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Specifications • •.. •••.• ELITE SILFAB � . SOLAR' SIL-410BG NOT JUST ANOTHER SOLAR PANEL . Back-contact technology with an innovative conductive backsheet and integrated cell design delivers the highest performance, durability and beautiful aesthetics. Manufactured exclusively in the United States. SILFMb V LHF(.Lu . e . FC Fraunhofer L�I �* (S - roc'e are;a � n a irN_. ELECTRICAL SPECIFICATIONS 410 Test Conditions STC NOCT Module Power(Pmax) Wp 410 305 Maximum power voltage(Vpmax) V 38.07 35.35 Maximum power current(Ipmax) A 10.77 8.64 Open circuit voltage(Voc) i V 45.92 42.14 Short circuit current(Isc) 1 A 11.30 9.16 Module efficiency % 21.4% 19.9% - Maximum system voltage(VDC) V 1000 4i Series fuse rating A , 20 Power Tolerance Wp 0to+10 Measurement conditions:SIC 1000 W/m2•AM 1.5•Temperature 25°C•NOCT 800 W/mn•AM 1.5•Measurement uncertainty<_3% • Sun simulator calibration reference modules from Fraunhofer Institute.Electrical characteristics may vary by±5%and power by 0 to+10W. MECHANICAL PROPERTIES/COMPONENTS METRIC IMPERIAL Module weight 20.8±0.2 45.8±0.4 lbs Dimensions(H x Lx D) i 1864mm x 1029 mm x 35 mm 73.4 in x 40.5 in x 1.4 in Maximum surface load(wind/snow)' 5400 Pa rear load/5400 Pa front load 112.8 lb/ft'rear load/112.8 lb/ft'front load Hail impact resistance i e 25 mm at 83 km/h e 1 in at 51.6 mph Cells I 66 high-efficiency mono-PERC MWT c-Si cells 66 high-efficiency mono-PERC MWT c-Si cells 166 x 166 mm 6.53x6.53 in Glass 3.2 mm high transmittance,tempered, 0.126 in high transmittance,tempered, DSM anti-reflective coating DSM anti-reflective coating Cables and connectors(refer to installation manual) 1200 mm 0 5.7 mm,MC4 from Staubli 47.2 in,0 0.22(12AWG),MC4 from Staubli Backsheet Multilayer,integrated insulation film and electrically conductive backsheet,superior hydrolysis and UV resistance,fluorine- free PV backsheet Frame Anodized Aluminum(Black) Bypass diodes 3 diodes-30SQ045T(45V max DC blocking voltage,30A max forward rectified current) Junction Box UL 3730 Certified,IEC 62790 Certified,IP67 rated TEMPERATURE RATINGS WARRANTIES Temperature Coefficient Isc +0.046%/°C Module product workmanship warranty 25 years" Temperature Coefficient Voc -0.279%/°C Linear power performance guarantee 30 years Temperature Coefficient Pmax I -0.377%/°C >_97.1%end 1st yr 2 91.616 end 12th yr NOCT(±2°C) 43.5°C >_85.1%end 25th yr Operating temperature 40/+85°C >_82.6%end 30thyr CERTIFICATIONS SHIPPING SPECS UL 61215-1:2017 Ed.1,UL 61215-2:2017 Ed.1,UL 61730-1:2017 Ed.1,UL 61730-2:2017 Ed.1, Modules Per Pallet 1 27 or 27(California) Product CSA C22.2#61730-1:2019 Ed.2,CSA C22.2#61730-22019 Ed.2,IEC 61215-1:2016 Ed.1,IEC 61215-2:2016 Ed.1,IEC 61730-1:2016 Ed.2,IEC 61730-2:2016 Ed.2,IEC 61701:2020(Salt Mist Pallets Per Truck i 31 or 30(California) Corrosion),IEC 62716:2013(Ammonia Corrosion),CEC Listing,UL Fire Rating:Type 1 I _.... .... Factory 1509001:2015 Modules Per Truck 837 or 810(California) A Warning.Read the Safety and Installation Manual for mounting specifications and before handling,installing and operating modules. ** 12 year extendable to 25 years subject to registration and conditions outlined under"Warranty"at silfabsolar.com PAN files generated from 3rd party performance data are available for download at:silfabsolar.com/downloads I Ii 73.4"[1864mm] J_v E t 'cii 13.1"[332mm] 47.2"[1200mm] 13.1"[332mm] f \ •• 410 ,c_____ SILFAB SOLAR INC. ounting Hole(x4) 0.5" 800 Cornwall Ave [12mmj Bellingham WA 98225 USA T+1360.569.4733 T. info@sitfabsolar.com w SILFABSOLAR.COM 47.25" Y [1200mm] o T. E E 1770 Port Drive u r Cable Length -•fo E E W m •o �„ o u o o Burlington WA 98233 USA °L 7 T+1360.569.4733 1.4"[35mmj m 00 240 Courtneypark Drive East E= Mississauga ON L5T 2Y3 Canada A I (1.--/ N Ea T+1905.255.2501 w 5 F+1905.696.0267 cn 3 0.06" -0 Silfab-SIL-410-BG-20221101 ! [1.5mm] No reproduction of any kind is allowed without , ,flrainage Hole(x8) �' i• , permission.Data and information is subject to modifications t notice.D fab Solar Inc., ./ " . 2022Silfab Solar'sua registered tlrademark of _...I I 2"[60mm] 8"[200mm] I SilfabSolarinc. Data Sheet Enphase Microinverters Region:AMERICAS Enphase The high-powered smart grid-ready Enphase IQ 7 Micron" and Enphase IQ 7+ Micro1M • IQ 7 and IQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. Microinverters Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy1M, Enphase IQ Battery1M, and the Enphase EnlightenTM monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved,lighter two-wire cabling • Built-in rapid shutdown compliant(NEC 2014&2017) Productive and Reliable ` • Optimized for high powered 60-cell and 72-cell*modules immus • More than a million hours of testing • Class II double-insulated enclosure • UL listed e ENPHASE.i '® IQ7 rtizmAMBOr Smart Grid Ready • Complies with advanced grid support,voltage and t r frequency ride-through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) (ra *The IQ 7+Micro is required to support 72-cell modules. CERTIFIED SAFETY US-CA E341165 =� ENPHASE:. To learn more about Enphase offerings,visit enphase.com ♦F/ Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IQ7-60-2-US