The URL can be used to link to this page

Home My WebLink About22-5379City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGR-005379-2022 L Issue Date: 12/16/2022 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 rein spection, 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, 11111 111 ;JII 11 111 1 1 Jill JIM! III Ii III 11111! 111!11 Jill !I I I before recording your notice of commencement." CONTRACTOR SIG AT E PE IT OFFICE ff PERMIT EXPIR IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Owner's Address lamOwner Phone Number Fee Simple Titleholder Name Owner Phone Number SUBDIVISION lYpr f6 PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF--] ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING ECHANICAL AMP SERVICE PROGRESS ENERGY = W,R,E,C, VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS E== FLOOD ZONE AREA =YES NO BUILDER COMPANY E SIGNATURE = REGISTERED Y l N � FEE �cIRRIN Y i N� Address E======== License # ELECTRICIAN COMPANY E SIGNATURE REGISTERED ;�FEE.RREN Y 1 N�� Address License # PLUMBER COMPANY E;;;; SIGNATURE REGISTERED FEE C.R�PENY J N�� Address License # COMPANY MECHANICAL Alle L"C-Nolnewpjl^14 SIGNATURE REGISTERED ^ YIN FEE CURREN YIN Address %License # OTHER COMPANY E SIGNATURE REGISTERED FEE 11�11RINY / N�� Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-OW Permit for new construction, Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 clumpster; Site Work Permit for subdivisionsllarge 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/ Silt Fence installed, Sanitary Facilities & 1 clumpster, 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 A/C Fences (PloUSurvey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release, If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided With a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, 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. 1. "IT4111021UT me or haalhave pr as identification. 'Zt.,y Public Commission No 142 _40 Name .fNotary Iyed CONTRACTOR So son ad a irm .l>ef5ra me this he is/are rsonally kno a me or has/have produced as identification. Oa Notary Public Commission No., Name of Notary typed, printed or stamped 13130 56t" Ct Suite 605 Clearwater, FL 33760 813-907-8877 CAC1 17421 Contractor's Authorization Letter 1, ve /I/ license holder f Please allow ONLY the person(s) listed below to sign. This letter supersedes all ethers. Contractor's Signature Contractor's Printed Name ffllzfim�� The foregoing instrument was acknowledged before me this / day of 20 by who is ersonally known rye or has prod ed as identification. NOT ARY PUBLIC ;'Uu year plouUUL Wdrfunty allu ZQ-ywt11 i'no,'10 liar warranty2. APT test conditions according to IEC/TS 62804-1:2016, method A (1500V, 96h) See data sheet on rear for further information, THE IDEAL SOLUTION FOR: Rooftop arrays on residential buildings Engineered in Germany I Daniel W. Dunzl*k Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesignCa),comcascnet December 15, 2022 Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-16 Dead Loads = 10 psf + 2.6 psf (new solar panels) = 116 psf Roof Live Load = 20 psf Ground Snow Load/Live Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-16, Equation 29,4-7 Using an effective wind area of 10 SF, external pressure coefficient ftom Figure 30.3 -A-1 Zone I = -36.5 psf Roof Slope = 21 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 A. 1, ASD combo = D 4, 0.6W: Zone I = 2.6 psf + 0,6(-36.5 psf.) = -19.3 psf Zone 2 = 2.6 psf + 0.6(-47.4 pst) = -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)A 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)A 2 / 144 = 7,11 SF Lag Screw Forces: W 266lb/m (Table 12.2A, 2015 NDS) Zone I = 19.3 psf x 16 SF = 309 lb < WI, OK Cd = 1.6 (Table 2.3 1, 2015 NDS) Zone 2 = 25.8 psf x 7.11 SF = 183 lb < W', OK Ct = I (Table 23.3, 2015 NDS) Zone 3 = 30.2 psf x 7.11 SIT = 215 lb < W', OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in, xl.6 x I = 1276.8 lb Daniel W. * Architect LE D-AP 370 Burnt Hill Rd. Skillman NJ. 0 558 908-872-3664 Studio desi nCcomcast,net December 15, 2022 Re: Proposal Photovoltaic Solar Panel Installation Gladys Ogoti 7005 SILVERADO RANCH BLVD ZEPHYRHILLS, FL 33541 Dear Plan Reviewer: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of, the Architect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof The roof framing is constructed of "x4" wood trusses @24" o.c. spanning 17' 10" with a top chord length of 19' 1" with intermediate supports at 1 /3rd points, making the effective longest span equals 6' 6" with 1I2" OSB plywood sheathing. The new array (See Site map by contractor) will acid 2.63 Lb. 1 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: "nr MINT 11" & Ttofasen" Click Fit,& Attachment Systems 6 wind zone 1 1 wind zone 2 1 wind zone: 3 Info. min. 5116" x 4" long stainless -steel lags with a rain. 45 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 - R.esidential 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 earliest convenience. Thank you. ILI Daniel W. Dunzik, RA, LEED-AP FL. Lic. No. AR98795 MECHANICAL SPECIFICATION 1717 mm x 1045 mm x 32 mm (including frame) tr t t 19.9kg 3.2mm thermally pre -stressed glass with aria -reflection technology ... ,_..._. nxeza��wmrrwmznatsmrn Composite film$- .. .. .... .. , ......._... . , ....._._. .......... ._..._.. ._.___....... ........._.. .- Black anodised aluminium YOU2.5mm a �---- 6 x 20 monoorystalline Q.ANTUM solar halt cells� smm .. 53-101mm x 32-60mm x 15-18 mm Protection class IP67, with bypass diodes t ❑ w" drams Solar cable, (+)z1150mm,Os1150mm 4.Mave p� _ .... .. .. .. ... . . .. ., .. ._. ... .. .. . _ . .......... _.. u ._ ... Stbubll MC4; IP68 9.1H _ pp Sv nrMnape hOba It:B'fAlt Ai D€TNLA 21.-I D-9mm ELECTRICAL CHARACTERISTICS POWER CLASS 360 356 �,. 360 ....,,....:.. 366 ,..,....w.,., 370' (l, tN 11 Itf Y.rt... r, 01R KAi A N C'E, AT TA DA RC 7E.ST C 3ND1110NS,STc:{(; O1t<..R,-4iE,t.i?,"loC E .t1r /' 0W) ._.,,.e..,, e, ,..,,...e,..........,»..�.. ..._. . .e.,_. .....u_.................. i"o"vnrRAPP. .�..,...,.....,.,.n,..,......e..d........ . �...,... ......, Pas [W] 350 m.. vn....».,.w._....:,.,.....e..,......,,.,w........,.�.......e.,... 365 360 .,v.......,._<..�..,._.......m.,.......,...e.. 365 370 he. i .ir c u 1 i Cv,. �n` c IAI 10.97 1100 1104 11,07 11,10 n(f C rcz ' ,{age Voc IVI 41,11 41,14 41.18 41.21 41,24 _.. _...... M 1.f P ,.... r..,,...._.................._,e.._m... _..._... ImM, [AI 10,n7 . m w..w 10.43 10;49 .M1.......r._.m�..mmrn,.w.�.m.. 10,56 10.62 ' ... s, a r, ;, Vc11 IV] 33,76 34.03 34,31 34,58 34,84 . (%j 19.5 a19.8 a20.1 x20.3 it20.6 >t.ie P 0,,dL1\,C,.A NOMMA i. 0KPATM' COND! IOIV9, Ll ntr 0' ,.,, ....„ . t.,A¢,. M. 1�, r` .. ....... . ..........». ... ...,.....,.. pvpp .... .(Va�F.:. ..,.,...,..262.6 ,�..._._......_.�.._2fi6 x'�. ......<._..._«.,. 270.1� ....,..,... 273. ..<..�.».. ......�„ .�G77.6 t. `r i.,,.., e.=o` Isc [A] 884 8,87 8.89 8.92 8,95 .:.ram.t , Voc,_�._..._b.IV ,. 38.77 w 38,80 38.83 38,86 38,90 al ,..?7,� IAI 814 8.20 8,26 8.31 8,37 . ...__, a,, : d' Vm" It1I 32,24 32,48 32.71 32.94 33,17 'Measurement tolerances Pnlrr +3% Isc. Vc.; a5 h at STC 1000 W/ma, 25±2 C, AM 15 according to IEC 60904-3 > =800 W/m2, NMt1T, spectrum AM 1.5 _.,a.. 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE ' At least 98% of nominal power out- *-r-____I_____n ----- r------ t ing first year. Thereafter max. 0.5% ____ _ --_ _ degradation Per year At least 93.5` of nominal power up to 10 years. At d � � least86%ofnominalpowerupto -----------2SYears ao -_n___ r_ __._...------------ All data within measurement toler- ances, Full warranties in accordance eu m.,... with the warranty terms of the ° 0i° 60 0. loos, Q CELLS sales organisation of your , RaAz,,ti'NCP_W.�,r=,_ s so is eo a respective country. rARs Typical module performance under low irradiance conditions in > comparison to STC conditions (26'C,1000 W/m2}. iEMPERAitIR F COEFFICIFNTS �. a [%/K) +0.04 n u.,at�rr CooflciontofV, I%/Kj {7.27 �.. ._. ..... ,,.ur( rC „f, e k 1 .. _ . .m, y .�t/KI 0.34 �."niP.�„aMl i,xffi_=. ce .r..yd'Temperature w NMOT I°CI 4313 PROPERTIES FOR SYSTEM DESIGN v4„t mv rv, ay,,tr rn Vottag e IV] i osio t s_t. ,7, i cs:. l_ tpd IPA QUALIFICATIONS AND CERTIFICATES Quality Cwteailed PV . TOV Rhehloi,d; iEC 61210 2016; lEC is30,2016. Thisdata heatco,,. With DIN EN 50380 n7vantWnnd 1. CE 0CPV CertiaCsten 0%ronn M itiYY 2YR3Yt 1000 r f n.or ule cinesxilcetlon Class tl 24. r 7afing based or, ANSI ILJL 63,730 CITYPE 2 3600/2660 .�..';rn.,,;edModule Te, sir. azure a -40'f, -+85IC 5400/4000 n.i a Duty Nobin Installation instructions must be followed. Seethe installation and operating manual or contact our technical service departmentfor further information on approved installation and use of this product. Hanwha0 CELLSGm6N Sonnenailee 17-21, 06766 5ltterfeld-Wolfen, Germany I TEL+49 (0)3494 66 99-234441 FAX +49 (0)3494 66 99-230001 EMAiLsales@q-celis.aom i WEB www,q-cells.com Engineered in Germany OCIELLS T is our proprietary application -specific integrated circuit (ASIC) which enables the micr*inyerter to operate lngr4-ti6d or*ffr-grid modes. This ch!R Is b!wtift in advaric 55nm technology with high speed digital logic and has super -fast response times energy systems. Part of the Enphase Energy System, 108 Series Microinverters integrate with the Enphase IQ Battery, Enphase 10 Gateway, and the Enphase Opp monitoring and analysis software. Connect PV modules quickly and easily to IQ8 Series Microinverters using the included Q-DCC-2 adapter cable with plug-n-play MC4 connectors, 108 Series Microinverters are UL Listed as PV Rapid Shut Down Equipment and conform with various regulations, when installed according to manufacturer's instructions. 0 2022 Enphase Energy. All rights reserved. Enphase, the Enphase logo, 108 Microinverters, and other names are trademarks of Enphase Energy, Inc, Data subject to change. 10$SE-DS-0001-01-EN-US-2022-03-17 Easy to Install Lightweight and compact with plug-n-play connectors Power Line Communication (PLC) between components Faster installation with simple two -Wire cabling High productivity and reliability Produce power even when the grid is down* More than one million cumulative hours of testing Class If double -insulated enclosure Optimized for the latest high- powered PV modules is grid -forcing Complies With the latest advanced grid Support" Remote automatic updates for the latest grid requirements Configurable to support a wide range of grid profiles Meets CA Rule 21 (UL 1741-SA) requirements Only when installed with 10 System Controller 2, meets UL 1741. I08H-208V operates only in grid -tied mode. 108 Series Microinverters supports split phase, 240V IQOH-208 supports split phase, 206V duly: Commonly used module pairings2 w 235 - 350 235 - 440 260 - 460 295 - 500 320 - 540+ 295 - 500+ Module compatibility 60-cell/120 half-cell60-cell/120 half -cell, 66-cell/132 half-ooli and 72-cell/144 half -cell MPPT voltage range v 27 - 37 29 - 45 33 - 45 36 - 45 38 -- 45 38 - 45 Operating range V 25 - 48 25 - 58 Min/max start voltage V 30 / 48 30 / 58 Max input DC voltage v 50 60 Max DC current' [module lsoj A 15 Overvoltage class DC port II DC port backfeed current mA 0 PV array configuration 1x1 Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit 6 b' ofIN Peak output power VA 245 300 330 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal (L-L) voltage/range° v 240 / 211- 264` 208 / 183-- 250 Max continuous output current A 1.0 1.21 1.35 1.45 1.58 1.73 Nominal frequency Hz - 60 Extended frequency range Hz 50 - 68 AC short circuit fault current over 2 4,4 3 cycles Arms Max units per 20 A (L-L) branch circuits 16 13 11 11 10 9 Total harmonic distortion <5°Y Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid -tied power factor (adjustable) 0.85leading - 0.85 lagging Peak efficiency % 97.5 97.6 97.6 97.6 97.6 97.4 CEC weighted efficiency % 97 97 97 97.5 97 97' Night-time power consumption mw 60 Ambient temperature range -400C to +600C (-40°F to+1400F)' Relative humidity range 4% to 100% (condensing) DC Connector type MC4 Dimensions (HxWxD) 212 mm (8.3") x 175 mm (6.9") x 30.2 mm f1.21 Weight 1.08 kg (2.38 Ibs) Cooling Natural convection - no fans Approved for wet locations yes ' Pollution degree PD3 Enclosure Class It double -insulated, corrosion resistant polymeric enclosure Environ. category / UV exposure rating NEMA Type 6 / outdoor r CA Rule 21(UL 1741-SA), UL 62109-1, UL1741AEEE1547, FCC Part 15 Class 6, ICES-0003 Class 6, CAN/CSA-C22.2 NO. 107.1- 1 Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DO conductors, when Installed according to manufacturer's Instructions. (1) The 108H-208 variant will be operating in grid -tied mode only at 208V AC. (2) No enforced DC/AC ratio. See the compatibility calculator at https://Ilnk.enphase.com/module-compatibility (3) Maximum continuous input DC current is 10.6A (4) Nominal voltage range can be extended beyond nominal if required by the utility. (5) Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. IQ8SE-DS-0001-01-EN-US-202 -03-17 Dual bolt design.