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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'? "'I w ��A c 0 lcm OUTPUT DATA 7, "".,U' 710 vo, 2 Q 5 Wl' morna a A "' ' :1�08 V 'MM" ,, 4, 6 "\1 " TWAM "111'�""' 8 A 183M V mmaym ""Mon Mal Mom 1 n k YAO It is A t2vc v: 121 A (2110 V 1 11 A (VIA Vt Twnhw ummm"', Eywrided peauxav sunn, M"�' 08'4,' 66 as 47 6H H"" OW nn"M mu a "am 1 ,,, A r rr OL W nnnncuw& 16 f2m) VAQ 'a Pon varl 0 WO VW VNIM VW',",` AW mW nackQed oww" 0 lows I no, WiMURMS 0 iv"'�p ""z "i 0 A @An V Q161 9150 .Ac WQtWM'a" emnaml, QZC A Q704 No MOHAWK DANA ww� 4 Mmy KwMN& no —on, "T"PM Ww"NQ nm"wy�-'l 1 now."MI; masn", Olt% At Inn O&'AMWrVM Was sw� ."Wmea "d mpme"Y W No we M we K 621OW! WIMMOR&A FM W -S C31= I WESADOOn Cons B, Wo NEC 10 17 xWOO 6YOW and W i TO 15 Ruip 64018 RaNd ShyloiDwn of PV SyMenn, Nr W,,\ ow W aquJuMm, when mmaWd wradmq mw~=4 mWw"Mms', p , No MAU PIAN, WT NO, VW Owmn,ohn no Swao" 66—wLw t tMax" eap un n,,, usys -usa �Idftn f-'d U, ke"." Aolam' k' t Co ON, r."m Nmt 0 W, nl� �oo -l"ot"-' oi - W"Qn— !on V— a—Aph M"Oly n, b tazMy"' t""c I gP. 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 MAMI c7i mmiss &Td Wsm 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