IQ7PLUS-72-2-US Commonly used module pairings' 235 W-350 W+ 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-48 V 16 V-60 V Min/Max start voltage 22 V/48 V 22 V/60 V • Max DC short circuit current(module Isc) 15 A 15 A Overvoltage class DC port II II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+Microinverter Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range2 240 V/ 208 V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(L-L)branch circuit3 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0.85 leading...0.85 lagging 0.85 leading...0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency 97.6% 97.6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -40°C to+65°C Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q-DCC-5 adapter) Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 Ibs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at https://enphase.com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com a EN PHAS E. ©2019 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase energy,Inc. 2019-3-26 Data Sheet Enphase Microinverters Region:AMERICAS Enphase The high-powered smart grid-ready Enphase IQ 7 Micro1M and Enphase IQ 7+ Micro"' • IQ 7 and IQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. Microinverters Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyTM, Enphase IQ BatteryTM, and the Enphase Enlighten'" monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved,lighter two-wire cabling • Built-in rapid shutdown compliant(NEC 2014&2017) 110 Productive and Reliable • Optimized for high powered 60-cell and 72-cell*modules immi5 • More than a million hours of testing \. _ • Class II double-insulated enclosure • UL listed OENPNASE Iy gym..'® IQ 7_ Smart Grid Ready i4 --' • Complies with advanced grid support,voltage and ®�r' frequency ride-through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) *The IQ 7+Micro is required to support 72-cell modules41). CERTIFIED SAFETY US CA E341165 ENPHASE:. To learn more about Enphase offerings,visit enphase.com ti.Fr Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IQ7-60-2-US IQ7PLUS-72-2-US Commonly used module pairings' 235 W-350 W+ 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-48 V 16 V-60 V Min/Max start voltage 22 V/48 V 22 V/60 V Max DC short circuit current(module Isc) 15 A 15 A Overvoltage class DC port II II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+Microinverter Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range2 240 V/ 208 V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(L-L)branch circuit3 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0.85 leading...0.85 lagging 0.85 leading...0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency 97.6% 97.6°i 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -40°C to+65°C Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q-DCC-5 adapter) Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 Ibs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at httos://enohase.com/en-us/su000rt/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com e EN P H AS E ©2019 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. 2019-3-26 28357 Industrial Blvd. I RON RI DGE Hayward, 94545 1-800-227-95231 Iron Ridge.com Attn: Corey Geiger, COO, IronRidge Inc. Date: July 13th, 2022 Re: Structural Certification and Span Tables for the IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The contents of the letter shall be read in its entirety before applying to any project design. The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic(PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof attachment with 3/8"stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX-0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the reference standards listed below,for the load conditions and configurations tabulated in the attached span tables. • ASCE/SEI 7-16 Minimum Design Loads for Buildings and Other Structures(ASCE 7-16) • 2018 International Building Code(IBC-2018) • 2019 Oregon Structural Specialty Code(OSSC-2019) • 2015 Aluminum Design Manual(ADM-2015) • Report SEAOC (Structural Engineer Association of California) PV2-2017 Wind Design for Solar Arrays The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones provided in ASCE 7-16 for gable & hip roof profiles, and roof slopes of 8° to 45°. The tabulated spans are applicable when the following conditions are met: 1. Span is the distance between two adjacent roof attachment points(measured at the center of the attachment fastener). 2. Each module shall be supported by 2 rails (2 rail system) or 3 rails (3 rail system). Spans are calculated based on 2 rail systems, and conservatively deemed acceptable for 3 rail systems. 3. The underlying roof slope, measured between the roof surface and horizontal plane, is 8°to 45°. 4. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 5. A clearance from the underside of the array to the roof surface of 2" minimum shall be provided and the height of the array, the distance from the module top surface to the roof surface (defined as h2), shall not exceed 10". 6. Module length and area shall not exceed the maximum values listed on the respective span tables. 7. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount Installation Manual and other applicable standards for the general roof construction practice. ©2022 IronRidge, Inc. OR Flush Mount System Certification Letter-1 28357 Industrial Blvd. Hayward, CA 94545 IRON RI DGE 1-800-227-9523 IronRidge.com The parameters and adjustments allowed in the span tables are defined as the following: 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-16 Table 1.5-1. 2. Wind speed shall conform to ASCE 7-16 Fig. 26.5-1 B(for Risk Category II)and applicable state&local county/city amendments to the IBC. No special wind topographic features are included and both topographic coefficient(Kit)and wind ground elevation factor(Ke)are taken as 1.0. 3. Snow load used in the span tables is the ground snow and shall conform to ASCE 7-16 Fig. 7.2-1 and applicable state&local county/city amendments to the IBC. If the local jurisdiction specified snow load is in the format of a flat roof snow, it shall first be converted to a ground snow following the local building code/ amendments before the application of the attached span tables. No special snow conditions are considered including unbalanced,drifting, sliding, retention,or ponding snow. No rain-on-snow surcharge load is considered. The span tables do not apply to buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: (a) For ground snow no greater than 42psf: SS <_2.0g for Site Class A, B, C, &D. (b) For ground snow greater than 65psf: SS 5 1.0g for Site Class A, B, C, &D. (c) For ground snow between 42 and 65psf: SS <_ 1.5g for Site Class A, B, C, & D. 5. Roof zones are defined by ASCE 7-16 Figure 30.3-2A to Figure 30.3-21 and are organized into three groups in which the zones share the same External Pressure Coefficients (GCp). Roof zones comprising each group along with each roof zone's size and location are depicted in Figures 2 and 3 below each span table. 6. The maximum rail cantilever length, measured from the rail end to the nearest attachment point, shall be the lesser of the following two conditions:40%of the allowable span provided for the respective load &configuration condition from the span tables, or 36". 7. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 8. No splices are allowed in the rail cantilever. For each XR splice type install per the following requirements: a) XR Bonded Splice cannot be installed in the center 1/3 of interior spans, or the outer 2/3 of end spans. b) BOSS Splice can be installed at any location within a span. 9. Shaded cells of the span tables indicate conditions in which UFO Mid Clamp connection capacity is exceeded. If such conditions are encountered contact support@ironridge.com. ©2022 IronRidge,Inc. OR Flush Mount System Certification Letter-2 28357 Industrial Blvd. Hayward, CA 94545 fi IRON RIDGE 800-227-9523 IronRidge.com 10. Systems using CAMO module clamps shall be installed with the following guidance: a) For single module installations(orphan modules) using modules with a length greater than 67.5", CAMO clamps shall not be installed in regions that experience ground snow loads of 70psf and greater. Such scenarios are shown by asterisks in the applicable span tables. b) CAMO will function within a module's design load ratings. Be sure the specific module being used with CAMO meets the dimensional requirements shown in the figure below and that the module selected is suitable for the environmental conditions of a particular project. Module Glass/Cells Frame Compatibility: X=1.2-2.2mm Y=15-40mm Y E—X —r Figure 1:CAMO Module Frame Dimensional Requirements Span values for Exposed and Edge module conditions, as defined below, are included in the attached span tables and shall be used when each condition exists. The maximum allowable span for Exposed or Edge modules shall be the lesser of the following two: (1)The span value for the Exposed or Edge module condition; (2)The span value determined by site wind speed and ground snow load.Additionally, irrespective of the lesser span,the shaded cells for the Exposed and Edge module conditions which reflect the UFO clamp usage limitation detailed in note 9 of page 2 shall apply to the respective condition. 1. Exposed Module conditions: A module is defined as Exposed(per Section 29.4.4 of ASCE 7-16) if the distance from any of its free edges (an edge with no connectivity to other modules)to its facing roof edge (such as eave, ridge, rake, or hip) is greater than 0.5h(h is ASCE defined building height)AND if the distance from its free edge to any other adjacent array or panel is greater than 4 feet. The allowable spans and cantilever shall only be applied to the portion of rail directly under Exposed Modules. 