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Home My WebLink About23-5733City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-005 Phone: (813) 780-0020 ET!TP Fax: (813) 780-0021 Issue Date: 0 Permi : Electric Service ReplacemenWisc 1010", 'n—a 8007 Wheat Stone Drive Name: DE lacement/M Contractor: MOMENTUM NONNEMAKER NONNEMAKER Class of Work: Add/Alter Residential SOLAR -ELECTRICIAN Address: §WhAdtive Building Valuation: $1 .00 ZEPHYRHILLS, FLORIDA 33540 Electrical Valuation: $10,245.55 Phone: (321) 247-6073 Mechanical Valuation: Plumbing Valuation: Total Valuation: $10,246.55 Total Fees: $91.23 Amount Paid: $91.23 Date Paid: 2/28/2023 2:02:29PM Electrical Permit Fee entities such as water management, state agencies or deral agencies. i U'arninq to owner: Your failure to rec ♦rd a I nfira InIf ern racidf• -f improvements to your property. If you Intend to obtain financing, consult with your lender or an attorney M-MUWfIUompany Application. All work 0all be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE -- ------- -- __ PEF IT OFFICE Z 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 2/17/2023 IPhone Contact for Permitting 321 247 - 6073 a99atft to as Owner's Name Debra Nonnemaker Owner Phone Number (321) 247-6073 I Owner's Address 80=07 WHEAT STONE=DRI=VEZEPHYRHILLS, FL 3=3540 Owner Phone Number Fee Simple Titleholder Name NIA Owner Phone Number Fee Simple Titleholder Address I N/A JOB ADDRESS 8007 WHEAT STONE DRIVE, ZEPHYRHILLS, FL 33540 LOT # SUBDIVISION ZEPHYR LAKES SUBDIVISION I PARCEL 10# 26-25-21-0140-00300-0020 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED 7-1 NEW CONSTR r--] ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK E:] FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE= HEIGHT =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING 1$ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY Momentum Solar SIGNATURE Cameron =Christensen REGISTERED /N F E CURREN Y/N Address 621 Yoffner Ave Ste 100 Orlando FL 32822 License If ELECTRICIAN COMPANY Momentum Solar SIGNATURE w Franz REGISTERED IN FEE CURREN Y/N Address 610 Hoffner Ave St. 100 Orlando FL 32822 License # PLUMBER COMPANY SIGNATURE [=== REGISTERED L_y LN _J FEE CURREN Y/N Address License # MECHANICAL COMPANY E SIGNATURE E=== REGISTERED �I:EE URRENY / N� Address License # OTHER COMPANY E� SIGNATURE REGISTEREDFEE .URI�IE.Y 1 N�� Address License #E=:=== RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Ston-nwater Plans w/ Sift Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Sift Fence installed, Sanitary Facilities & I dumpster. Site Work Permit for all now projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans, ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized It 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) Rerools if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways. needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law- -Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'SIOWNER'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, Weiland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways, Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone 'W unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall, If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JURAT (F. OWNER OR AGENT &V-2, A by 0 1 are l-1,C personally known to me or has ave produced 71"Vz71-1-M7 as identification. A A 11 N Ik Notary Public C �bmission No.' Name of �N.taryed, printed or 4sarmnOe4d Notary Public State of Florida Elizabeth Brannack My Commission AmHH 214785 EXP, 1/24/2026 Subscribed and sworn td-(or affirmed) before me this _2L1712Q23_bY Who is/are pars natl known t me or has/have produced as identification, Notary Public Co mission No. I 4-ame of1 41 rRilEl y typed, I,rinte or stamped Notary Public State of Florida Elizabeth Brannack AYH'H 21478ommiss5ion ' IIN EXP 1/24/2026 "t �**STVRNN PIQUAred b)4 N UMS6LA0/:.nKP� JOHN$ RD SVITE 1305 -------- :P:A, _FL Return to: MOMENTV' 16711 JOHNS RD SURis E TAMrA-rrM34 NOTICE OF COMMENCEMENT State of Florida, County of 4?a5c C) The undersigned hereby *gives notice . tlia t improvement will be made to certain real property, and in accordance :With Chapter 713, Florida Statutes. the following informat . ion Is'provided in this Notice 61 Commencement. 1. Description of property (legal description of the property, and slive I t address if available) 7e 5g—oiv;�-t d PA glwgmrnlg�� Interest In Property Owner Name and address of fee simple titleholder (if different from Owner listed above) Name 4, Contractor Name MOMENTUM SOLAR Telephone Number 321-247-6073 Address 5. Surety (if applicable, a copy of the payment bond is attached) Name NIA Telephone Number--------- ,Address____ Amount of Bond 6. Lender Name -.Telephone Number.--_---. 7. Persons within the State of Florida clesignatea 0 be served as provided by §713.13(1)(a)7, Florida Name NIA upon whom notices or Telephone may i --whOrs 0 Ow4rdesignate the following to receive a copy of the Lienor's 6W s In additfo—n foil iiff ir 0 •n Notice as provided In §713.13(l)(b), Florida Statutes. Numbe Address— �9. Expiration jete `ofn�tice or commencement (the expira Ion date Will be 1,year from the, date of recording Unless a different date Is speced) WARNING TO OWNER: ANY PAYME . NTS MADE OY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7.13. PART.J.. SECTION 713.113, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING *ICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE hEcdRDE r D ANt I ) P I OS . T . E DON . THt joo Brit BEFORE THE FIRST INSPECTION. IF YOU INTEND TO 013tAlk FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOR EY I OEFOR 1 9 1 Colt MENCfNG WO I RK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Own& Signature of Owner or Lessee. of Owner's or Lessee's Authorized ofrrAr/DirectoilP,arf,ner/Monager Sigpatorys Tille"Office The foregoing Instrument was acknowledged before me by means of ()4 physical resenceorf priline notarization, this X:day crf.-'A--L2"2 .3OY month/year name of person as Owner for Type of authority: owner,officer, trustee, attorney in foci Name of party on behalf of whom instrument was executed Signs ureofNos Publfc -State of Florida Print, type of Notary Public PersonCilly Known OR Produced ID X Driviar's Licem�e Type of ID Produced- --- Form content revised' 01/01/20 E3 Notary Public State of Florida Lisa Ann Knote Commission MN 351297 A, = k4y Expires 0110/2027 State of Florida, County Of Pasco This is to certify that the foregoing is a true and correct copy of the document on file Or Of public, record in this Office. Witness my hand and official seal this day Nikki Alvarez-Sowles, Esq., Clerk & Comptroller Pa Florida By:!:,::�, Deputy Clerk DocuSign Envelope ID: 5293397C-769E-454F-A903-344009657F26 THIS IS A COPY The Authoritative Copy of this record is held at na1docusign,nel momentum SOLAR SOLAR ELECTRIC INSTALLATION CONTRACT Debra Nonnernaker Customer Name 8007 Wheat Stone ®rive Zephyrhiiis, FL 33540 Service Address City, State, Zip 18638538586 drnbunkyO5@yahoo.com Phone Email Address Duke Energy Florida (prey. Progress Energy Florida) 111111 1 Electric Utility Company "M "N' Hanwha Q CELLS Enphase Energy 2.555 kW Q.PEAK DUO BLK-GIO+ 365 IQ8PLUS-72-2-US System Size* Solar Module MakelType Inverter Make/Type . . . . . . . . . . . 2 Battery Count Battery MakefTyl: od, MQ\, Y o u r1lb, a e due as indicated below. The "Total Amount nts, will bd yrn oniftne amount we clifte for the PV System (as defined below) and rjju#'nj include finance charges. You sho lender. The terms of any,, n g MI b TOTAL AMOUNT PAYABLE TO MOMENTUM SOLAR: $10,245.55 Optional Down Payment: $0.00 Upfront Rebate (if applicable): $0.00 Total Loan Amount: $10,245.55 Document.24 FL Page 1 of 10 0 (411,11 Wit 0- - VITAYTo TWIFIMMII-ftVA w rim .0 Mo DocuSign Envelope ID: 5293397C-769E-454F-A903-344009657F26 THIS RS A COPY The Authoritafive Copy of this record is, held at naIdocusign,net 4� momentum SOLAR will complete the work within thirty (30) days after we begin. This is our best estimate and is subject to change according to various factors outside of our control. We are not responsible for delays resulting from any Force Majeure Event (as defined below). .......... Inspection of System ' : You agree to allow us, our designees, and any state or local governmental authority or utility company to inspect the PV System at the service address. Document.24 FL Page 3 of 10 DocuSign Envelope ID: 5293397C-769E-454F-A903-344009657F26 THIS IS A COPY The Authoritafive Copy of this record is held atnaZdorusign,nel momentum SOLAR reimburse us in full for the cost of materials, labor, and services provided up to the date and time of cancellation. IN I IN W 11 Loll W&O1011pill 101MMAMIM 15—M01*0011111 fel" ME. TIT 00 0- 0 A 0 0 0 1w M— w w I 11111117lw 01 N rA 10! ON I Document.24 FL Page 4 of 10 DoruSign Envelope ID: 5293397C-769E-454F-A903-344009657F26 THIS IS A COPY The Authoritative Copy of this record is hold at naIdocusign.nel momentum SOLAR CONSEQUENTIAL OR PUNITIVE DAMAGES EXCEPT TO THE EXTENT SUCH DAMAGES ARE CAUSED BY OUR GROSS NEGLIGENCE OR WILLFUL MISCONDUCT. Binding Nature: This agreement shall bind and inure to the benefit of the respective heirs, person representatives, successors, and permitted assigns of each party. i IMUM ZrAns 16:: 1 11 # 11L 1141WO] Severabilily: The invalidity or unenforceability of any provision of valiai or enforceability of any other provisions of this agreement, effect. I Document.24 FL Page 5 of 10 THIS IS A COPY The Arithoritfive Copy of this record is heid at naldocusigram el momentuJ Class Action Waiver: ARBITRATION MUST BE ON AN INDIVIDUAL