59 54 66 66 66 57 57 57 52 64 64 64 54 54 54 49 D 201027 081473939907 89 89 89 84 84 84 82 89 89 89 81 81 81 79 89 89 89 78 78 78 76 89 89 89 75 75 75 73 87 87 87 73 73 73 72 95 85 85 71 71 71 69 82 82 82 69 69 69 67 09134 0490 87 87 87 73 73 73 71 84 84 84 70 70 70 68 81 81 81' 68 68 68 66 78 78 78 65 65 65 64 76 76 76 63 63 63 62 73 73 73 61 60 61 60 71 71 71 60 60 60 57 279045 4982931800.1 94 94 94 94 91 84 91 91 91 91 91 87 81 87 $7 87 87 87 84 78 84 84 84 84 84 81 75 81 82 82 82 82 79 73 79 79 79 79 79 76 70 76 77 77 77 77 74 68 74 Array Edge 81 81 81 82 78 73 78 7878787876707676767670736773j7373737370557870707170 78 78 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 55 70 71 71 71 71 68 63 68 69 69 69 69 66 61 66 67 67 67 57 64 59 64 4520 60 Array 3010301 107 107 102 102 102 102 002 103 103 98 98 98 98 98 000 000 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 89 92 92 86 86 86 86 86 90 90 83 83 83 83 83 Array Ede 94 94 88 88 88 BB 88 91 91 85 BS 85 85 85 89 89 82 82 82 82 82 J 86 86 79 79 79 79 79 83 83 77 77 77 77 77 81 81 75 75 75 75 75 79 79 72 72 72 q 72 72 24 of 31 Wsm Maximum Rail Spans(Inches) ClickFit Rail 450124(REVX03)Flush-Mount on 0 to 30 Foot Roof--L-Foot—Landscape Ground Exposure Windlpeed-> 90mph 95mph SOOmph 105mph 110mph 115mph 120mph Snow Load j9309570 Panel An e 010f Zane- 2 1 2e Zr Zn 3e 3r 1 1 2e Zr 2n 3e 3r 1' 1 2e 2r Zn 3e 3r 1' 1 202r Zn 3e 3, 1' 1 2e Zr Zn 3e 3r 1' 1 Zr 27' Zn 3e 3r 1' 1 24 Zr Zn 3e 3r 0.7 Arrx908e'Ru- $1 01 $1 81 81 $I 81 '$1 8£ 81-. 81 $1 81 81 81 `81 81 81 81 81 00 81 81 81 01 81 81 81 81 $1 81 $1 81 80 80 81 81 81 81 61 78 78 81 81 $1 &1 81 75 75 4rr0y Ed6e 81 81 81 81 $1 80 00 81 81 81! 81 $1 77 77 81 81 81 81: 81 74 74 81 81 00 81 81 72 72 81 81 78 78 78 69 69 81 810 76 76 76 67 67 183 81 7373 COOS 65 7.20 Arrayfxten r 83 83 83 83 81 83 83 ;83 83 83'. 83 $3 63 83 83 83 83 $3; 83 83 820 83 $3 83 83 83 83 74 8s. 03 83 02 82 $2 77 83 83: 83 79 79 79 74 :$3 83 831 77 77 77 72 Array 80ge 83 $3. $3 82 8Z 82 77 $3 83 83 79 79 79 74 83 '.83 83 76! 76 75 71 83 83 83 73 73 73 69 82'. 82 82 71 71 71 f 67 79 79': 79 63 0g 69 65 77 77 77 67 67 67 63'. 8 2p.27 Anryk array 85 85 85 85 85 &5 85 85 85 85 85 85 $5 85 85 85 85 $5: 85 85 CC 85 as X85 85 85 85 85 85:. 