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Home My WebLink About22-3837if of Zephyrhills � 0111. 1119 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-00 37-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date- ;�i, a LTA q.m,;-q FT4 F P P-TI -IT*-] -11 fj i r 35 25 21 0150 01500 0040 1 8039 Broad Pointe Dr Name: TREMAYNE & KEONDA MAXWELL I Permit Type: Electric Service Replacement/M I Contractor: MOMENTUM SOLAR - Class of Work: Add/Alter Residential ISOLAR Address: 8039 Broad Pointe Dr ZEPHYRHILLS, FL 33540 Phone: (321) 247-6073 INSTALLATION ROOF MOUNT PHOTOVOLIC Electrical Permit Fee Building Valuation: Electrical Valuation: $22,680.00 Mechanical Valuation: Plumbing Valuation: Total Valuation: $22,680.00 Total Fees: $153.40 Amount Paid: $153.40 Date Paid: 3/3012022 4:02:58PM $153.40 .. . ..... ... L REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. I risTURY-447A 7 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE XA , I mmpp'a- PEtAIT-OFFICEU : P. j :191TA -9 11111 , TL 6-1 a *& 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permittin 321 247— 6073 a a a a 1 0 a a 1 EX333EXXX X-A x a A 2 Owners Name TREMAYNE MAXWELL Owner Phone Number (321) 2=47-6073 Owners Address 8039 BROAD POINTE DR ZEPHYRHILLS =FL33540 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 18039 BROAD POINTE DR LOT 0 SUBDIVISION ZEPHYR LAKES == PARCELID#1 35-25-21-0150-01500-0040 (OBTAINED FROM PROPERTY TAX NOT Eel WORK PROPOSED NEW CONR F-1 ADD/ALT SIGN DEMOLISH El INSTALLST REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK E� FRAME STEEL k 67r, filfot DESCRIPTION OF WORK k/ BUILDING SIZE L SQ FOOTAGE HEIGHT JE x k 1EIVC 4: C X It It WI 4L x W X: X VILIVALIE E 1EX IE JE XV I JE IE It C X- VIE X 1VX VV V It C IEXV E IVIE 1E ILILIE C V C C It V It 9 X C It I =BUILDING I$ 22,680 i 1 VALUATION OF TOTAL CONSTRUCTION 22,680 SOLAR =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C. ®PLUMBING 1$ ®MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION ®GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER I (Fj�.meron Christensen] COMPANY Solar SIGNATURE L REGISTERED LYl N_J FEE CURREN L_y.LN J Address 6210 ,04offner Ave Ste 100 Orlando FL 32822 License ELECTRICIAN C PANY I Momentum Solar _____L�__E SIGNATURE a rmn z REGISTERED K�FEE —CURREN =N Address 6210 Hoffner Ave Ste 100 birlimdo FL 32822 License # [EC13008217 PLUMBER COMPANY SIGNATURE REGISTERED I YIN FEE CURREN L_y IN L_J Address License # MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEE CURREN Address License # OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN 7_= Address License# RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R--O-W Permit for now construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence installed, Sanitary Facilities & I dumpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans W SIR Fence Installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades AtC Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public madways-needs ROW I I f 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 IMPACTIUTILITIES 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 $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone other than the 'owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'$IOWNEFVS AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida, - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 0 - l:r_lvd N LMIWA 03:1111 h% I:J N031VI-4j, 14 0 111 16111110JU0011 I N11=491:14zi wn I Wdol In I I a I A 0 1 *11111 KOZO] .11 IF11 1011110 FLI 0 LOJ I Z 0 OWNER OR AGENT I I Subscribed and swum to or affi d befo by Who islare personally known to ;?,or has/have pr I . identification. Notary Public No, HH214785 ELIZABETH BRANNACK Name of Notary typed, printed or stamped Notary Public State of Florida A& Elizabeth Brannack MY commission IIiI HH 214785 Exp. 1124/2026 Subscribed and sworN1&4eA%ffianedMfore me this 31=422—by C amPrrm C hristensen Who is/are personally known to me or h sthave produced as identification. Notary Public C4omris,sion No. HH214785 ELIZABETH BRANNACK Name of Notary typed, printed or stamped Notary Public State of Florida Alk EliZabeth Brannack My Commission =fEr 1l1*,= HH 214785 EXp1/24/2026 INSTR# 2022073427 OR BK10582 PG909 Page 1 of 1 03/30/2022 03:05 PIVI Rcpt: 2436782 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit Number. Folio/Parcel ID #: 35-25-21-0150-01500-0040 Prepared by. MOMENTUM SOLAR I Michelle Pimentel 6210 Hoffner Ave. Ste 100 Orlando FL 32822 Return to: —LAQMgNjQ1dj0LAR 6210 .Ave, Ste I QQ Orlando FL 32822 NOTICE OF COMMENCEMENT State of Florida, County of - Pasco The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement 1. Descriptl n 0 L*Srofeg PHASE o U WIV,11?jal d 6 f the BLOCK address If available} 8039 Broad Pointe Dr ZEPHYR ON PHA E 2D PB 82MV016'BLOCK 15 2. General description of Improvement Installation of photo voltaic solar panels on rooftop 3. Owner Information or Lessee Information If the Lessee contracted for the Improvement Name Tremvne Maxwell Address 8039 Broad Point Interest In Propertygwne Name and address of fee Name _NLA__ _ Address 4. Contractor Name MOMENTUM SOLAR Telephone Number 321-247-6073_ Address 621OHoffnerAve .4 L 32822 5. Surety (if applicable, a copy of the payment bond Is attached) Name NIA Telephone Number Address Amount of Bond 6. Lender Name tyA Telephone Number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name NIA Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided In §713.13(1)(b), Florida Statutes. Name LqLA Telephone Number 9. Expiration date of notice of comr unless a different date Is specified) year from the date of recording WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 11, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR MPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTS ON THE JOB SrrE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT VoTtImew COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Owner or Lessee, or Owner's or Lessee's Authorized Ofter/Diredor/Partner/Wriager Signatorys Tide/Office The foregoing Instrument was acknowledged before me by means of.14 physical presence or online notarization, this 9�� day of -0,;1) / 9_Lby _a-em\Iff, MUVVP1 I T- monthlyear name of person as Owner for of utho .'own , car, true a me Ct natu tary PublF— Stdle of Perso, Ily Known — OR Produced ID X Type of ID Producid DL Form oontent revised: 01/01120 L Notary public State of Florida Notary ' " C', "t a a E"anna Elizabeth Brannacl< my Commission I till � HH V4785 M Al6 Xp. 1 1 26 EXp. 1/2412026 M 2 e-4 � E c: = -i5 0 U) I) to 6- 0 Uj(n C: 3 U Mn Q n OD C-- 0 U—Z —C ILo E O Q) �6 , 0 0 � < (Ij 0 Cc 0 �: a- Dol Envelope 11111); 4D5DA3E6-F4AD-4AI6-A5D5-CBD65F48055E THIS IS A COPY The Authoritative Copy of this record is held at naZdocusign,nel V momentum SOLAR SOLAR ELECTRIC INSTALLATION CONTRACT FTremayne Maxwell Customer Name 8039 Broad -Pointe -Drive Zephymills, FL 33540 Service Address City, State, Zip (701) 346-3972 tremayne.maxwell@gmall.com Phone Email Address Duke Enerov Florilfa (orev. Proaress E-terov Florida) Electric Utility Company Kanwha -0 CELLS TEn—V ase Energy 5.04 kW QPEAK DUO I3LK-G10+ 360 Q7-60-2-US System Size* Solar Module Make/Type WAA in ude finance charges. Yousho lender. The terms of any1 1! 1111 Ill I I! I Ill !1111111 1 1 11111111 Fl 11 11�11 Jill I 1201T.11 , - ,I$ i 0 00,11141 Ref e�'ydi "'J''ement with Dividend Finance for a description of your payment obligations, Including your r to ggi --iayment sc ule and total of payments (including any finance charges). TOTAL AMOUNT PAYABLE TO MOMENTUM SOLAR: $22,680.00 Optional Down Payment: $0.00 Upfront Rebate (if applicable): $0.00 Total Loan Amount: $22,680.00 Docuni FL Page 1 of 10 DocuSign Envelope ID: 4D5DA3E6-F4AD-4A16-A505-CBD65F48055E THIS IS A COPY The Authoritative Copy of this record is held at naZ,docusign,nel momentum SOLAR CONSEQUENTIAL OR PUNITIVE DAMAGES EXCEPT TO THE EXTENT SUCH DAMAGES ARE CAUSED BY OUR GROSS NEGLIGENCE OR WILLFUL MISCONDUCT. ;1'', 11111 11�11 P11111 i 111�!! 1 111111111��111 111111p��1111 I 1:1TATO 0 '• MM;b 1.1 L A wZort MUM Severability: The invalidity or unenforceability of an provision of val'idify • •• • any • provisions • thagreement, effect. ago in a court of law. In, Document.24 FL Page 5 of 10 THIS IS A COPY The Authoritative Copy of this rec*Fd is held at naZdocusign.net 0 momentui By initialing here, you agree to the terms of this paragraph: Ds Customer lnitlals:Ef�_ Transfer of Title: The title of the equipment will pass to you upon the delivery of the property, or any storage facility you designate. Until the equipment has been delivered,. you or your agent, we retain the title for the equipment. Go agreement w: This• shall d by and construed ing •e , j verning La be governe t&k"T M.AA %9AW&L#A, a 00 ff� I K-72 tz'-Izi V 164 or use ta A W A 1:3 1" Igo] a ag.-I _Pj;jffj. 7 -r Document.24 FL Page 6 of 10 to I 011M AM 9 lk Zt 01 497 1 THIS IS A COPY The Authoritative Copy of this record is held at na2,docusign.nel momentum SOLAR 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 attached notice of cancellation form for aq explanation of this right. WMEM•� Docuftned by: J-M*A�� Atx;�-Wtu 03/17/22 - in aiwell Date ti Ly P en "M "'M " 5 t "G 11 Document.24 FL Page 7 of 10 DocuSign Envelope ID: 4D5DA3E6-F4AD-4A16-A5D5-CBD65F48055E THIS IS A COPY The Authoritative Copy of this record is field at na2,docusignmel momentum SOLAR Notice of Cancellation You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAY from the above date. I If you cancel, you must make available to the seller at your residence, in substantially as when received, anygoods delivered to you under this contract or sale, or you rilay, comply with the instructions of the seller regarding the return shipment of the,qp' at expense and risk. �h MEW Document.24 FL Page 8 of 10 DocuSign Envelope ID: 4D5DA3E6-F4AD-4A16-A5D5-CBD65F48055E THIS IS A COPY The Authoritative Copy of this record is held at naZdocusign,net momentum SOLAR Notice of Cancellation You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. # #too EM Document.24 FL Page 9 of 10 DocuSign Envelope ID: 4D5DA3E6-F4AD-4AI6-A5D5-CBD65F48055E THIS IS A COPY he Authoritative Copy of this record is held at na2,docusign,nel 0J ) momentum SOLAR Attachment I Mandatory Liability Insurance Obligation The Florida Public Service Commission, pursuant to Section 120.54, Florida Statutes, has adopted Rule 25-6.06 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 liabilit 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. I Your local utility has interpreted this to mean that, in order to interconnect your solar generation s steUt e local utility grid (and for it to function and provide you with the electricity it generates), you will hao pride roof that you have $1 million of general liability insurance as part of the application for or intereoNr ions, *th their system. By initialing here, you acknowledge that you understand the terms of ""'J", I agrap irrfWa 'glio r hll� tic p", '79 W if you fail to provide and maintain proof of this insurance: 10 N 'g 's: ,g llh"'`itsq\la" "N' Alternatively, an owner of a Tier 2 renewable gener# -ins gion syster� is I million if it can demonstrate to the utility that the owner has suffici 11 financialmecover a potential $1 million obligation. As part of the interconnection process, yout'j,, ' I ity will let you ki vv what information it needs from you to make this determination and the timelmr s germination. Document.24 FL Page 10 of 10 INSTR#2022088525OR BK10596 PG2307 Page 1 of 1 S/H 04/20/2022 12:20 PM Rcpt: 2445274 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit Number: Folio/Parcel ID #:35-25-21-0150-01500-0040 Prepared by _MOMENTUM SOLAR i KYLA KEEN 6210 Haffner Ave. Ste 100 Orlando FL 32822 Return to: MOMENTUM SOLAR 6210 gdando FL 32522 NOTICE OF COMMENCEMENT State of Florida, County of -PASCO The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) ZEPHYR LAKES SUBDIVISION PHASE M G PB 82 P_062 BLOCK 15 LOT 4 / 8039 BROAD POINTE DR 2, General description of improvement INSTALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP -- 3, Owner information or Lessee information if the Lessee contracted for the —impro—vement- Name TREMAYNE MAXWELL Address 8039 BROAD POINTE DR ZEPHYRRUS-FIL 33540 Interest in Property OWNER Name and address of fee simple titleholder (if different from Owner listed above) Name_t,,LA_ Address 4. Contractor Name MOMENTUM SOLAR___ --Telephone Number 321-247-6073 Address 6210 HoffnerAveStp inrindw ' i ? - do�FLAZ�22 5. Surety (i applicable, a copy of the payment bond is attached) Name N/A .