BASIS. AS A RESULT, NEITHEit� 70—U NOR MOMENTUM MAY JOIN OR CONSOLIDATE CLAIMS IN ARBITRATION BY OR AGAINST OTHER "CUSTOMERS", OR LITIGATE IN COURT OR ARBITRATE ANY CLAIMS AS A REPRESENTATIVE OR MEMBER OF A CLASS OR IN A PRIVATE ATTORNEY GENERAL CAPACITY. By initialing here, you agree to the terms of this paragraph: I)s Customer lnitials:[V� # A -sell Document.24 FL Page 6 of 10 UNMMMM�� THIS IS A COPY The Authoritative Copy of thm record is hold at na2,docusignmei momentum SOLAR w I w IAIMW You, the buyer, may cancel this transaction at any time Prior to midnight of the third business day after the date of this transaction. See the attiched �otice of cancellation form for explanation of this right. FDocuSigned by: VZ,x 02/09/23 Date "M19, k \' Jffi� '!M A IN hk 1' 41, . .. ... .. . . \'M� Nmv �'m W- NUMMOMMOM 9MMUM Document.24 FL Page 7 of 10 DocuSign Envelope ID: 5293397C-769E-454F-A903-344009657F26 THIS IS A COPY The Authoritative Copy of this record is held at naIdocusign.nel momentum SOLAR Notice of Cancellation You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. If you cancel, you must make available to the seller at your residence, in substantially as when received, any goods delivered to you under this contract or sale, or you may, comply with the instructions of the seller regarding the return shipment of theg',q,,M10 at expense and risk. 00"YASY.1101 zp # Docurnent.24 FL Page 8 of 10 DocuSign Envelope ID: 5293397C-769E-454F-A903-344009657F26 THIS 15; A COPY The Authoritative Copy of this record is held at naZdocusiqn,nel momentum SOLAR Notice of Cancellation You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. If you cancel, any property traded in, any payments made by you under the contract or sale, and any negotiable instrument executed by you will be returned within TEN BUSINESS DAYS following recei 11 by the seller of your cancellation notice, and any security interest arising out of the transaction will b cancelled. I comply w n ons Of Me seller rega MI. expense and risk. EM Document.24 FL Page 9 of 10 DocuSign Envelope ID: 5293397C-769E-454F-A903-344009657F26 THIS IS A COPY The Authoritative Copy of this record is held at naZdocusign,nel momentum SOLAR Attachment I Mandatory Liability Insurance Obligation The Florida Public Service Commission, pursuant to Section 120.54, Florida Statutes, has adopted Rule 25-6.065, Florida Administrative Code, relating to interconnection and net metering of customer -owned renewable generation. Section (5)(e) requires that the owner of a Tier 2 renewable generation system have general liability insurance for personal and property damage of $1 million. A Tier 2 renewable generation system is one that is 11.76 kW (dc) or 10.0 kW(ac) or larger. Your local utility has interpreted this to mean that, in order to interconnect your solar generation system the local utility grid (and for it to function and provide you with the electricity it generates), you will halo pry tde proof g l; that you have $1 million of general liability insurance as part of the application for interroiw0,12, oo, ion ith their system. By initialing here, you acknowledge that you understand the terms of tk�*\41A i*agraph`*,,,,,,i I e iniWatic M if you fail to provide and maintain proof of this insurance: Ab 4& a X, "wg g, IR k, k 011" 40 j Alternatively, an owner of a Tier 2 renewable gener, "ion systemS f insur his $1 million if it can A suffice fj an demonstrate to the utility that the owner has f fici in vial me Wcover a potential $1 million obligation. As part of the interconnection process, yout9$- ji ity will let you what information it needs from you to make this determination and the timefiao,,,,,,fbr'\ ermination. Failure to provide proof of suchij,""' ranc r to obt#I'l, from the interconnecting utility to allow you to p c@ \k�,pproval f self -insure will result in adenialgi onnect your system or, if interconnected, the termination quest to ini of such interconnectA*,94",,,,I�",\"\,�"\W-, tWiterconnection, your system will not operate, you will not be able to ""zll" offset any electrici" "nsed hi r,k, mme and you will not be able to obtain any benefits of net metering any extra ener ourstem proAcea By in r cknook"hedge that you understand the terms of this paragraph and the implications g", if youil t r vi e proof of insurance or the local utility's approval to self -insure instead of provingthis in , n DS Customer lnitials:[V— Document.24 FL Page 10 of 10 M 0 It # ina Makar Engineer -PE Pro Custom Solar LLC 732-902-6224 3096B Hamilton Blvd February 16, 2023 South Plainfield, NJ 07080 Re: Proposed Photovoltaic Solar Panel Installation Debra Nonnemaker 8007 WHEAT STONE DRIVE ZEPHYRHILLS, FL 33540 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 Architecti.Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof framing is constructed of 2"x4" wood trusses @24" o.c. spanning 13'4" with a top chord length of 14'3" with intermediate supports at 1/2 points, making the effective longest span equals 7' with 1/2" plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf. overall to the roof. The existing structure is sufficient to support the new loads associated with the additional weight & wind resistance. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof Type: Shingle Fastener Max Spacing (in.) Attachment System: "ROOFTECH"t "RT MINI 11" & "Ecol'asten" Click HIS Attachement Systems Wind Zone I Wind Zone 2 Wind Zone 3 Fastener Info: min. 5/16" x 4" long stainless -steel lags with a min. 48 3 232 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 earliest Mina Makar, P.E. FL. Lic. No. PE86753 -Mina Makar ' Engineer -PE Pro Custom Solar LLC 732-902-6224 3096B Hamilton Blvd February 16, 2023 South Plainfield, NJ 07080 Gravitv Load Calculation Criteria Structural Design Loads per ASCE 7-16 Dead Loads = 10 psf + 2.6 psf (new solar panels) = 12.6 psf Roof Live Load = 20 psf Ground Snow Load/Live Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-16, Equation 29.4-7 Using an effective wind area of 10 SF, external pressure coefficient from Figure 3 0.3 -A-1 Zone I = -54.4 psf Roof Slope = 21 degrees Roof Mean Height = 15 ft Zone 2 = -70.7 psf Basic Wind Speed = 140 mph Zone 3 = -8 1. 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)^2 / 144 = 16 SF Zone 2 = 3" o.c. max Zone 2 = (Y o.c. max)^2 / 144 = 0.06 SF Zone 3 = 232" o.c, max Zone 3 = (232" o.c. max)/12 / 144 = 37178 SF Lag Screw Forces: Zone I = 30 psf x 16 SF = 480 lb < W', OK Zone 2 = 39.8 psf x 0.06 SF = 2 lb < W', OK Zone 3 = 46.4 psW M�GN T3VG SCREW!!! W = 266lb/in (Table 12.2A, 2015 NDS) Cd = 1.6 (Table 2.3.2, 2015 NDS) Ct = I (Table 2.3.3, 2015 NDS) W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in. xL6 x I = 1276.8 lb powered by ANTUM" duality Controlled PV T&Rheinlanad www,eivx0rin, ID 1111232615 R Im I a 6 NFOST TOP I)MAND PV POPULAR PRO Of 2021 Ira Warranty 0 CELLS BREAKING THE 20% EFFICIENCY BARRIER Q,ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9%. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new "Quality Controlled PV" of the independent certification institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY CYOptimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology', Hot -Spot Protect and Traceable Quality Tra.QTm- EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400Pa) and wind loads (40001pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2, APT test conditions according to IEC /TS 62804-12015, method A (-1500 V. 96 h) 'See data sheet on rear for further information. THE IDEAL SOLUTION FOR: 69 Rooftop arrays on residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION o'Mai 1717mm x 1045 mm x 32min (including frame) .-..... _ ---- 1 =`el9f' 1 19 9kg ern< C o V o3 2mm thermally pr©-stressed glass with _-------._ ou- asan,m aees�.,a, t - a anti -reflection technology `7 :,c k'-, vn' Composite film zvso rv,R, rule Black anodised aluminium P.! 6x20monocrystallineQANTUMsolar half cells ioaamm u,%icho'l box 53 101mm x 32-60mm x15-18 rem Protection class IP67, with bypass diodes i trse .,tbie 4 mmz Solar cable, (+) z1150mm, (-) a1150mm 4. M,wrvt rig able �� -, onne of Staubli MC4, IP68 IDETAILF) Byprdnnpe Mke oernan it ammo zz-ssmmT {-�Se smm --� �-- az� ELECTRICAL CHARA TEISTI S POWER CLASS ..MINI 360 355 360 365 370 N NI PER t-C` RNPI aNCE AT S TANDARD TEST COND, ITiOiNS C ,.., , POWEIc TO,..-it`;;LCE . b1 f, 0Lai. rcr-e.atNA P `, Por, tWj 350 355 360 365 370 br-t C�.r-rf.w w Ism [A) _ .. _.- 10,97 11.00 .. _--_-- 1104 11,07 11.10 �� .. __..-.__ .._ opwt C.!raa'dt vojtaae= _ _,._. _. V,tc IV] -_- ._ ._ �._.. .......__ 41.11 41.14 . 41.18 41,21 41.24 Cu r ron t ,, I M, r,r' IM,,P IA) 1037 1043 10,49 10,56 1.0,62 �`rnrcn,fi,;aisff,.'F' VMPP [V] 3376 34,03 34.31 34,58 34,84 1%] >_195 s19.8 2i20.1 _.. >203 M ?.20.6 NtINIReU' PERFC)RIN,,t1Cut Aa;;RNAA,.,t PEA1?1N,., NDIT'fi,N,. NI 0IF t owe, .Pt r0pio ......................._._-_..._.._. P, IW] ._�.__. _......,.-... ------------- 262.6 266.3 .,...,......... 270.1 273.8 277.6 Star, C rc , t.. Cum em .. Is, [A] ._... ___-. 8,84 8.87 _ ,_ _ 8.89 8.92 _ .... 8.95 tloe n C"rcuw a ,,,- ge -� _- . V„r- IV] _ 1__._.....- ....._-- 38.77 38.80 ,-. .._._.. _. 38.83 38.86 . 38.90 __...._ c n ant at NIP M: P [AJ _... ------ 814 8.20 8 26 8.31 FIX_.. Voltage t,.; pf, _-..r.. Vn IV] . _ .. 