85 85 85 85 85 85 $5 85 85 85 85 85 82 85 85 85 82 82 82 80 9001700_ 85 85 85 P01500909081000490041205009001901079158080707070769091907176 85 85 $5 85 86: 84 84 84 82 85 85 85 81 81 81 79 85 85 185 78 78 78 76 85 85 85 76 76 76 74 85 85': 85 73 73 73 71 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69 69 69 69 69 72 72 66 66 66 66 66 68 68 63 63 '53 63 63i 0885__08____6S______08__58___80 67____69_____57____67_____57____55____17 0587 t Array3rerior 70 70 67 67 67 60 60 1 70 70 64 64 64 55 55 70 57 61 61 61 51 51 70 64 57 57 57 48 48 70 62 54 54 54 45 45 70 59 51 51 51 43 43 Array Edge : 70 65 57 57 57 48 48 70 61 53 53 53 45 45 70 58 49 49 49 42 42 59 54 46 46 45 35 39 67 51 44 44 44 37 37: 64 46 41 41 41 34 34 73020 Array lnrsror 70 70 70 4160 61 56 67 67 67 57 57 57 52 54 54 64 53 53 53 48 61 61 61 50 50 50 45 58 58 58 47 47 47 43 54 54 54 44 44 44 40 Array Edge 51 61 61 SO 50 50 46 57 57 57 46 46 4b 42 53 53 53 43 43 43 39 50 50 50 40 40 40 37 47 47 47 38 38 3& 33 44 44 44 36 36 35 30 D 2/5827 Array Interior 75 75 75 65 65 65 63 74 74 74 62 62 62 60 70 70 70 58 58 58 56 67 67 67 55 5S 55 52 64 64 64 51 51 51 49 52 62 52 48 48 46 46 Array Edge 57 67 67 55 55 55 53 64 64 6455 51 51 49 61 61 61 47 47 47 45 58 58 58 44 44 44 43 54 54 54 42 42 42 40 51 51 51 39 39 39 38 27x845 Arrayfrrrslbr 73 73 73 73 70 65 70 59 69 69 fig 66 62 66 56 66 56 56 63 58 63 63 63 63 63 61 5466 60 60 60 60 57 51 S7 57 57 57 57 54 48 54 Array Edge 63 53 63 63 61 55 61 60 50 60 50 57 51 57 56 56 56 56 53 47 53 52 52 52 52 50 44 50 43 49 49 49 47 42 47 46 46 46 46 44 39 44 45 W 69 Array Interior 85 85 79 79 79 79 79 81 81 75 75 75 75 75 78 78 71 71 71 71 71 74 74 68 68 68 68 68 71 71 66 66 66 66 56 68 68 63 63 63 63 63 15340 8348 75 15 69 59 69 69 59 71 71 65 65 65 b5 65 6868 52 62 52 62 62 65 55 59 09 59 59 54 52 62 56 56 56 56 55 6860s353535313 53 53 53 53 53 29 of 31 Company a Fdb 19, 2021 Designer 06:43 AM Job Number: Checked By:_ Section Properties: Sectionl = 450124 (REVX03).DXF Section Information: Material Type = General Shape Type = Arbitrary Number of Shapes = I 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 1nA2 Inertia, Ixx = 0.151 inA4 Inertia, lyy = 0A00 MA4 Inertia, Ixy = -0.000 inA4 Sx (Top) = 0.191 in A 3 Sx (Bot) = 0.191 in A 3 Sy (Left) = 0A26 in A 3 Sy (Right) = 0.126 in A3 rx = 0.635 in ry = 0.516 in Plastic Zx = 0.222 in A 3 Plastic ZY = 0.180 i n,, 3 Torsional J = <No CaIc.