—Telephone Number Address Amount of Bond 6. Lender Name - NiA Telephone Number__ Address.7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name - N/A Telephone Number_____,__ Address 8, In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name__NjA___ --Telephone Number Address 9, Expiration date of notice of commencement (the expiration date will be I year from the date of recording unless a different date is specified) 10/20/2022 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT RESULT IN YOUR PAYING TWICE FOR IMP VEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB S BEFOREZIEF ST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER 0 ORNE E,ORE C NG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. / 6zj,� F, OWNER Lessee, or 0 1 er's or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office Signature of er ie or =* -'s Au I. The foregoing instrument was acknowledged before me by means of hysical presence or online notarization, this 20 day of 04/2022 by TREYMAYNE MAXWEEL monthlyear game of person as for Tyce cf autho ity: owner fficer, trustee, attorney in fact Name of party on behalf of whom instrument was executed ELIZABETH BRANNACK Print, type, or stamp commissioned name of Notary Public Personally Known OR Produced ID X Type of ID Produced DRIVERS LICENSE 9Z0Z/',ZA Axg 81-ttZHH 3jqAyy W"jj Form content revised: 01,01/20 uo!s9slujwo N ppol 41eq-111 glary Public State of Florida -j JO Sle;S ollqnd AivION E112411beth Brannack IN myH 214785ommisslon EX , 1/2412026 . w SYSTEM INFORMATION INVERTER ' c # r ` < SYSTEM1II ROOFTECH ! CLICKFIT RAIL RACKING # 1 L EDITIOR ZUZU FLORIDA FIRt FKt'Tt1,1 I IQUI UUL)t, [ItC ZUI/ AUID ALL LOCAWL�; ORDINANCES. SOLARROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE # . ! ! SPEED (MPH) i TOPOGRAPHIC EFFECTS SPECIAL WIND REGION WIND BORNE DEBRISL_CLIMSEISMIC DESIGN CATEG i 1 WINIt EXPOSURE CATETORY TABLE R301.2.1.3 WIND SPEED CONVERSIONSa EL mein For SI: 1 mile per hour = s t a. Linear interpolation is permitted. 1 i rf WATT MODULE f # [ (SEE DATASHEET) COVER BILL OF MATERIALS I INVERTERS L-FOOT ATTACHMENT E , II�� . ■I MLA y I R BOX ENPHAS COMBINER A O IIIM'i�A FUSIBLE A DISCONNECT # BREAKER 'Ei 0 momentum0 •• CUSTOM SOLAR LLC D.B.A. .A. MOMENTUM 0884" 02-6224 s, r s • �I#� �I� �' E # t I ! �` .. ;III • CAMERONCHRISnWSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5720 MAJOR BLVD. SUITE 307, ORLANDO FL, 335i9 ® ! ► r * # # #• #i # !# t f PER MODULE INSTALLATION MANUAL 4ELZ 4 SECTION A -A 1,57 1 1 —T— FRONT VIEW L-FOOT I M [38,0] 2.76 [70.11 --q — SIDE VIEW L-FOOT CLICKFIT COMP SHINGLE ow, , xx-xx—x—X—X—xx---1 RT-MINI is suitable for mounting any rail system with a conventional L-Foot. Dual bolt design, M8 or 5/16" for L-Foot & 1/4" for EMC 1CC QOs"""") ICC ESR 3575 Engineered to A. -'-'TM D 1761 fSWI�—J T—t V,.tWdl �., �.st — . W-1) Components RT2-0eIBK PAT I PENDWG JV� MINI base: 20 ea. Screw: 40 ea. Extra RT-SuM:10ea. 00orw Rem 5 X 60mroi NiMs" � (RT2��): IN _J8.9 51W Na. 1�11 —dwx a 1A 10-At. RT-B.tyi is Roof Tech's flexible flashv`9 used in 700,owl fesid�toi PV syMemsVI the IaM 24 yeam 11 is V" firsi P`Vmciuntlng syMem wfth Hexible Rastww csrhtwd by the Icc, MeW R�hing Retrofit FIeWe flastift Stiedding water? 100% Waterproof FSR-3575 AS Dimensions in (mm) 31/2190) 2 (50) Lo ga Rafter installation t PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 32S HIGH STREET, METUCHEN, NJ 08940 (732) 902- MOMENTUMSOL6224AR.COM I r— PROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAM BLVD. SUITE 307, ORLANDO FL 32819 8LK-G10+ 360 [�fm K " I ' lei; W; V t a 19: a W I N I K 2 W D-E lei W4 1MON 11 alfria 911 SCALE: 3/32" = l'-O" ROOF PANEL COUNT TILT AZIMUTH SHADING LANDSCAPE MAX SPAN I PORTRAIT MAX SPAN LANDSCAPE MAX PORTRAIT MAX (ROOF AREA 1/2/3) (ROOF AREA 1/2/3) CANTILEVER CANTILEVER Ill 14 18* 116* 100% 48 /32 /32 48 /32 /32 16/10/10 16/10/10 M ff'jAlTz-lf*-T-1 �5� ulf1pWA 10001� 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. SQFT SQUARE FOOTAGE OF SOLAR ARRAY:270.12 SOFT momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 32S HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAILCOM PROFESSIONAL EUGIVEESING A 0 S7177 OT' PrAcrWrA-GE 4ir-lft-AA MOMENTUM SOLAR 18" RIDGE SETBACK SHALL BE REQUIRED 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 59TA =#Z SYMBOL LEGEND TREMYNE MAXWM II ELL - MS96991 8039 BROAD POINTE DR MAIN SERVICE PANEL ZEPHYRHILLS, FL 33540 7013403970 SUff-PANEL SYSTEM SIZE (DC): 5.04 KW 14 MODULES: HANWHA Q.PEAK DUO IBLK-GlO+ 360 14 INVERTERS: ENPHASE IQ7-60-2-US BOOY-1 NEMA 3R X W/ ENV MIN 3'x3 GROUND ACCESS POINT WIN# ROOF LAYOUT 0 PITCH DIRECTION L MODULE MAKE 1�-.Tnlkvwr_'� • 11 --- ---- - I Q.PEAK DUO "L -G2# 60 OPEN CIRCUIT VOLTAGE _MPP VOLTAGE S__H_OIR_T_C1_RCUIT_C_URR_EN_i MPP CURRENT NUMBER Of MODULES UL1703--CO--M--P--L-I--9-N-T------ INVERTER RATINGS VOLTAGE DROP CALCULATIONS FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE INVERTER MAKE momentum SOLAR IF BRANCH TO J-BOX PRO CUSTOM SOLAR U.0 D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08840 (732) 902-6224OLA MOMENTUMSR mNAL ## M PROFESSIOm=== ENGINEERING NEC 705.12(B)(2)(3)(b) 120% RULE (1,25 x INVERTER OUTPUT) + MAIN 0CPD5 BUS RATING x 1.20 (1,25 x 14) + 150!5 200 x 1.20 FSEC CERTIFICATION STATEMENT-. PER FL. STATUE 377.705, 1, 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 DESIGNED AND APPROVED USING THE STANDARDS CONTAIN! IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING BRANCH CIRCUIT A CODE. FBC 2020 14 MICRO -INVERTERS EXISTING SQUARE D UTILITY 225A SUB PANEL 240 V METER MAIN BREAKER: 150A GRID + + + SOLAR CIRCUIT ENPHASE80A AC COMBINER DISCONNECTING MEANS 150A BOX EATON 60A FUSIBLE AC DISCONNECT 8 50A 20A ROOF I OA/1 5A BREAKER J_PbW-ER JUNCTION (MANUFACTURER 20A FUSES 'T GROUND BOX SUPPLIED FOR f TERMINATION CAP 1 2 ENVOY) 3 3 EXISTING 200A INSTALLED ON 20A BREAKER (A) METER MAIN END OF CABLE 150A BREAKER Wire Tag Conduit Wire Qty Wire Wire Type Temp. Wire Temp. Conduit Derated Inverter NOC (A) NEC Design Ground Ground Wire Gauge Rating Ampacity (A) Derate Fill Derate Ampacity (A) Qty Correction Current (A) Size Type I OPEN AIR 1 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 14 1 1.25 17.50 12 AWG Trunk Cable 2 3/4" PVC 2 10 AWG THWN-2 75*C 35 0.96 1 33.60 121 1 1.25 1T50 08 AWG THWN -2 3 3/4" PVC 3 + G 10 AWG THWN-2 75°C 35 0.96 1 3360 14 1 1.25 1750 081VAIG THIN -2 MAX OUTPUT POWER UII OPEN DC VOLTAGE 3-81OX TO LOAD CENTER NOMINAL AC VOLTAGE# LOAD �.NIIVIVAIIII TO AC MAX AC CURRENT DISC ONNECT III Mull pVlf '�III�AC CE �IIC INVERTER EFFICIENCY DISCONN7ECT TO INTERCONNECTION NUMBER OF INVERTERS L1703 COMPLIANII IIII SUB PAINEL #OF MODULES='THIS-S-Ox—AR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 BREAKER SIZE FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL CODE 14 ENPHASE IQ7-60-2-US MICRO -INVERTERS CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA)OR BLVD. SUITE 307, ORLANDO FL. 32849 1 CER INFORMATIO USTOM1 MAW. 4=1*110 BLK-G10+ 360 • CALCULATIONS1. ALL #` VOC,AND ISC HAVE BEEN MANUFACTUREDCALCULATED USING THE STRING CALCULATOR BASED ON xr 2% HIGH AND EXTREME MINIMUM TEMPERATURE 2., THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM GROUNDING6 BARE COPPER OR COPPER 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT EQUIPMENT7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM DATASHEET 8. CONTRACTOR '• 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) TERMINALS 11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE OF DISCONNECTING MEANS EQUIVALENT.ENERGIZED IN THE OPEN POSITION> SIGN SHALL READ *WARNING - ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS - OR 12. ` NEC 705.10, PROVIDE A PERMANENT PLAQUEOR DIRECTORY SHOWING POWER • SOURCES ON SERVICE ENTRANCE, 13. INTERCONNECTION •i SHALL COMPLYf 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS COPPER. NEC 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER EQUIPMENT17. `• #ING CONDUCTOR IS CONNECTED TO GROUNDING ELEC••i f 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS (IPC). MAKE, MO# i RATING INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW. 20. ti OF • # UNRESTRICTED21. UTILITY HAS 24-HR ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS f s f 24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE 3f f SECTIONO—P5. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS OF DOES NOTOF '# SECTIONAL A OF • ALL GROTADIAGi+ !TPL"-TT **f47�A) IN THAT THE AC MODULES WILL COMPLY WITH 250.64. 30. NO TERMINALS SHALL BE ENERGIZED IN THE OPEN POSITION IN THIS AC MODULE SYSTEM 690.13, 690.15, t*f • •• • # • f •' `# I VOLTAGE Emill � R111111 N II --CONDUCTOR RATING * ♦ a 11^A �I I• u * •I �I I;I II I` �W fll IfTFM u! c *f! , I`krII`, R x tjff'fflglvilE ADJUSTFIGURE 1: 1. # # SUITABLE LOCATION 2. PUT THE BRANCH WIRE • THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE TWO LAYS OF MAIN CABLE, SHOULD LENGTH OF # LAY FROM INSERTED END 4. TURN THE NUT BY HAND, AND FIX THE CONNECTOR LOCATION. CONTINUALLY5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT THE •' PART IS CRACKED AND DROPPED DOWN momentum SOLAR RCUSTOM SOLARD.B.A. MOMENTUM 902-6224 PROFESSIONAL ENGINEERING II CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAIOR BLVD. SUITE 307, ORLANDO FL. 32819 BLK-Gl0+*t # «f R Daniel W. Dunzl*k Architect LEER -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign*comeast.net March 28, 2022 Re: Proposed Photovoltaic Solar Panel Installation Tremyne Maxwell 8039 BROAD POINTE DR 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 Architect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof framing is constructed of 2"x4" wood trusses @24" o.c. spanning 19' 7" with a top chord length of 20' 7" with intermediate supports at 1/3rd points, making the effective longest span equals 6' 11 " with 1/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf. overall to the roof. The existing structure is sufficient to support the new loads associated with the additional weight & wind resistance. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof L2e: Shingle Fastener Max Spacing (in.) Attachment SXstem: "ROOFTECH"O"RT MINI 11" & "Ecol'asten' Click Fit® Attachement Systems Wind Zone I Wind Zone 2 Wind Zone 3 min. 5/16" x 4" long stainless -steel lags with a min. Fastener Info: 48 32 32 embedment of 3" into the rafters 3, Solar Modules shall be UL-1703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warranty. 5. All aspects of the installation shall comply with the Florida Administrative Code, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations. If you have any questions relating to this matter, please contact me at your earliest convenience. Thank you. Daniel W. Dunzik, RA. LEED-AP FL. Lie. No. AR98795 A r] -Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign*comcast.net March 28, 2022 Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-16 Dead Loads = 10 psf + 2.6 psf (new solar panels) = 12.6 psf Roof Live Load = 20 psf Ground Snow LoadiLive Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-16, Equation 29.4-7 Using an effective wind area of 10 SF, external pressure coefficient from Figure 30.3-A-1 Zone I = -36.5 psf Roof Slope = 18 degrees Roof Mean Height = 15 ft Zone 2 = -47.4 psf Basic Wind Speed = 140 mph Zone 3 = -54.7 psf Exposure = B Per section 2.4.1, ASD combo = D + 0.6W: Zone I = 2.6 psf + 0.6(-36.5 psf) = -19.3 psf Zone 2 = 2.6 psf + 0.6(-47.4 psf) = -25.8 psf Zone 3 = 2.6 psf + 0.6(-54.7 psf) = -30.2 psf Check Attachment to Wood Truss Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone I = 48" o.c. max Zone I = (48" o.c. max)^2 / 144 = 16 SF Zone 2 = 32" o.c. max Zone 2 = (32" o.c. max)^2 / 144 = 7.11 SF Zone 3 = 32" o.c. max Zone 3 = (32" o.c. max)^2 / 144 = 7.11 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 19.3 psf x 16 SF = 309 lb < W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS) Zone 2 = 25.8 psf x 7.11 SF = 183 lb < W', OK Ct = I (Table 2.3.3, 2015 NDS) Zone 3 = 30.2 psf x 7.11 SF = 215 lb < WI, OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in. xl.6 x I = 1276.8 lb 0 1� DUG THE IDEAL SOLUTION FOR: 69 Rooftop arrays on residential buildings BREAKING THE 20% EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout A boosts module efficiency up to 20,9%. THE MOST THOROU13H TESTING PROGRAMME IN THE INDUSTRY Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new �Quality Controlled PV" of the Independent certification institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti 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 bads (4000Pa). A RELIABLE INVESTMENT BAH Inclusive 25-year product warranty and 25-year linear performance warranty2. APT test conditions according to IEC / TS 62804-1:2015, method A 1-1500 V, 96 h) 2 See data sheet on rear for further information. Engineered in Germany 0 (01ELLS MECHANICAL SPECIFICATION __ _ - __ _.. n _ m _ ___.. _._ __ _ _.. __ _ _ __ - 1717 mm x 1045 mm x 32mm (including frame) ..... .._. -- -vvmm :[ p 19.9kg c - v 3.2 mm thermally pre -stressed glass with anti -reflection technology 4x6ra ei PU iN 5-1 ,,.: e ti.<v, , Composite film usomm w Black anodised aluminium aa2'emm e, 6 x 20 monocrystalline Q ANTUM solar half cells ® oasmm w,nc , ., n . 53-101 mm x 32-60 mm x 15-18 mm Protection class IP67, with bypass diodes ,�-El uaomm 4 mm2 Solar cable, (+) z1150 mm, (-) z1150mm (I1ETAI,A) e.Ordnege M1ukJ e=� cr,ar St&ubti MC4; IP68 T ....... ._... ___.. ...._.... ..... _. ....... ...... � � J2mm PETAAtA /��-r� 2L26mm= �/..4.B.Bmm ELEGT IGAL CHARACTERISTICS POWER CLASS 360 366 360 365 370 0 NIf5.., > o- , fNC r, 5:.r t_ xCST ,. €,'1 D Er tc) r„ s., - .' lI SsvER fO1,FPA < ,. W I ,''a"�rb. .-..,...-.-._ __.. ,. __..,,..... ._,...-..._.,..,w.__w..w __.. . �.- ......_.,.... -------------- .. .� .,_....,_.. ._....... .._-: ......-..- _--- .._ ...,_ ...__-.,........__._....___m..._.._,..._.._.........._........ ........._.,_.._ ,,, rc,PMn (W] 350 355 360 365 370 m . _... _ _..__. - _ v,,. a ..,: 6 [A] 10,97 1100 11.04 1107 1110 _ _...-.. _ .-_ . ..., __..._...._,._-_ ., .. _ __...._. .._ _... ._.. _. s` c Vor IV] 41.11 41.14 41,18 41.21 41.24 I-1 [AI 10.37 10.43 1049 10.56 10,62 e t _VmrF IV) 33,76 34.03 34.31 34.58 34.84 ___... ._...._, M._. __.-. w._ _.. _._ . .. n (%] 219.5 z19.8 z201 2t20.3 z20.6 ae1 i', PM,h (W] 2626 266.3 270.1 273.8 2776 ___--------- _.._. _. _. [A] 8,84 8.87 889 8.92 8.95 _- _ _._ _ t. _a'vr. Voc [V] 38.77 38.80 38.83 38.86 38.90 a; "> I.-, [A] 8,14 8.20 8 26 8.31 8.37 _. __... , ,. _._� ..,..... �. _.. _. _ _- __ _. - _-__ V- IV] 32,24 32.48 32,71 32.94 3317 _ __....... . _ ._.. _ -..._.,. __. _.- _. 'Measurement tolerances Pnrrr -3` , Isc. Vcc s5% at STC.1000 W/m2, 25_2"C, AM 1.5 according to IEC 60904-3. 2800 W/m2, NMOT, spectrum AM 1.5 - ........... ...._.... __..- . _,,.._. ,_..,,__._ . --.-.__ ... .........._. ---------- 1-1 ,._......_... ___..... �... ..__.., __.._...... ...-,._ Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE w - ocEs JJe --r----- r----n----r------ At least 98 %of nominal power dui- Ing first year. Thereafter max. 0.5% u ------ ------------ --- degradation per year. At least 93.5 / `q - - t r of nominal power up to 10 years. At.„.,-- least 86% of nominal power up to k q s w -------- i i 25y®aes. � __r_____r_____r_____r_____.i i All data within measurement tole'- G� ances. Full warranties in accordance w with the warranty terms of the Q CELLS sales organisation of your A u Ao a respective country. Typical module performance under low irradiance conditions in comparison to STC conditions {25 °C, 1000 W(m'}. TEMPERATURE COEFFICIENTS np a...,'. .c>i Mof a [%/K] +004 e "fmu io .ion, to„V [%/K) -027 y [%/K] 0,34 .'\'o r, .,a>M_ouleCT; n..g ir..�ip rlture NMOT [°C) 43a3 PROPERTIES FOR SYSTEM DESIGN V1ax .i r Sv tt ,. Vol ,.,.:., IV] 1000 P module c l c. i c n Class It ... . .. ,_,_..... ,....._, _. ...m._... --_,. .._ ._.._. .__.-..._..m_._.,.._..� __._ ..__._.. --__- ' :w .i t�,. ,< , i_ . e.. [A] 20 1, s.."" :u,..-sc c.,` on AN I,` ..-�.....: 30 -._C/TYPE 2 irr,: o , ,, ;,.a,Pus,/N-di [Pa] 3600/2660 t n?.ea P0od,_1e _o t r7c ,. u,o --40'C -+85'C <, ,. ,'uk. -._......�-...a.._._.. .. _. ... _..[Pa].-._..__5400/4000 ), C:r e.ci ^�r.e.a. 'y QUALIFICATIONS AND i E TIFIGAT F Quality Controlled PV -TOV Rheinland, IEC 61215:2016; IEC 61730:2016, This data sheet complies with DIN EN 50380. QCPV Certification orhi-g. wiiiisp2n Nets: 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. Hanwhe Q CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Woten, Germany I TEL +49 (0)3494 66 99-234441 FAX +49 10)3494 66 99-230001 EMAM salespq-celts.com I WEB www.q-celts.com ff- Engineered in Germany CrEn L L S a Sheet Enphase Microinverters i is r o i n vea- iirt. 9i To learn more about Enphase offerings, visit enphasecom The high-powered smart grid -ready Enph,ase, IQ 7 Micro" and Enphase IQ 7+ Wcro" achieving the highest system efficiency. Part of the Enphase IQ System, the 10 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyEnphase IQ Battery", and the Enphase Enlightenmonitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry -leading warranty of up to 25 years, • Ughtwelght and simple • Faster Installation with Improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014 & 2017) • Optimized for high powered 60-cell and 72-cell* modules • More than a million hours of testing • Class It double -insulated enclosure • UL listed frequency ride -through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) TTLIT-7-mm ENPHASE $1 En phase IQ 7 and IQ 7+ Microinventers U IS K17PLUS-72-2- PIS / WIPLUS-72-9 -US V" 61 zo RV mucus MY 65MR aK 75CM Fna MOMW-,, to" own "Mwg now 27 V - 17 2"v-45v coyavnq anq," 16 V 48 'v 16 V 60 1-1 MMAAV man vlwyn 22 V: 40 12 60 V max DO shoo c4cul wuvwt Ono =9 Wal 15 A 15 A Ovenulagc -now DO :nql PV m7y . m ttano RN 1 ungmundeo an, No HdWm; K M pmM"n A && praomow mwkn m" 2M per KmO rnmu!', OUTPUT DATA (AC,, IQ 7 lalBcoinveroer M 7�- hAtcroinverter 250 VA ?Q5 Vyl 0 ananxUS nOMW pawn 24C Va, 290 VA, NOMM. Al � WW!NWqWM":' 14W a,; 208 V 240 y,2"""""B V'� VINA V %Q9 V 2IE264 V 183M V ! 0 A 1MOV! 1 M A (M V! 1 21 A P40 V) 39 A ,,20B V) tommy f"Meny 5 11 K" 60 Hz Exanded 47 bow 4� 6S W, coq �cuzl t,,aw', r w ren't,,wvr 3 "'y F o - S looms vam—wr k M? Per 25 4 U U bamh Ono, (2410 VA`,,,} l," R', V A,,,,) 13 ',2 4 0 V )8AAC,� Marn"rge clso AC iwi', W M A; pol Mckhed nTwl' 01,111, 0 A Wr", _Wer' "ooJust-,"a 0 7 WMwQ 03 KgWng 0.7 hading (17 WggMg E" W We CY @No V @20S V @240 A 'yon V Peak CEO Wolawy vs A 97 h % 90� W F 'P, ave, lgpf� ed 470% 970% 970% WM% P4ice{ "MAtIMUCAJ, OATA AMM't on,owaule 40010 '651"" Ron, NW on MN"" 4% to 101% (wodanoirg'. �'�Q) 7'60v S ( US, �;S, :,,I& M Arvom6 H4 XX W& Wlinnd TMX-5 ada;ne:'� WMCAN opt OnT , I i e,,,) 0 �,' F' V2, No C 4 , n le r na 1, e a t,� 1 e) HapUns for rmAules YAT MC d or U7X cornwors loy U _X� od5,, r D knan nw- S (AN I V 0: 212 now a 170 mn, x M2 nim (wNh"! Ql, 1 08 kg (W 1h; Nf v �"'onvoy:N":m N'c, fa'o', hnv. sw, " Von H comson resmant polmaric endosme FrwronawaM cawgooy i LOV anoposwe rathg WMA lype 5 1 ,Wvox" MATURES CWWUMron f", a w -�,, I n e (,i, r n i i n r, I :Pt-' . MOMM"r, MpWn Mwnw wW MWmWqm mwRonn oMW& Both uplans mquke matallalkn of an EnoNse 10 Mao% D sconW.Nq M"n,' its At =0 DC wannWws have h., ewluaWd me "Wme"y U kv we M 4e KWQMaK' Ann"em reqwnrl Y W 591" OL 621011 !A 17401TE050 SM"a" 0 Ms % TEYMM CWm 8, My nrMun; z UL 11med a"" PV Rapod 1'3huDoo!", FqUMMWj wd cwhxms wA PACATIO wo PBCI07 %W5r, 690 12 apd 522 11015 RWP 64018 Rapid ShuWown of PV SyMew Ar AC end jC =Gwlms wAn mmand a=m0mg mwWoower 5 mowcbws I No mom" MAC Mw &to 0, conny4% C&OUM. M' 0 Nwn e Mye CW h"WWd" hey— A "Mom 3 MM"o Q 1M owly -�a' ,, lolo'n"� "�'�j r�,n,,ews,��d,,,�' na To qurnom of —Tymnwws Pw Wrm r yon am� 1"o ieE-,' n-,,(O(-,,ab,-nA Enamse Ofurtgs, vkh'. enphase,corl"k ENPHASE 0 2018 Friphase Energy. AN rights reserved. AN trademarks or brands used are the property ofEriphase Energy, Inc, 2MITOST4 Enphase IQ Combiner 3 (X-1Q-AM1-240-3) LISTED To learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3'" w1th Enphase 10 Envoy' conso"dates interconnection e.rquiprnen, in'to a single enclosure and streamlines PV and stolrage installations by rcv i?iding a consistent, pre -wiled SOlUtion for residential applications. it offers Uo i0 fot.'v Dole hr)PUi c,ircuits and Eamn BR sel,ies bUsbar assemb;'�y, Includes IQ Envoy for communication and control Flexible networking supports Wi-R