32,24 32,48 32,71 32,94 33,17 -------- !Measurement tolerances - ri, ±3 %; Is„Vcc+5 /o at STC-1000 W/mc, 25 _2 C, AM ISaccording to IEC 60904-3 • r800 W/mz, NMOT, spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE �P At least 8& % of nominal power our- ,7 sso r__T_ ing first year. Thereafter max 0.5% r .a ------ ------- --- degradation per year, At least 93-5% '>.ao of nominal power up to 10 years. At least 86 % of nominal power up to v_ _______ 25 years i All data within measurement toler- ances. Full warranties in accordance with the warranty terms of the zaa 9PQ BOD a06 1000 as Q CELLS sales organisation of your i` nnnw-xc e ivv ro xp respective country. "r"qs Typical module performance under low Irradiance conditions in « . w comparison to STC conditions (25 °C, 1000 W/m,). ..m ... ..__._ ....-�___.. _._._.,._ __..... TEMPERATURE COEFFICIENTS _._... _-.....�-.. ..-...._..... _.._..._ _.,.., „.___ .. . .............. .___-_ -�. _......- _,.._..... ----- -___......._._. er,cr,atur _...>sfr.c_€c,,,tof,,-, a I%/K) +0.04Tern po,,mwreCoer,c- n,or,... ($ [%/K] -027 wnpor�nl , e' Co #_c.;..m of y [%/K]. 0.34 Nom ,rvc Module, Ope,nting Trii, erNure NMOT (°C) 43±3 PROPERTIES FOR SYSTEM DESIGN -..... ...., ._ ._.._ ............... IAaX4"-' f' Svs'tom . olUlaif m..mm.. ... _...._.a.. 1,rs„ [V) 1000 -. ----------- DV . =1.li: , ...�_ ........_- _.....-__...,. Class II .?t,t.;,.,tvn, Reve,se, Gr. ,on, _..____. ............... tAj ,..,....-.. 20� re ,a- rq o,,.,seo i.i, A Vf,, (.Jim 6.730 _.�. C/TYPE 2 ,...__ _.. ..-..-..., _.....,-. R-rax, nr- cv, i,,z,d- n,,t,=Puil �..... .............._.......m. [Raj 3600/2660 - `tod tt-.,a�, .ex., 6•"_n„xte .w. _- . -40 C-+85°C Fi}u. sti-v..c.,t sti Pa] 5400f4000 r , a uo , r _=-,tty QUALIFICATIONS AND CERTIFICATES Quality Controlled PV - TGV Rheinland; IEC 61215:2016; IEC 61730,2016. TMs ems Sheet cor,piies with DIN EN 50380. riivnnmo QCPV Crmfi wets ongoing. _ IP t�tt,21011) 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 Wanwha Q CELLS GmbH Sonnenaliee 17-21. 06766 Bitterfeld-iNoKen, Germany I TEL+49 (0)3494 66 99-234441 FAX +49 (0)3494 66 99-230001 EMAIL sales@q-ceiis.com I WED www.q-cells-com Engineered in Germany COX L L S ENPHASE. 0 P ikTo 0#0 ON* Ago P a I MWAV is our proprietary application -specific integrated circuit (ASIC) which enables the 55nm technology with high speed digital logic and has super -fast response times energy systems. Part of the Enphase Energy System, IQ8 Series 108 Series Microinverters redefine reliability Microinverters integrate with the Enphase IQ Battery, standards with more than one million cumulative Enphase IQ Gateway, and the Enphase App, monitoring hours of power -on testing, enabling an industry - and analysis software. leading limited warranty of up to 25 years. Connect PV modules quickly and easily to 108 Series 108 Series Microinverters are UL Listed as Microinverters using the included Q-DCC-2 adapter PV Rapid Shut Down Equipment and conform with cable with plug-n-play MC4 connectors. various regulations, when installed according to manufacturer's Instructions. 0 2022 Enphase Energy. All rights reserved. Enphase, the Enphase logo, 108 Microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. Easy to install plug-n-play connectors Power Line Communication (PLC) between components —Fa3tzi-lh-r3tr&t4 * n-A%1i4,wq 1,o two -wire cabling High productivity and reliability Produce power even when the grid is down* htira tK.,i,,#6e milli*rn cY,,AYl,?tiYe, hours of testing Class 11 double -Insulated enclosure powered PV modules Microgrid-forming Complies with the latest advanced grid support" range of grid profiles Meets CA Rule 21 (UL 1741-SA) requirements Only when installed with 10 System Controller 2, meets UL 1741.110811 operates only In grid -tied mode. 108 Series Microinverters supports split phase, 240V 108H-208 supports split phase, 208V only. Commonly used module palrings2 w 235-350 235-440 260-460 295-500 320-540+ 295-500- Module compatibility 60-cell/120 half -cell 60-cell/120 half -cell, 66-cell/132 half -cell and 72-cell/144 half -cell IVIPPT voltage range V 27-37 29-45 33-45 36-45 38-45 38-45 Operating range v 25-48 25-58 Min/max start voltage v 30/48 30/58 Max input DC voltage v 50 60 Max DC current' [module Isc) A 15 Overvoltage class DC port 11 DC port backfeed current mA 0 PV array configuration - -- 1x1 Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit ---- - --------- Peak output power VA 245 300 330 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal (L-L) voltage/range 4 v 240 211- 264 208 /183 - 250 Max continuous output current A 1.0 1.21 1.35 1.45 L58 1.73 Nominal frequency Hz 60 Extended frequency range Hz 50-68 AC short circuit fault current over 2 4.4 3 cycles Arms Max units per 20 A (L-L) branch circuits 16 13 11 11 10 9 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid -tied power factor (adjustable) 0.85 leading - 0.85 lagging Peak efficiency % 97.5 97.6 97.6 97.6 97,6 97.4 CEC weighted efficiency % 97 97 97 97.5 97 97 Night-time power consumption mw 60 Ambient temperature range -400C to -600C (-40°F to +140°F) Relative humidity range 4% to 100% (condensing) DC Connector type MC4 Dimensions (HxWxD) 212 mm (8 Y) x 175 mm (6,91 x 30.2 mm 0.21 Weight 1.08 kg (2-38 lbs) Cooling Natural convection - no fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class 11 double -insulated, corrosion resistant polymeric enclosure Environ. category / UV exposure rating NEMA Type 6 / outdoor CA Rule 21 (UL 1741-SA), UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according to manufacturer's instructions. (1) The IQBH-208 variant will be operating In grid -tied mode only at 208V AC, (2) No enforced DC/AC ratio. See the compatibility calculator at https://Iink.enphase.com/module-compatibility (3) Maximum continuous Input DC current is 10.6A (4) Nominal voltage range can be extended beyond nominal if required by the utility. (5) Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. IQ8SE-DS-0001-01-EN-US-2022-03-17 Emnphase IQ Combiner 3 (X-1Q-AM1-240-3) LISTED To learn more about Enishase offerings, visit enphase,com T e Enphase IQ Combiner 3" with Enphase IQ Er voy" consolidates equiprnent into a sing�e erlclosure and slUeamlines PV and slorage instaHations by oicmding in consistent, pre-wred solution for a,,,.)P11cat,cns, it affers up, to four "i BR senes 2--LmIe in ut circuOts and F-ator, bLfsbalr assembly. Smart Includes IQ Envoy for communication and control Flexible networking supports Wi-Fi, Ethernet, or cellular Optional AC receptacle available for PLC bridge Provides production metering and optional consumption monitoring =1 - Reduced size from previous combiner Centered mounting brackets support single stud mounting Supports back and side conduit entry w P t6-fe i, r--&, 1) "k-G plug-in breakers (not included) 80 A total PV or storage branch circuits Durable NRTL-certified NEMA type 3R enclosure Five-year warranty UL listed ENPHASE %'.00 Enphase IQ Combiner 3 1 MODEL NUMBER IQ Combjner3 it. -1Q-AV11-240-33 M (,,rmbiner 11owth E.npilase 'IQ Envoy " ot inoo.,, cIrouit board for inlegra-zed revenue grace PV prodi,xtion metering (ANSI C 12.20 0,5%,) and toptional* consumption rnontloring (+/-21,5%), ACCESSORIES and REPLACEMENT PARTS Enphitise Mobile GconnecI" " , L ,E1 LMODEM-03 (4G J 12-year data pian) PlUg arid play industrial grade cellular mocern MM data pan for Systems up to SO CELLMODEN41-01 ("G 5-yeal data Plan) microinvef"ers (AvaflaWE m the US, Canada, Mexico, Pue,to Rico, and theUS Virgin Irilands, G )DFM-,M1 ( 4 G, toatwd �-TE M ! 5 oi,,,i-vear ta pliont oo her-, there is wrie, mg, (I re m I ti lar service, in the installation area -FLI..K4,1 T CT-200-SPLIT onalake whole hi), Circuit B.reakefro Supports Eaton, BR21,0, BR,21b, BR2210, BR230, BR240, BR250. and EBR,260, cKou'll breakers BRK-13A 2-240 Crcuil breaker, 2 toodis, 10A, Eaton BR210 RRK-1 jA-2-1140 Circuit breakc,,r, 2 pole,, 15A, Eaton BR215 BRK-20A-V-240 Circuit breirker, 2 pole,-, 20A, 'Eaton BR220 E P Li,, - Cif Pi'mer Ime car(ie, (=Tirrtunlro,�,,atlon bridge pair), auentitv 2 XA PLUG-120 'i Drop Cerrierin IQ Cornhiner3 (no-juired for EPt,C-01) XA ENV-PCBA 3 Reelacrorient IQ Erivi)v prinrea. c.ifcuat board (P'B) for Comblm 3 ELECTRICAL SPECIFICATIONS Rating Continuous duty Sv'tem Voltage 12U/240 VA0 Hz E a I c, li B R S Er I eS f) U q bt € i -g 12oi A Max, confinUOU,1, current rit*,ing (output to gr4j) 65A Max fijselircuit rising (mApul) go A Briii-lohicif cints tsoar and/or stovag) Lip to f,)tjr 2-poie Eaton BR se .,.a Distributed Generation (DC-11, bltiake,,rs only (riot inctude-ol Nlrix, orentinuous Gunent roilIng di"Pul from Pv) to 4 A 1,,/ax, ooa' branch, cirCLIvi breakey rating, (inouto 80A of&s-U rbulec qene,ation,t 90A with K) tcrl,,ov Weaker InClUojed P-1--odixtion Nieterma, CT *2,00 A scilid oc,,re, pre -installed anc, irvired to Q Envoy MECHANICAL DATA Dimensions (`fc`xHoiL)) 49,5 x 37 5 or 16.8 c.rn (19.5"x 14,71x 6,63�, Height 1,, 21,06 53 5 cm with mountinq brackets, vc`eiam U k q (16 5 h s I Arnlrie.nt ien-iiieratwe ran le -4V 0, to 146,, C to 1151 r, Mlo;i,ro-, bias 'Wral convect, -on, ,ilus he,,al shielc Friclosure envirorornentad rating rdfuld, NEK,1A type 3R, DOlyciorbonia, orstr (),jwoor, NRTI_-Cp uction iVire, S;Zes '21 A lc� `0 A brooker riputs: 14 to, 4 AiNG, copper conducti-irs 60 A toreaker hranch infoit: 4 to !