> As-xx Def = 1.000 As-yy Chef = 1,000 As-xx Stress = 1.000 As-yy Stress = 1.000 Section Diagram C:\RISA\SectionProjectl Page 2 4 3 D D c 3,00 103 C [76.1] [7&9] .............. r--- THIRD ANGLE PROJECTION DRAwN CHKrED - EW, AM, - Lpj A -WM APM - I A -a-A-- MOUNTING INTERPRET DIM AND TOLERANCE INNOVATIVE $YST11fill DO NOT SCALE DRAWRaG PERASMEY14.5[MI-2DO9 MINIMUM MODULE HEIGHT DIMENSIONS TOLERANCES AREIN: PROPMETARY AND CONFtDENTtAt INCHES. I mWMETERS1 I EXAMPLE MXx: *1/-- D-031X: + SIZE IDWG, NO. xx-xxxx-xxx x0RWUMrasa XXXI+0XX: SCALEI:1.5 I WErGHT: 31 of 11 SKET I O:L--j 4 2 --1 SYSTEM INFORMATION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE PLAN KEY momentum HANWHA R301.2(l) MODULE Q.PE K DUO BLK- 10+ 360 Pv-1 COVER PAGE SOLAR INVERTER E P I SE 7-60-2- fS SPEED ' (MPH) 140 P -1,1 ATTACHMENT DETAIL RACKING R# ®FTECFI RT- I I I / ECOFASTEN TOPOGRAPHIC EFFECTS B P -2 ROOF LAYOUT PRO CUSTOM SOLAR LLC D.B,A. MOMENTUM R 325 HIGH STREET, METUCHEN, NJ 08840 (732) �*2-6224 CLICKFIT RAIL RACKING SYSTEM PV-3 ELECTRICAL MOMfMUMSOLAR.COM SPECIAL WIND REGIONSYSTE NO PROFESSIONAL SIZE CSC 8.28 P-1 ELECTRICAL CON. WIND BORNE DEBRIS Z LOCATION 28.2601360,-82.2236434 Pi32 SEISMIC DESIGN CATEGORY C CLIMATE ZONE 2A t € WIND EXPOSURE RE CATETORY C f •° sY ! � • } us ORDINANCES. MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED FLORIDA CODE REQUIREMENTS FOR. THE DESION CRITERIA OF THE TOWN. PER FL, STATUE 377.705 , I, MINA A. MAKAR PE# 86753, CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER LICENSEES PURSUANT TO CHAPTER 471, ERTIFY THAT THE Phi ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE ( DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE, FBC 2020 f, FBC, RESIDENTIAL 2020 TABLE 30.a° a3 WIND SPEED CONVERSIONSa It 11O 115�2 13 140 1,o 160 170 1 0 1 T000l , L1dj65 SOL 101 06 116 124 I2 59147 1 For I e 1 mile per hour = 03.447" rn/se a. Linear interpolation is permitted. 11 HAN HA Q.PE K DUO RLI - 1 + 360 360 WATT MODULE 67.6" X 41.1" X 1.26" (SEE DATASHEET .. >� ■I G6I 'i FIlI�A.9 {s �ay� Y A � BLK4 I L #.0 yy yy. t 9 '$• 4�EV: DATEe i3ESi�ER: COVER PAGE PER MODULE. WSTA€LA€1ON MANUAL SECTION A -A 1.57 1.50 i,57 0 2.75 [70,1] FRONT VIEW RAt DETAIL D FRONT VIEW SIDE VIEW SCALE 1 : b L-FOOT € FOOT THIRD ANGLE PROJECTION sr .ww. £, eA' e4ruta z+ CtECXk : ph maERMT Dim A+atcxtHinrzce. te€faaVASYVE 00 NOT SCALE DRA : aeeasasYte_sianl-2.sx aer; €ntaFrrAxYor>tt'a. anarssAaem CLICKFIT COMP SHINGLE W:, _ xx .t. (Y�1 x.,f.:7s y �«X�-7(XXXX zo m ft. to �"[` �,�. P' 4„Dual bolt design, M8 