- M8 or 5/1611 Call Now for more details 858-935-6064 Easy tapping 1 /4" Flex Bolt screw guide upper h nn l Flat lip for M8 or 5/15" PV Cable Hex Bolt clips Y . �t bottom charnel Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) MINI base: 20 ea. Screw: 40 ea. Extra RT-Butyl : 10 ea. Optional item 5 x 60mm Mounting $Crew (RT2-04-SD5-60): 100 ea./Bag 5/16" Hex bolt, washer & nut Set (RT-04-BN30$L-US): 100 e&/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 100% Waterproof 0 0 0 0 0 0 M 31/2 (90) 2 (50) Rafter installation Deck installation FLORIDA BUILDING CODE COMPLIANCE EcaFasten. FLORIDA BUILDING CODE 2020 REQUIREMENTS Questions often arise in the solar industry as to the requirements for installing solar mounting systems in Dade and Bsward counties and throughout the rest of the Florida, Outlined below are the four requirements to comply with the 2020 Florida Building Code, The first three requirements are necessary for solar racking systems, while the fourth is specific to solar roof attachments, The fifth item, Florida -specific testing, is optional for installation, 1 - UL CERTIFICATIONS Racking UL 2703 (Supplied by EcoFasten) 2 - MODULE LOAD RATING '�e rrlee 3 - RACKING STRUCrURAL CAPACITY Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 4 - ROOF ATTACHMENTS Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten) Waterproofing/Flashing per NRCA & FRSA/TRI (Florida) guidelines (Supplied by Ecol'asten, when applicable) 5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS Florida Product Approval Miami Dade NOA Water Seat Testing: TAS100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA) ten I Page 2 �! I �111111111��Iwqpijgi� EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida, which are CIF-10 and QB-1 as shown below. CIF-10 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an EcoFasten compression bracket, a watertight seal is created, maintaining the integrity of the roof. Available GF-10 SKUs: 0 3012010 - GF-1 FLASHING GLV BLK 8x12" 0 3012011 - GF-1 FLASHING GLV IVILL 8X1211 Available Compression Brackets: 0 2012022-CFUNIVL-FOOTMLL3" CIF-10 Structural Capacity Documentation for Permit Packets ClickFitL-FootCnoacit,-n--cart OZ29.2021 GF-1 Installation Manual Florida 08.11.2021 v2.0 EcOasten. For Instatters, By Instatters, ECOFASTEN ROOF ATTACHMENTS — FLORIDA COMPLIANT M QB-1 uses a super strong base that can be used on composition shingle, tile, shake, slate, metal shingle, and low slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can be installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. Available Q13-1 SKUs: 0 3017010 - Q0-1 BASE AL 0 3017011 - Q13-1 POST AL IVILL 45' * 3017012 - QB-1 POSTAL DILL 6.5" 0 3017013 - Q13-1 FLASHING AL IVILL 12X12" 0 3017014 - Q0-1 FLASHING AL IVILL 18X18" 0 3017015 - Q13-1 EPDM COLLAR BLK 115" QB-1 Structural Capacity Documentation for Permit Packets QB-1 Installation Manual 04.09,2021 v1,0 1".1coFasten, For Instatters, By Installers, ECOFASTEN RACKING SYSTEM — FLORIDA COMPLIANT CLICI(MI"' ClickFitO is one of the fastest installing rail -based systems in the industry. With its click -in rail assembly, the rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools. The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity. Available ClickFit Rail SKUs: 0 2012021 - CF STD RAIL MLLAL 14FT 0 2012025 - CF STD RAIL AL SILL 171,5" ClickFit UL 2703 Certification for Permit Packets � ClickFit .2021 v2.5 � ClickHtLPL 270 Approved Addendum 06.6Z2021 v1.1 ClickFit Module Load Rating/Span Tables for Permit Packets 0, ClickFit Master Letter Certification 04.15.2021 ClickFit Waterproofing for Permit Packets GF-1 CENT SHEETS u C,F.. j FLA; HING v LV GL'',. $X i FLASHING GLV MLL STRUCTURAL CER7 Designed and Certified for Compliance with t �,t ; '. For Instatters. By Installers, IFICATION to Florida Building Code & A CE/ I-i Q1{UT SHEEN � g « »E � « � : For Instatters, By Instalters, QB-1 CUT SHEETS EcoFasten, For Installers, By Installers, 4 1 CLICKFIT CUT SHEETS cFuNYV r•�00rMLLT W STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & A E/ EI-7 L 2703 Conforms to UL 2703 Mechanical & Banding requirements, See EccrFasten ClickFit Installation -Manual for full ratings, ,i. For Instatters.. By Installers, EcoFasten I Page 10 .f . Listed below is the documentation you will need to provide to your AHJ for permitting approval. Click on the link to download file. UL 2703 CERTIFICATIONS: � ClickFit roved Installation Manual Version OZO6.2021 v2.5 k ClickFit UL 2703 Approved Addendum 06.OZ2021 v1.1 STRUCTURAL CERTIFICATIONS: ClickFit L-Foot Cqvarit- - " -port 07,29,2021 ClickFit Master Letter Certification 04.15,2021 GF-1 Installation Man ual Florida 08, 11 , 2021 v2, 0 Qp-1 State o 'Florida Gerd fi scot/cars Letter 07.29,2021 L ......... WATERPROOFING: ' o ClickFit UL 441 Rain R Dort 03.17.2021 INSTALLATION MANUALS: GF-1 Install dots Monual Florida 08.11.2021 v2.0 OPTIONAL CUT SHEETS: 2012021 - CFSTD RAIL MLL AL 14FTCut Sheet 2012022 - CF UNIV L-FOOT FILL 3"" Cut Sheet A, Ecc)Fasten, For InstatLers, By Installers, I Page 11 CONTACT ECOFASTEN 4141 W Van Buren Street, Suite 2, Phoenix, AZ 85009 877e8593947 1 ecofastensolar.com EcoFasten. For Instatters, By Instatters, DETAIL B SCALE 1 48 m .XX. +/-,030 X: +1- .75 .XXX: +/-.010 XX: +/-.25 m INNOVATIVE moumnin sysnm CLICKFIT COMP SHINGLE mmoffilm EcoFasten Solar LLC 4141 W Van Buren St Ste 2 mmzem�� Subject: Engineering Certification for the State of Florida PZSE, Inc, — Structural Engineers has provided engineering and span tables for the EcoFasten - ClickFit System, as presented PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - ClickFit System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: I Building Codes: 1. 2020 Florida Building Code, by Florida Bui ding Commission 2. ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, by Americap Society of Civil Engineers 1 2018 International Building Code, by International Code Council, Inc, 42018 International Residential Code, by International Code Council, Inc. SAC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES & Aluminum Design Manual 201S, by The Aluminum Association, Inc. 7, ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by t e American Wood Council Design Criteria: Risk Category 11 Seismic Design Category = A - E Exposure Category = B, C & D DIGITALLY SIGNED Basic Wind Speed (ultimate) per ASCE 7-16 = 90 mph to 180 mph fill/,, Ground Snow Load = 0 to 60 (psf) This letter certifies that the loading criteria and design basis for the EcoFasten - ClickFit System Span Tables are in compliance with the above codes. If you have any questions on the THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL Prepared by: K, ZACHER, PE ON 04/22/2021 USING A SHA-1 AUTHENTICATION CODE, PZSE, Inc. —Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,9613960 916.9613965 www,pzse.com ZMAMI EcoFasten Solar LLC 4141 W Van Buren St, Ste 2 Phoenix, AZ 85009 TEL: (877) 859-3947 Attn.: EcoFasten Solar LLC - Engineering Department Re: Report # 2019-11325HGS.01 Engineering Certification for the EcoFasten Solar LLC ClickF!t - Rail System for Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data,,al analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comp y with the following codes: 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7.16 2. 2018 International Building Code, by the International Code Council, Inc. 3. 2018 International Residential Code, by the international Code Council, Inc. 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012, by ICC-ES 5. Aluminum Design Manual 2015, by The Aluminum Association, Inc. Following are typical specifications to meet the above code requirements: Design Criteria: Ground Snow Load = 0 - 60 (psf) Basic Wind Speed 90 - 180 (mph) Roof Mean Height 0 - 30 (ft) Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 0 - 600 (degrees) Exposure Category = B, C & D Rail: The evaluation of the CllckFit System Rail p/n 2012021 (450124, REV X03), made with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksl- Cantilever: Maximum cantilever length is L/3, where 'T' is the span noted in the Spar Tables, provided at least 1 module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,9613960 916,9613965 wwwpzse,com P- Ntr(NPErF $ � Clearance- 2" to 10" clear from the to ME�� Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for installation. PV Module Size: 60-Cell PV Panel max dimension is 68.5". 72-Cell PV Panel max dimension is 80.4". Installation Orientation: Landscape (L) - PV Panel long dimension is parallet 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 paralW to the ricip/eave line of the roof, and the PV panel is mounted on the long side. Roof Zones — Enclosed and Partially Enclosed Gable Roofs, 0 5 70: The zoites shall be-46ter4iLhied usin ' Lore 754.1-21 *f iSCF 7-11,. . I 1478 Sfone Poinf Drive, Suite 190, Roseville, CA 95661 916.961,3960 916,961,3965 www.pzse.com I V111,111111,11 Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < 0 5 60 0: The Edge Zone, "a," shall be determined using figure 30.3-2B 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 I and 1' (See ClickFit System Rail Span Chart). Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClIckFit System Rail Span Chart). See Figure 2. CORNER ZONE (3e- 27 SEE DETAIL FOR MOUNT LOCATION RIDGE 2 CORNER 70NE ("k %r,,E,, DETAIL F6 o MOUNT LOCATION GABLE FDGF ZONE HATCHED AREA INDICATES "a" V- DISTANCE E "1=0'fX(LH0)0'Q j MINIMUM OF Y-0" EDGE ZONE t� INTERIOR ZONF,(, F.DGF ONE WALL WORT-O'MIN-f ...... ....... Ix Figure 2: Roof Zones, Gable and Hip Roofs, 70 < 0:5 450 Panel with Support Mounts in Multiple Roof Zones: W) -244*4� Y-V,-�-'AMUJI W—VP-A-Al-L�- t 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 "dj" 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 916.961,3960 91&9613965 WWW'PzSe'CoM Ell OF ADJACENT SOLAR ARRAY OR BUILDING EDGE rMMMERME1= Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. In all cases, these tables should be used under the direction of a design professional with sufficient structural engineering knowledge and experience to be able to: Evaluate whether these tables apply to the project, and This letter certifies that the Ecol'asten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. 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. Structures will require additional knowledge of the building and are outside the scope of the certification of this racking system. Prepared by: PZSE, Inc. —Structural Engineers Roseville 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916,961 A3960 916,961.3965 www,pzse,corn Table of �;_q_ptqnt Re-...... .... .......................................... .................................. .........mm,Page # Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60.Cell Modules - Portrait .... ................ 