/,) AVo`G coppec condUCtorS Marn lugcl-,mnihined ()Utt,,,ut 110 to 210 Av`VG capper coriductors cleuhaliondground: Always frifloo, .Mc a;r-,nde retoi,flrements rot coroductor "oIntude Fn 00 mf;,rlers (6,561" feel,) INTERNET CONNECTiON OPTIONS ,ntoqjiatuad Vill-F, 802 Ilb/a,,'n F,tharnez -1c C Ontional, 8012 3, CaTSE(oo-Cat W! UTP Eld .rnet able (rootinckrekodi CeRilar 01W'oroail, CELLIMOUFM-01 (3G'l or CELLMODEM-013 (4G) or CELLMODEM-Mll (4G baseo LTE-Ml riot mc(uded) COMPLIANCE rohancr.,, Cotrtbinei JL 1 W CAN/CSA C22 2 Nc, 1071 4'7 OFIR, Pa, t 1,5, Giass Pi oduction, met erinri ANSI C" 2, 20 accuracy class, 0-5 IPv procuction) Comp,hance, It) Envr�, 0 6 01 JL 6, /CANCSA, 22n. No 610 1 Consurnrrtmn tuorilt-,Kurg s -ecro;reo for Fliphase Stroage Swiifrns "To learn rnore iibloLlt Enphase offerings, visit enphase.com -'� ENPHASE opi 2018 Enphn;e Energy, All =fights reserved. All trademarks or brands in 0, s document are na; stored Ley ,he ii respective owner e — 20'3-09 13 %.00 FLORIDA BUILDING CODE COMPLIANCE Questions often arise in the solar industry as to the requirements for installing solar mounting systems in Dade and Broward counties and throughout the rest of the Florida. Outlined below are the four requirements to comply with the 2020 Florida Building Code. The first three requirements are necessary for solar racking systems, while the fourth is specific to solar roof attachments. The fifth item, Florida -specific testing, is optional for installation. 1 - UL CERTIFICATIONS Racking UL 2703 (Supplied by EcoFasten) 2 - MODULE LOAD RATING 1? 7 3 - RACKING STRUCTURAL CAPACITY Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 4 - ROOF ATTACHMENTS k 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) S - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS Florida Product Approval Miami Dade NOA 0, Water Seal Testing: TAS100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA) EcoFasten, For InstatLers By Instatters, EcoFasten I Page 2 EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-10 and QB®1 as shown below. GF-1 GF-11 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an EcoFasten compression bracket, a watertight seal is created, maintaining the integrity of the roof. URI= o, ClickFit L-Foot Ca acit Reon07.29.2021 0, CIF-1 Installation Manual Florida 08.11.2021 v2.0 EcoFasten, For Instatters, By Instatters, EcoFasten I Page 3 slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can be installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. * 3017010 - QB-1 BASE AL * 3017011 - QB-1 POST AL MLL I ... POST AL MLL 6.5" * 3017013 - QB-1 FLASHING AL MLL 12X12" 0 3017014 - QB-1 FLASHING AL MLL 18X18" 0 3017015 - QB-1 EPDM COLLAR BLK US" _Qg-_l State oLForida Certiffiratio R.Letter 07.29.2021 'nt EcoFasten I Page 4 ECOFASTEN RACKING SYSTEM — FLORIDA COMPLIANT CLICKRT" ClickFit' 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 Ecol'asten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools. The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity. a ClickFit UL 2703 A MEqjv lr�� Ilqtion Manual Version 07.06,2021 v2.5 ClickFit UL 2703 Al2oroved Addendum 06.07.2021 v1,1 k Click it Master Letter Certi Ligation 04.15.2021 a 0 1 For Installers, By Installers. ARM GF®1 CUT SHEETS I N G G L V B L K8,X] ---------- ------- T-- I fLASHVNG -'-'-V MILL V mr --- ------ - - - ------- --- WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 4 4 QB-1 CUT SHEETS a Ou It KMR, �* ,,� (NCL. BASE - STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten. For Instatters, By Instatters. Ec.oFasten I Page 7 QB-1 CUT SHEETS STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 "!EcoFasten, For Instatters, By Installers, EcoFasten I Page 8 QB-1 CUT SHEETS WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 v", )� Eco Fasten, For Insta[Lers, By Instatters, EcoFasten I Page 9 CLICKFIT CUT SHEETS 6 CF UNIV L-FOOTMLL T , 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. EcoFasten. For Instatters, By Instatters, 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. ClickFitUL 27C7 roved Installation Manual Version 07.06.2021 v2.5 ClickFit U 27Ca ApprovedAddendurn 06.07.2021 v1.1 � ClickFit L-Foot Cavocitt, Deport 07.29,Z021 k ClickFit Master Letter Certi[ication 04.15.2021 o GF-1 Installation Manual Florida 08.11,2021 v2.O ClickFitUL441 Rain Ile -ortO3.172021 #11 A W.111, I LOU a ITIFTAW LIM k CF-1 Installation Manual Florida 08.11.2021 v2,0 2012021 - CF STD RAIL MLL AL 14FT Cut Sheet 2012022 - CF UNIV L-FOOT MLL 3" Cut Sheet 2012025 - CF STD RAIL AL MLL 171.5 " Cut Sheet 3012010 - GF-1 FLASHING GLV BLK 8x12" Cut Sheet 3012011 - GF-1 FLASHING GI. V MLL 8X12"' Cut Sheet 3017010 W-1 BASEAL Cut Shut 3017011 ?B-1 POSTAL MLL 4.5" Cut Sheet 3017012- W-1 POSTAL MLL 6.5" Cut Sheet 3017013 )B-1 FLASHING AL MLL 12X12" Cut Sheet 3017014 )B-1 FLASHING AL MLL 18X18„Cut Sheet 3017015 W-1 EPDM COLLAR BLK 1.25" Cut Sheet :L EcoFasten I Page 11 CONTACT ECOFASTEN aA BIRWRIM, EcoFasten I Page 12 m mlw�l RTSWTI�Olj 1.57 [40.0] Phoenix, AZ 85009 Subject: Engineering Certification for the State of Florida PZSE, Inc. — Structural Engineers has provided engineering and span tables for the EcoFasten - ClickFit System, as presented PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - ClickFit System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: I Building Codes: I. 2OlOFlorida Building Code, byFlorida Building Commission 2. ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, by American Society ofCivil Engineers 3. ZO1QInternational Building Code, byInternational Code Council, Inc. 4. 2O18International Residential Code, byInternational Code Council, Inc. 5. AC42D,Acceptance Criteria for Modular Framing Systems Used toSupport Photovoltaic (PV)Panels, November 1,2O12by|CC-ES 6. Aluminum Design Manual 2O1S, byThe Aluminum Association, Inc. 7. ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category || Seimm|cDesignCategory=A-E Exposure Category =B,C&'D DIGITALLY SIGNED Basic Wind Speed (u|t/nnmte) per ASCE716=9Omph to10O mph V0V Ground Snow Load =Oto60(psf) This letter certifies that the loading criteria and design basis for the EcoFasten-C||ckFitSystem Span Tables are |ncompliance with the above codes. Ifyou have any questions nnthe above �\ THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL Prepared by: PZ5E,Inc, —Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE LVERIFIED ON ANY ELECTRONIC COPIES, l478Stone Point Drive, Suite l9D. Roseville, CA956&l 7 916.961.3960 91&961.3965 Y* vvv^w.pze.00rn 007MEROMMI EcoFasten Solar LLC M" "111�7-1101JJIQ-8441114cmt Phoenix, AZ 85009 TEL: (877) 859-3947 Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed Ecol'asten Solar LLC ClickFit System. All information, data, an4 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 5. Aluminum Design Manual 2015, by The Aluminum Association, Inc. Design Criteria: Ground Snow Load = 0 - 60 (psf) Basic Wind Speed = 90 - 180 (mph) Roof Mean Height = 0 - 30 (ft) Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 0 - 600 (degrees) Exposure Category = B, C & D Rail: The evaluation of the ClickFit System Rail p/n 2012021 (450124, REV X03), made with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksi. Cantilever: Maximum cantilever length is L/3, where "L" is the span noted in the Span Tables, provided at least 1 module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 9163613960 916.961.3965 www.pzse,corn FLil � tNr(NtCrM Clearance: 2" to 10 clear from the top of the roof to the top of the PV panel. Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for installation. PV Module Size: 60-Cell PV Panel max dimension is 68.5". 72-Cell PV Panel max dimension is 80.4'. Installation Orientation: Landscape (L) - PV Panel long dimension is parallel to the ridge/eave line of thE roof, and the PV panel is mounted on the short side. Portrait (P) - PV Panel short dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the long side. =N0 to =I- OAh ------ / 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916361.3960 916361,3965 www,pzse,com Roof Zones —Enclosed and Partially Enclosed Gable and Hip Roofs, 70< 11600: The Edge Zone, "a," shall be determined using figure 30.3-213 to figure 30.3-2D of ASCE 7-16, for Gable roofs, The Edge Zone, "a," shall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs. Interior Zone I span shall be the minimum of 1 and 1' (See ClickFit System Rail Span Chart). Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClickFit System Rail Span Chart). See Figure 2. CORNER ZONE SEE DETAIL 1`6f� MOUNT LOCATION INTERIOR ZONE RIDGE EDGE ZONE CORNER ZONE 50" z SEE DETAIL F60 r , I LOCATION iY 5 GABLE EDGE ZONE HATCHED AREA INTERIOR ZONE INDICATES "a' DISTANCE 0 OR MINIMUM OF T-O' Panel with Support Mounts in Multiple Roof Zones: all the mounts supporting the module. "a" OR 3'-V'MIN INTERIOR ZONE C1) WALL \— EDGE OF ROOF IM 3)CORNER ZONE tEE DETAIL FOR MOUNT LOCATION 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 "ll to apply "Array Edge" spans that apply to an array layout. See figure 3. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 91&9613960 916,961.3965 www.pzse,COM 3 of 31 struc ral ENGINMS MaNIMAM Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. 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: Evaluate whether these tables apply to the project, and This letter certifies that the Ecol'asten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. Th array; including, but not limited to strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the roof. Structures will require additional knowledge of the building and are outside the scope of the certification of this racking system. Prepared by: PZSE, Inc, — Structural Engineers Roseville 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 WWW'Pzse.corn 4 of 31 Table of Contents Item,..,..........,..,..........,.-.,.....,....~.,...,.....^.'.,.-^^^^^^'`~^^^^^^~^^~```^^`~'`'^^`^^^'`^^`````^~^^'^`^^^^~^'^`^^~^`^Page # Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60-Cell Modules - Portrait ................................... 6 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 72-Cell Modules - Portrait ......................... 14 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60-Cell & 72-Cell Modules - Landscape ...... 