Ethernet, or cellular Optional AC receptacle available for PLC bridge consumption monitoring Reduced size from previous combiner Centered mounting brackets support single stud mounting Supports back and side conduit entry w,2-j r 2 4 PAG 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 IQ Combiner 3 MODEL NUMBER IQ Co-nhire,'3 X-IC;-AMI-240-:i iyi Combmer 3with Friphase 10 Envoy"pridled" l-ircuit board for integrated revenue grade PV prisductmn motering {AN;SI C12 20 +/- 0-5%) and ciptional" consun') I P�ion monitoring (+ �- 2,5%), ACCESSORIES al.nd REPLACEMENT PARTS Enrinase Mi,bilp Cxnriecl` C1,11MIDE)EM-03 4G 12-ye ar data plan) Phis and ploy indUatnai grade (,-,ellular modern wmi data Dian to,, Systems up 10 60 CL Ej MODEINA-011 QG 5-yeat daia plant le (Availabin the, US, Canada, Mexico, Puerto Rim and the US Virein Islands, 4 u"v�iPre�Ie,o s a i ns+CELLMODFMo'((,tazsdLTEMiYeacaltowteeua n a a t i a n a r e ri CT CT-200-SPLi I C' it C U 1113 r 0 a K 0 S BRK V)A 2 24C RRK-15,4-2-240 BRK-'-'0A-2P-240 EPLC-01 XA-PLUG-11121) 3 Xv PNV-F)CBA-3 ELECTRICAL SPECIFICATIONS R@tInq SV1SZeiT- V,11U,1gC Eritvmn 9R serlez h,,�SDZr TaMnq Vax, confinUOUS ct,rronl ra,,ing (output to gr,d) N0,ax, fuse rrcir(njit ranng (ojtput) B, anch circuits (sciw anc/or storage! Miss, con tirusus c'-urre"t'otmg Orlpijl f-cm IPA) Nyax, Icta, rn ancn circuit breakLratmq (tripuq1 I I Split (.,,oie cunerttransfmr-ncrs enable vdnole horre consurnpUcin Motering 2,5y," Suppo,ts Eaton BR270, BR215, 13R220,13R230 BR240, BR 5.), and BR260 circuit breakers C, --uit tneakpr�2 rmipIDA, Eaton RP'10 Circuit breaker, 2 pole, 15A. Eaton BR215 Circuit breaker, 2 pole, 20A, Eaton EBR220 Poover line carrier (COMI-91Urlicaflon bridge pair), quantity' Accessory receptacle. for Power une Carrier in !Q Combiner 3 (reoUiredfor FPLC 01) Qepocwnent 10 Envoy printed circuit board (PC 81f for Combiner 3 Col%nvous duty 12"'/ 240 VAC, 60 Hz 12Q A ('r 5 A 90A UP W f0Ur 2-noie Eaton BRaerros Distributed Generation (DG) breakers only (not includes) b4 A 89roof distrtb. tec generation / 910,Awith (z Envoy hre3ker incirofed lumducfionNaetevines; CT 201) A solic core pre-installod anri wired lc) IQ Envoy MECHANICAL DATA D i i in (z., r 9 i on s ON x H x D 49.5 x "'7 5 x 10,8 cm, 19,53" x 14 r." x (- tS3 Hegh t is 21 06' (5 3 5 cm st il, h mounting bra cke's", 'Aleigi"' 7-5 k 11) 5 1 ll s', Ambier� - 40 C o + 4 (-,,' C, ( 4 0 to 115 �' F Natnrai cone stun, Plus neat shielc Friclosune Outdoor, NRTi--cerlified, NEMA type 3R, polycarbonate construction 10hre sizes 20 Ato 1-0 A breaker mputs, 60 A breaker branch input: 4t,)'Ii".,,AWGcc,,ppe,,coni,;ctor-s Mair,iisgcory,hinedoi-itptit 10 to 2/0 AWG copper conductol's Neurrial and ground, 14 to 1/0 copper conductors Ak,cay,-, follory local code reattire merits for conductor sf7ing, 4intude To 2000 t-T,oters (6,W) feet) INTERNET CONNECTION OPTIONS integrate,cl Ati. F 8f)2 11b"7�/n Ethcni-w-, Owtorial, 8'j2,3, Crr'or Cat 6) i" I P Ethernet cable (not inckilded) Cei'rdir Optional, "E�-l-NIODEM-O' t"',G) or CELLMODEM-03 y4G) or CELLMODEM-Ni (4G bases JE-M) knot mciudec) COMPLIANCE C,rmpliimce, Conibl-,r�, ' 1JL 11 741 11 CANLICSA C22,2 No. 1071 47 -C"R, Part 11. Close R, 1CFS 00" Production metering, ANL'�i r112,20 accuracy class 0.5 (PV prodi0orn) Ccr,pliance, IQ Erivcy JL60J601-'/CANCSA22 2No 61010-1 ' Consurnnfion 1,; fo Cni-'na-re Storaige syszernns TO iearn nricriie about Diphaqe offerings, visit enphase.com 'IENPHASE il) 2018 Enplisise Friergy. All eights reserved. All trademark, or a,ands in the document are reg saired by',heir respec,ive owner 20^ 8-09-13 %-1*4 Call more :► • 06 tapping 1/4" Hex Bolt screwEasy Flat lip for i PV Cable /Hex Bolt * i• RM bottom -' 1p Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wopd) A Components RT2-00-MINIBK PAT - PENDING Optional item 5 x 60mm Mounting screw (RT2-04-SD5-60): 100 ea./Bag 5/16" Hex bolt, washer & nut set (RT-04-BN30SL-U$): 100 ea./Bag RT-Butyl (RT2-04-BUTYLT): 10 ea./Box RT-Butyl is Roof Tech's flexible flashing used in 700,000 residential PV systems for the last 24 years. It is the first PV mounting system with Flexible Flashing certified by the ICC, Metal Flashing Retrofit Flexible Flashing Dimensions in (mm) ;3 0 0 31/2 (90) �R 2 (50) 0 0 F---7 0 —2 L Rafter installation Deck installation P.E. Stamped Letters available at-.roof-tech.us/support FLU01RIIDA BUILDING CODE COMPLIANCE 1011MIXAMI "Iffifflo][9 �# �to � OHMA181,14a 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. k WIM 4 ;Adis YEN 1 [41211 RI Racking UL 2703 (Supplied by EcoFasten) nnJ moie f(�cen hp Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 17urai a�waci I Waterproofing/Flashing per NRCA & FRSA/TRI (Florida) guidelines (Supplied by EcoFasten, when applicable) i Florida Product Approval Miami Dade NO EcoFasten, For Installers. By Installers a1�11112 Ecol'asten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-10 and QB-1 as shown below. 4 GF-1, GF-10 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an Ecol'asten compression bracket, a watertight seal is created, maintaining the integrity of the roof. NOW =- ClickFit L-Foot Cry joacitZvARepBart OZ29,2021 GF-1 Installation Manual Florida 08.11.2021 v2,0 p"EcOasten, For Instatters. By Instatters, EcoFasten I Page 3 QHB~1 QB-1 uses a super strong base that can be used on composition shingle, tile, shake, slate, metal shingle, and low slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can be installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. �� H�m� �� . For Instatters. By Installers, annsmcn | Page CLICKHT", ClickFitO is one of the fastest installing rail -based systems in the industry. With its click -in rail assembly, the rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools. The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity. � ClickFit UL 2ZQ162prLoqyvfegdllnEsSta�llation Manual Version 07.06.2021 v2.5 � ClickFit LPL 11 roved Addendum 06.07.2021 v1,1 � ClickFit Master Letter LertiLication 04-15.2021 IM1111111111, 119 EM31115,111111! I! 1 111111,11111 � IIIIIIANION" EcoFaste n, For Instatters, By Instatters, EcoFasten I Page 5 GF-1 CUT SHEETS A F— GF I PA$MNC, GLV 5LK 8X j ... ................. A j. GF�l FLASHNGGLV MIL M21 - ,- -- ---- -- ------ WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 , �EcoFcisten, For Installers, By Installers, EcoFasten I Page 6 ....... .... . .. .... .... .. ......... . . ............ ... . -IA,�l . . ..... . ... ........ a 8 AS E B A I ---A 3017015 QB-1 EPDM COLLAR BLK 1.25" STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 41 EcoFasten, For InstaRers, By Installers, EcoFasten I Page 7 WCW'10,� -11r "M"'M �, 1W it , I" .1 -11 fOS U 4 I'PCIS' (aK I. 10V 10MA ..), 1,1. c 1 4 , - j STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 ry EcaFasten, For Instatters, By Instatters, EcoFasten I Page 8 gj�&� 3017013 QB-1 FLASHING Al MLL 12X12" ----- ------ W: --------- ----- ------- fflmlgmlat� WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten, For Installers. By Installers, EcoFasten I Page 9 CLICKFIT CUT SHEETS C J- CF UNIV L-F007 MLL 3�' STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 UL2703 Conforms to UL 2703 Mechanical & Bonding requirements. See Ecol'asten ClickFit Installation Manual for full ratings. EcoFasten, For Instatters. By Instatters, EcoFasten I Page 20 Listed below is the documentation you will need to provide to your AM for permitting approval. Click on the link to download file. ClickFitUL 2703 Approved Installation Manual Version 07,06,2021 v2.5 ClickFit UL 2703 AnDroved Addendum 06,07,2021 v1,1 ClickFit L-Foot Ca achy Report 07.29,2021 ClickFit Master Letter CertiEication 04,15.2021 GF-1 Installation Manual Florida 08.11,2021 v2.0 Qg-1 State of Florida Certification Letter 07,29.2021 ClickFit UL441 Rain R ortO3.172021 EPEULLiL!K� 0, GF-1 Installation Manual Florida 08.11,2021 v2.0 Ed a I LOT, 1 0 2012021 - CF STO RAIL MLL AL 14FT Cut Sheet 2012022 - CF UNIV L-FOOT MLL Y' Cut Sheet 2012025 - CF STO RAIL AL MLL 171.5" Cut Sheet 3012010 - GF-1 FLASHING GLV BLK 8x12" Cut Sheet 3012011 ® GF-1 FLASHING GLV MLL 8X12"' Cut Sheet 3017010 - 013-1 BASE AL Cut Sheet 3017011- 116-1 POSTAL MLL 4.5" Cut Sheet 3017012- )8-1 POSTAL MLL 6.5" Cut Sheet 3017013 - 013-1 FLASHING AL MLL 12X12 " Cut Sheet 3017014 - r)B-1 FLASHING AL MLL 18X18" Cut Sheet 3017015-08-1EPQ CQUAR BLK 1.25" Cut Sheet Ec o Fa ste n. For Instatters. By Instatters CONTACT ECOFASTEN • M. wisr, a <u( EcoFasten, For Instatters. By Installers, EcoFasten I Page 12 PER MODULE INSTALLATION MANUAL I . d4w-311MB • 1.57 [40.0] structural ENGINEERS 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 in PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - CIickFIt System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical Building Codes: 1. 2020Rorida Building Code, by Florida Building Commission 2. AS[E/SE|7'16iMinimum Design Loads for Buildings and Other Structures, by American Society ofCivil Engineers 3. 2O18International Building Code, byInternational Code Council, Inc. 4. %O18International Residential Code, byInternational Code Council, Inc. 5. AC4Z8,Acceptance Criteria for Modular Framing Systems Used teSupport Photovoltaic (PV)Panels, November 1,2O12 byHCC-ES 6. Aluminum Design Manual 2O15, byThe Aluminum Association, Inc. 7. ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category || Seismic Design Category =A-E Exposure Category =B,C&D DIGITALLY SIGNED Basic Wind Speed (u|t|mate)per A3CE7-l6=9Omph tp18O mphXx%J%1111111111 Ground Snow Load =Oto6O(psf) This letter certifies that the loading criteria and design basis for the EcoFasten-C|ickP|tSystem Span Tables are - incompliance with the above codes. EXR 0.Z/-1o12, 02-3�� Ifyou have any questions onthe a THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALE[ UL Prepared by: K. ZACHER, PE ON 04/22/2021 USING A SHA-1 AUTHENTICATION CODE, PZSE,Inc. - Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, l47OStone Point Drive, Suite l9O. Roseville, CA9586l r 9169613960 F 916.961.3963 »v vvw^w.pzse.00rn \0 lit rLil WORIKIIIII Ecol'asten Solar LLC 4141 W Van Buren St, Ste 2 Phoenix, AZ 85009 TEL: (877) 859-3947 UMNIMIN, �_M 94IIJ114114 P is cot-asten Soi ur Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data, and 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 [CC -ES III I ,I 1'', 11 ii IS! ill F HIM 111M I I 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 - 60* (degrees) Exposure Category = B, C & D FTT Mim M., 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 Li where "L"' is the span noted in the Spar Tables, provided at least I module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916,961.3965 wwwpzse.com L11 MG Clearance: 2" to 10" clear from the top of the roof to the top of the PV panel. Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for installation. PV Module Size: 60-Cell PV Panel max dimension is 68.5 72-Cell PV Panel max dimension is 80.1 Installation Orientation: Landscape (L) - PV Panel long dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the short side. Portrait (P) - PV Panel short dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the long side. Components and Cladding Roof Zones: Roof Zones — Enclosed and Partially Enclosed Gable Roofs, 0 < 70: The zones shall be determined using figure 30.3-2A of ASCE 7-16. See Figure 1. Iff a, A [A14111MUNK EDGE ZONE �2) 11" ` EDGE OF ROOF Figure 1: Roof Edge and Corner Zones, Gable Roofs, E)!g 70 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916,961.3965 www.pzse.com FZ-W Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < 0 S 60 ®: The Edge Zone, "a," shall be determined using figure 30.3-213 to figure 30.3-2D of ASCE 7-16, for Gable roofs. The Edge Zone, "a," shall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs. Interior Zone 1 span shall be the minimum of 1 and 1' (See ClickFit System Rail Span Chart). Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClickFit System Rail Span Chart). See Figure 2. EDGE ZONE C2�) - CORNER ZONE tie z SEE DETAIL F64 MOUNT LOCATION z INTERIOR ZONE RIDGE EDGE ZONE CORNER ZONE (5, z SEE DETAIL FOA 6 MOUNT LOCATION 5 GABLE z EDGE ZONE HATCHED AREA INTERIOR ZONE ,,' T INDICATES.%. DISTANCE a=0,Ix(LHO)OR J' WOR 3'.O"MIN 02 0 INTERIQ 1 ZONE (1� \4/ 31CORNER ZONE SEE DETAIL FOR MOUNT LOCATION WALL EDGE OF ROOF Figure 2: Roof Zones, Gable and Hip Roofs, 7* < 0:5 451 Panel with Support Mounts In Multiple Roof Zones: Edge and Corner Zone spacings (Zone 2 & 3, respectively) apply only to mounts located in those Zones, not to all the mounts supporting the module. Notes: 1) Tables are determined for Rail and L-foot only and does not include roof capacity check. 2) Risk Category 11 per ASCE 7-16. 3) Topographic factor, kzt is 1.0. 4) Average parapet height is 0.0 ft. 5) Wind speeds are LRFD values. 6) Attachment spacing(s) apply to a seismic design category E or less. Panel Array Edge: Panels exposed at array edge shall use figure 29.4-7 of ASCE 7-16 to determine "di" and "d2" to apply "Array Edge" spans that apply to an array layout. See figure 3. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916361.3960 916,961.3965 www,pzse.com G 3 of 31 M��= I . . 1 409 MOINO FMO &KOIrnt. - 0 Wftg' &I4GIO U41.1101WI design professional with sufficient structural engineering knowledge and experience to be able to: 0 Evaluate whether these tables apply to the project, and This letter certifies that the EcoFasten olar LLC ClickFit Railed System, when installed according to the limitations oft letter and the attached span tables, complies with the above codes and loading criteria. This certification excludes evaluation of the building structure to support the loads imposed on the building by the 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. :©e will require additional knowledge of the building and are outside the scope of the certification of this racking system. .6repared by: ZSE, Inc. —Structural Engineers 71 Noseville 1478 Stone Point Drive, Svite 190, Roseville, CA 95661 916.9613960 < 916.961.3965 «www.pzse.com M am OW Table of Contents Item.................................................................................................................................................... Page # Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60-Cell Modules - Portrait ................................... Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 72-Cell Modules - Portrait ......................... Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60-Cell & 72-Cell Modules - Landscape ...... 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 Maximum Rail Spans (Inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot — 60-Cell Grouts Exposure Wind Steed 90 mph 95 ph 100 ph 105 mph 110 mph n5 ph 120 mph �w toad tat,y Panel A,,& B f Z V 1 2e 2, 20 3e 3, 1' 1 2e 2, 2o 3e 3, 11 1 2e 2, 20 3e 3, V 1 2e 2, Zo 3e 3, V I 2e 2r 2n 3e 3, V 1 2e 2, 2n 3x 3, 11 1 2e 2, 2n 3e 1, k-'i ' 86 86 86 86 8682 U W 86 86 W 96 78 78 86 86 85 85 85 76 76 96 96 82 82 92 73 73 86 86 W 20 80 70 70 86 86 77 77 77 69 68 W 83 75 75 75 sc 66 0.7Array Array 86N 70 79 79 70 10 N 85 76 76 76 68 68 86 82 73 73 73 65 65 86 79 71 71 72 63 63 86 77 69, 69 69 61 61 86 74 66 66 66 59 59 86 72 64 64 64 56 56 /,avjouoor 87 87 V &3 81 83 78 97 87 87 W W W 75 87 < 87 87 77 77 77 72 07 87 87 74 74 74 70 84 M 84 72 72 72 67 91 81 91 70 70 70 65 78 78 79 68 69 68 93 7bo20 Army Edge 83 83 83 72 72 72 67 W W W 69 e 60 65 77 77 77 67 67 67 62 74 74 74 64 EA 44 0 71 72 72 62 Q 62 59 70 70 70 So =60 60 55 68 68 69 59 54 58 53 a 20t.27 Array I.W., Array. Edgo, 87 97 97 87 97 97 87 77 97 87 77 77 97 75 97 97 97 47 87 97 86 74 86 74 86 83 74 72 97 86 87 86 87 86 92 71 82 82 W 71 71 69 87 83 87 93 87 83 W 69 W W 69 65 P 67 97 90 87 90 97 77 80 66 77 77 66 66 75 65 97 77 97 77 87 77 74 64 74 64 74 72 64 63 87 87 75 75 97 72 75 62 72 62 72 70 62 61 ""y as, a " 88 ss, so 88 as 8g, a as as as as 88 88 88 88 SO 82 S& $8 99 < 89 89 86 79 86 96 86 86 86 83 76 83 93 83 83 83 80 74 W 91 82 91 81 78 72 78 27W45 Array E09. 86 96 86 85 91 76 Ss 95 83 83 93 7975 79 80 1 W W 80 77 71 P 77 77 77 77 74 69 74 74 74 74 74 72 72 72 72 72 72 69 64 69 70 70 70 70 67 62 67 -Y Nt ar 90 90 90 90 90 90 90 90 EG 90 90 90 90 90 90 90 90 90 90 90 so 90 90 90 90 W 90 90 90 90 so 90 90 90i 90 90 SO 90 90 90 90 90 90 90 99 89 88 sa 88 45w60 &,.y Edge 90 go 90 90 0 go go go go go 90 90 go go go go 86 86 86 86 86 97 97 83 83 83 83 83 95 85 81 81 81 81 81 83 83 78 78 78 78 79 81 n 76 76 76 >76 76 0.7 Array i000lo, ArrayEdp 86 W N 78 81 81 70 70 81 72 70 62 72 62 86 W N 78 75 68 78 EZ 78 68 0 69 60 60 M W 84 73 75 65 75 65 75 67 67 ES 57 57 86 86 81 70 73 63 73 63 73 65 63 54 65 54 86 86 79 68 70 70 61 61 70 62 61 52 62 52 86 76 83 66 68 59 ES 59 ES 61 61 59 49 0 N 80 74 64 65 56 66 S6 66 56 58 58 47 V ".y 1—to, 86 86 86 74 74 74 69 82 82 82 71 71 71 66 79 79 79 68 EZ U 64 76 76 76 66 M 66 62 74 74 74 64 64 64 W 71 71 71 62 62 62 57 69 69 69 60 60 w 55 7.20 Army Edgy 74 74 M 64 64 64 60 71 71 71 61 61 61 56 U 68 68 59 59 59 54 66 66 6fi 56 56 % 51 64 " 64 53 53 53 48 62 62 62 51 51 51 46 60 60 60 49 49 49 . 0 PO C 20.27 "y, 1_., 87 87 87 79 79 N 76 87 87 87 76 76 76 74 87 87 87 73 73 73 71 8S 85 85 70 70 70 E8 82 92 92 Cis 68 68 E6 79 79 79 66 b6 E6 64 77 77 77 64 64 64 62 Array Edge 82 82 92 68 WE 68 66 79 79 79 65 65 E5 64 76 76 76 63 63 63 61 73 73 73 61 61 62 59 71 71 71 59 59 59 56 68 68 M % 56 56 54 E6 66 % 53 53 53 51 A,,., f000,w 88 88 U 88 85 78 85 85 85 85 85 81 75 81 82 82 82 82 79 72 79 79 79 79 79 76 70 76 76 76 76 76 73 68 73 74 74 74 74 71 66 71 72 72 72 72 69 64 69 27.45 1,., Edge 76 76 76 76 73 H 73 73 73 73 73 70 65 70 71 71 71 71 68 63 N 68 68 68 R E6 61 66 66 66 66 66 64 58 64 54 b4 64 54 62 56 62 62 62 62 62 60 53 60 "y 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 89 89 89 N 99 89 89 85 85 85 95 85 87 87 83 83 83 83 83 85 85 W 80 K 80 go 82 82 78 78 78 78 78 45 to ED ".y Edge E7 87 83 83 83 83 93 M M 79 79 79 79 79 81 81 77 77 P 77 77 79 79 74 74 74 74 74 n 77 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 Array hwWd 86 e6 77 77 77 68 68 86 $2 74 74 74 65 65 86 79 72 72 71 63 63 86 76 fig 68 68 62 61 86 74 66 66 66 59 58 86 71 64 64 64 56 56 96 69 62 62 U 53, 53 Array f. 86 74 66 EiS 66 59 58 W 71 64 64 54 55 5S 86 69 61 61 fif S2 52 83 66 59 59 59 SO 50 80 64 56 56 56 47 47 79 62 54 54 f54 45 45 7S 60 51 51 51 43 43 kWkftfi. W st, W 0 0 fis 65 77 77 77 67 67 67 63 74 74 74 64 64 rA 60 72 72 72 62 $2 62 59 0 Sg 69 60 60 60 SS 67 67 67 59 58 59 52 65 65 65 $5 55 55 so 7.20 Amy Ed& 69 69 0 W 60 W SS 67 67 67 57 57 57 52 64 64 c4 54 54 54 49 62 62 62 52 St 51 47 W W W 49 0 49 U 58 58 58 47 47 47 42 55 55 SS 45 45 45 41 D 20`027 Amy lobofol 97 97 97 74 74 74 72 r 96 86 86 71 71 71 69 83 83 83 0 69 69 67 80 80 W 66 66 66 64 77 71 77 U 64 64 62 75 75 75 62 62 62 60 72 72 72 60 60 60 58 Army Edge 77 77 77 64 64 64 62 74 74 74 62 tZ 62 90 71 71 71 59 59 59 57 69 fig 69 56 56 56 54 67 67 $7 54 54 54 52 64 64 64 51 51 51 e 63 63 53 49 4 49 47 k,.y kftr_ 83 83 U 83 20 74 W W 80 W 20 77 71 77 77, 77 77 17 74 69 74 74, 74 74 74 71 66 71 72 72 72 72 69 64 65 69 69 65 69 67 62 67 67 67 67 17 65 160 657 27.45 Al,.,Edge 72 72 M 72 s69 64 69 69 69 69 691 66 61 66 66 66 N 66 64 59 64 64 64, 64 64 62 56 62 62 62 62 62 60 51 60 60 60 60 60 57 51 57 se 58 58 so 55 49 55 Army ftftd., ED 90 90 90 90 90 90 W 90 86 86 86 96 86 97 97 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120 mph S.. Load Cat , Panel Angle Roof Zom, V 1 2e 2, 2n 3e 3, V 1 2e 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, V 1 2e 2, 2n 3e 3, 11 1 2e 2, 2,, 3e 3, V 12e 2, 2n 3. 3, V 1 2e 2, . 1e 31 01.7 Alm, hrteIlol 69 69 ts 69 69 H 69 69 69 69 69 64 69 69 69 69 69 69 0 69 69 59 69 69 69 69 0 0 69 69 69 69 69 67 67 69 69 69 69 69 65 65 69 69 69 69 69 63 63 _ Amy HIP 69 69 69 _69_ 69 67 67 69 69 69 69 69 " 64 69 69 69 69 69 61 62 69 69 67 67 67 W 0 69 69 65 65 65 57 57 69 69 63 63 63 54 54 69 69 61 61 61 52 52 7.20 Army Interior 74 74 74 74 74 74 74 74 74 74 74 74 74 71 74 74 74 73 73 73 fiS 74 74 74 71 71 71 66 74 74 74 68 68 As 64 74 74 74 66 66 66 62 74 74 74 64 64 64 W Arm, Edge 74 74 74 68 68 68 64 74 74 74 66 66 66 61 73 73 73 63 63 63 59 71 71 71 61 61 61 56 68 68 68 59 59 59 53 66 66 66 56 56 56 51 64 64 fA 54 54 54 49 B 20.27 A,m, t,,tdm, 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 73 75 75 75 73 73 73 71 75 75 75 70 70 70 69 75 75 75 68 68 68 66 Army Ed 75 75 75 73 73 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AI . WEdge 72 72 77, 72 72 71 72.., 72... 72, 70 70 70 6& n 72 n 67 67 67 66 72 72 2 65 65 65 63 72 72 72 63 63 63 61 72 72 72 61 fit 61 59 71 71 71 59 59 59 57 271645 fi,mvlvd.C 82 82 82 82 82 82 82 82 82 82 82 82 80 82 82 82 92 82 82 78 82 82 82 82 82 81 75 91 92 82 82 < 82 78 72 78 79 79 79 79 76 70 76 77 77 77 77 74 fig 74 Array 91 81 91 .91. 72 79 79 79 78 79 75 70 75 75 75 75 75 73 $7 73 71 73 M 55 70 70 70 70 70 68 63 68 69 69 69 68 66 fil or 66 156 66 66 64 55 64 45.60 Nriertar Arrayas 86 85 85 as as as t as as as 85 as as 85 as a's 85 95 85 85 85 _75 85 _?I, as as 85 95 85 85 85 85 95 85 85 85 25 85 85 85 85 85 85 85 85 as 93 as 83 i 83 83 Amy Edge 85 85 85 as as as 85 as as 85 as 85 85 85 95 95 82 82 82 82 82 93 79 74 19 79 79 at 81 76 76 76 76 16 79 78 74 14 74 74 74 76 76 72 72 72 72 IZ 01.7 A,m, 1 61 65 65 11 11 :1 65 65 65 65 11 61 sS . sl :1 a . . . :3 s sl 11 6� E� as . ss :s . 