or 5/16" EngineerEngineerprij to ASTM t r 1761 m-a S"d n, -4--F5;4LE!aGYS H, JCS Components Dimensions in (mm) _ RT2 ttd# �sFII ` 2a Ott e�' 5x £Rla-bd- Y ta6ea.lBag 5116" & ruat W (W .uSr W ay..AMi RT-Sutyl{R #:Sy 10-At . RT-Suty; is tzus$ Tacks flexible flashing used sn 700,0140 eesWera¢,at PV systams for ft # zt 24 yearn, it is the first PV mounting syslew, wAh Fn,x hie -v Deck installation 41, �,,,.,.� _P®.... ._,.�. ,.�............._,__. Shedding water? 1Waterproof s ICC €SR-3575 ASTW140 testa;© UV tesYnn (75W hes.) ,..: I momentum SOLAR D CUSTOM LLC D.S.A,MOMENTUM SOLAR CERTaF'SEI} S{SiAR COWRACTOR.: LICENSE NUMBER: CVC57036 MONEUMM SOLAR 5728 MAM BLVD. SUITE 307, OR DO F€. 32819 TtN< ,aityI c :r%•,s 7092 STEER BLADE i ZEPHYRHILLS, FL 33541 ! " +r INITIAL HATE: 2/17/2022 DESIGNER, 5MMI V: DATE. DESIGNER: REV: DATE. DESIGNER. ATTACHMENT I. ATTACHMENT RETAIL FOR SHINGLE ROOF SCALE: :, LAN SCAPE SPAT RCAF PANEL COUNT TILT AZIMUTH SHADING (ROOF AREA 1/2/3) PORTRAIT M SPAN (ROOF AREA 1/2/3) LANDSCAPE CANTILEVER PORTRAIT MAX CANTILEVER Rl 23 21* 187' 99% 48/32 /32 SIR /32 / 2 16 /10 /1I 16 /10 /10momentum SA I A x n S PRO OM SOLAR D.S A, MOMENTUM SOLAR SGET, 9 EN, N3 08840 f d "TF "' ;4% II1141I 4 TOTAL SQUARE FOOTAGE T'AGE OF ROOF. 4325 SOFT SQUARE FOOTAGE OF SOLAR ARRAY:443.77 SQFT CAMERON CHRISTENSEN PERCENTAGE OF SOLAR ROOF COVERAGE:10.27% CERTIFIED SOLAR CONTRACTOR LICENSE NUM ER: CVC57036 MOMENTUM SOLAR - ,p. 1R°" RIDGEETI ACK SHALL ALL f ERE IRf I > I 5728 MAJOR BLVD. SUITE 34?;. ORLANDO fL. 32819 xiocE � #_ ,R 3,_ CUSTOMERINFORMATION `t30 ESA KOLTA - MS94737 ' goLEGEND 7092 STEER BLADE D f ZEPFfYRf-IfLLSB FL 33541 1 Yt y " mresP FAIN SERVICE PANEL CHIMNEY 8503450896 I 24Y- - ab SP s a -PANEL SKYLIGHT SYSTEM SIZE (DC): 8.28 K 23 MODULES: HANWHA Q.PEAK DUO f Er RLK-GlO+ 360 ....,-..e,..,.....s,.....�..,...._..,.. .. _ 7 f d M } UTILITY METER VENT � ` > 23 INVERTERS: ENPHA SE IQ7-6 -2-US s ER SPACING — I 7 L7iS£ AC DISCONNECT z , PIPE VENT C� I,aSC LIDO -... 24-O.C. i!' !' Ua7G. UTILITY DISCONNECT s�-� FAN t� ELECTRICAL EQUIPMENT FIRE SETBACK - LE ILIAl CENTER SATELLITE DISH PR03ECT INFORMATION (36- VENTILATION, TION, 6`9 ROOF ACCESS)' INITIAL DATE: 2/17/2022 DESIGNER. S ill (Tl'P) N3R NEMA 3R BOX e�} ENVOY-s FIRE SETBACKS REV: DATE: DESIGNER: CLAMPING MAX SPACING IN ZONE 1 72" C.0 MIN XXTGROUND ACCESS REV: DATE, DESIGNER: AND IN ZONE 2 AND ZONE 3 4 " C,C GROUND ACCESS ______ cs COMBINER Box POINT NOTE: ( P) II1 ROOF LAYOUT MODULE - PITCHcIRECTaON 1, ROOF COVERING MATERIAL IS COMPOSER OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE. 2. REFER TO LAYOUT RETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS. WIND PRESSURE ZONE LINES. REFER TO _ ...