2. Edge Module conditions: A module is defined as an Edge Module when its distance from any side of the module to its facing perimeter roof edge(such as eave, ridge, rake, or hip) is less than 2 times the height of the array(2h2) where h2 is measured from the roof surface to the top surface of the module. The allowable spans and cantilever shall only be applied to the portion of rail directly under Edge Modules. Additionally, if the roof edge is the eave or ridge, only the rail nearest to that roof edge shall be considered for this span adjustment. ©2022 IronRidge,Inc. OR Flush Mount System Certification Letter-3 28357 Industrial Blvd. Hayward, CA 94545 IRON RIDGE 1-800-227-9523 Iron Ridge.corn The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. This letter certifies the IronRidge products referenced within this document and provides no determination of the project specific conditions including site loads, building profile, & roof zones,which remain the responsibility of the installer or system designer. EFq �� s�o Digitally signed Sincerely, 91200PE 9� by Gang Xuan tt,OREGO t, Date: 2022.07.14 �.��G),3P\'‘ 14:02:51 -07'00' Gang Xuan, PE EXPIRES: 06/3012024. Senior Structural Engineer ©2022 IronRidge,Inc. OR Flush Mount System Certification Letter-4 Rail Gable Roof Flush Mount System Span Table(inches) Portrait or Landscape Installation XR10b��` Max Module Length.675",Max Module SF:21 SF Exposure B Weed 1n RootMom Ground om 0psf 10 psf 20 psf I 30 psf 40psf SO psf 60 psf 70 psf 80 psf 90 psi 100 psi 110 psf 120 psf Exposed Mod. Edge Mod. Spd Bb • (mPM1l ldeG) "vzGrouvzcwv3 cro. i, uvn crouvz O.a.vz crouesc v mu reuvs vx v vs vz o •vz cnueac un�crounzcrouns crowsc Danz croups cwvscaavzcmuvs ciouez crouvz crouvscmuvz crouvz v ro uPz v re�vz vi v v vz ra.v3 90 8-20 130 1. 130 110 110 110 92 92 92 sc 91 sc�991.91ac 82 c.e9E 8823c 14 70 pi 74 68 ' 8 8 M 8 8 60 60 60 57 57 57_ 54 54 54 51 51 51 sc49 49 49130 124 113 112 96 84 131 131 131 105 105 105 89 89 89 87 87 87 81 81 76 6_ 72 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 132 132 126 101 96 mph 2 5 NB 128 128 103 103 103 88 88 88 87 87 87 80 75 75 M M_60 64 M 61 61 61 58 58 58 55 55 55 S3 53 53 128 123 107 97 95 8.20 130 130 130 110 110 110 92 92 92_91 91 91 82 82 82 68 68 `60 60 57 57 57 54 54 54 51 51 51 49 49 130 117 I. 101 88 80 h▪ 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 7265 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 132 125 119116 96 90 m p 28.45 128 128 128 103 87 87_80 MI BO 75 75 75 72 72 72 68 68 M M 64 M 61 61 63 58 58 58 55 55` 55 53 53 53 128 128 117 112 102 92 19, 8-20 130 130 126 110 110 110 92 92 92 91 91 91 82 82 82 74 79 74 68 68 68 64 64 64_60 60 60 57 57 57 54 54 54 51 51 53 09 49 49 130 109 97 97 83 75 21-27 131 131 131 105 105 105 8989 89 87 87 87 81 81 B1 76 76 76 72 72 72 65 65 65 61 6 61 58 58 58 55 55 55 52 52 52 50 50 50 132 119 111 109 90 80 mph 28.45 128 128 128 103 103 103 88 88 88 87 87 87 64 75 75 75 72 72 72 68 M M M 64 64 61 bl bl 58 M M 55 55 55 53 53 53 128 18 111 106 87 105 a-20 130 129 Ill 130_310 110 92 92 92 91 91 80 82 68 68 68 64 645 60 60 60 6 7 57 57 54 54 54 51 51 51 49 49 126 103 91 8 72 m h 31-2] 131 131 129 105_]OS 105 89 89 89 87 8] 7 81 81 81 ]6 ]6 76 72 )2 )2 65 65 65 61 61 6] 58 58 58 55 55 55 52 52 52 50_ 50 50 132 112 104 304 86 ]9 '- 28-45 128 128 103 8] e7 80 80 80 75 75 75 72 7t 68 68 63 55 55 55 53 53 53 328 118 105 301 92 83 110 e-20 131 129 126 105 105 105 92 92 82 74 74 68 fib 68 64 64 64 61 60 60 M M 57 54 54 54 51 51 SI 49_49 129 0 B6 71 67 m h 2845 128 128 126 103 103 103 89 89 89 87 87 8] 81 81 76 76 76 72 72 72 65 65 65 61 61 64 se 68 58 55 55 55 52 52 52 50 50 50 123 112 98 99 81 75 p 128 124 ]03 303 103 88 BB BB 8) 8) 8) >5 66 64 64 64 b] bl 6t 58 58 58 55 55 55 53 53 53 123 112 100 115 2 5 130 105 110 110 105 92 92 92 91 91 91 82 82 74 66 68 57 57 57 54 54 54 51 51 51 49 49 49 112 91 80 82 64 m h 21.27 131 127 119 105 105 105 89 89 89 87 87 87 81 81 76 6 76 72 72 72 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 I. 100 92 96 77 72 p 28-45 128 128 115 103 103 103 BO 75 75 75 72 72 72 68 68 68 8 64 64 55 53 53 53 ID 107 96 92 84 75 12f1 8-20 130 111 99 110 110 99 92 92 92 91 91 91 82 68 68 49 60 57 57 57 54 50 54 51 51 51 49 49 77 79 67 61 h▪ 21-27 131 IN 113 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 7722 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 118 96 87 90 74 69 m p 28-45 128 126 113 103 103 103 88 88 88 87 87' 87 80 80 80 75 )5 75 72 72 72 60 68 68 64 64 64 61 58 8 58 55 55 55 53 53 53 113 102 90 88 80 72 130 a-20 125 100 69 110 100 89 92 _ 42 82 82 ]4 )4 68 667 68 64 64 64 696 60 60 57 59 5) 54 54 54 - 92 P 64 52 m h 21-27 1316 109 101 ]05 1065 101 89 89 89 87 87_'68 97 B1 81 B1 ]6 76 76 72 )2 )2 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 107 85 8 83 67 64 p 126 103 103 103 88 BB 87 8] 87 80 80 75 M 64 64 61 61 61 58 58 58 55 55 55 53 53 53 103 93 82 80 74 M 140 8-20 111 91 81 110 ' 81 81-82 82 81 74 74_ 74 68 M 68 64 M M 60 57 57 57_ 54 54 54 51 51 51 49 49 83 72 M 68 59 43 m h 21-27 124 99 92 105 99 92 89 89 89 87 87 87 81 81 81 76 76 76 7E 72 72 65 65 65 61 61 58 8 58 55 55 SS 52 52 52 SO 50 50 97 78 72 77 M 56 p 103 103 96 88 88 88_87 87 87 75 64 64 61 61 61 5B 58 58 55 55 55 53 53 53 75 74 69 61 150 2 99 83 92 83 91 83_ 74 82 82 74 74 57 57 54 54 54 51 51 51 49 49 49 77 64 53 64 mDh 21.27 114 91 84 105 91 84 89 89 84 87 87 84 81 76 76 76 02 7722 72 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 90 72 65 72 57 48 E8-45 1. 