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"Warier 72 72 72 66 66 56 62 72 72 72 63 63 63 59 71 71 71 61 61 61 56 6& 68 168 59 59 59 53 66 66 65 56 56 56 51 64 64 64 $a 53 53 48 62 62 62 51 51 51 46� krayEdge' 66 66 66 56 56 56 so 63 w 63 52 52 48 fil 61 61 50 'SO 50 45 59 58 58 47 47 41 43 Ss 56 56 45 45 as 4f Sa 53 53 43 41 43 34 51 52 51 41 41 41 37 D 20.27 Array F-ClOr 74 74 74 70 70 70 68 74 74 74 67 67 67 66 74 74 74 FS 65 65 63 74 74 74 63 Ea 63 61 73 73 73 61 61 61 59 71 '71 71 58 59 59 56 68 68 68 56 56 56 54 AII.V L4E ' 73 73 73 fil 61 61 59 70 7070 SO SS '58 55 67 67 67 65 55 55 53 65 65 65 52 SZ ST SO 63 '61 63, 49 49 49 As 61 61 61 47 47 47 45 55 59 59 45 45 45 43 27w45 Army ftsior 78 79 78 79 n 70 76 75 75 7S 75 73 67 n 73 Is 71, 73 70 65, 70 70 70 70 70 69 Cs W 68 69 68 68 65, 61, 65 456 W 66 E,s In, 59 63 64 64 64 64 61 % 62 Array Edge 5& 68 69 68 65 60 65 65 $5 65 65 63 57 Sa 63 63 63 63 62 54 61 61 61 61 61 59 52 58 58 58 58 S8 SS 49 55 56 Sfi 56 56 s 53 47 53 53 53 53 53 Si 45 51 45 to W Array lotedor 05 85 95 95 85, 85 85 95 85 82 82 $2, 82 82 83 83 79 79 79 79 79 W 80 76 16 76 76 76 79 78 74 74 74, 74 74 76 76 72 72 i 72 72 72 74 74 69 , 69 69 69 69 AlriyE6p , n 78 74 74 '74, 74' 74 76 76 -11 71 71 'n 71 73 71 69 69 68 69 'A 71 71 66 66 66 66 66 69 69 64 64 '64 Ed 64 67 67 62 62, 62 62 62 65 65 60 W 60 60 60 01.7 Array:5 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 63 635 Array Edge 65 65 65 65 65 65 65 65 65 65 65 64 64 65 65 65 65 65 62 62 65 65 65 65 65 W 0 65 65 65 65 65 57 57 65 65 63 63 63 54 54 65 65 61 61 61 52 52 7.20 army tdtari., 68 68 68 68 68 68 68 0 68 68 68 68 68 68 68 68 68 68 W 68 68 68 68 68 68 68 68 66 68 68 68 68 68 68 64 68 68 68 66 66 66 62 68 68 68 64 64 64 -60_ ArayE 68 68 68 68 68 68 54 68 0 68 66 66 66 61 68 68 68 63 63 0 59 68 0 68 61 61 61 56 68 68 68 59 59 59 53 66 66 66 56 56 56 51 64 64 64 54 54 54 49 8 20.27 Arm, ortorio, 70 70 70 70 70 70 70 70 70 70 70 70 M 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 M 70 70 70 70 70 70 n 70 n 70 70 70 69 70 70 70 sa ta 68 66 Army Edge 70 70 70 70 70 70 70 70 70 70 70 70 70 U 70 70 70 67 67 67 66 70 70 70 65 65 65 63 70 70 70 63 63 63 61 70 70 70 61 61 61 59 70 70 70 59 59 59 57 27 to 45 Army kWo, 80 N N 80 80 80 N N _WW 80 80 N 80 W W SO N 7 80 80 0 W W 80 75 90 80 90 8080 78 72 78 79 79 79 79 76 70 76 77 77 77 77 74 68 74 — Array Edge 80 80 N W 72 78 79_ 78 78 _ 78 78 75 70 75 75 75 75 73 67 73 73 73 73 73 70 65 70 70 70 70 70 68 63 68 68 68 68 N 66 61 66 66 66 66 66 54 59 64 45 to W Array tr—, 85 85 5 :55 :5 a as 85 M 85 85 85 85 _75 85 85 :52 as 5 :2 8 8 8 95 85 85 85 85 95 85 85 85 95 85 85 85 85 85 85 95 95 95 85 85 83 83 83 83 83 Array Edge as 8&55 as 85 85 85 85 95 85 85 85 85 85 95 92 82 82 93 83 79 79 79 79 79 81 81 76 76 76 76 76 78 78 74 74 74 74 74 76 76 72 72 72 72 72 fl4o7 Arrxy4rteetac 65 65 65 ,1 :65 97 65 65 65 a 6$ 65 6$ as 65 65 as 65 6a, 6365 65 55 65 65 61 61 65 6S as 65 65 59 59 65 65 65 65 65 SO 56 65 65 63 61 63 54 54 ArramEdW 65 as 65 65 65 59 59 Es 65 64 64 64 56 56 . . . ZZ 62 Sa <53 65 $5 59 SS 59 So SO M 64 57 57 57 49 48 65 fij 54 '54 '54 as 45 65 W 52 52 52 43 4 A,.Y ., 6@ as . . as 68 '65 68 69 69 67 67 67 63 68 68 69 155 65 65 61 68 69 69 63 63 63 89 68 69 69 60 60 60 55 69 68 6a, 59 58 58 53 66 66 66 56 56 S6 so A,MEde, 68 68 69 60' 60 66 55 67 67 67 57 57 57 52 65 65 65 54 54 54 49 65 63 63 S2 SZ 52 47 W 60 60 45' 49 45 45 59 SS' 58 47 < 47 47 43 56 SG 56 45, as 45 41 25 or c 20t.27 ArWRAntor 70 70, 70 70, 70 70 70 70 70 70 70 70 i70 70 70 70 70 69 69 69 67 70 70 70 61 67 67 rS 70 70 70 64 64 U 43 70 70 70 62 W 62 61 70 70 70 61 61 61 59 MM Edge V " " , 64 " 64 63 70 V 'At 62 62 62 60 70 70 70 W '60 W 57 0 69 69 57 57 57 54 67 67 17 54 54 54 52 65 65 6S 52 52 S2 50 63 63 0 49 49 45 47 27 to 45 Army Irked. 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I'dd— LIM 90 ph 95 ph IM mph W5 mph M mph 1 120 mph S_ land Cate ➢. �r�. 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IOQ 100 100 96 89 96 96 96 96 96 93 86 93 " la 91 93 89 82 n go SO 90 90 96 80 86 87 87 97 87 Re 77 93 94 :84 '84 '84 81 15 82 91 ED, 81 81 TS 73 79, !EW 86 86 86 86 81 77 83 ga 83 93 83 W 74 OD 90, W 80 80 77 72 77 79 79 78 78 75 69 75 75 75 71 75 72 67, 72 n 73 71 71 70 65 70 71 71 71 71 69 61 '63� 45t*60 kwheteri., Amyl dge 107 107 107 107 207 107 207 SO 99 94 94 94 94 94 107 W 104 E04 104 104 204 96 96 DO 90 90 90 go IDS 205 101 201 95 93 87 87 102 101 101 g" 87 " 102 102 97 90 90 84 97 84 97 97 91 84 84 84 99 88 99 94 88 81 94 92 94 94 82 92 94 82 97 86 91 96 91 91 7% 79 91 91 79 79 91 79, 94 83 94 89 83 77 98 77 $8 38 77 77 $9 77 'array0.7'arrayInterior '2 82 92 82 8 77 77 82 82 82 82 82 74 74 82 8283 91 82 72 72 82 82 78 78 78 69 0 82 92 75 75 75 67 67 82 81 73 73 73 65 65 82 79 71 71 71 63 63 "a, Edge 82 75 75 75 67 67 82 81 72 n 72 64 64 82 78 70 70 70 62 62 82 75 67 67 67 SO ED 82 73 65 65 65 57 57 82 70 63 63 63 55 55 82 6861 61 61 53 53 Ito 20 Array 1rio, :2 8 88 N 79 79 79 74 U 88 88 76 76 76 71 85 85 85 73 73 73 69 82 82 82 71 71 71 " 79 79 79 68 68 a 64 77 77 77 66 66 66 62 74 74 74 54 64 64 61 Array Edge 79 79 n 68 68 68 64 76 76 76 66 66 66 62 73 73 73 64 64 64 SO 71 71 71 61 61 61 S7 68 N 68 S9 59 59 54 66 66 66 57 57 57 SZ 64 64 64 54 54 D 2020 27 Array M#erior n N 99 U 84 84 82 99 99 99 81 81 81 79 89 89 89 78 78 78 76 89 89 89 75 75 75 73 87 87 87 73 73 73 71 85 85 95 71 71 71 69 92 82 82 69 69 69 67 Array Edge 87 87 87 73 73 73 71 84 84 84 70 70 70 69 81 81 81 6868 68 66 78 78 78 65 65 65 64 76 76 76 63 63 63 62 73 73 73 61 61 61 60 71 71 71 60 60 60 57 27.45 Array Interior 94 94 94W 91 84 91 91 ._. 91 91 91 87 81 87 87 87 87 87 84 78 . 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E.—'a Wind Speed-> 130mph 140 mph 150 mph 160 mph 170mph 180 mph Snow load Category Panel Aloe Roof tore-> 1' 1 2e 2, 2n 3e 3, 1' 1 2e 2, 2n 3e 3r 1' 1 2e 2, 2n 3e 3r 1' 1 2e 2, 2n 3e 31 1' 1 2e 2, 2n 3e 3, 1' 1 2e 2, 2n 3e 3, Array interior 86 86 80 80 80 71 71 86 85 76 76 76 68 68 86 80 72 72 72 64 64 86 77 69 69 69 62 62 86 74 66 66 66 59 59 86 71 64 64 64 55 55 0.7 Array Edge 86 77 69 69 69 62 62 86 73 66 66 66 58 58 86 70 63 63 63 54 54 83 67 60 60 60 51 51 80 64 56 56 56 48 48 77 61 53 53 53 45 45 Array I—e- 84 8a U 73 73 73 68 W 80 W 69 69 69 65 76 76 76 66 66 66 62 72 72 72 63 63 63 59 69 69 69 60 64 60 55 67 67 67 57 57 57 52 Ito 20 Array Edge 73 73 73 63 63 63 59 69 69 69 60 W 60 55 66 66 66 56 56 56 51 63 63 63 52 52 52 48 W 60 W 49 49 49 45 57 57 57 46 46 46 42 Array interior 93 93 93 77 77 77 75 98 88 88 74 74 74 72 84 84 84 70 70 70 68 W 80 80 67 67 67 55 77 77 77 64 64 64 63 74 74 74 62 62 62 60 8 20W 27 Nray Edge 80 80 80 67 67 67 65 76 76 76 64 64 64 62 73 73 73 61 61 61 59 69 69 69 57 57 57 55 67 67 67 54 S4 54 52 64 64 64 51 51 51 49 Array interior 87 87 87 87 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 69 64 69 69 69 69 69 67 62 67 27 . 45 -ay Edge 75 75 75 75 72 67 72 71 71 71 71 69 64 69 66 68 68 68 66 61 66 65 65 65 65 63 57 63 62 62 62 62 6O 54 60 SO 60 60 60 57 51 57 Array "t 7 100 100 94 94 94 94 94 95 95 89 89 89 89 89 91 91 85 85 85 85 85 88 88 81 81 81 81 81 84 84 78 78 78 78 78 81 81 75 75 75 75 75 4510 60 Array Edge 88 88 82 82 82 82 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 68 68 71 71 65 65 65 65 65 Array kxter.r 86. 79 71 71 72 63 :63 86 75.: 67 67 67 60 SO :86 71 64 64 64 56 56 86 68 61 61 :. 61 52 52 82 65 :59 58 S8 : 49 49 79 63 55 55 55 47 i 47 Otu7 Allay Edge 56 0 62 62 62 53 ; 53 91 65" 58 58 58 49 49 77 62 54 ': 54 54 46 A6 74 59 50 SO ' 50 43 43 71 55 ;47 47 47 : 40 40 68 52 45 45 45 38 :: 38' Axr4y fnter.r 74:. 74 74 65 65 6S 61 71 71' 71 61 61 61 57 ::67 67 67: 58 S8 58 53 64 64 64 54 - 54 54 49 62 62 :62 51 51 52 46 5$ 59 59 48 48 48 44 7W20 Arr E 6S 65 65 :55 55 55 ::SO 61 61. 61 51 :51 51 46 :58 58 58'. 47 47 :47 43 54 ::54 54 44 44 44 44 S1 51 51 41 41 41 38 48 48 48 39 39 39- 35 Array Wed., 82: 82 82 69 69 69 67 78 78: 78 65 6S 65 64 :74 74 74 62 62 62 61 71 71 71 60-. 60 60 57 68 68 68 56 S6 56 54 66 66 66 '53 53 53 51' IS p f C 20W27 Amy Edge 71 71 71 60 60 6O 58 68 68 68 55 55 55 53 65 65 65 '" 52 52 SZ SO 62 '62 62 48: 48 48 46 59 54 59 45 45 ': 45 , 44 56 56 56 -43 43 43 ; 41' Amy kxrstior 77: 17 77 77 74 69 '.74 73 73 73 73 70 6S 70 ':70 70 70 70 67 62 67 67 67 67 67 64 $9 64 64 64 ;64 64 62 56 62 61 61 61 62 59 53 - 59 27ta45 :Array Ed 6 67: 67 67 67 64 60 64 64 64: 64 64 61 55 63 :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:: ArwIntedor 94. 90 84 84 84 84 ':34 96 86 79 79 79 79 79 :82 82 76 76 76 76 76 79 :79 72 72 : 7Z 72 72 75 75 :69 69 69 :: 69 59 73 73 67 :67 67 67 67 45W60 Array Edge 79. 79 7a 73 73 73 73 75 75: 69 64 -69 69 69 72 12 ' 66 56 66 66 66 68 68 53 63 63 63 63 66 66 W 60 60 + 6O 60 63 63 57 57 57 57 57 Array Interior 86 74 67 67 67 60 60 86 71 64 64 64 55 55 U 67 61 61 61 51 51 80 64 57 57 57 48 48 77 62 54 54 54 45 45 74 59 51 51 51 43 43 Oto 7 Array Edge 81 65 57 57 57 48 48 77 61 53 53 53 45 45 73 58 49 49 49 42 42 70 54 A6 46 46 39 39 67 51 44 44 44 37 37 64 46 41 41 41 34 34 Array Interior 70 70 70 61 61 61 56 67 67 67 57 57 57 52 64 64 64 53 53 53 48 61 61 61 SO SO 50 45 58 58 58 47 47 47 43 54 54 54 44 44 44 40 70,20 Array Edge 61 61 61 50 50 50 46 57 57 57 46 46 46 42 53 53 53 43 43 43 39 50 50 50 40 40 AO 37 47 47 47 38 38 38 33 44 44 44 36 36 36 30 Array interior 78 78 78 65 65 65 63 74 74 74 62 62 62 60 70 70 70 58 58 58 56 67 67 67 55 55 55 52 64 64 64 51 51 51 49 62 62 62 48 48 48 46 D 20 to 27 Arcay Edge 67 67 67 55 55 55 53 64 64 54 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 Array Interior 73 73 73 73 70 65 70 69 69 69 69 66 62 66 66 66 66 66 63 58 63 63 63 63 63 61 54 61 60 60 60 W 57 51 57 57 57 57 57 54 48 54 27 to 45 Array Edge 63 63 63 63 61 55 61 60 SO W 6O 57 51 57 56 56 56 56 53 47 53 52 52 52 52 50 44 50 49 49 49 49 47 42 47 45 46 46 46 44 39 44 Array interior 85 85 79 79 79 79 79 81 81 75 75 75 75 75 78 78 71 71 71 71 71 74 74 68 68 68 68 68 71 71 66 66 66 66 66 68 68 63 63 63 63 63 45 e,60 Arroy 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 53 53 S3 53 Arcayktier.r 8Z. 82 80 80 80 71 71 8Z 82: 76 76 76 69 68 :82 80 72: 72 72 64 64 82 '77 S9 69 `. 69 62 62 82 74 ;66 66 66: 59 53 8Z 71 64 ':64 64 55 55 '. ` 02v7 Array E 82 77 69 69 69 62 k 62 8Z 73: 66 66 66 58 58 8Z 70 63 63 63 54 54 82 -67 60 60 SO 51 51 80 64 56 56 56 -: 48 48 77 61 53 53 53 45 45 Array. 94: 84 94 73 73 73 69 80 90 80 69 69 69 65 :76 76 76 : 66 66 66 62 72 72 72 63 s 63 63 58 69 69 :69 60 60 : 60 55 67 67 67 57 57 57 5? : 7m2O May Edge 73: 73 73 63 fi3 Sa 59 69 693 69 60 60 60 55 :66 66 66 56 56 56 51 63 '63 63 52' 52 52 :49 60 60 ,60 49 49 49 45 57 57 57 :45 46 46 42 A( Va 0,lor 91: 91 91 77 77 77 :: 75 88 98: 89 74 74 74 72 84 84 94: 70 70 70 68 80 8D 80 67: 67 67 65 77 17 77 64 64 84 63 74 74 74 :62 62 62 s 60 8 2DW27 May Edge SO 80 8o b7 67 67 65 76 76:: 76 64 64 64 62 :'. 73 73 73: fit 61 '61 59 69 r69 69 57 57 57 55 67 67 :67 54 54 :. 54 52 '64 64 64 51 51 51 49 ArraYk#erbr 87 87 87 87 33 77 : 93 82 82i 82 82 79 13 79 `79 78 79 78 75 70 75 75 :75 75 75: 72 67 72 72 72 :72 72 69 64 69 69 69 69 69 67 62 67 27 W4S Array E e 75. 