6 Span Tables for Flush -Mount CickFlt System on 0-30 Foot Roof with 72-Cell Modules - Portrait .... ___ .... 14 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60.2ell & 72-Cell Modules - Landscape ...... 22 1478 Stone Point Drive, Suite 190, Roseville, Cy 95661 916961.3960 < 916,961.3965 « www,pz22om 11�,'' "I 11'1�, 1�1 11� z" 5 of 31 6 of 31 7 of 31 of 31 9of31 10 of 31 Hilrim 12 of 31 13 of 31 u my= ax€mum Rail Spans{inches} ClkkEft Rail 450124(RE 03}Flush unt on 0 to 30 Foot Roof_t Foot_.72 (P) 58,3 Epo ure Wi�x?SP44d> 130mph 149 150mph {J—J.-170mPn .-,— k80 mph S.xxw E Jnf'P.- :�s9f Z.r;e a. ^ 2e 2r 2rz 3e 31 11 1 2e 2s 2n 3. 3r 1` 2e 2r 2n 3e 3r 1' 1 2e 2r 2n 3e 3, 1 2e 2: 20 3e 37 2e 21 2n 3e 31 i ':0 so7 Rraay htteeem $2 74 67 67 67 59 59 82 72 63 63 63. 55 55 82 67 60 60 60 51 51 81 64 56 5& '.S6 42 47. R 61 SA 53 53 44 44 74: 58 59 50 50 42 '42 Arc4p Ed8e &1 54 57 57 57 48 :4$ £ 61 52 52 52: 4k 44 73 57 43 49 49 41 41 70 53 46 46 46 38 3' 67 50 43 43 43 36 36 64 47 46 49 40 32 32:. A:r39 8138 IA4 74 706, 61 61 5S 56 66 :66 $6 56 56 51)63 53 53 35252528433n8 52:: 4$ 60 66 68 49 ".49 49 45 57 57 57 46 46 46 42 54 54 54 43 43 43 39.:. [i { Array Edge 1853 614 494 45 56 55 56 46 46 46 41 52 52 52 42 4242 39 49 49 49 40 40 40 36 46 46 46 37 37 17 5243 43 4335 35 35 29 ( 3 W0 27 r Nayf P i9 78 78 78 55 65 65 63 74 74 74 61 61: 61 59 79 70 76 56 58 58 65 57 67 67 54 54 54 52 26454645151514A 64 51 51 51 49 6l 6l 61 4$ 48 48 48 81086468 67 'a7 67 54 54 54 Sf 64 64 64 35k 54 50 49 61 61 61 47 47 47 45 57 57 57 44 44 44 42 53 53 53 41 41 4E 39 59 50 SO 39 39 39 37 { M.45 Arrzyt 9r 72 72 72 72 70 647 68 68 69 68 66: 61 55 G-5 655 65 65 63 57 6₹ 62 52 52 62 60 54 60: 58 60 60 60 57 50 57 56 56 56 56 53 47 53 Array Etl e 63: 6363 63 EA S4 56 59 59 59 55 56: 50 $6 55 55 55 55 52 46: 52 51 51 51 51 49 43 44 46 48 4& 48 46 41 46 46 46 46 46 43 3843 f8108's' 82 E2 7$ 7A Pa 78 :18 /9 /8 74 74 74: 74 74 76 76 71 71 71 71: 71 73 73 68 6$ 60 S$ 53 j 70 38 ra,5 40 655 65 65 60 5$ 62 62 72 % Allay€dg¢ 73 73 68 6$ 68 68 5& 10 70 6S 83 65. 55 55 67 £7 62 5Z 52 52: b2{64 fi4 5$ 53 58 fit 55 55 55 55 35 5§.. 59 7 52 S2 52 52 i f 0tp7 Array 11111.1 82 66 59 59 53 49 49 7962 54 44 54 46 46 7559 St 51 51 43 43 71 55 47 47 47 40 40 68 52 44 8444 37 37 6843 42 42 42 35 35 7880y%434872 56 47 47 47 40 40 56 52 4844 44 37 3f 65 4841 41 41 33 33 62 45 38 33 38 29 29 59 42 3% 3636 25 26 55 40 32 32 32 23 23 7£020 ' 6341A49012 62 62 62 61 51 51 45(5$ 5$ 53 47 47 47 43 54 54 54 44 44 44 40 51 51 51 41 41 41 37 43 48 48 39 39 39 35 45 45 45 36 36 36 31 41103 3460 51 51 51 41 41 41 3$(47 47 47 38 38 38 3444 44 4435 36 35 2341 41 41 31 31 31 25139 39 39 27 27 27 2836 36 36 24 24 2439 084 C 2Cta27 ° 6g 69 69 56 So 56 84 65 6S 55 52 52 52 56 62 62 62 48 48 48 46 53 59 54 45 45 45 43 55 sss 55 42 42 42 41 52 52 52 46 46 4D 38 Array Edga 59 59 59 45 45 45 44 55 55 55 42 42 42 40 51 51 51 39 39 39 38 4$ 48 48 37 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 27T 4 421293 2191 64 64 64 64 62 5632 15t 61 51 61 58 5030 57 57 57 57 54 4$ 54 53 53 53 53 51 45 52 SO 88 50 50 47 42 47 47 42 47 47 45 40 45 } 5187 6490 7% 54 ,404 51 4S 5, 54 50 54 54 47 42 47 46 AE 46 46 44 39 44 43 43 43 43 41 37 41 41 42 41 41 38 33 36 38 3E 38 38 36 29 36 95 t9 63 Arran Pr>cer4Pr 7474 76 7870 7k 70 73 71 66 60066665868 63 53 53 6353 65 65 6030 50 64 69 63 63 57 57 57 57 57 60 60 54 34 54 54 54 Array Edge: 66 66 60 60 60 6p 60 62 62 167% $6 66 55 5959 52 52 52 52 52 55 56 49 49 49 49 49 52 52 4fi 45 46 45 46 49 49 43 43 43 43 43 :6fo7 Any Mi4Xior 78::. 62 54 3.4 54 45 45 74 58 50 50 5" 42 42 70 54 4fi 45 4E 39. 39 67 32 43 43 43 .£ 36164 43 43 41 41 33 33 62 45 38 3& 38 29 :25. Array Edge 6T 51 43 43 43 37 37 64 47 40 40 40_. 32 32 51 44 37 37 37 23.. 28 57 41 34 34 34 24 24 54 38 36 34 30 22 22 51 36 27 27 27 13 19': 7 fn20 ArreY F9ten9r S8 58 -a8 47 47 47 82 53 93 53 43 43' 43 39 50 50 38 AO -00 4D': 37 46 46 46 38 38 3L 33 44 44 44 35 35 35 29 4L k£ 41 30 31 8k 25 4936340167 47 47 38 38 38 33 43 43. 43 34 34 34 29 :40 40 4D 36 30 34: 255 ;3k 38 26 26 25 2218, 35 35 23 23.:;23 19 31': 31 31 20 2828 £7. 0 248827 A-.,I 3 81 65 65 55 S1 S1 51 49 68 51 51 44 4& 48 A5 58 58 58 44 44 44 42 54 54 54 41 41 4t 88 Si 51 51 3939 33 37 48 4044 37 37 5 35 65103 6440 54 54 54 42 42 42 :49 Sri 50 54 39 33 39 31 47 47 47 36 36 35:. 33 44 44 44 32 32 32 29:. 41 41 41 23 28 28 26 39:: 39 39 25 25 25 23.: 27 WAS r kd7j niHi'Ui r 60 11 10 30 57 S1 57 5556 55 55 53 47 53 11 5232 51 56 44. SQ 49 d3 48 49 46 4005466% 45 46 43 39 43 4333 43 43 41 37 41 Agra{Edge 49_: 49 49 49 47 42 47 4_____46____45____45______43_____38 43 42 42____42_________ __40_ ___36___40148______10 40 00_ 38_____5_______6: 37____37______37_____37_____35______23____30 35_____36_____55_ _35____30 25 31.: Array838301 71 71 66 66 65 65 66 67 67 62 62 62 62 52 3 65 65 59 59 59 59': 331 52 62 55 55 53 53 55 59 55 52 52 52 52 52 56 56 49 49 49 44 49 i Arr P4ga 62:.. 62 56 56 55 56 56 56 58: 52 52 52 52 52 54 54 48 48 48 43 48,51 51 45 43 45 45 45. 48 43 42 42 42 42 42 45'.:. 45 48 40 46 40 44 3 ❑ta7 A`X4'20'Yerior 79 74 67 67 67 59 59 79 72 63 63 63 55 55 79 '67 60 32 60 51 51 79 64 56 56 56 47 47 77 61 53 53 53 44 44 74 58 30 50 50 42 42 6718864041 79 64 57 57 57 48 48 77 61 52 .522 5Z 44 44 73 57 49 49.,49 _41 41 76_53 46 46_46 33 38 67 56 43 43 43 36 36 64 A7 44 44 40 32 32 7T 20 4F733n30701 70 70 70 6i 61 62 55 66 65 66 56 56 56 53 63 63 63 52 52 52 4$ 60 50 60 43 43 49 45 57 57 57 46 46 46 42 54 54 54 43 43 43 33 Array Edge 61 61 61 49 49 49 45 56 56 56 46 46 46 41 52 52 52 42 42' 42 39 49 49 49 40 40 40 36 46 46 46 37 37 37 32 43 43 43 35 35 35 29 8 2@1527 s Array 03 41 '78 78 78 65 65 65 63 74 74 74 63 61 61 53 Z4 70 70 58 58 58 55 57 67 67 54 54 54 52 64 64 54 51 51 51 491'61 61 61 48 48 43 45 Array£dge 57 57 67 54 S4 54 52 64 64 54 50 8850 48 61 61 61 47 47 47 45:57 57 57 44 44 44 42 53 53 53 42 41 41 39150 56 50 39 39 39 37 276.45 1 Amay(tt6erinr 1272 72 72 70 64 11 68 68 68 66 66 62 66 55 65 65 65 63 S7 63 62 62 62 62 69 54 60 60 60 60 60 57 50 57 56 55 55 56 53 47 53 Ar[eyE e 63 63 63 63 60 54 ED 59 59 59 59 56 50 55 55 55 55 55 52 46 52 51 5£ 51 51 49 43 49 48 48 48 48 46 41. 46 46 46 46 46 43 _383 t 45 to 5D 3 42mymmfmr 82 $2 78 78 78 7$ 78 79 79 74 74 74 74 74 76 76 71 71 71 71 71 73 73 63 63 68 68 68 70 70 65 55 65 65 65 S8 686 62 52 52 62 ArtayEdg. 73 73 68 68 68 68 58 70 70 65 65 65 65 65 67 67 62 62 62 62 62 64 64 58 58 59 58 58 61 61 55 55 55 55 5.5 54 59 52 52 52 52 52 :Oka7 Art03131170 7/ 65 59 59 59 49 44 79 62:: 54 1454 46 45 :75 59 51 51 51 43 43 71 55 47 47 47 40 46: 68 52 44 44 44 37 37 65 49 4242 42 35 35 Arra36848 72.. 55 47 A7 47 4£i :49 68 52 44 44 44 37 37 55 48 4k 41 41 33: 33 62 45 38 3& 38 23 24.::x 59 42 36 36 $6 26 26 55 4?t 32 32 32 23 :23:: 72026 611085388301 62'. 62 62 51 511 51 :46 58 58 58 47 47 47 43 '54 54 54 44 44 44. 4013 51 51 41 `:41 41 37 48 48 48 39 39 39 35 45 45 45 36 36 35 31 Array E4ge. al: 5i 38 41 41 41 38 47 47 47 33 38 38 34 44 44 44 36 36 35 29 41 41 41 3k 31 32 26 39 39 39 27 27 27 23 35: 35 36 24 24 74 20 S Psf E ( 29'-127 ¢ 17 35.101 54 63 69 56 56 56 54 65 a`5 65 52 52 52 59 67 62 62 6 48 40 4"15A 59 's9 45 45 45 43: 55 55 55 42 42 42 42 52 52 52 49 AD 4C 38'. 01109 6461 59:' 59 59 45 45 45 44 55 55: 55 42 42 42 40 51 51 51..: 39 39 39 3&I 48 48 48 37 37 37 05 45 45 45 33 33 33 31 42:: 42 42 29 29 23 27' 27045 Amy959r80X t 64 64 64 $4 62 56 62 6₹ 61 51 61 56 52 58[[57 57 57 57 54 4?: 34 53 53 53 53 51 45 51 50 54 5{t 50 47 42 47 47 47 47 47 45 4fl 45 ssr'2lge 54- 54 54 54 51 45 '.51 50 50 50 54 47 42 47 1 46 46 46 46 44 39 44 1 43 43 13 43 :41 37 41:1 41 42 41 41 38 33 38 33:' 38 33 38 36 24 36 Arm,th[enor 7C' 74 70 79 70 71} '70 71 71 66 66 fib 66 66 68 68 63 63 63 63 63 65 65 60 30 60 60 68 53 63 57 57 57 57 57 60 60 S4 54 54 54 54:' f AI..V Edde 66: 56 60 60 66 60 60 62 62 56 56 5& 66 56 59 59 82 52 52 52 52 56 56 49 49,. 49 49 44 52 5Z 4646 46 45 46 49 45 43 43 43 43 43... A 7 Nay{Sgrksr 79 62 54 54 54 45 45 74 SS 50 50 54 42 53 7 70 54 46 46 46 39 30 :67 51 43 43 4₹ 36 36 64 43 4£ 41 41 33 33 62 45 33 38 33 24 29 Arr3AE4ge 67 51 43 43 43 37 37 64 42 40 40 40 32 32 61 44 37 37 37 28 28 57 41 34 34 34 24 24 54 38 3030 30 22 22 52 36 27 27 27 19 19 73c29 3 8751 01 b 53 58 47 47 47 42 53 53 53 43 43 43 39 1 Sri 50 50 40 40 77 37 46 46 46 38 38 38 33 44 44 44 35 35 35 29 4 42 41 31 31 31 26 Array£d3e 47 47 47 38 38 38 33 43 43 43 34 34 34 29 1 40 40 40 30 39 30 25 38 38 38 26 26 2522 35 35 35 23 23 23 19 31 31 31 20 20 00 17 9 I 22.27 61188188 iri91 65 65 65 5.E 51 51 49 61 61 61 48 48 48 46 58 58 58 44 44 44 42 54 54 54 41 41 41 40 51 51 51 39 39 39 37 48 48 48 37 37 37 35 Army Edg8 54 54 54 42 42 42 40 S0 50 50 34 39 39 37£47 47 47 36 36 36 33 44 44 44 32 32 32 23 41 41 41 28 28 28 25 39 39 39 25 25 25 23 07,043 ( 4088$` W X 60 64 60 66 57 553365% 56 55 53 47 53 52 52 52 52 SO 44 50 49 A 49 49 46 41 46 46 46 46 46 43 39 443 43 43 43 43 41 37 41 016 6448 49 49 49 49 47 41 47 46 46 46 46 43 38 43 42 42 42 42 4D 36 40 40 4D 1040 33 31 38 37 37 37 37 35 28 3.5 35 35 35 35 31 15 31 A5...38 Array 1ptrrns 71 71 66 66 6656 66 67 63 62 62 62 62 62 65 55 59 59 59 59 39 62 52 55 55 5 55 59 59 "52 52 52 S2 52 56 55 49 49 49 49 49 Array Edgc 62 62 56 56 $6 56 56 58 58' 52 52 52 52 52 54 54 4348 48 1668 51 51 45 45 45. 45 45 48 48 42 42 42 42 42 E5 45 49 a4 49 4D 4D CYo7 Array lnxerios 73: 79 fi7 67 67 59 5913 7153 53 65 55 55 33 67 60 60 60 51 S1 33 64 56 56 5'a 47 Ar 73 61 53 53 53 44 k4 73.. 58 50 50 50 42 42 4 Actayb 73 64 57 57 57 46 44 73 61 52 52 a2 44 44 73 57 49 45 49 43: 41 74 53 46 46 46 38 38. fi7 54 43 43 43 36 36 64. 47 40 40 40 32 32 Axxay#yX11 r 70 70 71 61 61 61 55 66 65 56 55 56 56 51 63 63 6352 52 S2' 48 5D 60 6D 44 49 49 3513 57 57 46 0546 42 54 54 54 43 43 43 '.39 Array Edge 61 61 6f 49 49 49 45 56 56 56 46 46 45 41 k 52 52 52 42 42 42 39 49 k4 49 40 40__48_____36145___45 46 37 37 37 32 43 43 43 35 35 35 29 S ray'31'17t 79 73 78 65 65 65 63 74 74 744 $1 61 61 59 73 74 70 58 53 58"551' 1 67 57 54 54 54 52 64 64 64 5133 5139 51 51 61 43 4$ 48 46: 8 22-0`ten A'78 8/4e 57 67 57 S4 54 54 52 66 o`a 54 50 Sv SP k& 55 62 45 47 47 47 43157 17 57 44 44 44 42 53 53 53 4143 43 33358 5ft 3038 3'3 33 3? i- 7 tot Anna,I.;;.t Z2. 72 72 72 70 6a 70 58 68 68 6d 66 6Z 66 65 65 65'.65 63 57: 63 62 62 62 62 66 54 SD 6& 60 60 60 57 5a: 57 56: 56 56 55 53 4 `.7 53 2+nayZ 63 63 63 63 3 54 60 5S 51`. 59 59 56 50 Sfi 55 55 55 5 52 46 ° 1" 51 51 51 49 43 49. 48 48 4$ 4$ 46 41 45 46: 46 46 46 43 38 43 F ` Array I.W.1 82' $2 78 78 78 78 '.78 79 79 74 74 74 74 74 76 E6 71'71 71 71 71 73 73 68 68 `62 64. o8176 70 65 65 65 6S 65 68 68 62 62 62 62 67 j 45 w60 AKaV Ed&e 73' 73 68 6$ 6% 68 68j/8. 79 &'i 65 65 65 65 67 51 62 62 62 62 62 54 54 5$ 3$ 5$ 58 S8 61 61 59 55 55 55 55( 59 59 32 52 52 52 52 0.a7 ₹ Array!1721591 73 66 59 59 0349 49 73 62 54 54 54 46 46 73 5951 51 51 43 43 71 47 47 47 40 40''80 52 44 44 44 37 37165 49 42 42 42 35 35 671416 8 72 56 47 47 47 40 40 63 51 44 44 44 37 37 65 48 41 41 41 33 33 62 45 38 38 38 _729 59 42 36 36 35 26 26 55 40 32 32 32 23 23 { 7.20 Array tn2el:o[ :52 52 52 51 51 51 46 58 58 58 47 47 47 43 154 54 54 44 44 44 40 1 51 51 S1 41 41 41 37 T 48 48 48 39 34 39 35 1 45 45 45 36 36 36 31 111/6488 51 51 51 42 41 41 39 47 47 47 38 3$ 33 34 1 44 44 44 35 36 3G 23 41 41 41 31 31 31 25 i 39 39 39 27 27 17 23 35 35 36 24 24 24 20 19 p.;f C 20,x27 Fvrayl3r 10 59 69 59 56 56 55 54 55 55 65 52 52 52 50 62 62 62 48 48 46 46 7 59 59 59 45 45 45 43 55 SS 55 42 42 42 41 52 52 52 40 40 40 38 A1rav6dgel 59 s59454545341 45 45 45 44 55 55 55 42 42 42 40 51 51 51 39 39 34 38 48 48 48 37 37 37 35 45 45 45 33 33 33 31. 