99 07 103 99 87 88 75 75 75 72 72 72 68 68 68 64 64 64 61 61 61 58 58 58 55 55 55 53 87 79 69 69 M 57 160 60 88 76 68 88 76 68 88 76_68 76 64' 60 60 57 57 57 54 54 54 51 51 51 49 49 49 72 m h 2 0 88 76 105 84 '77 89 84 77 87 84 77 81 81 60 76 6 74 72 72 72 65 65 65 61 61 61 58 58 58_ 55 55 55 52 52 52 50 50 50 83 65 60 68 48 39 p 28-05 101 92 101 el 80 80 BD 75 75 75 72 72 72 68 68 68 64 64 61 61 55 55 53 53 53 80 73 64 M 60 18 170 8-20 82 72 647 82 72 61 72 64 647 82 27 64 74 72 61 68 667 64 64 64 646 60 60 60 57 57 SI 1 51 51 19 49 66 48 37 52 m h 21-27 98 78 72 98 78 72 89 78 7L 87 72 81 ]8 72 76 76 72 72_ 72 69 65 M 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 78 61 48 64 42 p 96 J6 96 86 76 88 86 )6 87 )6 72 I2 R 68 bB 6B 60 64 69 61 61 bl 58 58 58 55 55 55 53 53 53 74 68 AAGO 60 54 41 mm 175 8-20 68 68 68 60 80 68 60 80 88 60 74 68 M 61 57 57 57 54 54 54 51 51 51 19 19 49 64 2 %Ib a 49 2 27'.,. m h 21.27 93 75 68 93 75 ' 68 68 87 75 fib '81 75 68 76 65 M 72 62 68 65 65 65 61 61 61 58 58 58 ' 55 55 55 52 52 52 50 ' 50 50 75 M 43 64 39 ,90:; p 2845 91 83 73 91 83 73 88 83 73 73 80 80 73 75 75 73 72 72 72 68 68 6B 64 64 64 61 61 61 58 58 56 55 55 55 53 53 53 72 65 57 58 50 39 190 8-20 77 65 57 77 s 65 57 57 57 77 65 57 74 65 57 68 65 57 64 64 57 60 60 57 57 57 56 54 S4 S4 53 53 51 49 49 49 M 40 '" 48 m h 2127 90 72 66 90 72 66 89 62 66 e] 62 66 81 72 66 76 73 66 72 72 66 65 65 65 61 61 61 58 58 58 55 5S SS 52 52 52 50 50 50 73 53 40 60 37 , _ p 28 2 72 88 80 R 87 00 72 80 80 72 75 75 72 72 72 72 68 68 67 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 69 64 52 54 08 n N.span 7 = =m�- - REV 02/09/2021 3 NEN=SMaded cells indicate conditionsn which UFOMid Clamp connection capacity is exceeded,See NoM9 on page Nor details. ..rt.-„tr...,..1.91._ Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) Q;1a ;4csi 6 Si a=10%of least horizontal dimension or 0,4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0,9 Roof $' ' I In).If an overhang exists,the edge distance shall be measured from Slope -27" 2a°-45° bl the outside edge of the overhang.The horizontal dimensions used Group Group Group Group Group Group O ®et O MI1 to compute the edge distance shall not include any overhang Ell1 2 3 1 2 3 distances. ASCE 1 2n 3r 1 2e 3e I g I B=Horizontal dimension of building measured normal to wind 7-16 2e 2 2c 3 ELEVATION direCtiOn,in ft(my Root Zones 3e 2r _4i-''66 * ® h=Mean roof height,in ft(m). Figure 2.ASCE Roof zone Locations rm Gable P001s a=Angle of plane of roof from horizontal,in degrees. Rail:::' Gable Roof Flush Mount System Span Table(inches)-Portrait or Landscape installation Max Module Length:67.5",Max Module SF:21 SF XR100 Exposure C W ied Roar 6mund Snow:O psf 10 psf 20 psi 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 psf 110 psf 120 psf Exposed Mod. Edge Mod. lens)Bbpe ImP6I IdeGI °uvsc"vi p7 ro"vt Avi "ps r0cvt cra"vac v c v4 vx re"vz v recvx traces crwvzc v rocpz crocpz crocus crwvxc v p ro"vx crocvz crccvs crwvz vi v re•vz cm"vxc v vxco✓vxcuvs po"Psc o"vx cr"vz�o.vsc wvx o"v> owvx mcvx uv 90 8-20 110 128 118 110 110 110 92 92 92 91 91 91 82 82 82 71 68 66 68 64 64 64 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 12S 100 90 90 77 72 mph h 21-27 131 131 1231 105 105 105 89 89 89 87 87 87 e1 76 72 65 65 65 58 8 8 55 55 55 52 52 52 50 50 50 132 110 103 103 84 73 p 2820 130 128 128 303 103 103 88 88 88 8) 87 87 80 68 61 61 8 58 58 55 55 55 53 53 53 128 1.16 103 99 91 82 95 a-20 13O 122 l09 310 130 309 92 92 93 91_91 91 82 ] ]4 ] 64 64 64 60 60 60 51 51 51 49 19 11) 84 66 m- h 21-27 131 131 1252 12053 12052 12052 89 89 89 97 97 87 81 61 81 76 76 ]6 722. 62 62 65 6S 65 61 61 61 8 8 8 55 55 55 52 52 52 50 50 50 128 103 % 97 ]9 >4 p e20 128 128 102 110 110 102 BB BB 8 87 87 87 80 80 80 75 75 75 72 72 22 72 22 68 64 64 64 61 61 61 8 58 58 55 55 55 53 23 53 122 109 9] 96 B6 )7 1W a 130 114 302 130 110 302 92 92 91 91 74 74 74 8 8 8 64 64 60 IA 57 57 51 51 51 49 49 307 87 64 m h 2 20 1233 1224 117 305 12053 12053 89 89 89 8] 8] 87 81 81 81 76 76 76 72 72 72 65 65 65 61 6611 61 8 8 8 55 55 55 52 52 52 50 50 50 120 78 842 75 72 0 69 p 2845 128 128 115 ]03 303 303 88 88 8 8) 8) 87 80 BO 80 75 75 ]2 64 64 64 61 61 61 8 58 58 55 55 55 53 53 53 1.15 103 92 89 82 73 75 ]2 R e 8 e 105 8-30 130 1% % 130 lOB 96 92 92 92 91 91 91 82 92 83 )4 74 ]4 68_._6B 8 64 64 64 60 60 60 57 57 57 54 54 54 Si Si Si 49 49 49 82 73 76 65 58 m h 212] 131 117-309 105 I05 2O5 89 89 89 87 87 87 81 81 81 76 6 6 ]2 ]2 ]2 65 65 65 61 61 61 8 8 8 55 55 55 52 52 52 50 50 50 113 90 83 87 72 66 p 125 I0E 8> e) 60 80 75 75 75 72 72 72 69 68 8 64 64 64 61 61 61 8 58 R 28�45 309 103 103 103 88 BB 8 e] 80 58 55 55 55 53 53 53 309 98 e] 84 ]e 110 8--2 131 110 % 105 105 0 92 92 8O 91 91 87 82 82 82 ]6 76 76 8 8 8 64 64 64 60 60 60 58 57 57 54 54 54 51 51 51 49 49 49 0 77 8 73 64 52 OSPl4 21-4S 128 116 104 103 103 103 89 89 89 87 87 8] 81 81 76 76 76 72 73 2 65 65 65 64 64 64 8 8 8 55 55 55 52 52 52 50 50 50 103 85_78 83 67 60 5 128 116 87 87 e) JS 75 75 72 73 72 8 fib 8 fi4 64 64 61 61 61 58 58 58 55 55 55 74 115 2 118 96 8C4 843 B2 92 84 91 93 84 82 82 82 74 74 4 8 68 68 64 64 64 60 60 60 57 57 57 54 54 SC 51 51 51 49 49 49 73 65 S8 45 mph 21 20 129 l00 94 105 104 96 89 89 87 87 87 81 81 76 76 76 72 71 72 65 65 65 61 61 61 8 58 58 55 55 55 52 52 52 50 8 50 64 59 E615 334 111 99 103 103 88 >5 75 72 72 68 68 8 64 64 61 55 55 53 53 97 88 78 77 72 