75 75 75 72 67 " 72 71 71 71 71 69 64 69 <68 68 68: 68 66 61 66 65 ::65 65 65' 63 57 63 62 62 ::'62 62 60:' 54 60 :fiO 6O 60 r60 S1 51 57:' 45 Allay WW11r 108 100 94 94 94 94 W 95 95: 89 89 89 89 89 192 91 85' 85 85 85 85 88 :.88 91 91:: 81 81 81 84 94 :79 78 78 - 78 78 81 81 75 -75 75 75 ; 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S6 56 60 60' 53 53 53 53r 53 Array inter., 82 82 90 80 80 71 71 82 82 i6 76 76 68 68 82 W 72 72 72 64 64 82 77 69 69 69 62 62 82 74 66 66 66 59 59 82 71 64 64 64 55 55 0.7 Aray Edge 82 77 69 69 69 62 62 82 73 66 66 66 58 58 82 70 63 63 63 54 54 82 67 60 50 60 51 51 SO 64 56 56 56 48 48 77 61 53 53 53 45 45 Array interior 84 84 8473 73 73 68 SO SO SO 69 69 69 65 76 76 76 66 66 66 62 72 72 72 63 63 63 59 69 69 69 SO 60 60 55 67 67 67 57 57 57 52 Ito 20 Arcay£ a 73 73 73 63 53 63 59 69 69 59 SO 60 60 55 66 66 66 56 56 56 51 63 63 63 52 52 52 48 6O 60 6O 49 49 49 45 57 57 57 46 46 46 42 Attay IMIZr 88 88 88 77 77 77 75 88 88 88 74 74 74 72 84 84 84 70 70 70 68 80 80 80 67 67 67 65 77 77 77 64 64 54 63 74 74 74 62 62 62 60 8 20.27 Arlay E 80 80 80 67 67 67 65 76 76 76 64 64 64 62 73 73 73 61 61 61 59 69 69 69 57 57 57 55 67 67 67 54 54 54 52 64 64 64 51 51 51 49 Array .ter., 87 87 87 87 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 69 64 69 69 69 69 69 67 62 67 27 to 45 Arcay Edge 75 75 75 75 72 67 72 71 71 71 71 59 64 69 SS 68 68 68 66 61 66 65 65 65 65 63 57 63 62 62 62 62 SO 54 W SO 60 60 60 57 51 57 Array Interior 100 100 94 94 94 94 94 95 95 89 89 89 89 89 91 91 85 85 85 85 85 88 88 81 81 81 81 81 84 84 78 78 78 78 78 81 81 75 75 75 75 75 45 to 60 Array Edge 8888 82 82 82 82 8294 84 7878 78 78 78 80 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 68 71 71 65 65 65 65 65 Array lnfenor 82 79 71 71 71 63 63 92 75 67 67 67 60 60 82 71 64 64 64 56 56 82 ': 68 61 611 61 52 52 82 65 '58 58 58: 49, 49 779 63 55 :55 55 47: 47 OW7 Array Edge 8Z 68 fi2 62 62 53 :: 53 81 65: 58 58 58 49 49 77 62' 54: 54 54 46 46 74 '591 50 50 50 43 43 72 55 47 47 47: 40 40 -68 52 45 -45 45 38; 38 :. A-ykNerrot 74 74 74 65 65 65 : 61 71 71 71 61 61 ' 61 -57 67 67 67: 58 S8 58 53 64 64 64 54: 54 54 49 62 6Z :62 51 51 51 46 S9 53 S9 48 48 48: 44 :. 7W 20 :Array Ed a 65 65 65 55 55 55 50 61 61': , 61 51 51 51 46 - 58 59 58i 47 47 47 43 54 54 54 44:: 44 44 40 51 51 51 41 41: 41, 38 46 48 48 ': 39 39 39i 35 ArraykKerior 82 82 8Z :65 69 69 :67 78 79 78 65 65 65 64 < 74 74 74: 62 62 fi2 61 71 :: 71 71 60: 60 SO 57 68 68 : 68 56 56 56 S4 66 66 66 S$ 53 53'. 54 25 paf C 7OW27 AiraY Edge 71 11 72 60 W 60 SS 68 68 6S 55 55 55 53 z65 65 65: 52 52 :52 50 6Z :.fi2 ' 62 48 48 48 46 59 59 59 45 45: '45 44 56 56 56 :'. 43 43 43 41 Array lOt4Ywr 77 77 77 :77 74 69 74 73 73' 73 73 70 65 70 ,: 70 70 70 70 67 62 67 67 : 67 67 67: 54 55 64 64 64 64 64 62.,, 56 62 61 61 61 61 59 , 53 - 59': 27W45 A.ayfdge. 67 , 67 67 67 6460 r 64 64 64 64 64 ;61 5S ' 62 61 61 61 61 58 5Z 58 57 57 67 57� 54 48 54 54 54 54 54 51:, 45 51 51 51 51 t 51 AS 43 48i ArfaY 9O , 94 84 94 84 S4 96 96 79 79 79 79 79 '. 82 82 7fi: 76 76 76 76 79 79 72 72„ 72 72 72 75 75 : S9 69 69: 69 69 73 73 67 : 67 67 67: 67 45W60 Arcay Etlge 79 79 73 73 73 73 ' 73 75 75. "'69 69 69 '69 ,69 72 72 66 66 66 66 66 68 - 68 63 63 63 63 63 66 66 SO 60 W ,60 60 63 63 57 57 57 57 57 Arrey interior 82 74 67 67 67 60 60 82 71 64 64 64 55 SS 82 67 61 61 61 51 51 8O 64 57 57 57 48 48 77 62 54 54 54 45 45 74 59 51 51 51 43 43 OW 7 Allay Edge 81 65 57 57 51 48 48 77 61 53 53 53 45 45 73 58 49 49 49 42 42 70 54 46 46 46 39 39 67 51 44 44 44 37 37 64 48 41 41 41 34 34 Arcay interior 70 70 70 61 61 61 56 67 67 67 57 57 57 52 64 64 6453 53 53 4862 61 fil 50 50 50 45 58 58 58 47 47 47 43 S4 54 54 44 44 44 40 Ito 20 Array Edge 61 61 61 50 50 50 46 57 57 57 A6 46 46 42 53 53 53 43 43 43 39 50 50 SO 40 40 40 37 47 47 47 38 38 38 33 44 44 44 36 36 36 30 Array .terror 78 78 78 65 65 65 63 74 74 74 62 62 62 60 70 70 70 58 58 58 56 67 67 67 55 55 55 52 66 64 64 51 51 51 49 62 62 62 48 48 48 46 D 20t0 27 Array Edge 67 67 67 55 55 55 53 64 64 64 51 51 51 49 61 61 61 47 47 47 A6 58 58 58 44 44 44 43 54 54 54 42 42 42 AO Si 51 51 39 39 39 38 Array Interior 73 73 73 73 70 65 70 69 59 69 69 66 62 66 66 66 66 66 63 58 63 63 63 63 63 61 54 61 60 60 60 60 57 51 57 57 57 57 57 5a 48 54 27.45 Arcay Edge 63 63 63 63 61 55 61 60 60 W 60 57 51 57 56 56 56 56 53 47 53 52 52 52 52 SO 44 50 49 49 49 49 47 42 47 46 46 46 46 44 39 44 Array inter'wr 85 85 79 79 79 79 79 81 81 75 75 75 75 75 78 78 71 71 71 71 71 74 74 68 68 68 68 68 71 71 66 66 66 66 66 68 68 63 63 63 63 63 45 to 6O Array Edge 75 75 69 69 69 69 69 71 71 65 65 65 65 65 68 68 62 62 62 62 62 1 65 65 59 59 59 59 59 62 62 56 56 56 56 56 SO SO 53 53 53 53 53 25 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot — Landscape G,_. Exposure Woo! Speed mph 95 mph IDO mph 105 mph 110,oph 115 mph 120 _h Snow load Cate or Panel ,klel R.ofZ I' 1 2e 2, 2. 3e 3, V 1 2e 2r 2n 3e 3r 11 1 2e 2r 20 3e 3, 1. 1 2e 2r 2n le 3r 11 1 2, 2r 2, 3e 3, V I 2e 2, 2n 3e 3r 1' 1 2e 2r 20 3e 3, -ay u4piw.r U ItI 81 111 St gl 81 83 m 82 $1 &1 81 $1 $1 81 $1 81 al gi $1 81 &1 81 81 81 81 BE &1 81 81 $1 81 so so $1 81 $1 &1 81 78 79 81 81 81 , 81 81 75 75 OW7 AWE4p 81 91 91 91 81 80 80 91 81 91 81 91 77 77 81 < 91 82 91 81 74 74 81 81 91 91 81 72 72 81 78 79 78 69 69 81 91 76 76 76 67 rl 81 81 73 73 73 65 65 ArWfobowr 83 83 83 83 83 83 83 83 83 93 83 93 P 83 83 83 83 83 $3 83 92 83 03 83 93 83 as 79 _81 83 U 83 22 BE 9Z 77 83 83 83 79 79 79 74 83 83 93 77 77 77 72 7'.20 Army y p 94 93 93 82 82 82 77 83 ga 83 79 79 79 74 83 83 83 76 76 76 71 93 83 83 73 73 74 69 92 82 82 71 71 71 67 79 79 79 69 69 69 65 77 77 77 67 67 67 63 Array 1,ftd., 85 85 85 85 85 85 85 85 85 85 as 85 85 as BE as 85 85 as 85 85 $5 85 85 85 Bs 85 85 85 85 85 85 85 95 85 85 85 95 85 85, 92 85 85 85 82 82 82 80 It 20to27 mwEdge 8S 85 85 85 8$ 85 Its 85 85 85 84 94 84 82 85 85 85 91 81 91 75 85 OS 85 79 79 79 76 85 85 85 76 76 76 14 85 85 85 73 73 73 72 85 95 35 71 71 71 69 kwf MFesiar 99 " 99 99 99 99 99 99 99 99 99 99 =96 99 " 0 " 0 " 93 99 99 99 99 " 137 90 97 98 98 99 98 94 87 94 95 95 95 95 sl 94 92 92 42 92 92 88 82 88 27.45 ArrayEdge 98 98 W 98 94 87 94 94 94 94 94 90 0 90 9() 90 90 90 97 80 97 V 97 97 87 M 78 M 84 U 84 84 91 75 81 92 82 82 82 79 73 79 79 79 79 79 " 71 77 drmy Wo6m, 107 i07 107 107 107 107 107..107 107 107 107 107 107 107 IN 107 107 107 107 107 107 107 107 ID7 107 107 107 107 107 107 106 106 206 105 106 107 107 103 IOJ 105 103 103 104 104 100 100 100 100 100 4S.60 Array Ed& 101 107 1D6 106 106 106 U6 106 106 102 102 102 102 102 103 103 98 99 99 98 99 IOG 100 95 95 95 95 95 97 97 12 92 92 52 92 95 95 89 89 89 89 89 92 92 86 86 86 86 -ay lowjor 91 81 81 91 91 81 8 81 81 91 91 91 79 79 81 81 81 91 81 76 76 81 81 91 91 81 73 73 81 81 W 90 80 71 71 $1 $1 " 77 77 69 69 69 81 81 75 _12 75 75 67 67 0.7 Array Ed, 81 8 1 W 80 W 7 1 71 91 81 77 77 77 68 68 81 91 74 74 74 66 66 91 W 72 72 72 64 64 81 77 69 69 69 62 6281 75 67 67 67 W 60 60 81 72 65 65 65 57 57 Array Interior 83 83 83 83 83 78 83 83 83 81 81 81 76 83 83 83 78 78 78 73 83 83 83 75 75 75 70 83 83 83 73 73 73 68 81 81 81 70 70 70 6 7: 79 79 68 68 68 6A 7.20 Array Edge 83 :3 3 93 73 73 73 68 81 81 81 70 70 70 66 78 78 78 67 67 67 63 75 75 75 65 65 65 61 73 73 73 63 63 63 59 70 70 70 61 61 61 5: 6 68 59 59 59 54 Array tmerio, 95 85 95 85 85 95 95 85 35 95 85 W 85 M 85 85 SS 83 83 83 91 85 85 85 W 80 W 78 85 85 85 77 77 77 75 85 95 85 75 75 75 73 as IIS as 73 73 73 71 n W C 20.27 Army Edge 85 85 85 77 77 77 75 85 95 85 74 Tt 74 72 85 95 95 72 72 72 70 83 83 83 69 69 0 68 W W 8067 67 67 65 78 78 78 65 65 65 63 76 76 76 63 63 63 62 99 19 11 Is 89 11 11 Es . E6 93 86 93 13 13 13 13 . U . . . . . M 80 86 V 87 V V 83 77 sl . . . $l K 71 81 El M 81 81 18 13 78 27w4s Array Edge 86 86 86 96 83 77 83 83 83 83 83 80 74 80 80 80 80 W 77 72 77 78 78 78 78 75 69 75 75 75 75 75 72 67 72 73 73 73 73 70 65 70 71 71 71 71 68 63 68 —y M[erio, 107 107 1 7 107 107 107 107 107 107 IN IN IN 104 IN 105 105 101 101 101 101 101 102 102 97 97 97 91 97 " 9,9 94 94 94 . N 97 97 91 91 91 91 91 94 . U 88 88 U U 45 to W Army Up 99 W 94 W W W W 96 96 90 W W 90 90 93 93 87 87 87 87 97 90 96 U 84 84 U 84 N 88 92 82 82 92 82 N M 79 79 n 79 E3 83 " 77 77 77 77 OW7 mwy{wd., 92 82 82 82 82 77 77 BE 82 82 82 82 74 74 82 82 91 81 81 72 72 82 82 78 79 79 69 69 82 82 75 75 75 67> 67 Q 81 73 73 73 65 65 82 79 71 71 71 63 63 Array:Edge 82 ffi 75 75 75 67 67 82 91 72 72 72 64 b4 82 78 70 70 70 62 62 82 75 67 67 67 60 0 82 73' 65 65 65 57 57 82 70 63 63 i 63 55 561.82 68 61 61 62 53 53 kWhw6N 85 8$ 85 79 79 79 74 85 95 85 76 71 76 71 85 85 85 73, 73 713 69 U 82 82 72 72 71 66 79 79 79 68 fig 68 64 77 77 77 66 66 66 62 74 74 74 64 64 64 fil 7 W 20 A-yll I 79 74 79 64:_16 76 76 66 66 66 62 73 73 73 64 64 64 60 71 71 71 Q 61 62 57 'A 68 69 59 59 59 $4 66 66 66 57 57 57 52 64 64 64 54 54 54 49 Army Wt ft., 87 87 94 U 84 92 97 97 97 81 81 81 79 87 97 97 78 78 78 76 87 87 97 75 75 75 73 87 97 97 73 73 73 72 85 85 as 71 71 7 0 82 U 69 69 0 67 D 20 w 27 .o.y E 87 8 97 73 73 73 71 94 U 94 70 70 70 69 81 81 91 68 68 68 66 78 At 78 65 65 65 64 76 76 76 63 63 63 62 '13 '73 73 61 61 60 71 71 71 60 60 60 57 27.45 Army boterior 94 94 94 94 91 84 91 911 92 91 91 BY 81 87 87 87 47 87 $4 79 84 84 84 84 U 81 75 81 82 82 82 92 79 73 79 79 79 79 _61 79 76 70 76 77 77 77 77 74 68 74 M Ed 81 si &I In - 73 79 79 7$ 79 78 76 70 76 76 76 76 76 ls V 73 73 73 73 73 70 65 70 71 71 71 71 69 63 68 69 69� 69 65 " 61 66 67 67 67 67 64 59 64 A tote1j., 107 1 102 102 102 202 102 M 103 99 99 98 99 99 100 IM 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 " 891 89 'J2 92 Sr 86 86 86 86 90 90 83 83 93 83 n 45.60 Array Edge 94 94 88 88 88 88 88 91 91 85 85 85 85 85 89 89 $2 82 82 82 82 86 86 79 75 n 79 79 83 83 77 77 77 77 77 81 91 75 75 75 75 75 79 79 72 72 72 72 72 lowoor 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 78 78 79 79 TI 79 75 75 0.7 �,.y Ed& 79 79 79 79 79 79 79 79 79 79 79 79 77 77 79 79 79 79 79 74 74 79 79 79 79 79 72 72 79 79 78 78 78 69 69 79 79 76 76 76 67 67 79 79 73 73 73 65 65 .Y,_�, 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 79 91 81 81 81 81 91 77 91 81 81 79 79 79 74 81 81 81 77 77 77 72 71.20 Array Up 81 81 81 81 81 81 77 81 91 81 79 79 79 74 81 81 81 76 76 76 71 81 81 81 73 73 73 69 81 81 81 71 71 71 67 79 79 79 69 69 69 65 77 77 77 67 67 6 63 Array Interior 82 92 82 82 82 8 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 92 82 82 80 a 20.27 Army Edge 82 a 2 :22 :22 :22 :22 :22 :22 V 82 :2 2 :22 :2 2 :22 :22 :2 82 :2 2 81 81 79 82 82 82 78 79 78 76 82 82 82 76 76 76 74 82 92 82 73 73 73 71 82 82 82 71 71 71 69 97 97 97 97 97 97 97 97 97 97 97 97 96 97 97 97 97 97 97 93 97 97 97 97 97 97 90 97 97 97 97 97 87 % 95 95 91 8' 91 " 92 92 92 88 82 88 27 W 45 1 Edge 97 97 97 97 87 94 94 94 83 ED 90 90 9t) 87 87 87 87 87 87 M 78 M M 84 M . 