42 42 42 29 29 29 277 27.45 _ Array Snker r 64 64 54 64 62 56 o7163 61 61 61 S8 52 58 57 57 57 57 54 48 53154 53 53 53 51 34 51 59 57 50 50 47 42 47 47 47 47 47 45 40 45 Array E4ge 54 54 54 54 51 45 53 50 59 50 59 47 42 47 46 46 46 46 44 39 44 43 43 k3 43 4t 37 4t 41 41. 41 41 34 33 38 38 38 36 38 36 ee"3 36 45x_50 i ArrayiAtteeor l 74 7472 70 70 76 70 71 72 66 56 56 56 66- 58 68 63 63: 63 63 63 s 65 60 60 60 60 60 63 63 57 57 57 57 57 60 5D 54 54 54 54 54 021076360 66 66 64 60 90 60 60 62 62 56 SCr 56 56 55 59 59 52 52 52 52 52 55 56 49 49 49 49 49 52 52 46 46 46 46 36 :49 45 43 43 43 43 4- 0ta7 6908/8,3801 173. 62 54 54 54 45 45 173 58 50 50 50 42 421X70 54 45 46 46 39 39 1fi7 51 43 43 43 36 36.1 64 48 4E 41 4₹ 33 33 1 62 45 38 3$ 38 29 29< Array Edge 67, 51 43 43 43 37 37 64 47 40 413 40 32 32 61 44 37 37 37 23 28 57 `41 34 34'..:34 24 24. 54 38 30 a8 30 22 22 51::: 36 27 '.27 27 29 :'_19' 7302___1Art465i81& 58 58 5& 47 47 47 42153 53 53 43 43 43 3158 523 5067 40 4A 37 45 46 46 S3 38 38 33 44 44 44 35 35 ;35 29[41 41 41 32 30 32 26 Arr8Y5(18e 47 47 4t 38 38 3$.:':33 43 43_ 43 34 34 34 29 44 44 40_.. 20 30. 36 25138______38_____38______2_______25. ____76_____2113s______35_____37______3_____23_____23______19131. .. :_____31_____30_______21______20_____20______1/I 4 2A 10 27 I_3,180078801 55 64 54 53 51 51 49 3 61 61: 61 48 48 48 46 3 58 58 53 44 44 4452 1 54 54 54 41 41 41 44 51 51 52 39 39 33 37 1 48:. 48 48 37 37 37 35 kxray e 54 54 54 42 42 42 49 60 50': 50 39 39 35 32 47 4T 47 36 35 3$ 3₹ 44 k4 44 32 3Z 32 3.9. 41 4£ 41 28 28 2$ 26 39 34 39 25, 25 25 23 27,045 Az4Min181111 150. 50 69 60 57 51 571 55 5,.. 56 11 53 47 "3 82 52 32 57 50 44 50 49 49 49 49 46 40 46 45 46 46 46 43 39 43 43 43 43 43 41 37 41 ArmyEdg. 43 49 49 49 47 41 47 46____46____45____46______40______30: 43.142_42_____40___42_ __40_____35 40 40 40 49 40 33 3t 38 37 37 37 37 35 28 55 35_____95____35 35___30____25___ _s1 I_E 1 453560{ 4 89 ir+_'5n' 7E 71 56 65 66 66 05 67 37 62 02 62 E2 62 55 65 54 's9 59 65 59 E2 62 55 55 55 SS S5 1* 59 'S2 52 52 52 52 36: $6 49 49 49 45 43 t AtxaYEdgB 52 62_____55_ _55_____36__ __56 55 S$ 58 52 52 52 52 52 04____54 48- 48 48 48 43J,52 52 45 45 45 45 45' 43 48 42 42 42 44:. 45 4fl 40_____40 49 40 15 of 31 a 16 of 31 ri 18 of 31 19of31 Maximum Rail Spans(trehes) C3tc14Fi2 Rabb 450124(R 3)Flush-Mount on 0 to 30 Foot Roof._L-Fan#--72-£el!(P) — .. --- Gtauna pO80r Wind SCeeHry 90 mph 55 mph 149mph SOS mPh 110 mph 115 mp% j 120 mph S[wwtdzdE CaxeparV Pane....je it6¢ft_, 1' I 2e 2r Zr, 3e 3r 1' 1 2e 2r 2n 3e 3r 1' 1 2e 2r 2n 3e 3r 1` 1 2e Zr 2n 3e Sr 1' 1 2e Zr Zr 3e Sr 1' 1 Zr 2r 2n 3e 3r 1' 1 2e 2 2n 3e 3r Ota 7 Nrrny tnisrror 58 58 58 5858 55 ,5 58 58 58 58 5& 5&. 58 5% 58 58 58 56 5& 58 58 58 i.% 5% 58 58 58 S8 S8 S8 S8 58 58 S$ Sfi 5S 58 58 SE 58 5$ 58 58 5k 58 58 56 56 56 Away£de 58 58 58 58 58 58 58 58 58 58 58 58 58 58 5& 58 58 58 53 58 5a ak 58 58 58 58 5& 55 Sa 5658 58 58 57 57 58 58 5a 58 558 S4 54 58 58 58 S8 58 52 52 T Ya 0 Array lntetwr ft2 62 52 61 5£ 61 fib 61 6Y fii 61 5£ 6T 61 51 61 61 6S 51 51 61 fr1 51 61 61 61 6065 61 6E 62 fit 61 6E 5Y 51 6₹ 5i 52 6£ 51 bl 51 51 61 60 61 61 62 Litt ( ,4199 8341 61 51 61 51 61 61 n1. 61 61 61 61 _161 61 S1 S1 61 51 61 61 59 61. 61 fit 51 51 52. 56 61 61 61 59 59 55 53 61 61 61 56 55 $6 51 61 61 51 54 54 54 49 a 20.27 Axrxq inter 62 52 62 62 52 62 62 62 52 62 62 62 62 62 62 62 52 62 52 62 52 52 62 62 00"2 62 62 62 fit 62 52 62 62 62 62t 62 62 52 S2 52 62 62(62 62 62 52 62 62 52 6335 o_ 62 62 62 62 52 52 62 62 62 62 52 62 52 52 62 62 62 62 52 62 62 52 62 62 62 52 62 62 62 52 62 62 62 62 61 62 62 62 61 61 61 S9 62 62 52 59 55 53 57 } 11 27 kx 45 8149 8460737 1 73 73 73 73 73 73 73 73 73 73 73 73 73 73 7373 73 73 73 73 73 7373 73 73 73 73 73( 73 73 73 73 73 72 73 73 73 73 73 73 70 73 73 73 73 73 73 68 73 Anay£dge 73 73 23 73 73 72 73 T3 78 73 73 13 23 73 73 73 73 73. 73 fi7 13 73 78 73 73 14 65 70€.74 70 74 70 68 63 68 68 56 68 68 56 6T 66 66 55 66 66 64 59 E/G 4S 60 18745643031 I$5 85 &5 8, 85 S5 8S 8"a- 85 as 8S 85 85 85 85 85 85 85 85 85 &5 I $5 85 35 85 858' 85 85 85 85 85 85 85 85 &5 85 85 85 85 &5 85 85 65 83 E3 83 83 63 ArrkV Edge t&5 Pfi :a5 8s 55 85 95 $5 85 85 85 85 85 85 8535 82 $2. 62 62 82 83 83 79 79 75 79 79 81 81 75 76 _5 /6 T5 78 7% 74 74 74 74 74 76 76 72 72 72 72 72 08.7 Ar�ayrl'rr, 158 5$ 58 58 SB SS 58 58 58 55: 58 48 $5 5$ 5a 58 59 58 58 56 54 5% Sa 58 58 58:54 58 5s 5% 59 ':S$ 58 59 :53 58 56 58 58 S5 56 56 4::58 58 58':' 58 58 54 54 Array Edae 58 :58 58 58 :58 58 58 :5& 58 58'_____58____58_____:56 $6 58 __8__ _58______58_______56____3___53 58 58______54______58_____53 50 50 58______58____57______17______57 4819 58 58 54 54 54 45 45 S8 58 52' 52 52 43 43:. 7.20 Array Niteiiat 61 61: 61 61 b1 62 2161 61 61 61 61 61 61 61 61 61 61 62 61 61 51 51 61 61 61 61 58 55:: 51 61 58 60 60 55 61 61. 61 58 58 58 53 61 62 6S 56 56 56 SO Array EGge 61 6Y: 61 60 60 6p 55 51 61 51 57 57 57 52 61 62 51 54 54 54 49 62 61 :61 52 52 52 47 60 50 ED 49 49 49 45 58 58: 55 47 47 47 43 x__56 55 56 45 d5 45 41 007 C 201.77 fu'eay ar,eertw S 62 52. 62 62 52 62 62 62 62 62 52 62 52 62 62 62 62 62 52 62 62 62 62 62 52 62 62 52 62 52 62 52 62 52 62 62 62 62 62 62 62 61((62 52 62 61 61 61 59 7748 Edge t 62 62' 62 62 62 52 62 62 62 62: 62 62 62 60 62 62 52 8 60 5D 57 62 52 52 57 57 57 54 62: 52 62 54 54 54 52 62 62.. 62 52 52 52 50 p 62 62 67: 49 49 49 47 1 27.45 4;;a/J163778/ f 73 73 73 73 23 73 73 :73 73 73; 73 73 71 73 73 73 13 73 73 69 73 73 73 X73 73 72 SS 72 72 72 72 72 69 64 65 70 70 70 75 a7 62 S7 'fib 6% 68 58 55 £0 65 Arry E4.5 a 72 72 72 72 69 54 69 65 69 53: 69 57 67 57 67 57 67 67 64 59 64 65 55 65 65 6.2 55 52 12 62 62 52 5 54 60 E1 61 61 63 58 51 58 1;5% 58 55 S4 5> 49 55 ,60 1/ 80 85773' 158 85 '"w 8S %5 85 85 35 %5. 85 85 &S 8S 35 SS 84 fA 84 84 84 85 85 84 $1 61 31 84 83 82 73 7-8 78 as 78 80 80-: 76 76 76 7o 75 x:78 78 74 74 74 74 74 45355443 1 82 82 7& 78 78 79 78 ENS 85 75. 75 75 75 75 77 77 73 73 73 73 73 75 75 :n 65 74 7Q 73 73 73 58 68 63 E3 68 70 70 5£ 66 56 6a` 66 S:69 69 64_: 54 64 E4 64 0 7 I 4533 11141151111411513 61. 61 61 61 51 'a1 61 61 61 61 61 51 61 51 61 61 62 61 61 6054 E1 51 61 51 61 57 57 51 61 61 61 51 54 54 6₹ 61 61 61 52 51 51 51 51 59 59 55 49 49 W Arr ldge 3 51 61 61 61 61 54 54 :.61 51 60 60 60 51 51 61 61 57 57 57 48 48 61 61 54 54 54 46 46 61 60 52 52 52 44 44 51 58 49 49 45 42 42 61 55 47 47 47 40 40 /6420 /1115 0687161 62 52 62 62 62 62 62 62 52 62 62 62 52 59 $2 62 52 61 61 51 56 t 62 62 62 53 58 58 53 52 52 52 56 56 55 51 62 62. 62 53 53 53 43 62 62 62 51 51 51 46 _ 477135448 F 62 52 52 56 56 56 54 62 62 52 52 52 52 48 61 61 51 56 56 50 45. 58 58 58 47 47 47 43 56 55 56 45 45 45 41 53 53 53 43 43 43 39 51 51 51 41 41 41 37 D 20ur27 Array tn6rior 64 64 5464 64 64 64 64 64 64 64 64 54 64 64 64 54 54 64 64 63 54 64 54 53 63 68 b1 64 64 54 62 5113 59 54 54 54 58. 58 58 55 64 64 64 ,6 56 56 54 /eay Edge 64 64 54 61 61 61 59 64 64 54 58 58 53 55 64 64 64 55 55 55 53 54 64 64 52 52 52 ' 63 63 53 49 49 49 48 61 51 61 47 47 47 45 59 59 59 45 45 45 43 27745 Array fa{Mlar 75 75 75 75 75 70 75 75 75 75 75 73 67 73 73 73 73 73 70 65 70 70 70 70 70 68 53 58 56 68 58 68 65 61 65 66 66 6S 66 63 58 63 64 64 64 64 62 56 52 Array Edge f 68 68 68 68 65 60 65 65 69 65 65 53 57 63 63 63 63 53 61 54 51 61 51 61 61 53 52 53 58 58 58 58 55 45 55 55 55 56 56 53 47 53 53 53 53 53 51 45 51 455360 Arr47tnb3Av, F 85 85 4585 3595 85 85 85 82 82 82 82 82 83 83 79 73 79 79 79: 80 80 75 7575 75 76 7878 74 74 74 74 74 7575 72 72 72 72 72 74 74 69 69 69 59 59 ( Array5d3. r 78 78 74 74 74 74 74 75 76 72 71 71 71 7L 73 73 68 6$ 68 6& 68 71 N_ 65 56 66 66 66 65 69 64 64 54 64 54 67 67 52 62 62 62 62 65 65 5G 60 50 Wt 69 0 rat /7372780967 £55 55 55 55 "> 55 55 55 55 55 55 55 55 555 SS 55 55 55 55 55 5s S 5 55 55 55:55 55 55 5 5 55 55 55 55 55 55 55 55 Ss 5 55 55 55 55 55 55 55 5 A'654853 i 55 55 55 55 55 55 55 55 55 55.. 55 55_____5, 5 55 55 55 55 55 55 55 5 55 5 55 55'55 55 55 55 55 55 55 55 55 55. S 55 55 4 54 z.55 55 55 5 55 52 52:.5 Arry1111.3045 58 58 58 58 53 Sa 56 :.58 58 58 58 58 58 $420 >3 58 58 58 58: 58 58 5& >& 58 :58 S$ 58 58 58 58 8 ,8 ,3 58 58 58 :58 S8 58: 58 58 SS B 58;.53 53 58 58 53 S8 58 45145,440 { 58 5k 58 58 58 58 58 58 s8 55: 58__54____,8___58 58_______58__ 53' 58__58_____53 58 58 58 ;o5 58 58 58 56 58 58 58 58 58 Sa 53 58____58__58____56____563051, 58______58. 58-. 54 ;4 54 49 a 20Td27 Rray 7/487565 (61 61 S1 51 61 61 61 51 61 61: 61 61 61 51 61 61 61 61 62 61 61 61 51 61 51 61 61 61 62 61 61 :61 61 61 61 61 61: 51 61 61 65 61 :63 61 61; 42 61 61 61 57r74/_54ge______60______60_____60_____61___________61_____61 50_______3______53____6___61_____51_____55 63 61 51 61 61 61 61 61 51 61___6_____81____61______0 5_______50____66___61____6______5____61 61 61 at 61 61 61 59�'61 61 5S: 59 59 55 57 27 m 45 AEr,y3nfM[OS 7fl 74 76 70 70 70 70 70 70 70 75 70 70 70 76 ':70 70 76 70 70 70 73 70 70 74 70 74 70 7t 74 74 70 76 7fl 76 70 70 70 70 70 74 70 70 70 70 71 78 52 70 477,55445 70 70 70 70 70 70 76 -76 70 75 70 70 70 70 7D 75 74 70 70 67 :70 10 70 X70 70 70 55 75 70 70 76 70 68 63 68 68 69 68 68 fib 61 56 66 66 66: 66 64 55 64 452.60 Array tnE$nor 85 85 85 85 85 85 85 85 35 85'. 85 85 55 35 83 85 85 45 85 85 85 85 85 85 85 35. 85 85 85 85 85 85 85 85 85 85 85 8585 &5 85 15' 35 85 8₹ 83 83 83 83:. 0'3105361______8_____55____85 85 65___ 45___85 85 85 95 85 35___85__65 45____85____82____42______82____82 82 83___ 43____79___ _79____73____3______79 81______80______76 ::76 76_____7_____76 78 78 74 74 74 74 74 e.76 76 72 72____72__ _72______72 0247 3519 185507 55 55 55 55 55 55 55 55 55 5555 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 '5 55 55 55 55 55 55 55 55 ss 55 55 SS 55 "- 55 54 54 A,ra Edg, `55 55 55 55 __ 5 55 55 55 55 55 55 55 55 55 55 55 55 55 53 53 55 55 55 55 55 50 50 55 55 55 55 55 48 4$ 55 55 54 54 54 45 45'55 55 52 52 52 43 43 LIMr4yf04kror '1 5858585s58585658585858585$ 5858 585a58 S8 58Es 58sa 585858 5858 a$ 565858585& S558585658 5$ 58 AryEdgej58 5858 59585855 585353 575757 52 5& 58 5854545415 Sa5858 2525247586858 4949 4945 58 53 58 47 47 47 471573krterw5. 51 61 as 5E 51 5i SZ 51 61 61 61 51 fil 6E 5k 5F 61 51 61 6E b1 6'1 61 51 51 61 61 62 61 61 51 61 5S 61 61 54 61 5i. 51 52 61 61(E1 61 51 6₹ bE `F 55 15161516161616151515fi616161505960 57 6£ 61515757575461615154545452616161 5252 52 50 1 61 52 61 49 49 44 47 7{E 7670707878. 7970 "070707070 70 707070059 7 70 7070 707066 70707079736954fii 70 767370 676Y5S 5% 68685 60656969696967626767 57 67 67545964 65656S55 625662 5262626260546061 61 61 S1 58 51 58 58 58 58 58 4955ASreyn88737 f 85 85 85 85 &5 85 85a5 8S 85 85 a5 85 85 8585 84 a4 84 84 8A 85 85 81 82 81 8Z 81 82 82 7k 78 78 78 78 80807676 767676 7878 74 74 74 74 74ArrayEdge 82 82 78 78 78 78 78 808075 757575 75 77777373737373 75 7570 7070 70 704 737368686k6868 717166665555 66 69 69 646464/ray lIXCernr 59 59 54 59 59 59 54 59 55 59: 59 59 59 59 59 59 59 59 59 59 59 53 59 :5 59 59 5757 59 59 59 :59 59 54 54 59 59: 59 59 59 51 51 i 5959 59 59'. 59 59/layEdge 59 59 95959 5454 595959.. 595951 5 59 _5957575748 48 59595454 S4 4546 59595252 52 44 44 59584943 434242595547 47 47 ,10 40 Array lnterrsr 62 62 1 61 61 51 61 61 51 54. 61 61 61 59 61 61 62 61 61 61 56 51 61 62 5% 58 5% S3{61 61 61 '56 55 56:51 62 61 61 53 53 53 4% 61 51 8£: S2 S1 61 4fr })((! %ray 5448 ffii 50 51 56 56 55 59 62 51 61'. 52 52 52 48 61 61 50 SQ: 50 50 45 58 58 58 47 47 47 43 t 56 56 56 4, 45 45 41 53 53. 53 43 43 43 39 is 51 52 S£ 41 41 4+ 37 7 t 55539__0857535___1_52_______2____52 52___52_____62____52 62 52 62 82 52 62 62 62 62- 52 62 62 fr2 $2 62 &2 52 62 62 662 61 52 52 62 61 fit 61 59 £2 62 62 58 3% 5E 56 p..fi2 62 62 >5 7 i D 7 2G ta2'z# / f s 62 &S 62 51 ::.63 SY 53: 62 32 52 58 58 :5% 55 fi2;:52 52 55;. 