1M a 111 % 80 92 90 80 91 90 80 82 82 80 74 74 0 68 68 68 64 64 64 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 69 6 67 52 44 m h 21.27 123 99 91 105 99 91 89 89 89 87 87 87 81 81 81 76 76 76 72 72 72 65 65 65 61 61 61 8 8 8 55 SS 55 52 52 S2 SO SO 50 % 76 72 76 61 53 p 28-45 118 106 96 103 103 96 88 88 8 8) 87 87 80 80 75 75 68 64 61 61 61 58 8 58 55 55 55 53 53 53 92 84 74 73 67 60 770 8-20 97 80 72 97 80 72 92 80 72 91 80 72 82 72 74 68 64 64 64 SJ 57 51 51 51 49 49 35 m h 23-27 1212 89 81 105 B9 82 89 89 81 87 87 83 81 81 81 76 J6 ]6 62 2 62 65 65 6f 61 61 61 8 8 58 55 55 55 52 53 52 50 50 50 87 69 64 7722 53 p 5 1% 103 86 86 80 BO 80 75 75 75 )2 72 72 68 68 64 64 64 61 61 61 58 8 8 M SS 55 53 53 >) b) 67 64 ]b 8--2 86 73 65 0 73 65 86 73 65 86 73 65 82 73 65 73 57 57 57 54 54 54 51 52 51 49 49 49 8 52 39 55 30 mph 21�2) 102 74 302 el 74 89 )4 87 81 74 81 81 )I 76 76 ]4 22 28 22 65 65 65 60 60 61 8 8 SB 55 55 SS 52 52 52 8 8 50 80 ba 53 66 8.45 99 89 78 99 89 78 88 88 78 87 87 78 80 80 78 75 75 75 72 72 72 68 68 68 64 64 64 61 61 61 58 58 56 S5 55 SS 53 53 53 77 72 61 64 57 44 150 8-20 80 67 60 80 67 60 80 67 60 80 67 60 80 67 60 74 67 60 68 67 60 64 64 60 60 60 60 57 57 57 54 54 49 49 64 41 34 48 32 26 21-27 96 74 67 96 74 67 67 87 74 67 81 74 67 76 74 67 72 72 67 65 65 65 61 61 61 8 58 58 5S SS 55 52 52 52 b 50 50 74 56 41 61 38 30 mph 2 91 82 72 91 82 7268 68 68 64 64 64 61 61 58 58 58 55 55 55 53 33 53 72 64 54 57 49 32 1fi0 8-20 74 61 48 74 61 48 74 61 48 874 61 68 48 64 l 48 s 54 49 49 30 28 24 21-27 86 68 64 86 68 64 86 68 M 68 M 81 68 64 76 8 64 72 68 64 65 62 64 61 61 61 58 58 8 55 55 55 52 52 50 50 69 33 24 MP" 28045 83 76 67 83 76 67 83 76 67 83 76 67 80 76 67 75 75 67 72 72 67 67 67 67 M M 64 61 61 61 58 8 8 55 53 53 65 60 40 48 42 32 1)n 8-20 69 53 69 69 53 40 69 53 40 69 53 40 69 5357 53 40 54 53 40 51 51 4 4 49 40 50 32 26 24 20 m h 2 M 56 64 56 64 56 81 M 56 76 M 56 22 M 56 65 64 40 61 61 56 58 58 56 55 55 55 52 52 52 50 S0 50 M 30 29 20 p 72 64 78 72 64 78 72 64 78 72 M 78 72 64 73 72 M 69 69 M 8 66 M M M 64 60 60 60 58 8 58 55 55 55 53 53 53 60 52 37 41 37 27 175 8-20 67 48 38 67 48 38 67 48 38 67 M 38 67 67 M 57 48 51 49 48 30 25 24 21-27 78 61 49 78 61 49 78 61 61 49 78 61 49 26 62 49 72 62 49 65 62 61 61 49 8 58 49 55 55 49 52 52 49 50 50 49 64 36 27 48 28 19 mph 2 8 60 75 68 60 72 8 M 8 8 60 65 65 64 M 60 60 60 60 57 57 57 55 55 55 53 53 53 58 35 25 180 bs 65 48 65 438 65 4336 65 43 Si 65 65 64 57 43 54 43 36 51 43 36 49 43 36 28 24 22 18 76 59 44 76 59 76 59 44 76 59 44 75 59 44 71 59 44 65 59 44 61 59 44 58 58 44 55 55 44 52 52 44 50 50 K 34 26 26 18 mph 28 ]2 72 8 68 2 6 58 72 66 58 72 66 58 68 66 58 64 M 58 M M 58 59 59 58 57 57 57 SS 55 55 53 53 53 52 43 32 33 24 0 min 727 span =min 64"span ] =mi 483 span PEP02/09R021 me.Shaded ulh indicate conditions in which UFO Mid Clamp connection rapacity is exceeded.See Rom9 on Pee t Mr detass. °I I-- --°1-- Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) $® ® :4;fD e ® a=10/of least horizontal dimension or 0.4h,whichever is smaller, 11 but not less than either 4%of least horizontal dimension or 3 ft(0.9 m).If an overhang exists,the edge distance shall be measured from • COGroup Group Group Group Group Group ES 0 e the outside edge of the overhang.The horizontal dimensions used 0 ES Mb 1 1 to compute the edge distance shall not include any overhang t 2 3 i 2 distances. ASCE t 2n ® I 2n 3e I B t B=Horizontal dimension of building measured normal to wind 7-16 2e 2r 2C 3r I' ELEVATION direction,in ft(m). Roof Zones 3e 2r 1.®:®..",g m:-o--® h=Mean roof height,in ft(m). Noon 2.ASCE Roof Zmro Lo0Oliwie fur Gable Roof, e=Angle of plane of roof from horizontal,in degrees. Rail Gable Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation 7(R100.' Max Module Length:67.5",Max Module SF:21 SF Exposure p Wind Roof Ground snow:0 psf 10 psf 20 psf 30 psi 00 psi 50 psi 60 psf 70 psi 80 psf 90 psf 100 psf 110 psf 120 psf Exposed Mod. Edge Mod. Speed Slope (mph)(tleg)ce"v1 c.e"pxc p pt px�ouv3 p re"vz v vl pi p pl v1 v cm,vlc px p .wptc p1 v vz pi v m„vt w7 p �avt 44 w mcvtcwe Neva coo, iwvzc wp3 e.oevl ciwpz crou w+vc n,wvz arwpac p .owx ccouv3 90 8-20 130 118 105 110 110 105 92 92 92 91 91 91 82 82 82 74 74 74 fig 68 fig M M M 60 60 M 57 57 57 54 SO 54 51 51 51 49 49 49 Ill 90 80 82 iii 72 M 21-27 331 128 120 305 3053 305 89 89 8] 87 e] 81 et 26 72 R 65 65 65 61 61 61 58 58 58 55 55 55 53 53 52 50 50 50 314 99 91 96 77 72 mph 2 5 128 128 103 103 8] 80 Bd >2 68 68 6a 61 58 58 58 55 55 55 53 53 53 118 306 % 91 83 >5 95 130 110 9] 130 9] 92 91 1 91 82 81 82 7/ ]4 se 68 68 64 64 64 60 s) 57 57 54 54 54 5] 51 51 49 49 49 301 84 74 77 66 60 mph 21 20 131 119 112 105 105 305 69 89 89 8] -e) 87 Bl 81 81 >6 )6 ]6 ]1 R R 65 65 65 6 6w1 61 58 58 58 55 55 55 52 52 52 50 50 50 115 92 85 88 72 6J 28-45 128 124 111 103 103 103 88 88 88 87 87 87 60 80 80 75 75 75 72 72 72 68 68 68 64 64 64 61 61 61 58 56 58 55 55 55 53 53 53 311 100 B8 86 79 72 100 8.20 126 103 91 110 103 91 92 92 91 91 91 91 82 82 62 74 74 74 68 68 60 57 57 57 54 54 54 51 51 sl 49 49 49 % 78 )2 74 64 53 "'Ph z12] 331 112 304 305 105 104 89 89 8] 8] 87 8] 81 81 76 76 ]b 72 ]2 72 65 65 60 6601 60 58 Se SB 