-.... PV-2.2 FOR ADDITIONAL INFO PV MODULE RATINGS INVERTER RATINGS VOLTAGE DROP CALCULATIONS MODULE MAKE HAi WHA INVERTER MA KE ENPHASE FORMULA USED PER. NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE CIO) Q.PEAK BUG WIRE RUN %p R L (FT) Vo % Vo WIRE SIZE momentum MODEL BLK-G10+ 360 MODEL IQ7 2-US SOLAR I A PC ER 360MAXt3i1TPtlT POWER 240ittf BRANCH `CD I -BOX 240.00 2 1.98 79.00 3.754 1.56% 12 AWG �^. PRO CUSTOM SOLARLLC D.S.A. MOMENTUM R OPEN CIRCUIT IT ( 41.IB -BOX O LOAD � 325 HIGH STREET, MET HEN, €�3 08840 OPEN DC VOLTAGE 48V 240.00 23 1. 4 50.00 2.852 1,19 , 10 AWG (732) 2-6224 MPP VOLTAGE 34.31 CENTER OI INAL AC OLTAL E 240 � �a€ crL�R. M LCDAi1 CENTER T 240.00 28.75 1.24 3.00 0.214 0.09% 10 AWG PROFESSIONAL SHORT CIRCUIT CURRENT 11,04A DISCONNECT MAXAC CURET 1AENGINEERING MPP CURRENT 10.49A AC DISCONNECT TO CEC INVERTER EFFICIENCY 97% 240,tI0 28.75 1.24 10,f90 0.71 0.30% 10 AEG NUMBER OF MODULESnLE INTERCONNECTION NUMBER OF INVERTERS 3 � UL1703 COMPLIANT 1703 COMPLIANT YES' P1� NEC 705.12()() 3 ) 12 P RULE SUB PANEL C} I�i TEAS SO R PH TOVOLTAIC YSTE CCIP�IPLIES ITFI TI IE 2020 � „, ���, E PER B 1CF8 ILITER OTPr �A11 CC<'I 5 RT£1C r .2 BREAKER SIZE FLC RIIIA BUI I G CC 3E Ai [3 TI IE 2017 NATIONAL ELE RICA CLi E LIP T20A 11.25 r 23 + 2015 200 x 1.20 f FSEC CERTIFICATION STATEMENT' PER FL. STATUE 377.705 , I, MINA A. A R 'PE 86753, r. 23 IiANItatF#A Q.PEAK DUO RL C1 6C! (I MODULES PAIRED WITH CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER 23 ENPHASE IQ7-60-2-US MICRO -INVERTERS LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE P1f ACE F ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS S ARE '✓ ° . t m DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING BRANCH CIRCUIT A 20 12 MICRO -INVERTERS EXISTING SQUARE D BRANCH CIRCUIT B UTILITY 225A SUB PANEL 240 V 11 MICRO -INVERTERS METER 19HI GRID it ENPHASE 0AA + AC COMBINER SOLAR CIRCUIT Box DISCONNECTING MEANS EATON 60A FUSIBLE AC - DISCONNECT pe�q' ICONTRACTOR : OOA CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 30A 3£}A MOMS M SOLAR € g k 5728 MA30R BLVD. SUITE 