22 l476Stone Point Drive, Suite l9O. Roseville, CA9566l €. s iit3il Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 60-Ceti Ground : Exposure Wind Speed-> .-_._ 330 mph Mmph ISO mph S6b mph i7O mph --._._ 180 mpk+ . 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L-Foot - 72-Cell (P) ------T30 --ph ----------- - Snow Wad G ory I. -I Roof Z- V I 2e 2, 2n 3e 3, V I 2e 2r Zn So 3, V I 2e 2, 2n 3e 3, 1* 1 Zo 2, 2n 3e 3r V 1 2e 2, 2n 3e 3, 11 1 2¢ 2, 2n 32 31 1 0'., 58 58 58 58 58 58 58 58 58 53 58 59 55 55 58 58 58 58 58 5 � S� 58 58 56 56 56 �7 47 58 58 53 53 53 59 S& 50 50 �2 4 Array Edge 59 58 57 57 57 49 48 53 58 52 52 52 44 58 57 42 49 49 41 58 53 46 46 46 M 38 58 SO 43 43 43 36 IS 58 47 SO 40 32 32 Ito 20 Ay' 6 61 61 61 61 61 55 61 61 61 56 56 SS 51 61 61 61 52 52 52 48 SO SO W 49 49 49 45 57 57 51 46 464 42 5,1 54 54 43 43 39 -AIIIY Array 51 61 61 49 49 49 45 56 56 56 46 46 41 52 52 52 42 42 42 39 49 49 49 36 46 46 46 37 37 32 43 43 43 35 35 35 29 3 20 rot] flo,lo, 62 62 62 62 62 62 62 62 62 62 61 61 61 59 62 62 62 58 58 59 55 62 62 62 54 54 54 52 62 62 62 51 .37 51 51 49 61 61 61 48 48 a 46 1-111. 12 12 11 14 11 S,t 12 11 11 12 50 10 11 61 11 11 41 47 17 41 11 17 17 44 44 44 41 13 53 53 41 41 41 39 50 50. 50 39 39 39 37 27 .4 7 Array -11., 72 72 72 72 70 64 70 68 68 68 68 66 61 65 6 6 6: 63 57 623 612 612 W 54 0 W 60 60 60 57 50 57 56 56 56 56 53 V 53 Array Edge 63 -12- 63 63 63 0 54 SO 59 59 59 59 56 W 56 55 5: 5: 5 52 5 5 5 :2 , :2 I 49 43 49 48 48 48 48 45 46 46 46 46 43 38 43 45 to 60 All, 11to-I 82 78 78 78 78 78 79 79 74 74 74 74 74 76 76 71 71 71 11 71 . ........ 73 73 . . 68 68 68 68 68 70 70 65 65 65 65 65 68 R 62 62 62 62 62 Array Edge 13 73 6 68 6 68 68 68 70 70 65 65 65 65 65 67 67 62 62 62 62 62 64 64 58 58 53 58 58 61 St 55 55 55 55 55 59 59 52 52 52 52 52 7 AI.Yfolodol 58 58 58 41 49 59 54 54 54 46 Ss 58 51 51 51 43 59 5-1 47 47 47 40 40 5& 52 44 44 44 37 37, 58 " 42 4Z 42 35 35 LdL. 59 S, 47 47 40 40 58 51 41 44 44 37 17 S,3 48 41 41 41 33 3E, So 45 39 Se - 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SI 31 15 29 41 41 41 31 31 31 26 All, IEsS 47 47 47 39 38 38 43 43 43 U 34 34 29 40 40 SO 30 S 38 38 3 38 6 , 2E " 35 :,4 35 23 23 19 31 31 31 20 20 20 11 D 20 to 27 Arr""'er"' 60 60 60 51 51 51 49 59 59 59 U 48 48 46 58 58 58 " 44 44 42 54 54 54 41 41 41 51 51 51 9 ..23 39 39 37 48 48 4837 37 37 35 _ A-Y Edge 54 54 54 42 42 42 40 50 50 50 39 39 9 37 47 47 47 36 36 36 33 44 44 4432 32 32 29 41 41 41 28 28 a 26 39 39 39 25 25 25 23 27.45 Arcay ln-r 60 w 60 60 57 51 57 56 56 56 56 53 47 53 57 52 52 52 50 " 50 49 49 49 49 46 41 46 46 AS tS 46 41 39 3 4 43 3 43 41 37 41 k,.y Edge 49 49 49 49 47 41 47 46 46 46 46 43 M 43 42 42 42 42 40 36 40 SO 40 40 40 38 31 3837 37 37 37 35 28 :5 35 35 35 35 31 25 31 45.60 Array lrterior 71 71 66 66 66 66 66 67 67 62 62 72 62 E 65 65 59 59 59 59 59 62 62 55 55 55 55 55 59 59 52 52 52 52 52 56 56 49 49 49 49 49 Array Edge El 11 16 11 56 S6 IE 18 5851 12 11 11 12 1 54 I _1 �"48 51 51 45 45 45 oS 45 49 48 42 1 42 42 42 45 45 40 40 bq 40 40 21 of 31 22 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- Landscape Grouritl E powre� WirW Speed y 130 mph 140 mph SS9 mph 16p mph 170 mph 180mph Snow Load Catego 9anei An to RooFZane > 1 1 2e 2, 2rr 3e 3, 11 1 2e 2, Zn 3e 3, 1 2a 2, 2n 3e 3r 1' 1 2e ?a 3n 3e 3, 1' 1 2e 2, 2n 3e 1, 1' i 2e 2, 2, 3e 3, <Fato7 A;r4yznt:,_. 143 $S 80 80 80 fit '71 1385 76 , 76 76 68 , 68 b1�s'v IOZ $b 72 V 72 72 64 $4 97 77 69 69, 69 62 6293 74 66—66 66 54 54 " 71 64 £4, 64 55 ,,: 55 ,:_Y£dge 47:: 71 fi9 65 0 61 62 92 73 6fr 46 66 58 „ SS S7 70 63 63 $1 54 54 sa 67 60 60 60 51 51' S0 E4 .5fi 56 50 ` 48 4S 77: 61 53 53 ,53 45 45 7t.Z,, ' AYr4,yT YerOrr 84 84 84 73 73 73 '.69 80 SO ' $0 69 69 09 85 :76 76 76 66 66 66 62 72 77 72 63 63 6'Y , 55 69 fi9 69 60 60 60 , 55 97; 67 , 67 57 57 57 =52 " ArsayE 73'- 73 7$ fi3 63 63 :59 69 fi9". 69 60 66 60 $5 £6 fi8 66 : 56 56 50` 51 63 E3 fi3 5Z - 5T 52 48- 60 W 60 45 49 ::49 45 57�' 51 , 52 46 46 46, 42" $ 20to27 A 'y 6sK W 51 `I 53 77 ' 77 77 75 8$ 88 ' 8$ 74 74 74 72 %4 84 94 -. 70 70 741 68 80 so 80 67 067 65" 77 77 77 64 G4 64 63 74' 74 744 '6Z 6Z 6Z 'Es, �. E „ AffayEdgO W , 80 W 67 67 67 .65 ES, 76 7664 64 64 62 %73 7373 % 6E 6z 59 64 69 69 57 ' 57 57 55. 67 0, 67 64 54 : 54 52 64r 64 64 ' 51 51 `11 -49.s 2740'45 .§my6aefwc' 87 flX ' $7 97' 83 77 83, 82 82 " 82 BZ 74 73 79 78 78 79 78 75 70 75 75, 75 75 75 7Z , &7 72 72 72 „ 72 72 64 : 64 69 59. 59 69, 69 67 62 67 Array Edge 75, 75 75 75 72 67 '72 71 71 71 71 65 64 69 68 6S 68 6$ . 6561 66 65 65 6S 65 : fi3 57 062 6Z 62 62 60 54 60 W, 60 60 66 57 51 -57 45 Ta 60 ArUyinterior I00 IW 94 ' 94 94 54 .94 95 9S,: g9 89 89 89 84 3t 91 85 : 95 SS $5 85 S8 88 W 81 &1 &1 91 S4 84 70 78 78 78 78 91 91 75 75 75 75 :75 kf1 YEdg¢ - 8$ $8 SZ U 82 87 , 82 $4 84-: 78 78 7^s 78 7S ZO $0 74 74 74 74 74 77 27 71 71 71 71 71 74 74 .68 68 68 i 68 6$ 71z 71 6S ;55 65 s5 > 66. �. 0.7 Arnylnierior 100 79 71 71 71 63 63 94 75 67 67 6> 60 60 W 71 64 54 64 5fi 5E B6 68 61 61 61 52 52 B2 55 58 5$ 59 49 49 79 63 55 55 55 47 17 Arcay Edge 86 68 62 62 62 53 53 81 65 SS 58 58 49 49 77 62 54 54 54 46 46 74 59 50 SO SO 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38 38 7Yo 20 Ar2ylnteri, 74 74 74 65 65 65 61 11 71 71 61 61 61 57 67 57 57 58 58 SS 53 64 64 64 54 54 54 49 62 62 62 51 51 51 46 59 59 59 48 48 48 44 Array Edge 6S 65 65 55 55 55 50 61 51 61 51 51 51 46 58 58 58 47 47 47 43 54 54 54 44 44 44 4p 51 51 51 41 41 41 38 48 48 48 39 39 39 35 D ps? C 20 to 27 Array Interior 82 82 32 69 fi9 69 67 78 78 78 65 65 65 54 74 74 74 6Z 62 62 61 71 71 71 W 60 60 57 68 fi8 fi8 56 56—56 54 fib 66 66 53 53 53 51 Array Edge 71 71 71 W W 60 58 68 68 U__ 55 55 53 65 65 65 52 52 52 50 fiZ 62 62 48 4B 48 46 59 59 59 45 45 45 4456 56 56 43 43 43 41 i 27 to 45 A'"'-` _ J4 64 74 73 >3 _ J3 J3 J0 65 70 _ 70 JO 70 70 67 62 fiJ : 67 61 St 67 54 59 54 64 _ 64 64 64 52 55 52 61 61 61 61 59 53 59 Array Edge 67 57 67 57 64 60 54 b4 64 64 54 61 55 61 61 61 61 61 58 52 58 57 57 57 57 54 48 54 54 54 54 54 51 45 51 51 51 51 51 48 43 48 45 to 60 Array Interior 91 W 84 84 84 84 84 86 86 79 79 79 79 79 82 82 76 76 76 76 76 79 79 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 f Array Edge 79 79 73 73 73 73 73 75 75 69 69 69 69 69 72 72 66 66 66 66 % 68 68 63 063 53 63 66 05 60 60 W 60 60 63 fi3 57 57 57 57 57 ( Ot.7 A,"tayA44W 94 74 67 67 67' 60 60 $9 71 64 64 64 55 55 84 67 fil fil 61 51 51. 20 6457 57 57 48 48 7762 54 54 5445 45 74. 59 51 51 51 49 . 43 At yEdge at 65 $7 57' 57 48 4$ 77 £1 53 53 51 45 45 73 , 5$ 49 . 499 49 42 42 70 S4 46 46 46 39 34. fi7 5i -04 44 44 ,' 37 ,37 64 4S 41 aY .. 34 34 7 xo 20 Arcm/I--, 70 70- 63 fft 61 :5fi W67 fi7 57 57 57 52 6464 '64 -. 53 53 53 49 61 61 � 7Xt W : 50 50 45: 5$ 5$ S$ 47 43 54: 54 , 54 ' 44 44 44 40 Ar<ayEdga 61'. 61 61 50 50 50 46 57 57 57 46 46 46 42 53 53 53 43 48 43 39 $0 50 50 49 40 40 37 47 47 47 38 3S 38 33 44' 44 44 36 36 36.. 30.E e 3 t Z0YO Z7 AJ Btteeior 7a, 78 78 65 65 65 '63 74 74 K 62 fi7 62 ' 60 f76 70 70 :: 58 Sg 5$ 56, 67 67 67 55 - 55 55 52+ 64 64 64 51 51 : 51 4s, 62; 62 6Z 48 49 48 Arfat Edge ,67:' 67 67 55 55 55 ':: 53 64 ,64 54 51 51 °sl 49 61. 61 61.; 47 47 47 ,4s 59 59 5$ 44 i 44 44 43 54 5# 54 42 47 ', 42 40 52 51 SS 39 39 39. 3$ '. 27x45 A'T firaYeriar 73: ?i 73 73 70 65 76 0fi3: 65 64 '66 6T b6 66' 66 66 £5 63 58 S3 fi3 63 634 63 : 82 54 fri: W 60 60 W 57 ; 51, 57 57' 57 87 57 52" 4S :54 - R YEe#g8 63' e 63 .63 ' fii SS >61" 60 60 60 60 52 51 57 :56 5fi 56 : 56 53 42 53 52 32 5Z 52 i 50 44 50 ,49 49 49 49 47 �42, 47 46:: 46 ' 46 46 44' 39 "44' 45 ww ArrWf—riav 8,5 85 79 79 79 79 �73 81 $1 = 75 75 75 75 75 ,7g 78 71 ': 71 71 71 71 74 74 fi8 68 - 68 68 68&. 71 71 66 66 '66 66, 66 58". 68 63 fii 13 63 -,63 Array Edge' 75 75 69 69 69 69 fi9 71 71 ' 65 65 65 65 65 £$ 68 62 62 62 62 62 65 65 59 59 59 59 55 62 62 56 56 56 ; 56 56 50:. 60 53 53 53 53 53 Oto J Array Interior 100 89 W BO 80 71 71 1W BE 76 76 76 68 68 IW 80 72 72 72 64 64 97 77 69 69 69 62 62 93 74 66 66 66 59 59 89 71 64 64 64 55 55 Array Edge 97 77 69 69 69 62 62 92 73 66 66 66 58 58 87 70 fi3 63 63 54 54 83 67 W W 60 51 51 W 6456 51 %48 48 77 51 53 53 53 45 45 Jto 20 Array tnYetipr 84 84 84 73 73 73 18 W SA 80 fi9 fi9 69 76 75 66 66 fib 62 72 72 72 63 63 63 59 69 69 69 50 W 60 55 67 67 57 57 57 57 52 Array Edge 73 73 73 63 63 63 59 69 69 69 60 60 60 55 66 5fi 56 56 56 56 51 63 63 63 52 52 52 48 W 60 60 49 49 49 45 57 57 57 46 46 46 42 e 20 to 27 0.rraVk tenor 93 93 93 77 77 77 75 8$ 88 88 74 74 74 72 84 84 $4 70 70 79 a 80 $0 80 57 57 fit 65 77 IJ Jl 64 64 Sd 63 74 74 74 62 62 62 64 array Edge W W W 67 67 67 65 76 16 16 64 64 64 62 73 73 13 61 61 bi 59 69 69 69 57 57 SJ 55 67 67 67 54 54 54 52 64 64 54 51 51 51 49 27 to 45 Array krrerlo+ 87 87 87 81 83 77 83 82 82 82 82 79 73 79 78 78 78 78 75 70 75 75 75 75 75 72 67 72 72 72 72 72 fi9 64 69 69 69 fi9 fi9 fi7 62 67 Array Edge 75 75 75 75 72 67 72 71 71 71 71 69 64 69 fi8 E3 68 68 66 61 66 65 65 65 65 63 57 63 62 62 62 62 60 54 60 W 50 60 60 57 51 57 45.60 Array interior IW S00 94 94 94 94 94 95 95 89 89 89 89 89 41 91 85 BS $S SS 85 38 88 81 81 81 81 81 84 84 78 78 78 78 78 81 81 75 JS 75 75 75 Array Edge as 88 82 82 8282 82 84 84 78 78 78 78 78 80 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 6$ 58 71 71 65 65 65 65 65 t ;0to7 A' y 100 79 71 73 71 fi3 '63 94 75 : 67 67 "67 W 60 X7 72 64 64 64 56 5s a6 58 61 61 ? bl 52 52 82 55 sa 58 58 49 49 79• fi3 55 33 55 47 47- ArFay£dge 86:, 6$ 6? 62 62 53 't53 B'Z s5:'. 58 5a 58 49 49 77 62 54 4 54 54 46 46 74 59 50 50 S4 43 43 -11 55 47 47 47 140 40 69 "52 45 45 45 3& 38 l 7W24} ArfayMte W 74 74 74 fry 65 65 :61 72 71 ,. 