55 55 5'i 62 52.:62 52 52 52 50 52 Est 62 44 AS 49 4% 61 '5E 51 47 47 47 45 1:59 59 55: 4S 45 GS 43:. r 27 ro45 Ari`.4+#tK?i[6r li 73 73 73 73 7Q 73 73 73 75 73 73 57 73 73 73 73 73 70 65 70 378 +70 70 65 53 5810% 68o86-8556165 66 65 66 6fr 53 5% 63 6d £4 54: 64 62 is f,2: 555455883168585% 38 65 50 55 SS 55 65 65 63 '7 F3 63 63 73 S3: 61 586 61 61 -51 57 58 52 58£.58 5% 58 58 55 49 55 55 56 56 55 53 47 S3(.53 5b 53: 58 51 4S 5='. —�, 145710 5554/77413 ' $5 Efi 85 8"s &5 85 85 85 85 82 82 42 ''82 82 88 $} 79 79... 79 79 79 80 80 75 7'c 75 Ffi Y6 /8 78 74 '74 74 7A 74 Z6 67 72 t2 72 JZ 72 E..74 74 fH. CH 69 69: 59 /48195442_____78_____8______4 74 14 74 74 76 7fi 7E 71 71 :71 72 73 75 68 68. 58 68 68 71 71 66 66 56 65 69 6s 64 54 54 64 fib 67 67 62 82 62 52 62 E.65 55 54 613 60 5D 6s 47 Ar Y%-H 6r 51 51 51 51 51 51 51 52 51 52 51 51 51 51 51 51 S1 51 51 51 511 51 51 51 51 51 51 51 51 S€ 51 so 51 51 51 51 S2 51 51 51 51 51 51 51 SY 51 SI 51 52 55735 Edge 52 51 Si 51 51 51' 51 51 51 51 51 51 51 s1 51 51 51 51 51 51 S1 1 51 51 51 S1 51 52 51 51 51 51 51 51 51 51 51 51 51 51 Sl 50 52 50 50 Sk 51 Sk 52 52 78028 AIIW_08x507 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 Array Edge 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 53 54 54 54 54 54 54 51 54 54 54 54 54 54 49 8 202027 4755€568885 t 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 45147 840 1 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57I 57 57 57 57 57 57 57 57 57 57 57 57 57 57₹57 57 57 57 57 57 57 27#tl45 /ray Vs Oe.%; $57 57 67 57 67 67 67.£67 67 67 67 57 57 67 67 67 67 &? 67 67 o I:.67 67 67 67 67 57 67 67 5l 6l 67 57 67 67 57 67 S7 57 67 57 57 i 67 5'7 67 57 67 57 61 Aae/E.95 1 57 67 67 67 57 67 87 1 67 67 67 67 67 67 57(:57 67 67 67 57 67 67 67 57 67 57 67 55 67 67 67 67 57 67 63 67 67 67 67 67 65 61 65 x 66 66 66 65 64 59 64 451,60 %ray 4t2f r 85 8, 85 35 85 65 85 a5 35 a5 $5 %5 35 85 8S 85 Ss 85 85 65 65 195 85 85 8b 85 85 45t35 85 60 84 85 85 85 85 85 85 85 85 95 %5 ff4 85 85 83 83 8883 831 f fa5E46 j 35 85 85 85 85 85 85 85 85 S5 85 a5 85 85 as 95 92 82 %2 82' 82 83 33 79 79 79 79 79 91 at 76 76 76 76 76 78 7% 74 74 74 74 74 t 76 76 72 72 72 72 72 Ot0.7 555517117[47 ?51 51 51 51 51 51 51 51 52 51 51 51 '51 51 51 51 52 51: 51 54 51 51 51 :51 51 51 51 51 51 S£ 51 51 51 51 51 51 52 51 51 51 51 51 F,51 51 51'. 51 SS 51 51 45189 Ede 51 51 51 51 51 51 51 51 Sb 52 51 51 51 51 51 51 51 51: 51 51 5„ 53______51________5._____52_____51______58___ 55 51 51 51 .51 51 48 4$ 52 5.1 51 51 51 45 45 51 51 51 51 51 43 43 71020 Away 1/,69x. 54 54 54 54 54 554 54 54 54 54 54 54 54 54 54 54 54 54: 54 54 54 54 54 54 54 54 S4 54 54 'r4 54 54 54 54 54 54 54 54 54 54 54 S3 54 54 54. 54 54 54 50 46703 6438 S4 54 54 54 -54 54 54 54 54 54 84 54 54 52 54 -54 54 54 54 54 49 54 54 '54 52 52 8247 ':54 5454 49 49 45 45 54 54 54 47 47 47 43 i!54 54 54 45 45 _:45 41 60 psf c ZOto 27 AeFayieterxixr 57 57 57 57" -57 57 57 57 57 57 57 57 57 57157 57 57 57:': 57 57 $7 57 57 57 57 57 57 57 57 57 57 57' 57 57 57 57 57 57 57 57 57 57 57 7"F7 57 57 57 571 h-V54g 57 57 57 S7 57 57 571 57_____57___17_ 5/____5/_______,s s I 57 55______57_____5/_____s 57 57I 5/_____5/______57_______57 57_ 57 s I 57 57 51 _54 54 54 52 I 57 57 57 $2 <52 52 50 57 57 5fi 49 49____49___471.: 27 1.44 Arta iM rror [67 fi7 67 67 :fi7 57 67 57 67 57 57 57 57 67 67 67 67 87: 67 67 6'7 fi7 67 X67 67 67 66 62 67 57 67 67 67 64 fi7 67 67 67 67 $7 62 57 6J 67 67:. 67 65 40 65 Array E4ge (67 67 67 67 _.67 54 67 57 67 57 57 67 52 67 67 :67 67 67 64 59 54 55_____6_____55_____55______2_______6______52 62____52_____62______52_______59____54____64 60___50_____60 62Sa 5k Sa :58 5a 5 5$ 55 d9 452380[' ' 1454541663 85 8r' 8S 3S 85 35 8518€ 4545858515 85 %5 85 &4 84: 84 84 $4 $5 8S &S a1 85 81 80'182 82 7$ 78 7$ 78 75 54 8₹7 75 76 76 76 76₹:.78 78 14 74 74 74 74 ArF3y Edge 182 7'12 78 78 ,78 78 73 84 8%_ 75 75 75 7S 75 77___77______78_____73_____________73___ _i7 75 75 '.79 7fl 74 70 7fl 73 73 65 68 68 68 68 11 71 55 66 66 66 66 g:63 6S 54: 54 64 64 64 3 0x7 Asra{ksi'as j 54 54 54 54 54 54 54 54 54 54 54 54 54 54 1 54 54 54.. 54 54 54 54 54 54...54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 54 51 51 54 54 54 54 54 49 45 (_l 918 6850 z 54 °i4 54 54 54 54 S4 54 S4 54 54 54 51 'sl 54 54 54 54 54 48 48 54 54 54 54 54 46 46 54 54 52 52 52 44 44 54 54 45 43 49 42 42 f 54 S4 47 47 47 q0 40 71622 sssayir,2rrier 7 57 57 57 57 57 57 571 57 57 57 57 57 57 57 57 57 57 57 57 57 551 57 57 57 57 57 57 55357 57 57 56 55 56 511 57 57 57 53 53 53 48[E[57 57 57 51 52 51 45 A*ras£dge 57 57 57 56 5fi 55 s I 57 57 57 52 52 52 's I 57 57 57 50 50 SO Ors 57 57 57 47 47 47 43 56 55 56 45 45 4S 4 1 53 53 53 43 43 43 39 4 51 51 51 41 41 41 37 ( D 20to 27 Ar2y4 x245 60 50 60 50 60 50 68 60 60 60 60 60 60 58158 55 54 60 50 6s '9150 £+0 60 60 50 60 53163 50 59 54 58 bA 59144 60 50 6853 56 55' 60 60 56 56 56 56 >4 AnaY Edg2 £0 ss 60 £4 60 fro 59 60 50 60 Sa 58 >8 55 60 60 64 55 55 55 53 64 50 60 52 52 52 50 60 60 6D 49 49 499 48 59 59 59 47 47 47 45 59 59 `s9 45 45 45 43 12766451455 ay m8035 1 63 65 55 69 69 69 69 89 69 69 59 69 67 89 69 59 59 69 65 55. 69 69 b3 69 69 68 63 5a 68 68 E% 58 55 51 65 56 b6 66 b6 63 58 63 64 64 64 64 52S662 52 a Array Edge (68 6% 68 68 65 60 65 65 65 65 5S 63 57 63 63 63 63 63 61 54 61 I 61 61 61 61 58 52 58 I 585% 585_ 5545s54 56 56 56 56 53 47 53 k 53 53 53 53 51 45 51 451055 AttayinYef r 85 55 85 a5 85 &5 85 :85 85 52 82 82 82 32 83 a3 79 79 79 79 79 811 80 76 75 7& 76 76 78 73 74 74 74 74 74 1 76 76 72 72 72 72 72 74 74 59 69 69 69 69 I Array Edge 78 78 74 74 74 74 74 76 76 71 71 71 71 71 73 73 58 66 68 5% 68 71 71 66 66 65 66 66 59 69 54 64 64 64 54 67 67 62 52 52 b2 62 r 65 65 641 50 66 SO 50 20 of 31 21 of 31 Maximum Rat Spans(inches) 6ClckFft Rail 450124(R X 03)Hush-Mount on 0 to 30 Foot Roof_L-Foot_Landscape Gmur�d Exposure WlndStueds 90 mph 94 mgh 100 mPh 105 mph ll0 mph -[ � 115 mph 324 mph SMsv toad Panel Au✓k 002 0lrre->€ 1' 1 2e 2x 3r r 1' L 2. 3e 3r 3` 1 2e Zr 2n 3e 3r I' _ 2e 2r 2. 3e 3r 1 1` 1 2e 2P Zn 3e 3r 1' 1 2e Zr 2n 3e 3r2e 2r 2r _ 3f Ot.7 Away tEt 1003 103 SD0 103 103 313 93 703 1/03 101 101 101 89 89 103 x0 99Z 97 97 8£ 86 163 203 93 93 93 93 83 Pt3 342 96 X90 99 80 :30 103 99 $7 $7 87 F8 78 Y:103 95 85: 85 95 75 25 A'7! _ 90 90 90 86 80 103 97 9' 87 37 77 }7 103 93 83 33 83 74 74 108 96 &1 81 Sl 72 72 I43 87 78 70 7$ 69 69 143 84 76 76 76 67 67£.103 82 73: 73 73 65 65 [( 7W20 Array tnteriar (E03 103 103 95 95 95 83 103 203 T13. 91 91 91 15 102 102 102 88 98 88 82 98 98 96 85 85 85 79 95 95 95 S2 82 82 77 92 92. 92 79 79 79 74�'.89 89 39 77 77 77 72 Army 6dgz S 95 95 35 82 ?S2 82 77 32 31 91.' 79 79 79 74 3% 'S8 68 75 76 75 71 95 85 35 73 73 73 639 12 82 02 71 71 Z1 :57 79 79 79 G3 53 65 65 77 77 77 67 67 $7 E3 8 26.27 05190 503.0' 104 1:74 1'34 201 101 ?02 98 194 100. 104 97 97 97 94t04"77'104 94 94 94 9f 204 104 204 90 90 94 38 104 104 104 87 87 87 85 402 162 162 S5 35 85 82�.39 95 99. 82 32 02 3X5: Ar6'P ,L,104 104 104 87 &7 87 85 101 101 101 84 84 84 12197 :97 97 31 81 81 74 94 94 94 78 7& 78 76 4191. 91 76 76 T6 74 88 8&. 8d 73 73 73 71 85 g5 35 71 71 71 55 _u� 27.AS ArraylMerw i 105 195 I llfl5 105 105 100 165:105 SOS 205. 115 IDS % POSt TOS :IDS 105 105 SOk 33 101 SOS 101 101 101 97 40 97 98 98 98 98 94 87 '.94 3599 95 95 41 84 9I 92 92 9Z: 92 88 %2 88 Army Edge 98 98 98 fi8 94 87 94 '94 94 9434 '073 50 eb 90 90 500 80 3713 37 87 $7 84 78 84 84 84 84 94 8E 75 82 32 92: 82 82 79 73 79 j`79 79 F9 75 77 70 77 453+564 Grey fxtersnr tt 07 1&7 197 1'1} 137 ?D7 },07 16T Sb7 161 1A7 10 ktf7 I07 Tfl7 197 1107 107 107 1017 107 707 187 b} '(47 107 147 1313 117 1371 SPA E6 106 Sb6 ID6 k7 2'37 143 143 103 363 103�.104 Z04 100: 100 100 3#50 100 Arm Edge t 107 107 106 206 20& 106 106..:298 106 102 112 102 102 102 103:103 98 98 98 98 :48 OD I 106 95 95 95 95 95 97 37____92 92 92 92 92 95 35 89 83 S9 89 89 92 92 86 86 86 84 86 II 0'7 ( firrayfnturot (111 ,09 92 92 92 82 82: 103 99 89 39 %9 79 74 103 96 85 %6 86 76 76 113 9233 83 83 73 73 193 &9 P 80 W "71 7S 103 $6 77 77 77 69 69 103 84 7"s 75 75 67 G7 tt k4say1Cye #103 89 80 84 19 71 72 103 $6 77 77 77 6S 68 3113 82 74 74 74 fib 56 101 $0 72 72 72 64 63 97 77 S4 69 S9 61 52 34 75 67 67 S7 60 60.E 91 72 65 65 65 57 57 7.20 A,29 t3ker'8rr S 973 97 84 84 84 78 93 53 93 31 314 76 90 90 90 78 78 78 73 87 37 87 79 75 75 70: 84 84 84 73 73 73 68 &1 81 81 70 70 71 6630 79 79 58 58: E3 64 1 81171842 4 84: 84 84 73 73 73 6g $1 81 91 70 70 70 66 78 78 78 67 67 57 63 75 75 75 65 65 65 61 73 73 73 63 63 63 59 70 70 10 61 61 61 56 68 68 68 59 59 59 54 P rayfnferor S 104 IM 1004 89 %9 &9 87 :104 .04 104 86 36 36 84 196 100 100 83 83 83 81 96 96 96 80 80 80 78 93 93 93 77 77 77 75 90 90 96 75 75 75 73 87 37 87 73 73 73 71. Op sf { 24X321 Rrray£. t$ 93 53 77 ?? 77 75 %9 89 89 74 74 74 72 86 85 0972 72 72 JO 83 83 83 fi0 63 69 "8 80 80 80 67 67 6745 78 18 78 65 65 6563 E 76 76 76 63 2 63 62 2733245 J4'oy tOterrcx 100 100 100 100 96 89 96 :96 96 95 96 93 86 93 93 93 93 93 89 82 89 90 90 90 96 85 80 85 87 97 87 87 83 17 83 34 84 1414 $5 7575_ 81 i 81 31 81 81 78 73 70 /7,14088 j 86 86 86 86 83 77 93 83 83 83 83 80 74 00 80 80 80 80 77 72 77 78 78 18 78 75 69 75 75 75 75 1,, 72 67 72. 73 73 73 73 70 65 70 i 71 71 71 71 68 63 68 45.SG Array 1036¢.3 107 107 107 107 107 '07 107 107 107 104 104 104 104 1041 105 105 101 133 101 101 401 102 102 91 97 97' 97 97 99 99 94 94 94 94 94 97 97 91 91 91 91 91 94 94 88 3$ 88 88 88 AA,—Edge t 99 99 94 9r: 94 9494 96 96 90 90 90 9e 90 93 93 37 87 8F 87 67 30 90 84 84 84 94 84 88 38 82 82 82 82 82 86 86 7979 79 79 79' 83 S3 77 77 77 77 77 0X97 7350 3106 cr (103 97 97 81 87 77 77 103 93 84' 84 84 74 74 103 90 ZS 81 81 72 72 103 87 70 73 70 69 69 103 84 74 95 75 67 67 243 81 73 73 73 55 65 99 79 72 72 71 63 63 h'185 Edge 103 84 75 75 75 67 67 192 S1 72 72 72 64 64 989 78 70 74 70 62 62 94 75 67 67 67'.60 00 31 73 65 65 X 65 57 57 88 73. 63 63 b3 55 SS E6 5$ 61: S1 53 53 53 7X320 1,40€mtetwr 91 91 91 7979 79 74 3e ₹55 38 76 76 76 71 85 85 85 73 73"57"7 82 82 82 71 71 71 $6 79 19 79 68 68 68 54 7l 7T 77 66 66 66 62 74 74 74:. 64 54 64 61 XraV£Gge 79 79 79 68 :'03 68 64 76 76 76'. 65 66 38 62 t 73 73 78 64 64 64 56 71 71 7E 62 61 61 57 58 68 68 59 59 59 54 66 66 66 57 :57 57 52 64 64 64. 54 54 '54 49 f D 2Dk 27 f 33tayirtk991 i 101 191 101 84 84 04 S2 97 97 37' 81 81 &2 79 ?4 94 94 7$:. 7$ Z% 7S 90 96 90 75 75 75 73 17 87 87 73 73 73 71 85 85: 35 71 71 71 193 82 82: 53 69 69 67 Array Edg¢ f 87 87 87 73 39 Y3 71 01 84 84 70 7fl 24 58 81 8f 81 6$ 68 63 $6 78 78 76 65 65 65 64 76 76 76 63 63 63 62 73 73 !3 61 61 61 60{:72 71 TI 50 60 60 57 € 27.345 13'60193'0r 34 94 34 94 91 84 91 91 91 91. 91 87 8£ 37 87 '%7 87 87 84 78 $¢ 84 84 84 94 91 75 81 82 82 82 %2 79 73 79 79 79: 79 79 76 70 75 77 77 77 O'77 68 74.3 /1150843_______31____31_____1_____0_____13___ 73_____13 75 03 7d. Z3 76 7b F£ 1r,______6_____6 76_____7,______6_____73 73_____73 73_____3_____1_______65 71 70_____7_____7______0____51__________68_ 3 69 64 69______9 66 5S 55 65 67 67: 57 64 59 63: 45.69 76/9 49923 yp£07 147 007 162 102 162 102 103 103 93: 98 98 98 98 300 2595 95 95 95 95 97 97 92 92 92:92 92 95 95 89 89 S9 94 89 92 9T. 86 86 85 $6 86�.90 90 83:. 83 93 33 83: 039101493 `94 94 88 88 88 88 88 91 91_____39____75_____35 $5 85 09____39_______32____02___32____02 82 86_____36______79 79 79 79 F9 83 %3 77___77____77______07 77 81 81 75 75 ':75 75 75 :79 79 72 72 72 72 72. 017 Atraytrr re 100 12 117 11 '10 93 93 f 100 100 100 100 169 99 89 100 140 97 97 97 86 Sn 140 145 93 5353 33 33 330 100 90 94 90 84 $D 100 98 37 87 $7 78 78{161 95 ES 85 85 75 75 614.4 08$2 t 100 I00 90 90 90 Ya1 80 0097 97 87 87 77 77 10} 93 93 83 83. 74 74 1 100 990 81 81.. 81 72 72. Sol. 87. 78 78 78.. b3 63 100 34 7'a 76 76 'a7 57[100 32. 73 73 71 65 65 0420 31333191,03 1_3:103 103 95 35 95 89 103 103 103 91 91 91 &5 102 102 102 88 88 88 82 98 98 99 85 95 85 79 95 95 95 82 82 92 77 92 92 92 79 79 79 74 89 1o994 77. 