307; ORLANDO FL 32819 CUSTOMER INFORMATIO IN RB fTF _ 0A11 A BREAKER _LPOWER I ENA KOLTA - MS94737 tU TIGN (MANUFACTURER 0A FUSES "GROUND 7092 STEER BLADE 11R SUPPLIED FOR ZEPHYRBILLS, FL 3 541 TERMINATION CAP 1 BCkx A-B ENVOY) 3 3 EXISTING 200Ai INSTALLED ON 20A BREAKER (A) METER MAIN � EM IN0FB 6 END OF CABLE 20A BREAKER (B) 200A BREAKER SYSTEM SIZE (DC ): 8.28 KW 3 MODULES: I-IANWHA Q.PEAK € UO LK-GlG+ 360 23 INVERTERS: ENPHASE ICI7-60-2-US Wire Tag Conduit Wire sty WireType Tem p. mp. Aire Temp.Conduit Berated Inverter NEC Design Ground Ground Wire NOC A Gauge Rating Ampacity (At) Berate FIII Iterate ArrlpaCity (A) Qty Correction Current (A) Size Type 1 OPEN AIR 2 12 AVJG Trunk Cable 90°C 30 0.96 1 28.80 12 1 1.25 15,00 12 AWG Trunk Cable PR03ECT I FORMA SMMI 2A 10 AWG TI- WN-2 75°C 35 0.96 2€,BB 12 1 1.2S 15.00 Oil AWGHTHWN-]2tr' �� ; 21�2�2IIxz iiESi�P3E€L:3 4" PVC q 0}8 EREV;DA E: DESI NER: 2B 1 0 fial� G THWN-2 7 'C 5 0.96 S33,66O E23 2 1.25 13.75 OR AWGDATE: DESIGNER: E 3 3/4" PVC 3 + G 10 AWG T'I�IWN-2 75'C 5 0.96 1 1 1,25 2835 08 AWG THWN-2 THREE LINE NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. « 3THIS SYSTEM COMPLIES WITH NEC 2017 k BRANCH CIRCUIT_ _ WIRE TAG LARGEST SHALL H� LOWER DESIGN CURRENT THAN THE ONE SHOWN. IN ADDITION, #i D VOLTAGE • 4mCALCULATIONS w PANELS COMBINER Box SHALL FSHOWNx SIMILAR FASHION 5ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 ilTIMM :wETi#] Eifi�ia. NEUTRAL16. AND EQUIPMENT GROUNDING K Us CONDUCTOR BONDED PER 17. EQUIPMENT .Y GROUNDING ELECTRODE SYSTEM PER 250.54(D). 18, FUSES FOR F DISCONNECT . HAVE AIC RATINGS x 1 AND 1 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION MODEL,PIERCING CONNECTORS (lPC). MAKEj RATING OF INtItRCONNECTION CANON a«BELOW. INTERCONNECTION20. METHOD OF 2t UTILITY HAS k UNRESTRICTEDALL t 4# k s; x � ,k �r � a. x •r NOT ww�j-- MAKE MODEL VOLTAGE CONDUCTOR CONDUCTOR RATING RANGE MAIN RANGE TAP IL6 O IPC 4006 600 V 4/0-4 AW 6-14 AWG ILSCO IPC 4020 600 V 4/0-2 AWG 2/0-6 AWG INSTRUCTIONS FOR LINE TAP FIGURE 1- ADJUST THE CONNECTOR NUT TO 8UiI LOCATION 2. PUT Tki� BRANCH d CAP SHEATH INSERT3. F. 4 TWO LAYS OF INSULATED RE MAIN CABLE, SH .. STRIP eki x CERTAIN LENGTH OF Tkf� FIRST INSULATED Y. momentum SOLAR PRO CUSTOM SOLAR LLC D.S.