71 61 61 61 57 b7 fi7 fi7 58 Sg 5$ , 53 64 S4 64 54 " 54 S4 43:- 62 62 6Z 51 51 i52 46 59 59 59 48 4, 48 „ 44 4 mi Edge 65 65 65 55 55 55 i50 61 61 61 51 5i 51 46 5$' 58 , 58 47 47 47 0 54 54 54 44 44 44 40' 51 ' Si 51, 41 41 ' 41 38 48i '48 48 39 39 35 35 5 PO C 20 to 27 Array Interior $2, , 82 82 M 69 0 -.67 7$ 7& 78 65 65 65 64 74 74 74 : 6T 6Z 67r 61 71 ' 71 71 60 60 60 57 68 68 SS 56 5fi 1 S& 54 66- 66 66 ,53 53 53 : 51 Aray Edge, 71; 71 71 60' 60 60 !'58, $8 6& . fi8 55 55 5,5 53 65 S5 65 51 52 57 50, 6T 52 62 48 :: 48 4$ 46 59 '59 59 45 45 : 45 44 86;. "56 56 43 43 43. :41 +: 27to45 ACeaTt$Aerinx 77'. 77 77 77 74 69 74 73 73 " 73 78 '70 65 79 70 70 M 70 67 62 67 67 67 61, 67 --64 53 64 64 64 84 64 62 ' 56 68 52, 61 61, 61 155, 53 :.59 A."f0ge 67' 67 67 61 64 60 64 64 64 64 6d 63 55 51 Z1 61 6l fil 58 52 58 S7 57 57 57 '54 A8 54: 34 54 " 54 54 51 ; 45 51 51:" 51 $4 51 40, ,43, 48i 45 #c6O' Arr VMYe W 90 90 84 64 84 84 84 86 86 - 79 79 79 79 79 $Z SZ 76 76 75 7 76 6 79 79 , 72 72 7Z 7t 7Z 75 75 63 94 69 '64 69 73; 73 67 67 67 67 'fi7 _ Array Edge 79 79 73 E3 73 73 '73 78 JS : 6569 59 69 69 72 72 66 '.: 65 66 ' 66 66 68 6863 63 ;: 63, E3 63: - 46 66 6R fill 66 : 61i 6EF fi3" fi3 fi7 SI 57 57 S,F 01. 7 Av.aV lnkeriar 94 74 fi7 67 fi7 60 60 84 71 64 6d 64 55 55 &4 fi7 61 61 fil 51 51 W 64 57 57 57 U 48 77 fit 54 54 54 45 45 74 59 51 51 51 43 43 Array Edge 81 65 57 57 57 48 4$ 77 61 53 53 53 45 45 73 58 49 49 49 42 42 70 54 46 46 46 39 39 fi7 11 44 44 44 37 37 64 48 41 43 41 34 34 Ito W All, Interior 10 TO 10 61 61 61 5fi 67 bl fi7 57 57 57 52 54 64 b4 53 53 53 48 61 61 bi 50 50 50 45 58 58 58 47 47 47 43 : 54 54 54 44 44 44 dD Array Edge 51 61 61 50 5D 50 06 57 57 57 46 46 46 42 53 53 53 43 43 43 39 50 50 50 40 40 40 37 47 47 47 38 38 38 33 44 44 44 36 36 36 30 D 20 to 27 Array Interior 78 78 78 65 55 65 63 74 74 74 62 62 62 60 70 70 70 58 58 58 56 67 67 67 55 55 55 52 b4 64 64 51 51 51 49 62 62 62 48 48 48 46 Array Edge 67 67 67 55 55 55 53 64 64 64 51 51 51 49 61 61 61 47 47 47 46 58 58 58 44 44 44 43 54 54 54 42 42 42 40 51 51 51 39 39 39 38 i 27.45 Array tartar 73 73 73 73 70 65 70 69 fi9 69 69 66 62 66 56 66 66 66 63 58 63 63 63 63 63 6I 54 61 60 W W 60' 51 57 57 57 57 57 54 48 54 Artzy Edge 63 63 63 fi3 fii 55 61 60 W W 60 57 51 57 5fi %56 56 53 47 53 52 S2 52 52 50 44 50 49 49 49 49 47 42 47 : 46 46 46 46 44 39 44 45 W 60 Array interior 85 15 79 19 79 79 79 81 31 75 75 75 75 75 78 78 71 11 71 71 71 14 74 68 68 a68 68 71 71 66 66 66 66 66 68 U63 63 63 63 63 Array Edge 75 75 69 69 69 69 69 71 71 65 65 65 65 65 68 68 62 62 62 62 62 65 65 59 59 59 59 59 62 62 56 56 56 56 56 60 60 53 S3 53 53 53 :.OW AsraVkel:xio* , 92'. 85 80 W SO' 71 171 92 85 :" 76 76 76 69 68 92 $O 72 ':: 7Z 7Z 64 64 92 ;'77 65 $% fi9 ' bZ 62 4Z ,74 % 66 66,E 59 59 89': 71 64 64 64 55 ':: 55 May Edg4 ', 92:', 77 fi9 fi9 69 62 :ftt 97 ,' 73 Sr 66 66 58 5%- E7 7t5 68 , fi3' fii, '54 ' S4 8a fi7 60 60 -, 60 51 SIB. -80 64 56 5fi 56 48 d$ fi7` 61' 53 53 53 45 45 :.7SaZ0 ArrflPrte rr 84 $4 &4 23 73 73 ;fi8 80 W W 69 69 fi9 65 76 71x ' 76 - 66 66 '65 6Y 72 U 72 fii ': 68 fi3 53: fi9 65 ,0 60 60 60 55 fi7: 67 67' 13 $7 57 ! 5E { ArtayEdge 7a' 73 78 S3 fi3 fi3 `59 fi9 69 6260 W W 55, £6 66 66 :. 55 56 56 51 fi3 063 5Z : 52 EZ 469' 60 50 49 49 -49 45 57i , 57 57 46' 46 46 42.t S ZDWZ7 Array lnEz0.1 ' 93:' 93 93 1% 77 77 ,75 88 88 W 74 74 74 72 C4 84 S4 ( 70 70 TO 5& 60 80 S0 , 67 67 67 65'. 77 77 77' 64 64 ', 64 6aj 74-' 74 74' 5Z 62. 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' AirayEdge, ' ef; ,61 61 50 50 Sa 46 57 57 '; 57 46 46 46 42' 53 53 53 43 43 43 39' 50 sD 5{3 40 40 4s 17- 47 47 47 38 3& '3$ 33 44i 44 44 35 36 ' 36 : W 6 20 to 2T Array 4—ft ' 78% 78 78 65 65 65 163 74 74 74 , 62 62 6Z W :FO 70 " 70 58 5$ 5t. 56 fi7 57 67 55 { 55 55 52: , 64 64 '64, 51 „ 51 i 51, , 49 62' ' 6Z 62 4$ 48 4$ ':46 A4'ayEdg6 - 677 57 , 61 55 55 55 753 64 64 i 64 61 51 51 49 8l 61, fii ' 47 47, 41, 46 58 5a 58 44 44 44' 41 54 54 , 54 42 42 - 42 40 51,' 51 $1 39 ' 39, 39 .'35,e 27Yc 45 Arn37inseridr ' 'AWayE4ge-" 73 , 73 73 73 7O 65 70 1,9 69 : 54, 69 66 62 66 65 66, 66 :: 66 E3 5fi fi3 63 63 - 63, 6$ fi7, S4 61'. 60 fib 60 60 ,57- S1' 5T 57-, 57 57 57 $4 48 { 54 53'-. fi3' fi3 63 61 55 161 W 60% W 60 57 51 57 " 56 56 51 47 "Es 57 ' 52 $2 52 50 44 50 49 49 49 43 '47 42 47� 46- '46' '46 ' a5 44 39 44, p ' W A+'xaY§sY W 85, 86, 79 79 73 73 ,;79 $1 91 75 75 75 1$ 75 78 7a ,4b '. 72 7T 72 , 7t 74 74 58 Ea ': 6$ 68 b$ 71 71 66; 66 66 '. 66 66, Es fig fi8 63 fi3 6a ie } At ray Edgz 75"- 75 89 .65 65 65 ':69 71 71 65 55 55 65' 65 :fi8 6$ 62 ; 67 ' 67" , 62 62 65 55 , 59 S9 ': 59 59 53 62 62 56 , 56 56 56 %60i 60 53 53 53 53, 53 23of31 I Maximum Rail Spans (inches) I ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot - Landscape G'. nd Exposure ,.d 5d 90 �Ph 95 wh 105 h IM ph 120 mph S- Wad Cate , P-1 A Roof Z- 10 1 2; 21 20 3e 31 11 1 2, Ir 2, te 3, V 1 2e 2, Zn 3,. 3, 11 1 Ze 2, Zn 3e 3, T I 2e 2, Zn 3, 3, 10 1 2e 2r 2n 3e 3r 11 1 2, 2, 2n Be 3, 0 7 A-, Interior 86 86 86 86 86 96 86 86 86 86 86 86 86 86 86 86 86 86 86 96 86 86 86 :6 :6 86 33 83 :: 8 86 M 96 N 80 86 86 86 86 86 78 78 86 96 85 85 95 75 75 Array Edge 86 96 86 86 96 80 90 86 86 86 86 86 77 17 86 M 83 93 83 74 74 86 86 1 1 81 72 2 86 78 78 78 69 69 86 U 76 76 76 67 67 86 82 73 /3 73 65 65 710 20 A-, 1-6., :3 93 93 9 93 93 99 93 93 93 91 91 91 85 93 93 93 98 88 98 92 93 93 93 95 85 85 79 93 It 93 82 82 82 77 92 92 -W 79 79 7E 74 89 89 89 77 77 77 72 Array Edge 93 93 93 82 82 82 77 91 91 91 79 79 79 74 88 E8 BE 76 76 75 71 85 95 85 73 73 73 69 82 82 32 71 71 71 67 79 79 79 69 69 69 65 77 77 77 67 67 67 63 E 20.27 Array J-w 95 9: 95 9 95 95 95 BE 95 95 95 95 95 94 95 95 95 94 94 94 91 95 95 95 90 90 90 BE 95 95 95 37 87 87 85 95 95 95 85 85 85 895 95 95 82 92 32 30 Array Edge 95 9 95 97 97 87 85 95 95 BE 84 84 BE 82 95 95 95 81 -yo, 81 91 79 W 94 94 78 78 78 76 91 91 91 76 76 76 74 88 E8 BE 73 73 71 95 85 95 71 71 71 69 27.45 A-y 1-6., 105 105 Im 105 IDS 100 los 105 105 105 105 105 96 105 iOS 105 W5 105 93- 1. 101 102 101 101 97 BE 97 IB 98 98 98 94 87 94 95 95 95 95 91 -73 842 91 1 92 92 92 92 BE 92 ES Array Edge 98 58 98 98 97 E4 94 94 94 W 90 83 90 90 W W B7 80 E7 87 87 97 87 84 78 84Array 84 _84 84 _81 75 75 31 82 82 82 82 79 73 79 1 79 79 79 79 77 71 n 451.60 A,, 107 1 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 106 106 106 106 106 107 107 103 103 103 103 103 104 104 100 100 100 yw-lw Array Edge E07 107 �Cfi �06 106 106 106 106 106 102 102 102 102 102 203 103 93 98 98 98 98 100 111 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 BE 8) 92 92 L6 M 86 &6 86 BE 86, - 06 a. or, a &Z 86 86 as w 86 79 tE BE 86 BE 06 8EB - 76 BE U 95 83 83 73' 73 96 915, W 20 8D 7 72 96 BE 77 77 's BE U '15 7.5 75 S7 61 gt'�7 ArmyEtlge 86 $6, W W 80 71 71 86 96 77 -17 77 IS 69 86 82 74 74 74 66 66 86 W 72 72 72 64 96 77 69 69 6E� 62 12 86 75 67 67 67 w 86 71 65 65 15 57 57 Array EE 5-1 93 84 94 04 -18 51 BE BE $1 91 91 76 90 99 90 78'.79 7B n 57 V V 75 75-.75 M 04 84 M 73 73 73 68 92 It 81 70 70 70 66 • 7 79 7$ E8 BE 69 64 AlWage 14, 71 71 7,3 111 at BE El 70 76 70 66, 7B 78 78 6767 57 63 75 75 75 65 65 65 61 71, 73� 73 6,1 BE BE 59 Ar 70 70 61 61 61 56 Be 6$ 68 59 59 Eq� 54e A,," J�f., F, Es, T 1 89 47 95 9$e 95 86 86 86 84 95 915 95 83 It 83 81 95 95 95 We 80 80 en 9E 93 93 77 77 77 75 It 99 75, 75 75 73 ST 97 87 73 71 73 71 15 "f C ZEE'I 27 Array Sage 93' 93 43 77 " 77 75 ' 8989 89 7474 74 72 86e 86 86 72 7Z 72 70 81 BE AS 61 fig 69 69 W 80 80 67 67 67 65 IU 79 7S 7a 65 65 65 63e i 76e 76 76 63 63 63 62 A-yWl�d, e 10WO e 100 96 85 B6 96 96 96 " 86 -It 93 93 53 51 99 A2 99 96 90 iia- 9a BE, 80 86 7 B7 V 97 2" BE 91 14 84 1. at i5 T- BE BE BE at, a 1 7 73 E5 79 Z7%t4E Atfo Edge" 86 86 96 9V 77 e83 ZB U SA W 74 W S& 80 S(Ye eW 77 12 77e ?i 78 79 79 e 7.5 69? 75 7B 75 75 15 12,e 11 73 73 73 73 70 55 70 71 e 41 71, 71 e 68 e 63 IS A" *Wvtr 207 107 107 107 107 107 107 107 107 194 104 104� e 104 105 M 101 101 111 IGI 201 102 TOZ 97 97 97 97 97 99� Is 94 94 91 94 14 It' 57 It 91 sl K 51 94e 94 99 W 88 BE ArmViOp- e 99 BEe 94 SW 94 94 54 96 96 90 ED Eq so 50 n 93 '87 V V 97e 97 90 50 " 84 BE 54 84 ES U $2 u82 82 12- 92 96 86 79 79 79 75 79 ga 83 77 77e 77 77 e 77 Array"'� E BBE 85 BE 86 77 77 $6 86 U 84 84 4 74 86 Is 81 81 81 72 72 M 36 79 78 78 69 69 86 84 75 75 75 67 67 86 81 73 73 73 65 65 86 79 71 71 71 63 63 f. F Edge E6 75 75 75 67 67 96 81 72 72 72 64 E4 86 78 70 70 70 62 62 86 75 67 67 67 EQ W BE 73 65 E5 57 57 BE 70 63 63 53 55 55 68 61 61 61 53 53 7. -y 1- 91 92 91 79 79 79 74 88 BE 88 76 76 76 71 95 IS 95 73 73 73 69 82 92 82 71 71 71 66 79 79 7: 68 U 68 64 T7 1 77 BE 6 BE 62 74 74 74 E4 64 61 Array Edge 79 79 79 68 68 68 76 76 76 66 E6 66 62 73 73 73 64 64 64 fO 71 71 71 62 61 61 57 68 68 6 59 59 54 BE 66 66 57 57 57 52 64 64 64 54 54 54 49 20.27 A-, 1-- 96 BE % 84 84 11 81 11 16 96 K .1 .1 1 14 E4 14 78 78 78 76 ED . 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' 55 55 ',7$ 0, 52 5t al " 53 53 7 to#1", Ar2,UAVW 84, 8f} '$0' ""79 19 79 74 80 80 89 -71 76" 76 71 as ': 86 80, 73: 73 73 ' 69 80 W' 80 71, 71:, 71 66 7S , 79 79, eas 68 "69 64 77 77 77 66 ' '66 66 6Z : 74 74" 7g 54" 64 54 ', a; Array Edge ' 79 ,'75 79 6& 68 68 04 7fi 75 7fi 66 , 66 a6 62 18 73 73 64` 54 64 B0 71 71 ' , , 61 61= 61 , 57 6% 6& 68 59 59 59 54 ' 06 66 66 57 ' ':57 $7 , fit 64 E4 64 54 54 "54 .Is b 24uC2L &'rh "nor 82 ' 82 ' 82 " 82 82, 82" 82 &Z $2 82 91 91 81 79 8T . 82 82 7ffi.. 78 7ffi 76 8Z SZ -82 75 75, 75 73 E 82, 82 ':73 73 73 - E1 SZ %2 82 71 , .71 71 69 : 82 82 6969 69 =firs 67 Array €49d, ' $7 '82 ,$2 nZ3 ,73 " ,73 82 8Z a'70 " 70 10 68 &1 81 at 68: "6$ 68 '56Arraytyxenar 7ffi, 78 79 ' 65 65 ,65 , 64 76 76 76 - 63 63 ,"63- 62 "7$ 7}' n$1 '61 " 61 66 71 11 , 71 ,60 60 8o 57 "27vi45 94, � S4" 34 " 94 :9,1 84" ,91 ;f1 ,31 9."{„ 91 "$7 '8Z 87 83, i 87' 87 87' -. 