7F 77' 72 Array Edge 95 95 95 82 82 %2 77 91 91 91 15 79 79 74 88 as 88 76 "76 76 71 85 2023327 85 85 73 73 73 69 $2 82 62 71 71 71 67 79 79 79 69 69 69 65 77 77 77 67 67 67 63 Array 1138191 104 164 104 101 101 101 58 004 104 104 97 97 3/ 20££104 104 104 94 94 94 91 104 304 104 90 90 3C 88 104 164 104 87 87 87 85 102 102 102 35 85 85 82 99 99 99 82 92 82 6�k 3 Arxay Edp }104 114 104 87 V 87 85 101 101 191 34 84 84 82 f 97 37 97 81 81 31 X9 94 94 94 76 7$ 78 76 91 1190 76 76 76 74 38 $a 88 73 73 73 7£ 85 85 3S 71 71 71 69 771145 Army 3103 105 SOS 137o31 205 105 100 105 105 105' 105 105 105 96 105 105 105 105. 105 101 93 101 101 101 101 101 97 3097 98 98 98 98 94 87 94 95 95 95 95 91 0491 92 9297 92 38 82 89- 4,14 1413 ,90,98 9S 98 96 94 87 94 94 94 94 94 90 33 90 50 90 90 90 87 W 87 37 87 87 _97 M 78 84 84 84 84 34 &1 75 81 82 82 82 S2 79 73 79 t 79 79. 79 79 77 71 77 451.60 763117/13300' f 101 167 T67 107 107 147 207 207 197 107 107 107 107 107 107 107 107 107 107 107 1 31 107 107 107 107 107 157 107 107 147 106 116 106 Ill 1091 107 107 103 003 103 ill 263'r 114 114 100 190 140 110 140 41127 0490 107 107 £Er5 106 2066 105 106.106 206 512 102 142 102 102:103 103 98 93 98 99 99 100 100 95 95 95 95 95 919792929297o 92 92 92 92 92 95 95 89 89 89 89 89_92 92' 86 86 06 86 %6 Ot0 7 A14M., 100 100 92 92 92 3212 1W 99 39. 89 89 79 79 FM 96 85 86 86 76 't6 100 92 83 83 83 73 73 100 89 80 80 80 70 :72 t200 SG 77 77 7763 69 100 84 75: 75 755 67 67 ((t f 33395£841 (140 89 80 80 80 71 71 100 86 777" 17 68 68 100 82 74 74 74 66 66 401 8fl 72 72 72_64 64 97 77 636 6962_62 94 75! a? 67 67 00 601'9 72 fi5' 55 65 57 57 7 1960m/sr 97 57 97 84 84 84 78 93 93 93 81 0' S 7fi 96 90 3033 78 78 73 87 87 37 75 7S 75 70 8- 84 84 73 73 73 68 81 8l: 82 70 20 74 0£ 74 79 79 68 68 6b 64 II 7r94o Edge (84 84 64 73 73 73 5$ S1 82 84: 70 70 70 66 78 7$ l8 67 6, 67 53 JS 75 7s a5 £5: 65 61 73 73 73 63 63 63 59 76 70 (D 51 fil 61 SS 6$ 08 68: 59 59 53 54:. 574 C 201027 Array in₹ertor 104 10 4 104 89 89 89 &7 104 104 164 86 86 3690 200 100 100 83: 83 83 81 96 96 11" 11"20"211"711'1111"1711"84"77 8 77 7T 75 90 99 90 75 75 15 73 87 87 81. 73 73 73 71 Array Edge 93 93 93 77 77 77 75 39 89 89: 74 74 74 7Z 86 _86 86 72 72 72 70 33 83 83 69 69 69 68 86 80 S0 67 67 67 65 78 79 78 65 65 55 63 76 76 76. 63 63 63 62£ 27`.045 739006.50 100 116100 2ri0 96 $5 96 96 96 96 56 93 86 93 93 93 33 93 89 82 89 9G 90 90 96 36 %0 as 37 87 57 87 33 77 83 04 84: 344 84 3i 75 3? 84 81 8i: $1 78 73 7& Arra,Edge `85 86 86 86 93 77 83 a3 83 83. 33 30 74 80 80 80 80 80 77 72 77 7& 73 ,78 78 75 fig 75 75 77 75 X75 72 0'7 :.72 73 73 73 73 70 65 70 f.7S 71 71' 71 68 53 65 ₹o.6D Array 638 107 147 107 107 107 107 307 107 107 104 104 104 4.04 104 105 .10'1 101 301: 241 101 101 132 102 97 97 47 97 97 99 99 94 94 94 94 94 97 97 91 91 91: 91 91 94 94 88: 89 88 88 88 0114300 99 99 04 94 94 94 34: 96 96 9A' 90 90 00 90 93 ;93 37 07 07 07 47 90 90 94 84 $4 84 34{88 8$ %2 _82 92 82 3206 SE 79 74 79 J 79 f'63 83 77 77 71 77_77 f Ok01 Array lrteciort� 100 57 8J 87 87 7l 77 609 163 93 84 84 84 74 74 1M 90 8k 31 31 72 -72 IW 87 78 78 73 69 69 20 84 75�75 75 67 67 100 8T 73 73 736 55 '979 71 72 71 63 63. prsay Edge 106 84 75 75 75 67 67 100 81 72 72 72 64 64 f 98 79 70 70 70 62 62 94 75 67 67 67 60 E 70 55 65 65 57 57 :88 74 63 63 63 SS 55 86 63 61 61 61 53 53 7X.20 Areay lOXtnor 91 91 91 79 79 79 74. 4060 88 76 76 76 71 85 85 85 13 73 73 69 82 82 82 71 71 71 66 79 79 79 6& 68 68 64 77 77 77 66 66 66 62 74 74 74 64 64 54 61 Array Edge 79 79 79 £3 68 68 64 76 76 76 66 66 66 62 73 73 73 64 64 64 60 71 71 71 6f 61 61 57 I 68 68 at 59 59 99 54 66 66 66 57 57 57 52 6R 64 64 54 54 54 49 D 2OW27 67'19 302303 f 102 101 1Y 84 84 84 82 97 97 97 $1 81 31 79 94 94 94 73 73 78 75 90 90 90 75 75 75 73 87 67 37 73 73 73 71 85 85 85 71 71 71 69}32 82 82 69 69 69�67 811970 899 87 87 87 73 73 73 71 $4 84 84 70 70 70 68 81 81 81 58 68 68 66 78 78 79 65 65 65 64 7fi 76 76 b3 63 63 62 73 73 73 61 61 61 60 71 71 71 64 60 0 57 [ 273045 Arrx{kx#bbr 94 94 94 94 91 1491 91 91 91 91 87 81 $7 $7 87 87 87 84 79 84 84 84 84 84 81 75 01t92 82 82 82 92 79 73 79 79 73 79 79 76 70 76 kk 77 77 77 77 74 68 74 Atray£Ag0 81 &I 81 3T 78 73 78 78 79 78 78 76 70 76 76 766 7S 76 73 677 73 73 73 73 73 70 65 70 71 71 71 71 68 63 68 69' 69 59 69 66 61 66.1 67 67 67 67 64 S9 64 453060 361'1'14 133 {192 107 102 302 102 102 102 103 103 98 98 98 98 911'100 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89. 89 $9 a9 39 92 92 85 66 86 86 36 90 94 83 83 33 83 83 39146 6893 94 94 $8 88 88 8% 88 91 91 85 85 85 85 85 89 89 _82 82 S2 82 82 86 86 79 79 79 79 79 83 83 77 77 77 77 77 81 81 75 75 75 75 75 79 79 72 72 72 72 72 0.7 Array[neeYxze 92 92 92 92 97 92 92 92 92 92 32 92 89 39 92 92 92 92. 92 85 36 92 93/ 92 92: 83 83 92 92 30 30 90 80 SO 92 92'. 87 al :87 78 78 92 92 8"x 85 85 7S t>.. 41191/6341____, 92____93_____90___90_____90_____30_____90192______92__ _9____0_______97_______7______77132_____02____03______83_____13 74 74 92 90 $1 81 83 72 7242 S7 78 73 78 63 69 47 84 76 76 76 67 67(92 3t 73 73 73 65 65 7.20 Amoy lnu r '93 9190 95 95 95 89 9& 98 98 91 91 S1 85 98 '2$ 98 0113 $8 32 98 93 98 85 45 15 79 95 3S 35 82 82 82 77 92 9T 92 79 75 75 74{'89 89 89 77 77 77 72 411150490 95 95 95 32 92 32 77 91 91 9E 79 79 74 i I 88 88 83 76 76 75 71 1 85 $5 85 73 73: 73 69 I 12 92________02_____71____71__ __11________67 79 79 79 69 b9 69 65..77 77 77'. 67 67 67 53 3 2DW27 Array hrderimr 99 99 99 W 99 99 98: 99 39 99 47 97 97 94 99 99 93 94 94 94 91 99 99 99 90 90 90 88 99 99 99 87 87 87 85 95 99 99 85 35 85 82 99 99 99: 82 82 %2 86 Arrx3dge 93 99 99 87 37 87 85 99 99 99 84 84 84 32 97 __97 97 83' 81 8k 79 94 94 94 78 78 78 76 9E 90 91 76 76 76 74 83 8$ 8& 73 73 73 71{.85 35 SS. 71 71 71 63 27za45 831/3 YlIpricr (105 145 105 105 105 100 oosl 05 105 105 205 1t5 96 10≥I145 105 105 105: 103 33 Ill I 101 101 Ill 141 97 90 9F 9& 98 98 :98 94 87 94I j 95 95 95 95 9T 84 91 92 92 92 92 8& 82 88 41349 6390 48 98 3$ 98 90. $1 94: 94 94 94 94 90 83 94 90 90 50 40 $7 Sp $7 8} 87 87 87 84 f& 84 ?✓k %4 84 84 81 75 ST ST 82 $2 82 79 73 7§ l9 79 I9: 79 l7 72 77 Ar'ffOdYrov 147 167 107 107 107 V7 107 V7 107 13309' 117 '707 107 107 107 107 107 107 107 107 107 107 1107 107 107 107 237 167 107 306 106 106 405:166 W7 10.7 93013 003 103 103 f:104 104 106 200 000 '009 YOSp 021995498 297 197 1106 206..:106 106 106. 166 106 192 102 102 162 102 103:113 98 58: 93 98 9$ 1W 209 95 95 95 95 95 97 97 92 :92 92 7:92 95 95 $9 89 89 99 89 f.92 92 06 36 96 86 86: {{{ 01.7 A,,WF#— 92 W 92 92 92 82 $2 92 92 89 89 89 79 791'92 92 86. 86 H6 76 75 52 92 83 93 83 73 73 92 89 80 80 1070 71 9Z 86 77 77 77 69 69 92 84 75 75 75 67 67 Arcay£dge 92 89 80 W 80 72 71 92 86 77 77 77 68 68, 92 82 74 74 74 66 :66 92 80 72 72 72' 64 54 92 77 69 69 69 62 62 92 75 57 67 57 60 60 91 72 55 65 65 57 57 7.24 `5 °x f 97 97 97 34 S4 84 78 93 93 33 81 81 81 76. 90 94 9D 7% 73 78 73107 87 37 75 75 75 70 84 84 84 73 73 73 68 31 4131 70 70 70 £^a 79 79 79 S8 68 68 64 AraV Edg. 34 34 %4 73 73 73 68 81 81 81 70 70 7fl €s 78 78 78 57 67 67 63 75 75 75 65 65 65 61 73 73' 73 63 63 63 59 70 70 79 6Y 615 56 68 58 6& 59 "s9 59 54 SOP f C 20₹.27 Aray7Meti0r 99 99 99 89 84 89 87 99 99 99 86 86 86 84 99 99 99 83 83 83 94 95 96 96 80 80 80 78193 9., 93 77 71 77 75 90 90 90 75 75 75 73 87 87 87 73 73 73 71 81114 0840 93 93 93 77 77 77 7S 89 89 3974 74 74 231120 86 8672 72 72 701%8 $3 $3 69 69 59 5$ 8p 80 80 67 67 67 65 71 71 78 65 65 55 53 75 76 76 53 63 63 62 27[.045 0/20187 :106 ,00 306 2W 96 89 96 95 96 95 96 93 86 43 93 93 98 93 89 82 $9 96'83 5C 90 85 80 1111'i"31787 3713 17 33 84 85 84 04 81 75"311'7"61 8£ 81 31 78 18 78 Array Edge x 86 86 36 85 03 77 83 $3 83 0410 80 74 80 80 80 80 80 77 72 77 78 73 78 78 l5 69 75 75 75 75 1 72 61 77j,73 73 73 73 70 55 70 i 71 71 71 71 &3 63 66 4S W 60 Ar,op r49fipr 107 1 107 207 2137 207 297 107 107 107 104 104 104 104014 104 205 101 101 101 101 101 102 102 97 97 97 97 97 99 99 94 94 94 94 94 97 47 91 91 91 91 91 94 94 88 88 88 SS SS 49143580l 49 94 94 94 94 94 94 9& 96 90 90 9ft 94 90 93 93 87 87 87 87 87 90 90 84 84 84 84 84 1 88 88 82 82. 82 82 82 8fi 06 74 79 79 79 79 83 83 77 77 77 77 91 68 0327 "A`a ° 92 92 37 8,7 97 77 77 52 92 &4 5090 74 74 92 :.90 81 817 81 72 72 92 87 78 78 78 59 69 92 SOPS :75 9S 67 6792 82 73 73 73 65 55(F;52 75 71 71 71 63 '9 A.eaV Edge (92 84 75 75 75 67 67 92 _172 72 72 _54 54 32 7% 70 70 70 02 62 92 75 67 57 67' E£ 50 9T 73 65 _55 65 57 57 8% 7l} 63 63 '53 55 55 k 86 68 61 61 61 53 53 /392 E1 Atro9'49ertar f 91 91 91 79 '.75 79 74 38 88 86 76 76 /6"1111A5 85 0S73 73 73 69 82 82 82 71 71 71 66 79 79 79 68 68 66 64 l 77 77 77 66 66 66 62: 74 74 74 64 64 64 61 13/3890442__f79______79 79 68 sa 68 64 76 76 75 66 66 56 62 73 73 73 64: 64 54 50 71 71 71 61 6161 57 68 60 68 59 59 59 54 66 66 66 57 57 S7 52 C 64 64 64 54 54 54 49 p �45 �Oy1 10 E40 1608486 &X 82 37 97 97 81 81 &1 75 9? S4 34 7&a 78 7$ 76 50 36 90 75 75 75 Z3 $7 87 87 73 73 ?3 71 85 95 80 72 71 71 69 6Z 82 §Z '5'3 669 59 67 ArtayEdge 87 ':£T 87 73 78 73 71 34 34 84 70 7fl -70 6& 82 8t 81 6&: 68 5& f6} 78 78 73 65 65..: 65 64 7fi 76 76 _.:63 63 63 62'73 73 73 61 61 61 60 f 71 71 73 60 60 60 5745 y94 54 94 94 91 %4 91:: 9i 91 31 9T 37 81 87 87 87 87 87:: 84 73 84 84 84 "$4 S4 81' 75 87 $2 82 8T :$2 79 73 79 79 T9 79 79 :7fi FO 76 7F 77 X7. 7/ 74 b8 74AXreyEdge f 83 :91 SF $1 '.78 73 78 79 7S 78 78 76 70 76 76: 78 76 76 73 57 73 73 73 :13 73 72 65 74 TI 7l 71 !:.71 58 63 58 69 Ct# 69 59 66 6k a'6.51 67 fa7 of "op SS 54 60 Arcx{fAtdt }107 307 202 102. :"102 102 162'.038 103 98 98 38 98 98 100.190 35 95: 95 95 25 97 97 32 92 92 42 92 x:35 95 89 85 39 $9 89 92 42 86 86 =86 86 86:90 90 83` 83 83 83 83:: Ar Su- €94 94 as 88 _88 33 $8:: 9l 91 85 85 BS 85 89 89 82 82 82 8236':79 73 79. 79 79 149_°3 77 77 77 77:..77 81 81 75 75 :75 75 75.':74 79 X72 72 72 72 73. 22 of 31 23 of 31 24 of 31 25 of 31 2of31 27 of 31 28 of 31 Maxi um Raft Spans(Inches) 1Clk kfft Rail 450124(R 03)Flush- . unt on 0 to 30 Foot Roof--t-Foot._€andscape 4rouM T ExPasure _78848/IA->. 130 mPF 140.mPh.... 150rr ...... 1607185 ..... 170 mGh Z80mOh ... Snmv Land Gaiega,p9a t e= 924121/4 a. ?^ 1 24... 2t 2n 38......31 V 2e 2^ 711 38 ire 1' 057 1 2e 21 2n 3e 3r S' 1 2a 21 2n 38 3r V 1 2e 2s 2r. 3e 3r V 1 2e 21 2a 3e 3t } Atr%f[relsbr 74 "74 74 74 74 71 71 74 74 74 74 74 68 E8.. 74 74 72 72 72 64 66 64 74 74 69 69 59 52 62 74 74 66 65 59 59 74 71 64 54 444 55 55 Array hdge 74 74 69 59 69 E1 52 74 73 66 55 5b 58 58 74 70 62 53 63 54 54 74 67 50 60 B9 51 52 74 64 56 $6 56 AS 48 74 63 53 53 53 45 4S a 7 7tu25 i ylltlrx 75 76 7fi 73 73 73 58 76 76 76 69 69 69 275 76 7S 66 56 66 62 72 72 72 63 63 G3 59 69 69 Y3 60 S,i Btr 55 57 67 67 57 57 57 52 4614/5341 : 73 73 73 63 63 63 59 59 69 69 60 04 50 51 66 56 65 56 56 SA 52 63 53 53 52 52 52 48 64 63 5 49 49 43 45 57 57 5789 45 46 42 8 104427 47177 terror 7& 78 78 77 77 77 75 78 79 78 74 74 74 72 78 72''31'''30 70 7344 78 78 78 67 67 67 65 77 77 77 64 64 64 63 74 74 74 62 62 62 60 4148738e 78 79 78 67 67 67 65 75 76 76 64 54 64 62 73 73 73 5£ 61 61 59 64 64 69 57 57 557 55. 67 67 67 54 54 54 52 64 54 64 51 51 51 49 21534 717877Cenor 87 87 87 87 8 77 83 j 82 82 82 &2 79 73 79178 78 78 78 75 76 75 75. 75 75 75 72 67 72 72 72 72 72 69 64 69 t 69 69 69 59 67 62 67 811275988 j70 76 75 T9 72 57 72 7£ 7£ 71 71 53 64. 69 68 68 68 fib 6b 62 66 65 6S 6S ES 63 57 63 62 02 82 62 6'3 54 6G 6D fi0 60 60 Sl 51 57 } 4510 r 4147 18 r 345 I^45 94 94 94 54 4k i3S 95 84 89 89 89 %$ 93 95 85 85 85 85 35 38 88 81 91 81 81 31 84 04 7$ 79 78 78 78 93 81 7S 75 75 75 75 81144 441 198 88 82 82 82 82 82784 84 78 78 78 78 78 1 85 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 6817 71 65 65 65 65 65 j :0207 Array arterial 74 74 71 11 71 63 6314 74 67 67 67 4p 60 74 71 54 64 64 56 i6 /858 61 61 62 52 52 74 65 'S S& 58 49 49 7A 63 55 55 55 47 47: A.1 7E188 74 59 62 02 620 53 74 65 5& 5S 58: 4971 74 62 54 54 54 46. 