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHE , NJ 08840 (732) 902-6224 MOMENTUMSOLAR,COM CERTIFIED SOLAR. CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR S728 MAJOR BLVD, SUITE 307, ORLANDO: FL, 32819 INrnAL DATE: 2/17/2022 DESIGNER:SEA REV: DATE. DESIGNER* REV: DATE: DESIGNER1 ELECTRICAL ALL WARNING SIGN(S) OR LABELS) SHALL COMPLY WITH NEC ARTICLE 110.21(8). LABEL WARNINGS SHALL ADEQUATELY WARN OF THE HAZARD. LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT, AND LABELS REWIRED SHALL BE SUITABLE FOR THE ENVIRONMENT. TAG LABEL QUANTITY LOCATION NOTE EXAMPLES momentum I AT EVERY SEPARATION BY ✓-A�SOLAR C-AWFION 12 AG CONDUITS ENCLOSURES / WALLS PARTITIONS I CEILINGS I FLOORS AC OVOLTANO MOR9 E THAN 1PRO CUSTOM SOLAR LLC D,B.A, MOMENTUM SOLAR SLAR GE OR d 1 COMBINER BOX I AT ANY COMBINER BOX @ ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION rm POWER TO THIS SERVICE IS ALSO SUPPLIED FROM ON -SITE SOLAR GENERATION AC SYSTEM DISCONNECT I I I JUNCTION BOX I 1ATANY JUNCTtONBOX I OF EACH AT FUSED AC DISCONNECT AC DISCONNECT COMPLETE VOLTAGE AND (RSD SWITCH) CURRENT VALUES ON DISCONNECT LABEL Emu EMNIZEM INTERCONNECTION wqx"MOMM-Mm DIRECTORY PLACARD I OF EACH AT BUILDING INTERCONNECTION POINT AND nM= rN10F�f-rnDV Dj ArADn (732) 902-6224 MOMENTUMSOLAR,COM S'rA-rE'OF P1.0mo .......... xx CAMERON OiRISTENSEN CERTIFIED SOLAR coNTPAr-Top, LICENSE NUMBER-, CVC57036 KOMENTUM SOLAR 5728 MAM BLVD. ORLANDO FL. 32819 MENA K01TA - MS94737 7092 STEER BLADE DR ZEPHYRHILLS, FL 33541 BACKFEED PANEL PR03ECT INFORMATION POWER SOURCE OUTPUT CONij NECTION. INITIAL DATE. 2/1712022 DESIGNER: SMMJ DO NOT RELOCATE THIS OVERCURRENT DEVICE REV: DATE: DESIGNER: on, REV: DATE: -jDESfGNER---- Ei �g EQUIPMENT LABELS I AC CURRENT PV MODULES @ BACKFEED `'= V-01l, ORDS ; vE 107°112, or VE momentum ED SOLAR labW O CUSTOM SOLAR LL.0 D.B.A. MOMENTUM SOLAR 32514101 STAEU, METUCHEN, W 08848 yam., SYMBOL LEGEND MAIN SERVICE PANEL - AC AC DISCONNECT 0 PIPE VENT DI�c RON UTILITY DISCONNECT. ED FAN LC LOAD CENTER SATELLITE DISH dge h yv anq 3R B£1X 1 E av€�t-s Pif€E SETBACKS CLAMP G MAX SPACING IN ZONE 172" O.0 i5 Sur t IN AND "reviewed CM CB COMBINER BOX POINTRRYX A gat for f, this survey' ri "J SOLAR } DRY L:YCEN�5E NU BER: CVC57436 ,,�� , ► � rj �, �� 'gym !®'11 ±• x � GROUND ACCESS REV: €SATE; DESIGNER NOTE: fietecise this su t MOD DIc� PITCH 1. ROOFOVERING MATERIAL IS COMPOSED CAE � �� � E3 2. REFER. 0 LAYOUT DETAIL DRAWING PV-3 FOR I ENS WIND PRESSURE ZONE LI , .�. PV-2.2 FOR ADDITIONAL Ire r� T ES. REFER TO PV-2 (2) 4 LM