55 55 55 52 52 52 50 50 50 108 86 J9 84 68 64 8�45 118 118 ]OS 103 88 e] e) e) 80 JS 15 )5 R R R 68 W 69 6a 61 61 61 58 58 58 55 55 55 53 53 53 ]00 96 83 83 75 67 Soy 8-20 120 96 86 110 96 86 92 92 86 91 91 86 82 82 82 74 74 74 68 68 68 M 64 M 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 87 73 65 72 59 48 n, 21-27 129 105 97 105 105 97 89 89 89 87 87 67 81 81 81 76 76 76 72 72 72 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 102 81 74 M 65 60 P 5 125 112 99 103 103 99 S8 88 88 87 87 87 80 80 80 75 75 75 72 72 72 68 68 68 64 M 64 61 61 61 58 58 58 55 55 55 53 53_53 99 89 78 7) 72 64 110 a 112 90 80 110 90 80 92 90 80 91 90 74 74 74 68 68 68 64 64 64 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 82 69 61 67 52 42 ii 21.27 124 99 92 105 99 92 89 89 89 87 87 87 81 81 81 76 76 76 72 72 72 65 65 65 61 61 61 58 58 58 S5 55 55 52 52 52 50 SO 50 96 77 72 77 61 54 'PP' 28 45 118 106 36 103 103 96 88 88 88 97 87 87 80 80 90 75 75 75 72 72 72 68 68 68 M M M 61 61 61 58 58 58 55 55 55 53 53 53 93 84 74 73 68 61 115 8-20 304 85 75 104 85 JS 92 85 75 91 85 75 82 81 75 74 74 )4 68 68 68 64 M 60 60 57 57 57 54 54 51 51 51 65 56 m h 212J 112 101 90 86 103 0 86 89 89 86 87 97 86 81 81 81 76 76 76 72 72 72 65 65 M M M M 68 68 68 55 55 55 52 52 52 50 50 50 91 72 66 63 58 48 P 28.45 301 61 61 61 SB 58 58 55 55 55 53 53 53 88 80 72 72 65 58 120 8-20 96 80 72 96 80 72 92 80 72 91 80 72 82 80 72 74 74 72 68 69 68 64 64 64 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 74 61 48 61 42 35 h 21 27 l 88 82 105 88 82 89 88 82 87 97 82 81 81 81 76 76 76 72 2 72 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 SO 50 87 69 64 72 53 43 m P 2845 107 96 85 103 96 85 88 88 85 87 87 85 80 80 80 75 75 75 72 72 72 68 69 68 M M 64 61 61 61 58 58 58 SS SS SS 53 53 53 63 76 67 66 64 52 8 130 20 85 72 64 85 72 64 85 72 64 85 72 64 82 72 64 74 72 64 68 68 64 64 64 64 60 60 60 57 57 57 54 54 54 51 51 53 49 49 49 68 49 39 54 36 30 21-27 100 80 73 100 80 73 89 80 73 87 80 73 81 80 73 76 76 73 72 72 72 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 79 66 52 65 mph 28.45 97 88 77 97 88 77 88 SS TI 87 87 77 80 80 TI 75 75 75 72 7E 72 68 GS 613 69 6,1 64 61 61 61 58 58 59 55 55 55 53 53 53 75 69 61 61 56 43 lb 8-20 79 66 57 79 66 57 79 fib 57 79 66 57 79 66 57 74 66 57 68 66 57 64 M 57 60 60 57 57 57 57 54 54 54 51 51 51 49 49 49 64 40 48 32 25 mph 2127 92 7 3 66 92 ]3 66 89 )3 fib 87 J3 66 el )3 66 J6 73 66 R ]2 66 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52_ 50 50_50 73 52 40 60 28 2815 ]2 88 80 ]2 88 80 ]2 8] 80 72 80 80 2 JS 75 ]2 J2 7E J2 67 67 6J 6a M W 61 bl 61 58 58 55 55 55 53 53 53 69 52 54 ]50 8-20 73 60 44 73 60 44 73 60 44 73 60 44 73 60 44 73 60 44 68 60 44 64 60 44 M 60 44 57 57 44 54 54 44 51 51 44 49 49 44 5 6 {'ja '; 40 27 22 'Ph 21-27 85 56 61 85 44 61 85 66 61 85 66 61 81 -66 61 76 66 61 7 2 66 61 65 65 61 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 6) 3 1 5 32 26 65 65 65 64 6a 61 bl bl 58 58 55 55 55 53 53 53 60 58 4] 30 160 8-20 67 48 38 67 48 38 67 48 38 67 48 38 67 48 38 67 48 38 67 68 64 48 38 60 48 38 57 48 38 54 48 38 51 48 38 49 48 38 48 a. 35 24 19 MP.h 21 27 79 61 50 79 61 50 79 61 50 79 61 50 79 72 61 65 61 50 61 50 58 58 50 55 55 50 52 52 50 50 50 50 64 37 =y 4 28 19 P 60 69 60 7575 69 q 75 69 60 75 68 68 60 65_ 64 57 57 55 SS SS 53 53 53 M 46 ® 39 35 26 170 2 41 44 'lio 54 1' 0 64 .2 34 S1 49 41 40 41 £a :21 17 MP" 21-27 74 54 40 6]44 54 40 74 54 40 74 54 40 74 63 54 65 54 6611 54 40 58 54 40 55 54 40 52 52 40 SO 50 40 59 4 -:25 17 28-45 72 64 53 72 64 Si 72 64 53 72 64 53 72 67 64 64 64 61 61 53 59 59 53 56 56 53 54 54 53 53 53 83 48 40 2 -- 22 175 6-70 61 38 32 61 38 Ae 61 38 • ✓y 61 a 61 32 32 61 38 32 32. 60 38Mill 57 a 54 38mu 51 8 ! 49 38 IM 38 �'$9 16 21-27 72 3 3 72 49 72 49 37 72 49 72 69 49 61 49 37 58 49 37 55 49 37 52 49 50 49 54 - ME *, 36 m h P 28-45 67 8 6] 8 67 64 ,4e� 67 64 48 67 48 48 48 48 60 48 58 58 48 56 56 48 54 54 48 52 52 48 43 38 :;q. 2D no 8-20 59 30:: 59 59 -la4. 59 te1 3 30 30 30 30 59 Min57 36Eni 54 36 51 36Ell 4 ,8i 36 , 15 h 21-27 69 44 35 69 35 55 69 45 69 35 69 66 61 44 35 58 44 35 55 44 35 52 44 35 50 35 51 p• MN m P 28-45 65 60 60 44 5 65 60 44 65 44 65 60 44 65 60 44 64 60 44 60 60 44 58 58 04 56 56 44 54 54 44 52 52 44 40 36 -min 72"span 44 65 an = o =m� a 8E602/M/2621 x. ®=shaded cells indicate condido44 in which LIFO!Ad[lamp conneteon capacity is esceeded.See Note an page 2 for details. „7total -.i°I Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) 6 t$ :C;G7-23,,,0 a=10%of least horizontal dimension or 0 4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 h(0.9 1 1111111111.11 ...1111111ak m).If an overhang exists,the edge distance shall be measured from the outside edge of the overhang.The horizontal dimensions used Group Group Group Group Group Group ® 0 ®O p to compute the edge distance shall not include any overhang 2 1 2 3 distances. ASCE 1 2n 3r 1 2n 3e 9 I B=Horizontal dimension of building measured normal to wind 7-16 2e 2r 2e 3• ++ ELEVATION direction,in ft(m). Roof a Zones 3e 2r _6`..6...66 (6 6h=Mean roof height,in ft(m). Figure 2.ASCE Faro Zone Locations for cams Roofs 6=Angle of plane of roof from horizontal,in