46 73 59 50 50 50 43 43 72 55 47 47 47 40 40 E8 52 45 45 4S 38 38 7:a 20 Arsayhrterror 74 74 74 b5 55 65 53 7S 71 :71 61 61 61 57 67 61 77 58 58 5A 53 64 54 54 54 54 54 49 62 62 62 51 51 51 46 59 59 59 48 48 48 44 ArtayE e 6$ 65 65 55 55 55 50 61 61:61 51 51' 51 46 58 58 58 47 47 47. 45 54 54 54 44 44 44 46 51 51 52 41 41 41 38 48 48 48 39 39 39 35 i1 409" C 20.27 87787 6r 1& 78 73 S9 65 a9 fi7 7$ 78 78 67 65: 65 64 74 74 74 52 62 62: 61 71 71 Y1 10 60 50 57 68 r,A 68 56 56 56 54 65 66 66 53 53 53 51 58'7588 1317271466. 60 58168 58 68 55 55'. 55 53 65 65 65 52 552 _52 54 52 62 62 48 48 48 46 559 59 59 45 45 45 44 58 56 56 43 43 43 42 21445 4 Arrayirr1en0r 'T7 77 7l 17 74 64 74 73 >3 73 74 HS: 65 77 70 18 26 74 67 62- 67 63 67 fi7 67 :64 59 64 54 64 54 54 62 562 61 6S 61 61 59 5 554 46145'399 1615167 67 '460 A464 64 64 946 55 61 61 61 6E 61 58 52: 58 51 57 5/ 57 54 48 54 54 54 54 54 53 45 51 51 51 51 5554 43 48 456 60 171147/75991 90 90 84 54 84 84 64 86 86:79 75 79. 79 79 82 82 76 75 76 76 76 79 79 72 72 77 72 72 75 75 69 69 69 69 69 73 73 67 67 6I 67 67: Array Edge 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 60 60 69 60 60 63 63 57 57 57 57 '57: 0467 i A'73551393 76 74 67 67 67 60 60 76 71 64 64 46 55 55 76 67 61 61 61 SZ 51 76 64 57 57 57 48 48 76 62 54 54 54 45 45 74 59 51 51 51 4943 May_dg8 76 65 57 57 57 4848 7561 5358 53 45 45 73 584 49 49 42 42 70 54 45 46 46 49 34 67 51 44 4444 37 37 64 4% 41 41 41 34 34 182 Array5r89A1 70 76 70 61 61 51 56 67 67 57 57 57 57 52 64 64 64 53 53 53 48 61 61 61 50 50 50 45 58 58 58 47 47 47 43 54 54 54 44 44 44 40 ArraY£dge 62 61 62 51} 50 50 46 S 57 57 57 46 46 46 42 53 '3 53 43 43 43 3a 5055 SO 40 40 40 37 47 4747 3338 38 33 4444 44 36 36 36 30 0 2053 7 Array 118/10r f 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 Al 62 62 48 48 48 45 Array UP, 67 67 57 55 55 5553 64 64 64 51 52 51 49 61 61 61 47 47 47 4658 58 58 44 44 44 43 54 54 54 42 42 42 4051 51 51 39 4939 38 27.45 s 6137 9,8531 t 73 73 73 73 70 65 70 69 69 69 63 66 62 66 66 66 66 66 63 58 63 63 63 63 63 6₹ 54 61 60 60 60 60 57 51 57 57 57 57 57 54 48 54 s Allay Edell -.63 63 63 63 61 55 61 60 60 60 50 57 51 57 56 56 56 56 53 47 53 52 52 52 52 50 44 50 49 49 49 44 47 424/ 45 45 466 45 44 39 44 45.66 3 Attayin e(!o1 85 85 79 19 7979 79 81 81 75 75 75 15 75 78 78 71 72 71 1x 71 74 74 68 68 68 68 68 71 72 66 6o 66 56 56 68 A$ 63 63 63 63 63 31878.s 75 75 59 69 63 59 59 7Y 71 b5 65 65 55 65 68 68 62 52 52 62 a'2 65 55 59 54 59 59 59 62 62 56 S5 56.. 55 56 60 60 'i3 53 53 53 53 Of 7 Arra/197169 7/ 72 Z2 72 772 7₹ 'e2 72 72 72 72 72. 68 68 72 /2 72 72 72 64: "04 7Z 72 69 59 59 62 62 727/ o6 66 66 'a4 59 72 71 64 64 674 55 55 5,87048 72 72 69 69 69 62 62 72 72 66 66 66: 58 58 72 70 63 63 63 54 54 72 67 66 60677 52 51: 72 64 56 $6 56 48 46 72 61 53 53 53 45 45 7Y 20 ; ArsXY'vsYx854r 74 74 74 73 73 73 68 74 74 74 699 6g- 69 65 74 74 74 66 66 56: 52 7272 72 63 68 63 59: 69 69 0 60 60 60 55 57 57 67 57 57 57 52 A18/5441 73 23 73 63 63 63 59 59 69 51 69 60: 60 55 66 66 66 55 56 56: 52 53 63 53 52 52 52 48 60 60 66 49 43 0 45 57 57 57 45 46 46 4Z 3 s 2Uto'7 Atraykr4 7S 76 76 76 76 76 75 I76 76 76 74 74 74 72 76 76 76 79 70 14 68 76 76 J5 52 '67 67 55 76 76 76 64 64 54 "Ti 4471"'74 74 62 52 62 sIt.. ( Aihay£C8e 76 76 76 67 5/ 47 '55 76 t6 76 64 54 64 62 73 73 73 606' 61' 53 63 '969 57 57 57 55 578 67 54 54 54 52 64 64 64 51 51 51 '9, H27 545 ( 81147/53478' 87:: 57 87 97 83 77 P3 82 82 82 82 79 73 79 78 78 78 78 75 70. 75 75 75 75 75 72 67 72::: 72 72 72 72 69 64: 69 69 69 69 '.69 67 62 57';S 211395* 75:: 75 75 :75 72 67 72 71 71 71 71 69 64 S9 58 68 88 68 65 51 66 65 65 665 53 57 53:. 62 52 62 62 60 d 60 60 60 60 40 57 51 57 451 60 i A1ay fol la1 SIXe" "x 4W 94 94 94 94 54 95 95 89 63 89 89 09 91 91 85 85 83 85; 35 88 33 81 81 8381 1:91 34 84 7$ 79 7s 78 78 82 51 73 75 75 75 75 , 821844e 38: 88 82 82 82 82. 82 34 84 76 73 78: 78 78 30 80 74 74 74 74 74 77 77 7"s 75 71 Z1. 7178 74 6$ 68 68 63 68 71 71. 65. 65 65 S5 55. H4 O Z € Rr+aYl4rsrx5r 72 72 72 71 71 63 63 72 72 67 11 6750 60..72 71 54 64. 54 56 5fi 72 68 61 61 61 52 52 72 55 5$ 58 58 49 43 72 53 55 55 55 47 47 41149834 72 68 52 62 62 53 53 72 55 58 58 58 49 49 72 62 54 54 54 46 46 71 59 S0 50 50 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38. 38 73 20 Array 31144"l'/4 74 74 65 65 65 61 71 71 71 Al 61 61 57 67 67 67 58 58 58 53 64 54 64 54 54 54 49 62 62 62 51 51 51 46 59 59 59 48 48 48 44 3S{{ May Ed Be 65 65 65 55 55 55 SS 61 61 61 51 51 53 46 7858 480/ 47 47 43 54 54 54 44 44 44 40 153 51 51 41 41 41 39148 49 42 39 39 39 35 0322 C 1 2027 7 Array4 t 76 76 76 69 69 69 67 76 76 75 65 65 b4 64 74 74 74 62 Al 62 51 7_ 71 71 60 60 60 57 1 68 68 48 56 56 56 54 65 56 66 53 53 53 51 l{l{l{ 8,7YE441 71 It 7Z 00 by 60 58 6& 68 68 55 55 55 53 65 65 65 52 52 52 50 62 62 62 48 4& 48 46 S9 59 5945 45 45 14155 566 56 43 43 43 41 27W45 a Arez'&slri., 77 77 77 77 74 69 74 73 73 73 73 70 65 70 g 70 70 70 70 5752 fi7 67 67 67 67 64 59 64 64 64 64 64 52 56 62 i 51 61 61 51 59.: '95 Array8381 67 67 67 67 64 60 64 64 44 '04 64 61 55 61(,61 61 61 61 58 52 53 57 57 57. 57 54 48 S4 54 54 54 S4 "5 45 5S 52 51 51 51 48 43 48 4 60 ( Array1 E1— 30 96 84 84 84 84 84 2 4595 79 79 79 79 79137 82 76 76 76 76 76 79 79 72 72 72 72 72 1 75 75 69 69 69 69 69 73 73 57 67 67 67 67 [ 4118/8448 79' 73 73 73 73 73 73 75 75 69 69 69 69 69 72 72 66 66 66 66 66 1 68 68 63 61 63 63 63 66 56 66 60 60 60 60 63 53 57 5757' 57 57 j fikk7 AlA&,t8'I' 74. 74 67 67 67 50 60 74 71 64 64 64 65 44'V'4 57 6£ 5i 51 51: 51 74_64 5T 57 j577 45 43 24 52 54 54 54 45 445 73.: 59 51 5£ 51 4343 43 4.. i 81707 8441 74___55_____57____,/____5/_____48 48 74 61_` 53 53 53 45 45 73 58 43____43_____49 42. 42 70______54__ _66____46_____46___33_____3_ 9. 6/___ 50_______44_____44_____44____3/______37_. 64 48 41 41 41 34. 34. j 2G 4 A"'6Ke( 70 7070 61 61 61 56 67 fi7 67 57 57 57 52 64 54 64 3 53 53: 48 61 51 61 56 50 5p 4S' 58 5A 58 47 2/ 4 43 'T54 54 44 44 44 40 ArAo-y Edy2 It 61 61 $0 59 50 46 57 57 57 46 46 46 42 53 53 53 43 43 43. 39 50 50 50 40 00 40 37 47 47 47 38 38 38 3% 44 44 44 35 36 36 30 0 21313 27 Array 889161 7% 78 78 65 65 65 63 74 74 74 62 62 62 60 70 70 70 59 58 58: 56 67 67 67 55 :55 55 52 64 84 64 52 51 5149 62 62 52 48 48 49 46 { Arraya%. 67. 67 67 55 55 55 '.3 64 64 64 31 51 51 49 fil 61 61 47 47 47': 46 58 58 58 44 44 44 43; 54 54 .54 42 42 _2 40 52: 51 50_____35 39 33 :38 I 27₹c 45 May 4ntear 73: 73 73 73 70 65 :70 fx9 63! 69 6S 66 62 65 441'71111T"65 66 53 58: 63,4) 63 53 63 61 44"61160. fig 60 &0 57 :53 57 57.: 57 57 57 544/ '54 ' AEmy Edge 63: 63 63 63 61 55 61 60 60 60 60 57 51 57 56 56 56 56 53 47 53 52 52 52 52 56 44 50 49 49 49 49 47 42 47 46 4G 46 46 44 39 44 454050 Arraykaer[oz 85: 85 79 79 79 79 79 81 82 75 75 75 75 75 79 79 71 :7575 71.. 71!74 7858 68 5% 68 68 71 71 55 55 5 6£ 66 63 63 63 b3 63 63 63. I_091448 75: 75 69 63 69 69 69 71 71 65 65 65 65 55 68 68 62 62 62 62. 62 V Eli 65 59 59 59 59 59 62 62 SS 56 56 56 56 60 60 33 53 53 5,3 53 0 ta7 871/81388 68 68 68 68 68 68 58 68 68 68 68 58 68 68 68 68 68 68 68 64 64 68 68 68 68 68 62 62 68 68 66 66 66 59 59 68 68 64 64 64 55 55 Atra7Edg8 68 68 68 58 68 62 62 68 58 65 66 56 SS 58 58 68 63 63 53 54 54 68 67 60 60 60 51 slog 64 56 56 56 48 48 5$ 61 53 53 53 45 45 ArzaYYIarwr 70 70 79 70 70 70 68 70 70 70 59 69 6965 70 70 70 56 66 56 62 70 70 70 63 63 63 59 169 69 69 60 60 60 55 57 67 67 57 57 57 52 Ik 78020 Ari YEd&e 74 70 74 63 63 63 59 69 69 69 60 50 60 55 66 66 66 56 56 55 5Z 63 63 53 52 52 52 48160 60 60 49 49 49 45 57 57 57 46 46 46 42 £ 8 20x27 A' a °r 73 73 73 73 73 73 73 73 73 73 73 73 73 72 73 73 73 70 70 70 68 73 73 73 67 57 57 65 73 73 73 64 64 64 63 72 72 72 62 62 62 6F #/13/634. 73 73 73 67 67 67 65 73 73 73 64 64 '04 62 72 72 72 61 61 61 53 59 63 69 57 57 57 55 67 57 67 54 54 54 52 64 64 64 51 51 _249 fff 27.45 pp. yfAef4r 94 84 84 84 83 77 83 82 82 82 82 73 73 79 78 78 76 78 75 70 75 75 75 75 75 72 67 72 72 72 72 72 69 64 69 69 69 69 69 61 62 67 8114/44443 7y 75 75 ]5 72 67 72 71 71 71 71 69 64 69 68 58 68 58 66 62 66 65 65 £5 65 63 57 63 62 62 62 62 6e 54 60 60 60 60 50 57 51 57 45.60 11/11/30 b 104 307 9A 94 94 94 94 95 9a 89 84 89 89 84 91 91 85 85 85 85 85 88 88.. 81 81 81 81 31 84 84 78 73 78 78 78 8£ 83 75 75 75 75 75 81848 6488 8884 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 0.7 An3Y fn: 6£ f$ 68 `08 ES 63 63 68 58:. 67 67 67 64 88 6& 68 64 54 64 56 56 68 68 61 61 61 52 52: 68 65 58 58 58 :49 49 68635S55554 55 55 55 47 47:.. A,.'Edge 68, 68 62 62 62 53 _:53 68 65': 58 5% 58 49 49 68 62 54 54 54 46. 45 68 59 50 50 50 43 45.. 6& 55 X47 47 47 48 40 67' 52 45 45 45 38 38:. 7.20 f 4887¢terror 70 70 70 65 65 65 61 70 70 70 61 61 61 57167 67 67 58 58 58 53t84 64 64 54 54 54 2916/ 62 62 51 51 51 46 59: 59 55 48 48 48 ".44.. tt 41108468 65' 65 65 55 55 55 50 61 51 61 51 11 51 46 58 58 5$ 47 47 47. 43 54 58_____54 44'1 44 44 40 51 51 : 44 41 ;:41 38 48: 48______48_______47____39____,9______35 6G623 C = 20ta 27 f ArrayttkI53 73': 73 13 89 65 69 67 73 73' 73 65 G3 fi5 54 72 72 72 62 62 11 61 737 71 60 60 60 57'. 68 68 644 56 56 66 54 6&: 66 66 53 53 53 51: 8174 8348 7t; 71 11 60 60 60 58 58 68 58 55 55 55 53 55 65 65 52 52 52: 50 62 62 62 48 48 48 46. 59 59 59 45 45 45 44 56: 46 56 43 43 43 1:42 27.845 l &ra9 15 81108 77. 77 77 T1 74 59 44'l"Z3 73 73 73 23 55 70 70 3 70 70 67 82: 57 67 57 67 67 64 59 64 64 64 54 64 62 '56 62 61 6E 61 Al 59 53 59 A#0Y Edge 67 67 67 67 64 88 :_64 64. 64 54 64 62 55 61 51 61 61 E£ 58 52= 4B 57 57 57 57::54 48 54:: 54 54 54 54 551 45 51 51 31 5% _52 48 43 :44'. 45 to60 @ Array 61.380 r }94: 90 84 84 84 84 84 86 86". 79 75 39 79 79 '82 82, 76 76 76 76 76 79 79 72 72 72 72 72 75 75 '.69 69 69 59 69 13.. 73 67 67 67 67 67: }I 4 81..7178 J 7g. 79 73 X73 73 73 73 75 75.. 69 65 59 65 69 72 72 66 6£r 66 66 65 as 68 53 63 63 &3 53:. 66 6a" 60 69 60 SO 69 63.< 63 57 X57 57 57 57;: 0Yo7 Array l5488wr 76 70 67 67 67 64 68 76 70 64 64 64 55 55 73 67 62 62 61 51 51 78 64 57 57 57 48 48 70 62 54 54 54 45 45 74 55 52 51 51 43 43 te... 70 65 57 57 57 48 48 70 b2 53 53 53 45 45 70 58 49 49 49 42 42 l 63 54 46 46 45 39 39. 67 51 44 44 44 37 37 64 48 41 41 41 34 34 3024 i A1f0y7.1tor 70 70 70 61 62 61 56 67 67 67 57 57 57 52.f 64 64 64 553 53 53 48 61 61 61 50 50 56 45155 58 Sa 47 47 47 43 54 54 54 44. 44 44 40 Allay Edge 61 61 61 50 50 54 46 57 57 57 46 46 46 42 :53 53 53 43 43 43 39 j 54 50 50 40 40 40 37 47 47 47 38 38 38 33 44 44 44 36 36 36 30 /082/ Amy tptrd;ar 75 75 75 65 85 65 53'. 74 /424 62 62 62 60 70 70 7f0 58 58 58 56..'67 67 67 55 55 55 52 164 64 64 SI Sk 51 49 62 62 62 48 48 48 46 7 j 4RayEdga 67 67 67 55 55 55 53 64 64 64 52 51 51 49 51 61. 61 47 47 47 45 58 58 58 44 44 44 43 54 54 54 42 42 42 46 51 51 51 39 39 39 38 27[0 45 Array llreriar 73 /3 /3 73 70 65 7II :69 69 69 69 66 62 66 66 66 66 66 63 58 63 63 63 9953 61 54 65/50 5068 60 57 51 57 557 57 57 57 54 48 54 Array Edge 63 63 63 63 61 55 61 i 60 60 58 'o0 57 51 57 56 56 58 56 53 47 53L52_5/ 57 52 50 44 50 49 49 49 49 47 42 47 45 46 46 46 44 39 44 45 Lr 6a }} Arrayl•7388, 85 85 79 79 79 79 73 81 91 75 75 75 75 75 78 78 71 71 71 7€ 71(74 74 6858 68 ,4"44441'75 j 71 71 66 56 66 65 66 68 584 63 5353 63 Arxa'Edge_j 75 75 69 69 69 69 6S 71 71 65 65 65 65 65 68 68 62 62 62 62 62 65 65 59 59 59 59 55 j 62 62 56 56 56 56 56 60 60 53 53 53 53 53 29 cif 31 Section Properties: Sectio s 450 24 (REVX03).DXF Section Infonnation. _sterlel Typeµ _ mGeneral Shape `hype _ _� Arbitrary NumberofShapes _ 1 I Width = 1,575 in hieight __ 1.575 . in rold, Xo - 0:000 _. in rold Yo 0186 _ in it (Right) 0,767 in it (Left) 0,767 in it (Top) 0.788 in it (Bot) 0,786 in 1.575 Area, Ax = 0.373 m112 Inertia, lxx ® 0.151 , in^4 Inertia, <IYy. = 0,100 ln"4 Inertia, lacy -0,000 in"4 x (Top) __.._.,. 0.11 inR3mm x ( ot) 0.191 MA3 y (Left) 0.126 !n"3 y (Fight) _ 0.126 _ mA3 rx m O.635 _ in ry 0.516 in llostec _ _ 0.222 in"3 µ plastic ZY 0.160 in"3 Torsional J = <No lc.