84' 78 84 "8q " %4 ': %4 &4 81 7S SY 82' $2 82 ' 82" 79' fi 79 "Y9 ' 79 ' 74 79%- 76 70 T6 :. 77' 77 77 77 74 68, 741 Array Edsa Si &Z 81 81 '7&",. 73 7ffi 7$ , tk"', 7B 7ffi 7fi " 70 76 76 76 76 76: 73 , 67 73 73 73 ` 73 7$ 70; "66 70 7& 7x 71 ':72 5$ fi3-. 68 "69 69 64 se '.66 61 66 67 57 67 67 64 59 64: i 45A?6kt Away tnxer7sY 107 7A7 i02 102" 102 i02 "t02 203 TtY} 98 93 98 96 98 100 :100 95 55: 95 95 95 92 97 ':92 92 92- 52 92 '95 - 89 7as '83 89: 89 92 42 96 86 %5 86 ' 86' 90 96 43 83 83 83 83 Array E: 44 94 $8 8$ 38 $8 88 91 5}i &5 &5 85 85 $S 83 8s 82 $2 8Z 82 $2 $b &5 i3 73 ,79': 79 3'7 83 8$ 7T :. fl, "77- fl y , 77 S1 &i 75 75 j75 75 75 ( i3 79 72 72 72 72 72 1 Maximum Rail Spans (Inches) (Clickfit Rail 450124 {REVX03j Flush -Mount on 0 to 30 Foot Roof -- L-foot - Landscape Gr uo nd Exposure Wind Speed >. 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S 20x027 keaySnareico 85; 85 ,85; 77 77 77 75 $5 fAv ' 85 74 14, 74 , 72 84 84 84 '. 70 70 70; 68 80 90 86 67 67 67 65 77 77 77 54 :. 64 $3 , 74'. 74 74 62 62 62 £0 -: f Ar#ay idge BII e, 8D W 6f 61 67 '65 76 76 ',, 76 64 64 64 62 73 73 73 :: 61 st SY 59 69 :69 63 S7 i 57 57 55 67 67 67 54 54 ! 54 52, 64{ 64 64 'S1 551 51 49 - 27m 49 Array AiSez7or 87 87 87 87 83 77 :93 $Z 82 - 82 82 79 73 '74 7$, 7S 7a 78 75 70, 75 75 75 7S 75 72 67 72:- 72 72 72 '72 69 , 64 , Ss ' 69: 69 0, 69 67 62 ':67 : A-YEdge, 75'" 75 75 75 72 67 72 71 71 71 71 , 69 64 64 SS % 68 : 68 66 61 66 65 65 65 55 : 63 57 63': 62 6Z 62 62 60 54 60 60: 60 60 60 57 51 i57 f *myb+4r}4 JOD JW 94 94 94 94 '.94 95 95 99 83 $9 89 $5 91 91 85 : 85 85 85 85 8$ 88 al 81" : $i 81 91,: E4 84 78 78 73 ` n 78 " 8£ 75 75 75 75 : 75 45M60 Attay Edge 48 88 8Z $2 8232 82 84 84 '. 78 78 78 78 78 80 9D 74 : 74 74 74- 74 77 77 7€ 71 71 71 71'. 14 74 6$ 68 68 68 Sc 71; 71 65 65 65 65 65 Oto 7 Array Interior 81 79 71 71 71 63 63 81 7S 67 57 67 60 60 81 71 64 64 64 56 56 81 68 61 61 61 52 52 81 65 58 58 59 49 49 79 63 55 55 55 47 47 Array Edge Et 68 62 62 623 53 8165 58 58 58 49 49 77 62 54 54 54 46 46 74 59 50 50 SO 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38 38 7.20 AArramay lnrerror 74 74 74 65 65 55 61 71 71 71 61 61 61 57 67 67 `67 58 58 58 53 64 64 64 54 54 54 49 62 62 62 51 51 51 46 59 59 59 4$ 48 48 44 y Edge. 65 65 65 55 55 55 50 61 61 61 51 51 51 46 58 58 58 47 47 47 43 : 54 54 54 44 44 44 40 SS 51 51 41 41 41 38 48 48 48 39 39 39 35 30 psf C 20 to 27 Arraylnteri 82 82 82 69 69 69 67 78 78 78 65 65 65 64 74 74 74 62 62 62 61 71 71 71 60 60 60 57 68 68 68 56 56 56 54 66 56 66 53 53 53 51 :. 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Yu = 0.788 in X-Bar(Right) = 0J87 in >-Bar(LeM) = 0787 in Y-Bar(Tnp) = 0.788 in \-Bar(Bot) = 0.786 in Max Thick = 1.575 in Equivalent Properties: Anaa.Au = 8.373 in 2 Inertia, |xx = 0.151 in^4 Nertie.lyy = 0.100 |n^4 |nenia.Ixy = -0.000 in°4 8x(7op) = 0.191 in^3 Sx(Boo = 0.191 in^3 Sy (Left) = 0.120 in^3 Sy (Right) = 0128 in^3 m = 0.635 in ry = 0.516 in PlaatioZv = 0.222 in^3 PlamtiuZy = 0.180 in 3 Torsional = <NoCmb.> Au«xDof = 1.000 As-yyDmf = 1.000 Aa+mS8eoo = 1.000 An-yyStmoo = 1.000 C 5eouonuiagram Product Approval Administrator Building Codes & Standards Section Ins *7 iIOyr8i"L*f-% 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 01414V 6 NO WIR MORM-010004 YORTI, -0111, .100,0z, 010.0" involved in the approval process of the referenced product(s). 9E= FA& 00 No.8 -0 0ST X� NAI- Sealed: 9/24/2021 /l/twOk t360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 WWMafcenff.cqm I 21farqqcL RULE CHAPTER #61G20-3 * METHOD I OPTION D FL39871 Date: 10/05/2021 Detailed Product Description: Manufacturer: Ecofasten Solar LLC Manufacturer Address: 4141 W Van Buren Street Suite 2. Phoenix AZ 85009 Model Name: Ecofasten Solar Roof Attachments Impact Type: NQnAMggq Installation Drawings # 21-67F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum wind uplift and shear resistance vs mounting type refer to installation drawings. Tested in accordance with TAS-100(A) j AST M D1761 TAS-105 ASTM Mechanical Intertek 09/29/2021 M9008.02-301-47 Tyler Westerling, PE D1761 Fasteners in Wood and Wood -Based Materials Field Withdrawal Atlantic & 05/02/2019 ACRC 19-0207 Randall Fowler, PE Resistance Testing Caribbean Roof 06/27/2019 (Lateral & Uplift) Consulting, LLC S I (A) Wind Driven Rain Intertek 09/29/2021 M9042.01-301-47 Tyler Westerling, PE Resistance 09/30/2021 M9042.03-301-47 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: FAQ 4, 4 a �ONAt- Jalal Farooq PE # 81223 Sealed: 10/18/2021 SOLAR SUPPORT SYSTEM IS NOT RATED FOR IMPACT. SOLAR SUPPORT SYSTEM IS SECURED TO ROOF STRUCTURE (BY OTHERS) ECOFASTEN SO IR � - 90-f—A-7--f;S A F Til,iS PRODUCT HAS BEEN OFSJIGNED AND TESTES To COMPLY WITH "?HE REOUREVENTS OF THE 2020 (77k ED47'4N) FLOREDA WAMNG CODE INCLUDINS HIGH VtLOOTY HURRrANf ZONE (K,(HZ), ANCHORS SHALL BE CORROSION RMSTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRIJC`IOSS, SPECIFIED EMBEDMENT TO BASE MATMIAL SHALL BE BEYOND HOOF SHEATHNG A LOAD DURATION INCREASE IS USED IN rESfC,%, OF ANCHORS INTO WOOD ONLY, ALL SHIMS TO BE HiGH IMPACT, TION-METALLIC AND Nl4-COMPRESSISLE, MATERIALS INCLUDING BUT NOT UMt TEV TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WqH OTHER DSSSiKLAR MATERIALS SHALL WEFT THE REOUIREMENTS, OF THE 2020 FLORIDA 80G. CODE & ADOPTED STANDARDS. TH'15 PRODUCT APPROVAL G GENERIC AND DOES NOT PROVIDE 1,114FORMA-71ON FOR A SITE SPECific PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTLRE RECEIMNC THIS PRODUCT AND WEATHER SEAUNG FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS ND" SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIA_', DESION LOADS SHOWN ARE EASED ON 'ALLOWABLE STRESS DESIGN (ASD)', twNUFACTURER'S LABEL SHALL BE LOCATED ON A RWtLy VISIBLE LOCATION N ACCCRDANiCE WITH SECTION 1703-5 OF FLORIDA BUILDING IOCE, LABEUTf-- TO COMPLY VOTH SECTION I 703'S Ms� CONIRACIOR 'a of ns�' S�VEE rcR TE SF'FC-'WA' -wV-ASE .'v' 'Ax, F't INSIAL'��`014 Or PRODUC" P.50 C" TI-S PRODUC- VALLA11CP f'Ru 'DEL/SNI Crr., LOT DWIATF FROV I'E COIINT'616 'ZkTkLE". ON l.s 0O-VENt 9- 7�IS PRPD<Cl EIkV4'IC�4 DOCUMEW �L IIS CONSSERCC —,, r vkAIN. C- SJf SP=MC PROJECTS SHAU Erl PRLRK:ED of A FLORILk RMSTERFD J.:..I 2C OR M.IER AW1,"I-rl �,-L ��OvE PT MlrS ;p �ZRO ',Fo ICA VPROJE c t -0 Ift D W., Rf 10$1 !HE pP�, U51L OF THE P.E'al or RECORSA. AS A DELE�TLO E' ZIC,S', ST. CO 111 p ' E-11 M1.5zR �� Vlow� I'D 7�s LWIER PIS S'TE, S.EC""' OR, S FO., RE"t1w- D-TFlm PrrS'+AL(, W-41 fIf CPTE J 3 f ocF1 rs�Ks SBzWxiTON` Or TlW -OFETS� .kE Elr.R OF RDCCR3 T T PREPWD a .0 'jL; ZOO! mrA 0 1 L Of 0 0 0 19 a 0 d Z a 4 Wj z M09 V I �i iT drawing no. 21-:67F EcoFasten ClickFit GF1 L—Foot PVY3ouLE NO, PART OF TW5 APPROV& ------------------------- PLYWOOD SHEATHING —7/16 'J 1 WOOD TRUSSES 8, L 'C9CWt GF1 L-FOOT' FA5rEKf.RS W'TH RONGED En, u WASHER (11) PER L-FOCT Ittm tFy = 60 KS3 Mft) WND LOAD UPLIFT RESISTANCE (PERPENDICULAR TO POOF) - 895 Lbs MAX, COMPRESSION = 914 Lbs MAX. 3" MIN, THREAD PENETRADON INTO WOOD TRUSSES I SHEAR RESISTANCE (PARALLEL TO RAFTER) = 315 Lbs MAX, CENTERED AT WOOD TRUSSES (SC = 0.42 MIN-) SHEAR RESISTANCE (PERPENMCULAR TO RAFTER) = 293 Lbs MAX, Sealed: 10/1912021 ka', 23 51 drowing no. W—, 21--67F FL #39871 EeoFasten QB— I 011-1 VA14TVNIVVS: Ulfi' X 3' LAG SCHM' IF, N. W 11SI wN.) 1-13/16- WN, THREAD PENETRATION NTO WOOD TRUSSES CENTERED AT WOOD TRUSSES (SG = C.45 WX� (F.-177 KSf, Fy=155 KSI) INTO CONCRETE ROOF (3000 PS4 MVNI.) 1-3/4" MiN, EMBED 2-3/16' MIN, EDGE DISTANCE mefom (2) PER BASE Qf3-1 INSTALIATION DETAILS 1 WIND �_OAD UPLIFT RESISTANCE (PERPENDICULAR TO ROOF) = 1212.5 Lbs MAX. SHEA_RR_F_S_l -S-T--A—N-C--r---(-P-A—R-A-L—LEL—TO—RA-F--T-R) =' 687.5 Lbs IAA_X.____ I SHEAR RESISTANCE (PERPENDICULAR TO RAFTER) 950 Lbs MAX. (2) PER BASE 44 Q A CONCRETE RVOF BY OTHERS - - - - - - - - - - - - - - 'o r > < LL c a�' 5 A 1 - Sealed: 10/19/2021 vm P7_ FA 41 M� 23 -5, _draw ing no. Ax 21 -67F FL #39871 5 r l I ULM Sealed: 1011912021 0�? ! 21 67F nos. 's �a ° i' L #3 9871 EkE2¢ 4 Gi4 4 IN rOT-9" AS RFOO. -'-25 POST (3,25- WN - 12- AS RM 8 X 4 CAP SCR" TS-RiQ6— _WW 10, X I -iASHER AS REDD. X I- CAr SC" Z' —nco' s/fW--X3' —FEx"m —LAC Sm—w AS REt3II. I RASHM (I-Xg-. 12-X 5000 SEMES ALUMMIM (Fy m T6 K -4 3w S "im (f-Y 23 �'-j COATED STEEL �Iom ST STEEL 34 SMES ST STEEL hAff-Im1w 21 �67F SYSTEM INFORMATION y iHANWHA Q.PEAK r • i INVERTER * •' r > ROOFTECHECOFASTEN r }: RACKING SYSTEMSIZE it THIS PV SYSTEM HASDESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR BUILDING AND OTHER STRUCTURES OF k EDITION 0r FLORIDA RESIDENTIAL •r EDITION ! FLORIDA # sr EDITION I FLORIDA # PREVENTION •rE, NEC 2017 AND ALL s x ORDINANCES. ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO TH% SOLAR EQUIPMENT. x � • # x, � • k ya r r *x • * � s x # r •: s• s r r� • r > > x r •► x r, x x �. x # > •.: �. w �. '`> r x ' � r.. ! t x # •� x > >x x >: • k • x � >>*r �xr >� • • • x 01 =110111109 # x> All > r s> • r s r� •> rx > r x 4r f•x x', x'1r x• !` r •> r* sr REQUIREMENTS CRITERIA OF • r r >� � x r_•r s x r • ! SPEED (M TOPOGRAPHIC EFFECTS • SPECIAL WIND REGION WINr BORNE i t CATEGORYSEISMIC DESIGN CLIMATE ZONE O# CATETOF EWIND EXPOSURE FBC, RESIDENTIAL 2020 TABLE 3#1.2,1® WIND SPEED CONVERSIONSa VUlt 110 115 120 130 140 150 160 170 160F200 Vasa 85 89 93 101 105' 1 ' 6 124 132 139 155 a. Linear interpolation is permitted. 365 WATTr i s X 4s 11 r. � x COVER I IPAGE ATTACHMENTqi DETAIL ,xNCO ATTACHMENT DETAIL CO MMROOF LAYOUT ELECTRICAL xCONT. 