81 " 81 82 82 92 82 79 73 79 79 79 79 79 n 71 77 �,.y 1-6., 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 106 106 106 106 1% 107 107 103 103 103 103 103 104 IN 100 100 100 IOD 100 45 to 60 y Ed& 107 107 106 1� 1% 1% ME IN w6 102 102 102 102 102 303 103 98 98 98 99 98 100 1 95 95 95 95 97 97 92 92 92 92 92 95 95 89 8 89 89 99 92 92 86 86 86 96 86 A"" Ift.W. 79 79 79 79 'jj 79 79 79 79 75 79 l" lo _3�j —1579 Is 79 76 n 79, 75 74 7S� 75 73 73 79 79 " n 75 72 72 79 n 77 77 77 W 69 79 79 75 75 75 67 67 Owl 79 79 79 79 71 71 79 79 77 77 77 68 68 79 75 74 U " " n " n 7E n " " n 77 0 0 W 6Z 62 791 75 67 67 67 W W 7SI 72 65 65 65 57 S7 A,.V In 81 81 81 81 8 81 7' 81 at $1 BE 81 81 76 81 82 91 78 78 79 71 81 81 81 75 75 75 70 91 En 81 73 73 73 68 91 81 81 70 70 , 70 66 79 79 79 68 68 68 M 7W20 A,.yEdg. $1 In , In 73 73 73 68 81 81 81 70 70 70 66 79 7a 70 67 57 '67 0 7S ' 75 7$ 65 65 65 61 73 73 73 63 63 , 63 59 70 70 70 61 61 61 56e 68 60 69 Sq 59 59 $L AIWIovowt K 92 82 32 U U 82 82 82 97 92 82 82 $2 82 OZ 92 $2 92 91 82 $2 82 SD 80 W 79 8Z 8Z 3Z 7-1 77 77 75 82 82 82 75 75 7S 73 82 92 82 73 73 73 71 35 od c 2D.27 A�Edx, 92 152 82 77 77 77 75 22 82 82 74 ' 74 74 71 22 82 92 72 72 72 70 92 $2 82 fig, 69 69 69 W 80 W 67 67 457 65 79 79 70 , 65 65 65 63 715 76 76 63 63 fZ Arwymbefiv 9�7 97 97 97 96 89 96 96 96 96 96 93 &6 93 93 93 93 9$ 0 EtZ 89 90 90 90 90 86 80 86 87 87 g7 8' 83 77 83 84 84 94 84 $1 75 81 81 82 81 81 78 73 79 Vt.45ArmyEdge 86 80 86 86 83 77 U 83 83 91 83 Ba 74 80 80 W W St 77 72 , 77 78 78 78 78 75 69 75 75 75 75 75 72 67 72 73 13 73 73 ' 70 65 70 71 71 71 71 68 61 M k,.y fotewr 107 107 107 107 107 107 107 107 107 104 IN IN 104 104 105 205 101 101 101 101 IM 102 102 97 97 W 97 97 " 95 94 94 94 94 % 97 97 91 91 91 91 91 94 94 as as 89 r 88 88 4SW60 kyfd& 99 99 W 94 94 14 96% 96 90 90 90 90 90 93 93 97 87 8787 97 90 90 84 94 94 84 84 88 98 82 82 82 82 8Z W 36 79 79 n 75 75 83 83 77 77 77 711 17 Array to-j., 81 81 81 81 81 77 77 91 81 81 81 81 74 74 81 91 81 91 81 72 72 81 81 78 78 78 69 69 91 91 75 75 75 67 67 81 91 73 73 73 65 65 81 79 71 71 71 63 63 01.7 "0 Up 81 81 75 75 75 67 67 81 81 72 72 72 54 64 1 78 70 70 70 62 62 81 75 67 67 67 ED 60 81 73 65 65 65 57 57 81 70 63 63 63 55 55 81 U 61 fil L3 53 �,.y 1— 82 8 82 79 79 79 74 92 82 82 76 76 76 71 :i a 82 73 73 73 69 82 82 82 71 71 71 79 79 79 68 68 68 77 77 77 66 66 66 62 74 74 M 64 %1 . si Ito 20 �.y Edge 79 79 79 GS 68 64 76 76 76 66 65 67 73 73 73 . 64 U 0 71 71 71 61 61 61 57 U 68 68 59 59 59 54 66 65 U 57 57 57 52 64 64 64 54 54 59 49 1.y Io-io, U 84 U 84 84 M 82&4 84 M 81 8 81 79 84 M 8484 78 78 78 76 84 84 84 75 75 75 73 84M 84 73 73 73 71 84 84 71 71 71 69 82 82 82 69 69 67 D 20.27 Array Edge M M 8473 73 73 71 M M M 70 70 70 68 81 81 81 68 68 68 66 78 78 78 65 65 65 64 76 76 76 63 63 63 62 73 73 73 61 61 61 W 71 71 71 60 W . 57 "W—i., N N 94 N 91 8484848491 91 91 92 91 87 81 87 87 87 87 87 78 84 U 94 81 7 81 82 82 92 82 79 73 79 79 79 79 79 76 70 76 77 77 77 77 74 68 74 17141 1.y Edge 81 81 81 78 73 78 78 78 78 78 76 n 76 76 76 76 76 73 67 73 73 73 73 73 70 65 70 71 71 71 71 68 63 U 0 60 69 69 66 61 % 67 67 67 67 64 59 N y Mtedor 107 107 102 102 102 102 102 103 103 98 98 N N 99 IW M 95 95 RE 96 95 97 97 92 92 92 92 92 95 95 89 99 89 89 89 92 92 86 U 86 BE W 90 0 83 83 83 83 83 45.60 Array Edge 94 N 88 88 88 88 88 91 91 85 95 85 85 85 89 89 82 82 82 92 82 86 86 79 79 79 N 79 83 83 77 77 77 77 77 81 91 75 75 75 75 75 79 79 72 72 72 72 72 A,,.ykft,'- 76 7$ 76 111 M 76 76 76 76 76 76 76 76 76, , 76 76 16 70 76 76 75 76 76 76 76 76 16 76 75 76, 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 75 75 7574 Owl 76 76 76 76 76 76 76 76, 74 76 76 7676 76 76 76 76 76 74 74 76 7C, 76 76 75 72 72 7676 76 76 76 69, 69 76 76 76 16 76 176 �'67 67 76 76 73 ls 73 65 65 A." W.6o, 7$ 70 7879 78 78 79 78 78 79 79 78 79 79 79 M 78 7# 711 78 78 79 79 70 M 78 78 79 78 79 79 79 78 77 79 79 79 78 78 79 74 79 79 79 77 77 77 72 1w20 Array 78 79 78 79 At 72 77 79 70 70 78 79 78 74 79 79 78 X 76 76, 71 79 78 78 73 73 73 69 79 78 79 i 71 71 72 67 79 79 78 69 69 69 05 77 11 77 67 67 67 63 A114y Itwow, 10 W W 8D 80 OD 90 80 W 80 80 90 80 80 W 80' 80 80 80 80 80 W 80 so so so so W $o 80 so $o go so 80 80 W 80 W i so , go, so so go 801 go "'So W 80 8 201o,27 Array.' 80 80 W so W W W 80 W 90 80 su 80 80 90 90 20 20 90 80 79 90 80' 80 78 78 74 74 96 90 W 16 76 76 74 80 90 90 73 73 lI 71 80 00 1W 71 71 72 64 PWh*.o,, 94 % 94 94 M % 94 94 94 % U U 94 U % " 94 94 94 93 94 94 94 94 94 94 90 94 94 94 94 94 " 97 N N 94 94 94 91 84 91 92 92 92 92 as 82 as M.v got. N 94 W N % V % 94 N 94 94 90 93 W 9D 90 9D 90 97 90 87 87 97 87 97 84 78 94 24 24 94 '94 91 75 81 32 82 82 82 79 73 n n 79 '79 7977 71 77 AIWMrenwr 107 101 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 . . .. ....... 107 107, IN ID7 107 107 107 107 107 106 106 206 106 106 107 107 103 103 1(3 11)3 103 104 104 IW 100 100 100 10D 45W60 Array Edge 107 107 106 106 106 106 106 106 206 102 102 IOIZ 102 102 103 203 98 98 9& " 98 100 200 95 55 95 Its 91 '47 92 91 91 92 92 96 95 89 as 85 0 as 92 92 se 86 " 86 86 Mterwr 76 6 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 73 73 76 76 76 76 76 71 71 76 76 76 76 76 69 69 76 76 75 75 75 67 67 0.7 Army Edge ;6 6 76 76 76 76 71 71 76 76 76 76 76 68 68 76 76 74 74 74 % 66 76 76 72 72 72 64 U 76 76 69 69 0 62 61_ 76 75 57 67 67 60 W 76 72 65 65 65 57 57 Array towri., "' "'i 78 78 78 78 78 78 78 78 78 78 78 78 79 76 78 79 78 78 78 78 73 78 78 78 75 75 75 70 78 79 78 73 73 73 68 78 78 78 70 70 70 66 78 78 78 68 0 68 64 71.20 �,.y Edge 79 78 78 73 73 73 68 78 78 78 70 70 70 66 78 78 78 67 67 67 63 75 75 75 65 65 65 61 73 73 73 63 63 63 59 70 70 70 61 61 61 56 68 68 68 59 59 59 54 W W W W W W W W W W W W W W 80 W W W W t10 st, &0 ID W so 78 W W W 77 77 77 75 W W to3 75 75 75 73 ttO W W 73 73 73 71 40 Pe C ED to 27 �,� Up SO W W " 77 77 75 W W 80 74 74 74 72 K W W 72 72 72 70 W SO W 69 0 68 W W W 67 67 67 65 78 78 79 65 65 65 63 76 76 76 63 63 63 62 Array 94 N N N 94 89 94 94 94 N W 86 93 93 93 93 93 89 82 8 90 90 90 90 86 86 97 17 17 87 8 77 83 U M 81 75 81 81 8 91 81 78 73 79 27 to 45 1.y Edge E 86 N M 86 83 77 83 83 93 83 83 80 :03 lt W W 80 W 80 77 72 77 78 78 78 78 75 :91 75 75 75 75 72 67 72 73 73 73 73 70 65 70 71 71 71 71 68 63 68 -'y "", 107 n7 107 107 107 107 107 107 W7 IN IN IN 104 IN 105 105 101 101 101 101 101 102 102 97 97 97 97 97 . . . . . 97 97 91 91 91 91 91 N W U 88 88 U 45 to W Array �M Edge 99 " W % E4 . EA 96 M 90 90 90 W 93 93 87 87 V 87 97 W 9t) U U M 84 W W 82 92 92 82 82 86 86 79 79 79 79 79 Ow7 Arfyh)t&W 78 79 79 79 79 77 77 78 79 `nt 78 78 74 74 79 78 7& 7$ 78 72 72 78 78 79 79 78 Es 69 79 78 7S 75 75 67 67 78 78 73 73 73 65 65 78 78 71 71 71 63 63 .. E . 78 78_ 75 75 7. 78 ll 72 72 E4 . . . 70 . 70 R . At 75 67 . E. 78 73 . Is . V 51 . 70 63 63 63 55 55 69 61 61 61 53 53 _ Arotytotvior 80 W _75 'eG 7% 79 79 74 W W W 76 76 r76 71 20 i W 80, 71 73 73 0 W 80 80 71 71 71 66 n 79 79 68 68 68 64 77 77 77 66 66 66 62 _79 74 74 74 64 64 64 fil 7t420 AWEdge 79 79 79 " 6$ 69 64 76 76 76 66 66 66 6Z 73 73 73 U 64 64 W 71 71 71 61 61 61 57 6$ 6& 69 59 55 59 54 66 66 0 57 57 52 " " 54 54 54 49 , ArmyMtet7dr 82 9Z 82 92 82 82"' 92 92 82 81 91 41 79 92 82 8Z 79 73 78 76 82 92 92 75 75 75 73 9Z 92 82 73 73 73 n In 8292 71 71 71 69 82, _64_ 82 82 0 69 69 67 0 2010Y Army E#" 92 82 $2 73 73 73 71 82 ZZ 82 70 70 70 69 81 91 81 68 68 6& 66 78 78 79 65 65 65 64 76 76 76 63 63 $a 62 73 71 73 fil 61 61 6071 11 , 71 60 60 W 57 r 94 94 94 94 91 84 !n sl sa 91 91 97 91 97 87 87 87 97 94 79 94 94 94 84 84 81 75 81 82 82 82 82 n 73 n 79 79 79 79, 76 70 76 ' 77 77 77 77 14 6$ 74 Vu = 82 81 91 91 M 73 78 78 78 79 Ts X 70 76 76 76 76 76 73 67 73 73 ' 71 73 75 70 65 iO 71 71 71 ' 71 68 63 69 69 69 69 69 66 61 66 67 1 67 67 V 1�4 591 64 _- 07 107 102 10Z 102 102 102 194 103 103 99 98 98 98 98 100 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 99 89 89 89 92 92 86 86 8686 gs 90 90 83 Io 83 81 83 45.60 = 94 H 89 88 88 88 91 91 85 85 85 85 85 89 9% 82 82 82 82 82 86 86 79 79 79 79 79 83 83 77 77 77 77 77 81 81 75 75 75 15 75 1 79 79 72 72 72 72 72 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof — L-Foot — Landscape Ground E _e wir speed M mPh W h 150 mph 160 mph 170h 180 mph Snow Wad C,te,,,ry Panel An il-f Zone 1, 1 2. 2, 2n 3e 3, 1' 1 2e 2, 2,, 3e 3, 11 1 2e 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, 1. 1 2e 2, 2n 3e 3, 1. 1 2e 2, 2n 3e 3, 0.7 .'ay 1-1., "ray Edge 81 91 81 80 77 69 80 69 80 71 71 69 62 62 81 81 81 73 76 66 76 76 66 66 68 68 59 58 81 81 80 7D 72 72 63 63 72 63 64 64 54 54 81 81 <77 67 69 69 60 60 69 U 60 51 62 51 91 80 74 66 64 56 66 56 66 56 59 55 " 48 91 77 71 fil 64 53 64 53 64 53 55 55 45 45 7to20 Alayl.W,ia, Array Ed 83 83 73 73 93 73 73 63 73 73 68 63 0 59 90 69 W 69 80 69 69 50 69 69 65 W 60 55 76 66 76 66 76 66 66 56 66 66 62 56 56 51 72 63 s72 63 72 63 63 63 52 52 63 52 59 49 Ie W 69 0 60 60 W W 49 49 W 55 49 45 17 57 67 57 67 57 57 46 57 46 57 52 46 42 20.27 Array Werfer A,,.YEdz. 85 80 85 85 W 80 77 67 77 77 75 67 67 65 85 76 85 76 85 76 74 U 74 74 72 64 64 62 84 73 84 73 P 70 71 61 70 61 70 68 61 53 8D 69 80 69 80 67 69 57 67 67 57 57 65 55 77 67 77 n 67 67 64 54 64 54 64 63 54 52 74 64 74 64 74 64 GZ 51 62 51 62 60 51 49 AtWInwW 97 97 87 97 83 77 = 93 82 82 82 92 79 73 79 7$ 73 79 79 75 70 75 75 75 75 7S 72 67 72 72 72 72 72 69 64 69 65 69 69 69 67 62 67 27.45 MaY Edge 75 75 75 75 72 67 72 71 71 71 71 69 64 0 68 69 U 69 66 61 66 65 z65 65 65 63 57 63 62 Q 62 62 60 54 60 60 60 W w 57 51 57 45.60 Ayietriar IM 100 N S4 94 94 94 95 95 99 89 89 n 89 511 91 95 85 85 95 85 88 88 81 81 81 91 81 84 84 79 79 78 72 M 81 91 75 75 75 75 75 I Ar2yRige 98 89 82 92 92 82 82 84 94 79 78 r78 78 78 $0 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 69 68 a 69 68 71 71 65 65 6S 65 65 0 1, 7 —y interbr 111 79 71 71 71 63 63 V 75 67 67 67 W 60 81 71 54 64 " 56 56 M 68 61 61 61 52 52 K 65 58 58 58 49 49 79 63 55 55 55 47 47 A-, Edge n 58 62 62 62 53 53 81 65 SS 511 58 As 49 62 54 54 54 46 . 74 59 50 50 50 43 43 71 55 47 47 47 . 40 68 52 45 45 45 38 38 7.20 A,,, I—w Array Edge 74 65 74 74 65 66 65 55 65 65 61 55 55 50 71 61 71 61 71 61 61 51 61 61 57 51 51 46 67 58 67 58 67 58 M 47 58 47 58 53 47 43 64 54 64 541 64 54 54 44 54 54 44 44 49 40 62 51 U 62 51 51 52 41 51 41 51 46 41 M 59 48 59 48 59 Q 46 39 " 39 M 44 39 35 ao psi C 20 to 27 Array 1—to, Array Edge 82 71 at 82 71 71 69 0 69 69 67 0 60 58 78 68 78 68 79 68 65 55 65 65 64 55 55 53 74 65 74 65 74 62 65 52 62 52 62 61 52 % 71 62 71 62 71 60 62 48 60 W 48 48 57 46 68 59 68 68 59 59 56 45 56 45 56 54 45 " 66 56 66 56 66 56 53 43 53 43 53 51 43 41 27.45 Array 1—to, 77 77 77 77 74 69 74 73 73 73 73 70 65 70 70 M 70 70 67 62 67 67 67 67 67 64 59 U " U 64 64 62 56 62 61 61 61 61 59 53 59 Array Edge 67 67 _6767 U 60 64- _64 . 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Company Designer Job Number: Section Properties: Section1-450124 (REVX03).DXF Section Information: Material Type = General Shape Type = Arbitrary Number of Shapes = 1 Basic Properties: Total Width = 1.575 in Total Height = 1.575 in Centroid, Xo = 0.000 in Centroid, Yo = 0.786 in X-Bar (Right) = 0.787 in X-Bar (Left) = 0.787 in Y-Bar (Top) = 0.788 in Y-Bar (Bot) = 0.786 in Max Thick = 1.575 in Equivalent Properties: Area, Ax = 0.373 in A 2 Inertia, lxx = 0.151 inA4 Inertia, lyy = 0.100 inA4 Inertia, Ixy = -0.000 inA4 Sx (Top) = 0.191 in A 3 Sx (Bot) = 0.191 inA 3 Sy (Left) = 0.126 in A 3 Section Diagram Sy (Right) = 0.126 in A 3 rx = 0.635 in ry = 0.516 in Plastic Zx = 0.222 in A 3 Plastic Zy = 0.180 in A 3 Torsional J = <No Calc.> As-xx Def = 1.000 As-yy Def = 1.000 As-xx Stress = 1.000 As-yy Stress = 1.000 Feb 19, 2021 06:43 AM Checked By: C:\RISA\SectionProjectl Page 2 30 of 31