> As-xx Def = 1.000 As-yy Def m 1.000 As-xx Stress 1.000 As®yy Stress 1.00 Section Diagram Feb 19, 2021 06:43 A Checked ya :\Rl A\ ectlonProjectl page 2 D C 3.00 3.03 [76.1] [76.9] THIRD ANGLE PROJECTION!ccx ASR, MFG 1APJ PR, A' WJTERPRET DM AND 1OLRANCE j ASW Yt4.5]R]- c NOT SCALE e ]a MINIMUM MODULE HEIGHT T P RDA £" acx s. E E MENSIONS TOLERANCES ARan: EXAMPLE' r� spt� Of .XX,+J-.030 I X.+j-.75 SIZE DWG.NO XxX:+t--.o€ XX:+_.zs jXXR XXXm XX.1 ANGLES: x0l +I 1° SCALE l;Irs HT: 31 1 Hof} PPPPF' YR T Z"51 Warranty 0 CELLS P,,�,( & PO- -" 7 Ymld,"cunty BREAKING THE 20% EFFICIENCY FARM Q,ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9%. THE MOST THOROUGH TESTING PROGRAMME IN THE IND"STRY Q CELLS is the first solar module manufacturer to pass the most comprehan- O 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 tow -fight and temperature behaviour, ENDURING H*H PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology', Hot -Spot Protect and Traceable Quality Tra.Q'N, EXTREME WEA THER RATING High-tech aluminium alloy frame, certified for high snow (540OPa) and wind loads (400OPa), Y� A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty'. APT testcondiflons according to IEC/TS 62804.1:2015, method A (-1500V, 96h) 2 See data sheet on rearfor further information. THE IDEAL SOLUTION FOR: 6tRooftop sn'sys on residontjal buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION 1717mm, x 1045mm x 32mm (including frame) 19,9kg 3.2mm thermally pre stressed glass with ZMM ant( reflection technology ....... ..... S Cove, Composite film Black anodised aluminium cet€ 6 x 20 monocrystatline Q.ANTUM solar half cells ..... .. ... . mnbox 53-101mm 32-60mm- 15-18mm Protection class IP67, with bypass diodes r" 4mm2 Solarcable; (+)a1150rnm, H:1160mm --------- - -- St6ubli MC4; IP68 .. .......... ...... . . r115TA111) MWA ELECTRICAL CHARACTERISTICS POWER CLASS 360 366 360 $66 370 i Nr U11 r1i P F A - R A r 11'("), MA N,`!,,' AT SIFANDUD TE'Sli' (',0N�o1,`10,\-!S, S-f C1 (POWER TOLE,, RANCE S 4-W 11 . .... ........... P", [w] 350 355 360 365 370 ISC [A) 10�97 11,00 11,04 11,07 11,10 ........ ....... n i", Voc, M 41,11 41,14 41,18 41,21 41,24 'MIM, IMM' tAI 10,37 10A3 10,49 10,56 10,62 ............ .. IVI 33,76 34,03 34,31 34.58 34:84 .......... IN �20,1 a20.3 ?t20.6 AOMN,'W, 0KQA1VJG, 00�,'ND1`,,10N,1',, NtODV 't L�Pp ... . ...... . .... PMIP [w] 262.6 266,3 2701 273,8 2776 I,, (A) 8,84 9,87 8,89 &92 8.96 V- IV] 3817 38,80 38,83 38.86 38.90 I'll, [A] 8,14 8.20 8,26 8,31 8.37 )T VMPP IV) 32,24 32,48 32,71 32.94 33,17 'Measurement tolerances pvrpt3%Is Vic *6% at=. 1000W/ml, 25±2'C, AM 1.6 according to IEC 60904-3 - -800W/m2, NMOT, spectrum AM :L5 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE 7 At least 98% of Comical power dur- no insfirstyear- Thereaftermax. 05% � -------- degradation per year. At least 93.5% -- _6 of nominal power up to 10 years, At least 86% of nominal power up to 25 years ----- ----------- ------ r r r All data within measurement toler- es ances, Full warranties in accordance sa with the warranty terms of the no 40 go Q CELLS sales organisation of your MRAWANOF FAIa ! respective country. Typical module performance under low irradance conditions in comparison to STC Conditions (26'C, 1000W/m,L ........... TEMPERATURE COEFFICIENTS of 0 [%/K] +0,04 Coeffio,ont of V, (%/K) -027 . ......... y (%/K] -0r34 NominalViodule Opc",ating 'I'Smporsture NMOT [-C] 43±3 PROPERTIES FOR SYSTEM DESIGN `,,ys,tefn vcft"Im", V IV) 1000 Class 11 ......... .. .............. - r fr-vv, ," C, � - -- ---- ill [A] 20 1re ba�q od on A NS I " U L 6,11,730, C /TYPE 2 [Pa] 3600/2660 P�IVMMld N410duilo,Pc,-,,,-N,0(� -40'C - +85'C .............. ............... ti [Pa) 5400/4000 - - ----------- QUALIFICATIONS AND CERTIFICATES Qwllty C.Miclied PV • TOV Ph.irk,W1 IEC 61215:2016; IEC 61730:2016, This data shoot oompfia8 with DIN EN 50380 QCPv cart fraOm ongoing. Noton Installation instructions must be followed, See the installation and operating manual or contact our technical service department for further information on approved Installation end use of this product. Hanwho 0 CELLS Gmbh Somenallee 17-21, 06766 Bitterfold-Wolfer), Germany I TEL +49 (0)3494 66 99-23444 1 FAX +49 (0)3494 66 99.230001 EMAIL I WE www.q-Celiscom Engineered in Germany OCELLS power -to AC power efficiently, The brain of thesemiconductor-based microinverter is our proprietary application -specific integrated circuit (ASIC) which enables the 55nm technology with high speed digital6times to changing loads and grid evevts, PlIeWatiog. c*nStraInts** battery sizing for ., energy systems. F\ LNG l\1 ' Part of the Enphase Energy System, IQS Series Microinverters Integrate with the Enishase IQ Battery, Enphasal0 Gateway, and the Enphase App monitoring and analysis software. IDS Series Microinverters redefine reliability standards with more than one million cumulative hours of power -on testing, enabling an Industry - leading limited warranty of up to 25 years. SAY Connect PV modules quickly and easily to 108 Series 108 Series Microinverters are UL, Listed as icro nverters using the included O-DCC-2 adapter PV Rapid shut Down Equipment and conform with cable with plug-n-play AAC4 connectors, various regulations, when installed according to manufacturer's instructions, 0 2022 Enphase Energy. All rights reserved, Enphase, the Enphase logo, 108 Microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. 108SE-DS-0001-01-EU-US-2022-03-17 Easy to install m Lightweight and compact with plug-n-play connectors Power Line Communication (PLC) between components Faster installation with simple two -wire cabling High productivity and reliability Produce power even when the grid is down* More than one million cumulative hours of testing a Class 11 double -insulated enclosure Optimized for the latest high- powered py modules ierogrid-farming Complies with the latest advanced grid support" Remote automatic updates for the latest grid requirements Configurable to support a wide range of grid profiles Meets CA Rule 21(UL 1741- A,) requirements " Only when Installed with iC"System Controller Z meets UL 1741.10$H-20 V operates only In grid -tied mode. °* 106 Series Mloroinverters supports split phase, 240V 108H-208 supports split phase, 208V only; IQ8 Series r.. r r Module compatibility 60-ceill120 half -cell 60-celld120 half -cell, 66-celld132 half -cell and 72-ceH/144 half -cell MPPT voltage range v 27 - 37 29 - 45 33 - 45 36 - 45 39 - 45 38 - 45 Operating range v 25 - 48 5 - 58 Min/max start voltage v 30 l 48 30 f 58 Max input DC voltage v 50 60 Max DO ourrent3 (module lsol A 15 Cvervoltage class DC port FI DC port backfeed current mA 0 PV array configuration a lxl Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit a• a : Peak output power VA .r 245 300 330 366 384 366 Max continuous output power VA 240 290 325 39 380 360 Nominal (t,-L) voltage/range' u 240 f 211-- 64 208 6183 - 250 Max continuous output current A 1.0 1,21 1.35 1,45 T58 1173 Nominal frequency Hz 60 Extended frequency range Hz 50 -- 68 AC short circuit fault current over 2 4.4, 3 cycles Arms Max units per 20 A (L-L) branch circuit' 16 13 11 11 10 9 Total harmonic distortion <5' " Overvoltage class AC port lit AC port backfeed current mA 30 Power factor setting 1.0 Grid -tied power factor (adjustable); 0.85 leading - 0.85lagging Peak efficiency N 97.5 9T,6 97.6 97.6 97.6 97.4 CEC Weighted efficiency- Ufa 97 97 97 97.5 97 97 Relative humidity range 4% to 100% (condensing) DC Connector type M04 Dimensions (HxWxD) 212 mm (8.3") x 175 mm (6.9") x 30.2 mm 0.21 Weight 1.08 kg (2.38lbs) Cooling Natural convection - no fans Approved for wot locations Yes Pollution degree PD3 Enclosure Class It double -insulated, corrosion resistant polymeric enclosure Environ. category 1 UV exposure rating NEMA Type 6 s outdoor conventionalWith a Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) 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-US): 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 mounfing system with Flexible Flashing certified by the ICC, Metal Flashing Retrofit Flexible Flashing MERMCM 100% Waterproof ME Dimensions in (mm) 0 0 31/2 (90) 0 2 (50) 0 0 F-1 0 Rafter installation Deck installation P.E. Stamped Letters available at wwwroof-tech.us/support FLORIDA BUILDING CODE CGMPLIAN CE �....�...: .. ............... ................. .. . ............. L"I FLORIDA BUILDING CODE 2020 REQUIREMENTS Questions often arise in the solar industry as to the requirements for installing solar mounting systems in Dade and Broward counties and throughout the rest of the Florida. Outlined below are the four requirements to comply with the 2020 Florida Building Code. The first three requirements are necessary for solar racking systems, while the fourth is specific to solar roof attachments, The fifth item, Florida -specific testing, is optional for installation. I - ILL CERTIFICATIONS Racking UL 2703 (Supplied by Ecol'asten) r 2 - MODULE LOAD RATING ('11 Nu J 0- 3 - RACKING STRUCTURAL CAPACITY Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 4 - ROOF ATTACHMENTS Structural Capacity certification letters that meets or exceeds site conditions (Supplied by Ecol'asten) Waterproofing/Flashing per NRCA & FRS, /TRI (Florida) guidelines (Supplied by EcoFasten, when applicable) 5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS � Florida Product Approval k Miami Dade NOA Water Seal Testing: TAS100(A) (required or HVHZ Florida Product Approval or Miami Dade NOA) -A, a El EC FAST ROOF ATTACHMENTS — FLORIDA COMPLIANT EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-10 and Q13-1 as shown below. G F -11, GF-10 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an EcoFasten compression bracket, a watertight sea[ is created, maintaining the integrity of the roof. Available GF-10 SKUs: 0 3012010 - CIF-1 FLASHING GLV BLK 8x12" 0 3012011 - GF-1 FLASHING GLV MLL U12" Available Compression Brackets: * 2012022 - CF UNIV L-FOOT MLL 3" GF-10 Structural Capacity Documentation for Permit Packets k ClickFit L-Foot C va R ort 07.29,2021 GF-1 Installation Manual Florida 08.11.2021 v2.0 EcoFasten, For Instatters, By Installers, 44 A ECOFASTEN ROOF ATTACHMENTS — FLORIDA COMPLIANT Q13-1 uses a super strong base that can be used on composition shingle, tile, shake, slate, metal shingle, and low slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can be installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. Available QB-1 SKUs: # 3017010 - Q13-1 BASE AL # 3017011 - QB-1 POST AL SILL 4.5" 0 3017012 - QB-1 POST AL IVILL 65' * 3017013 - Q13-1 FLASHING AL IVILL 12X12" # 3017014 - QB-1 FLASHING AL MLL 18X18" * 3017015 - QB-1 EPDM COLLAR BLK 1.25" Q13-1 Structural Capacity Documentation for Permit Packets gB.-linstallation Manual 04.09,20.21vlQ rw EcaFasten, For Instatters, By Instatters, 40 A CIL I C K F1 T " ClickHtO is one of the fastest installing rail -based systems in the industry. With its click -in rail assembly, the rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools, The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity. Available ClickFit Rail SKUs: * 2012021 - CF STD RAIL MLLAL 14FT * 2012025 - CF STD RAIL AL MLL 171.5" ClickFit UL 2703 Certification for Permit Packets t, ClickFit UL 270. Approved Installation Manual Version 07.06,2021 v2.5 � ClickFit UL 27 roved Addendum 06.OZ2021 v1.1 ClickFit Module Load Rating/Span Tables for Permit Packets 0, ClickFit Master Letter ertification04.15,2021 ClickFit Waterproofing for Permit Packets �b CfirkFit H/ 441 Rnin RPnnrtnq_17.?n_71 GF-I CUT SHEETS GF- FL SHIN( GLV BLK ix .._.�.._..» _„_tea. -. ... ,... ,..Y <. .a.. �. .... .... .�F ..,. FLASHING GLV MLL i t .. ,<, .. ,., F-.,... e, ....fie.. ..e ..... �. ...... ..... .�.,... �.. }x 1 o, For Instatters, By In tatter . EcoFasten I Page