1=1 IT& -NM EQUIPMENT LABELS BILL OF MATERIALS MODULES 7 INVERTERS 7 L-FOOT ATTACHMENT W/ RT-MINI 15 171" RAILS 3 SKIRTS ENPHASE COMBINER BOX 1 EATON 60A FUSIBLE AC DISCONNECT 1 15A FUSES 2 15A BACKFEED BREAKER 1 k 001 momentum SOLAR sL s • 08840 PROFESSIONAL ENGINEERING vd� r f AL. CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL, 32819 8007 WHEATf DRIVE I�s r rV �%ll�riiT�� t r s # > END CAP AND CLAMP ROOF &WRCE PvMDDUUE L-FODT MID L13 MAX L 1W VIEW, MW W MODULE FRAME MID OLAMF` J) 9&J CAP W11001"MAME X L1 I b- G FRAME RMLS '7� DIED%, KID O-W FRONT saga� 6'-V-T PV MODULE RAME Moe DETA. I M 4.s Aluminum 4-re Efficient Design 4AddltlonM Mounting Options :31 E3 * R.T2-010-MINIBK2 MWJ Ilb— r 20- S— 40 — Extra RT-&did: 5 — Optional !terns: 5. 6(k— K%.*V S— (RT2-G4-SD5W): 100 -JBag 5116 X 25MM FhaW Soft & MA (RT244-FIP125): IOD ea./Bag fij,!Otyi(RT2-044ANBUTYL}: 10 aa18ax DM* k1staltation Rafter Installation -Bwy[,. R-1 T.11'. fi—bfl-qmg .".,j m -�ft- PV SrN— W, fits tag 27 Y— 4 a r- PVT'�-� 'Y, FwAbia FI—Mr.g mMhad ry VM = Enq—,d is 'LM,-o IMM -P-&. Ix 1. 180 110 ..' 9—d —.i v, 95 P-4 Engineered As M D 1761 (8t=.W. L LqedlartW Fasteners m Wmd) fee ESR-3575 ASTM2140 Tesfing TAS md, RT-MINI N is sullable for all systenu wWn a conventional L-Foot 1/4" x I" Caniage Bolt EMT Accessory Dimensions - -1 � T ------ - ---- -- - 3-64 v (901—) Offset Rafter Installation 4T* Offset Rafter Aftachmwd Options p✓ p " Metal Flesh" Rebvffl Flexftk Fin" W.1-7 I wt.—A' momentum PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ G8840 11 (732) O902-6224 MMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA30R BLVD. SUITE 307, ORLANDO FL. 32819 DEBRA NONNEMAKER - MS120148 8007 WHEAT STONE DRIVE ZEPHYRHILLS, FL 33540 8638538586 1,0104'rVIS ANAND-0 IME I 0.. I INITIAL I DATE: 2/16/2023 1 DESIGNER: SR I FWAXEMMMAJIMAD14- M.A . CENTERLINE )WABLE ZONE MOLE 2.5" 3/8- EQ EQ, TL A, I-= 3/8' 3/16-± (30MM) / ' \_ 1 3/16"± (30MM) t 3/16'± (30MM) .± (30MM) (NO BOLT ZONE)- _jl' MIN. (NO BOLT ZONE) (NO BOLT ZONE) 1" MINF"_ (IND/13106LT ZONE) L2" MIN.7�1 9/16-± (40MM) 1 9/16"± (40MM)J/12`"MIN,- (ALLOWABLE BOLT ZONE) (ALLOWABLE BOLT ZONE) ------------------------------- PV MODULE NOT PART OF THIS APPROVAL --------------------------------- PV MODULE RAIL NOT PART OF THIS APPROVAL 5/16" DA. HE� BOLT I------------- n L-FOOT OR EEC A NOT PART OF THIS APPROVAL PLYWOOD SHEATHING '-/Iq- MAX FOR — — W MAX- FOR FASTENER TYPE 'B* EJ BUTYL TAPE 2 tl FLASHING/SPACER RT-MINI It ,.__FASTENERS _FASTENERS (2) PER BRACKET I r BY ERS, p ET -MINI 11 FASTENERS: (AT ROOF TRUSSES) TYPE W- Mfi.-K-figmilt SS304 SELF-DRILUNG SCREWS (MAX. ALLOW, TENSION = 569 Ibf, MAX. ALLOW. SHEAR = 404 lbf) TYPE 'B- MLX_29jmm SS304 SELF -DRILLING SCREWS (MAX. ALLOW. TENSION = 613 IV, MAX. ALLOW. SHEAR = 470 Ibf) CENTERED AT WOOD TRUSSES (SG = 0.50 MIN.) .323 1-.063 i ,614 .1061 1-3.543 ------- ALTERNATE ORIENTATION YY tt Ytt tt 10 56 VARIES SEE CHARTS ON SHEETS 1 & 2 1 HHIFit� momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING v SITATF_ OF CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. IUITE 307, ORLANDO FL. 32819 SYSTEM SIZE (DC): 2.555 KW 7 MODULES: HANINHA Q.PEAK DUO QLK-G10+ 365 I'avo SCALE: 3/32" V-0" ROOF PANEL COUNT TILT AZIMUTH SHADING LANDSCAPE MAX SPAN (ROOF AREA 1/2/3) PORTRAIT MAX SPAN (ROOF AREA 1/2/3) LANDSCAPE MAX CANTILEVER PORTRAIT MAX CANTILEVER R1 7 21* 180® 100% 48 /32 /32 48 /32 /32 16 /10 /10 16 /10 /10 momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 LU U LU z 0 �- Uj Ln > w R CK- UL! a U- 0 0 Cif U- on ........... I- .......... ... . . . . . . . . . . DRIVEWAY 23'- 11" 2 =MELVA sawa�nRuwam tMa M, 3'-0" . . ... ..... . .. 6'- 52L 'Ri GUTTER NOTE: 1. ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE, 2, REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS, PROFESSIONAL .7 ENGINEERING FIRE SETBACK (3618 VENTILATION, 36- ROOF ACCESS) (TYR) CLAMPING MAX SPACING IN ZONE 1 72" O.0 3'-0" AND IN ZONE 2 AND ZONE 3 48" O.0 TOTAL SQUARE FOOTAGE OF ROOF: 2331.43994140625 SQFT SQUARE FOOTAGE OF SOLAR ARRAY:135.06 SQFT A I PERCENTAGE OF SOLAR ROOF COVERAGE: 5.9% CAMERON CHPISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 18" RIDGE SETBACK SHALL BE REQUIRED 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 NEMAKER - MS120148 HEAT STONE DRIVE MAIN SERV.CE PANEL- YRHILLS, FL 33540 8638538586 SYSTEM SIZE (DC ): 2.555 KW MODULES: HANWHA O.PEAK DUO LK-G10+ 365 AC AC DISCONNECTDISC 0 PIPE VENT FAN SATELLITE DISH PROTECT INFORMATION UDC UTILITY DISCONNECT M, 1-P ELOAD CENTER INITIAL DATE: 2/16/2023 DESIGNER: SR FIRE SETBACKS FN3 R] NEMA 3R BOX W/ ENVOY-S REV: DATE: DESIGNER: MIN 3' YGROUND ACCESS REV: DATE:DESIGNER: POINTX FCOMBINER -c-1 BOX ROOFLAYOUT '1'31� 1 MODULE PITCH DIRECTION WIND PRESSURE ZONE LINES. REFER TO PV-2.2 FOR ADDITIONAL INFO Q.PEAK Duo BLK-G10+ 365 OPEN CIRCUIT VOLTAGE MPP VOLTAGE SHORT CIRCUIT CURRENT # NUMBER OF MOT ES INVERTER RATINGS VOLTAGE DROP CALCULATIONS INVERTER MAKE ENPHASE FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE IQ8PLUS-72-2- WIRE RUN V.-.P I"P R L (FT) VO % VO WIRE SIZE MODEL US BRANCH TO 3-BOX 240.00 8.47 1.98 46.08 1.546 0. 12 AWG MAX OUTPUT POWER 290W OPEN DC VOLTAGE 60V I ]-BOX TO LOAD 240.00 8.47 1.24 50.00 1.050 0.44% 10 AWG CENTER NOMINAL AC VOLTAGE I 240V --&=9 TE-R-T_Q_AC MAX AC CURRENT DISCONNECT AC DIICI SCON NUMBER OF INVERTERS 1703 COMPLIANT --MENEM III II III I S UB PANEL I� III # OF MIII ODUILFES�=]� PV Bmv PER BRA BREAKER SIZE 7 ENPHASE IQ8PLUS-72-2-US MICRO -INVERTERS =1 FA - N0�_=A Al 110 15 1 JUTIA - ,414 1.24 3.00 0,079 0.03% 10 AWG 1.24 10.00 0.263 0.11% 10 AWG momentum SOLAR CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NI 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING NEC 705,12(M(2)(3)(b) 120% RULE 1 1. (1,2S x fNVERTER OUTPUT) + MAIN OCPD 5 BUS RATING x 1.20 111 (1.25 x 8,47) 4 150:5 200 x 1,20 FSEC CERTIFICATION STATEMENT: PER FL. STATUE 377.705 , I, MINA A. MA PE# 86753, CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE /�r,;1_3� DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING 0 STATE OF CODE. FBC 2020 Pt 0 R IV Pe 6N EXISTING SQUARED tv AxdIONAL UTILITY 225A SUB PANEL 240 V METER GRID SOLAR CIRCUIT ENPHASE80A DISCONNECTING MEANS AC COMBINER mmm BOX EATON 60A FUSIBLE AC DISCONNECT 90LAR CONTRA91OR 150A CAMERON CHRISTENSEN 15A --------------- CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 — — — - - — -------------- CUSTOMER INFORMATION ROOF 041 7 POWER DEBRA NONNEMAKER - MS120148 JUNCTION I(StIPPLIEUTFOR 15A FUSES AGROUND 8007 WHEAT STONE DRIVE TERMINATION CAP 1 BOX 2 ENVOY) 3 3 EXISTING 200A ZEPHYRHILLS, FL 33540 INSTALLED ON 20A BREAKER (A) METER MAIN 8638538586 PV SYSTEM INFORMATION END OF CABLE 150A BREAKER SYSTEM SIZE (DC): 2.555 KW 7 MODULES: HANWHA Q.PEAK DUO BLK-G10+ 365 7 INVERTERS: ENPHASE IQ8PLUS-72-2-US Wire Tag Conduit Wire Qty Wire Wire Type Temp. Wire Temp. Conduit Derated Inverter NOC (A) NEC Design Ground Ground Wire Gauge Rating Amp city (A) Derate Fill Derate Arnpacity (A) Qty Correction Current (A) Size Type PR03ECr INFORMATION I OPEN AIR 1 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 7 1.21 1,25 10.59 12 AWG Trunk Cable INITIAL DATE: 2/16/2023 DESIGNER: SR - REV: DATE: DESIGNER: 2 3/4" PVC 2 10 AWG THWN-2 75'C 35 0.96 1 33.60 7 1.21 1.25 10.59 08 AWG THWN-2 REV: DATE: DESIGNER: 3 3/4" PVC - 3 + G 10 AWG THWN-2 75'C 35 0.96 1 3160 7 1.21 1.25 10.59 08 AWG THWN-2 THREE LINE DIAGRAM . ........ ............. NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR, PVN03 14� _ s CALCULATOR1. ALL CALCULATIONS FOR VOC, VMAX, IMP AND ISC HAVE BEEN CALCULATED USING THE MANUFACTURED STRING BASED ON F ,: AND EXTREME MINIMUM TEMPERATURE ENTIRE2. THE ARRAY BONDED # ACCORDING .: i# Ifr. - f 6:i. 0 {. Yds Yx# GROUND IS CARRIED AWAY Al. FROM GROUNDING y..# r: BARE eb... COPPER P.... sWIRE is' OR a +.. COPPER i 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT 75°C 7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM EQUIPMENT DATASHEET 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B) 11. PER .* PROVIDE LOCATIONS TERMINALSWHERE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION> SIGN SHALL,; *WARNING - SHOCKELECTRIC F►# r• NOT TOUCHF OR EQUIVALENT. 12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT SERVICE ENTRANCE. 13. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER NEC 250.24(C). 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A GROUNDING ELECTRODE SYSTEM PER 250.54(D). 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA DC. 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW. 20. METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1. 21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. F i-;• z= 1 d • � � i F ; k. 7i � y 24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS * PER NEC ARTICLE t 25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS SECTION OF THE WIRING DOES NOT EXCEED 75% OF THE CROSS SECTIONAL AREA OF THE SPACE. NEC # F y• � ii i. i, � r 1 � # d 28. CONDUCTORS #UIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT SOURCE.• GROUNDING29. ALL ,.* MODULES WILL COMPI WITH t 30. NO TERMINALS SHALL BE ENERGIZED IN THE OPEN POSITION +r# SYSTEM *0 +t it '+'A # : • ' + •+- • a. •ice • •' FIrgitRE 1. ADJUST THE CONNECTOR NUT TO SUITABLE LOCATION 2. PUT THE BRANCH WIRE INTO THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE TWO LAYS OF INSULATED LAY IN THE CABLE,MAIN SHOULD STRIP A CERTAIN LENGTH OF # LAY FROM # END 4. TURN THE NUT BY HAND, • # FIX THE SPANNER.CONNECTOR IN SUITABLE LOCATION. 5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT CONTINUALLY THE TOP PART ; AND DROPPED DOWN all momentum •• CUSTOM SOLAR LLC D.B.A, MOMENTUMSOLAR 902-6224 MOMENTUMSOLAR.COM = M-17 m CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 8007 WHEAT STONEDRIVE .. MODULES:TEM SIZE 555 KW s il Q.PEAK DUO BLK-GlO+ IINITIAL. IDATE: 2/16/2023 1DESIGNER: SR I *' s r