degrees. • Rail,. Gable Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation XRltb: Max Module Length:80",Max Module SF:24 SF Exposure 8 Wind a S..G round S 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf' 80 psf' 90 psf' 100 psf' 110 psf' 120 psi' Exposed Mod. Edge Mod. Speed Slope (no)on.G.oupl Grwp2 croup]croupl ore.,0ropp8 Grouptp roup3 4r00p1Cra.pE Group3 Croup 2coup2 Group3 cr.picwpE coup 3coup I Coup 2 croup 3 croups Grouol Group p p p ouplcroup290,3 Gmupl croups croup 3 crwplcreopl p w rowtco83 .814.824wp.roup1Lroup 2 8mup3 90 8-20 123 123 123 102 102 102 86 86 86 84 84 84 75 75 68 58 58 58 c 55 c 55 c 55 3L 52 52 52 49 49 48 48 c 46 3c 45 Ic 45 45 c124 120 107 106 87 79 mph 21s2] 121 331 321 99 99 99 84 84 94 83 83 83 J6 )6 >6 69 69 9 64 64 64 59 59 59 56 56 % 53 53 53 SO 50 50 48 48 4H 90 : 48 121 121 121 113 96 88 % 98 % 83 83 83 B2 82 82 77 69 77 69 )6 )2 )2 )2 b) b) 6) 64 61 G 59 59 % 56 56 53 53 53 Sl 51 49 49 11) 1]) ]3) 110 99 % 95 8-20 323 123 102 102 102 86 75 75 M 58 58 SS SS 55 52 52 49 49 49 48 48 48 45 45 74 mph 2l 2> 117 121 111 99 99 99 84 M 83 83 83 7 6 7 6 7 6 69 69 69 64 64 64 59 59 59 56 56 56 53 53 53 50 50 50 68 68 18 68 48 320 113 10J 88 83 2Bd5 31J 1lJ 11J % % % 83 83 6] 64 58 51 59 59 59 562 56 53 53 53 51 51 49 49 13212.7 13 ei 81 12 >6 I6 ]6 R I2 >2 6] 6] 56 53 911] 110 300 96 85 1W a 123 123 122 102 102 102 86 86 86 84 84 84 75 75 75 68 68 68 64 Cl 64 58 55 55 55 52 52 52 49 49 45 45 124 103 92 92 )I J2 m h 21-2] 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69 69 69 61 64 64 59 59 59 56 56 56 53 53 53 50 SO SO 18 8 48 48 48 48 121 112 106 101 84 78 p 28-4S 117 117 117 98 98 98 83 83 B3 82 82 82 76 76 76 72 72 72 67 67 67 64 64 66 59 59 59 56 56 56 53 53 53 51 51 S1 10 5 8-20 123 123 114 102 102 102 86 86 86 84 84 84 75 75 )5 68 68 69 55 55 55 52 52 52 4B 48- 45 45 45 124 97 87 86 73 % h 21-2J 121 121 121 % 99 99 84 84 e4 83 83 83 ]6 ]6 ]6 69 69 69 64 64 6459 59 59 56 56 56 63 53 53 50 50 50 48 48 48 18 48 48 121 1% % 96 A ]4 m p 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 72 72 67 67 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 111 99 96 85 7) 110 8-20 323 120 10] 102 102 102 86 86 86 86 84 75 75 75 68 68 68 64 64 Cl 58 58 51 55 51 53 52 49 49 49 48 48 119 91 81 81 69 64 m h 21-2> 121 123 121 99 99 99 84 84 84 83 83 83 ]6 J6 J6 69 69 69 64 66 68 59 59 59 56 56 56 53 53 53 50 50 50 48 41 48 48 48 48 113 0 93 92 86 ]3 p 28J5 11) il) 33) 98 98 6] 64 M fib 59 59 59 56 56 53 53 53 51 51 51 19 49 11) 305 98 83 83 83 81 81 e2 J6 J6 J6 >2 R >3 Cl6) 56 49 96 % el A 115 a 323 113 301 39" 102 301 86 86 84 84 84 7 5 A JS 68 60 61 64 68 58 55 SS 55 52 52 52 49 109 86 ]6 ]6 % 59 mph 21-2) 117 121 I12 99 99 99 84 84 84 83 83 83 >6 >6 >6 69 69 69 64 64 64 59 59 59 56 56 56 53 53 53 5O 5O 5O 48 48 48 48 48 48 113 0 88 8> >1 6) 28�45 33) I1) 113 98 98 98 83 83 83 82 82 83 76 )6 76 72 71 R 67 67 67 64 Cl 59 59 % 56 56 53 53 51 51 51 49 49 49 133 100 89 BS 78 72 120 8-20 123 10) % 86 84 84 84 75 75 75 68 68 68 64 M 60 58 58 58 50 SS 52 52 52 49 49 49 48 >E 64 54 mph 21-27 121 11s 109 99 199 99 84 84 84 83 83 83 76 76 76 69 69 69 64 64 64 59 59 59' 56 56 % 53 53 53 So 50 50 48 48 48 48 48 48 111 89 83 84 69 54 28-45 117 117 106 54 98 98 83 83 83 82 82 82 76 76 76 72 72 72 67 67 67 64 61 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 308 96 85 81 74 67 .0 8-20 123 96 85 102 96 85 86 86 85 84 84 84 75 75 75 60 68 68 64 64 64 58 58 S8 55 SS 55 52 52 52 49 49 49 48 48 48 45 45 45 90 73 65 67 55 44 m h 23-2J :87 104 98 99 99 98 84 84 83 83 83 )6 )6 >6 69 69 69 66 66 64 59 59 59 56 56 56 53 53 53 50 50 50 68 68 48 48 48 48 38" 80 7 4 77 75 64 51 p 83 83 82 % J6 )6 )2 J2 J2 6J 6J 6J 54 51 61 59 % % 53 53 53 53 51 51 140 8-20 310 87 77 102 87 )) 86 86 )) 84 34 77 75 )S 68 58 55 55 55 Si Si 52 09 18 45 IS 78 % 59 M 45 36 m h 21-2) 118 96 18 99 96 88 84 638 84 83 83 83 J6 2 6 >6 69 69 69 61 64 64 59 59 59 56 56 5fi 53 53 53 50 5O 50 a8 18 48 48 4B 48 92 )3 6) )2 58 48 p S 313 l9 98 90 83 89 83 82 89 82 ]6 )6 J6 J2 J2 )8 00 6J 6J 54 54 56 so 52 53 53 53 51 51 69 150 8-20 98 A A A J1 86 A R A J2 >5 64 58 55 SS 55 52 so 52 19 48 M 48 45 IS 45 R 45 57 32: m h 21 08 64 64 9 9 56 56 56 53 53 53 50 50 48 48 48 98 48 6) 61 66 p 2865 305 59 59 56 5fi 56 53 51 51 49 65 M 96 83 98 96 83 83 83 83 82 82 83 )6 >6 ]6 >2 >2 >3 6] 6] 6) 66 64 60 59 53 53 53 49 49 82 >4 69 ae .0 8-20 88 72 65 >2 66 65 65 A 68 64 64 58 58 58 55 55 55 52 52 52 49 49 48 48 48 45 45 45 % 33 27 m h 21-27 1W 8O 7 4 99 80 7 6 84 80 7 4 83 80 ]4 7 6 7 6 64 69 69 69 64 64 64 59 59 59 56 56 s6 53 53 53 50 50 50 48 48 48 48 48 48 >e 66 60 64 41 33 ° 2-20 9J 8) J] 9J 8) )J 83 83 59 81 ]> J6 J6 >6 54 lob M 59 59 59 5fi 56 56 53 53 51 51 51 49 49 49 )6 69 60 59 54 1)0 a-20 80 6) 59 80 b] 59 b] 59 80 67 59 75 67 59 68 67 59 64 64 59 58 SB 58 55 55 55 52 53 51 49 19 49 64 40 32 m h 21-2] 93 7 4 68 93 J6 68 7 4 68 83 7 4 68 )6 J4 68 69 69 68 64 64 59 59 59 56 56 56 53 53 53 50 50 50 18 48 M 68 68 48 J2 55 35 p 28-45 % 81 J2 6) 61 61 64 59 59 59 56 56 56 53 51 51 51 49 49 49 ]2 W 45 3a % e] >2 83 el I2 82 61 >2 J6 >6 >2 >2 ]2 >1 6) 6) 53 53 Sa 59 1J5 8-20 ]] 64 55 77 64 55 » 64 55 JJ 64 55 )5 64 55 68 M 55 64 64 55 58 58 55 55 55 Ss 52 52 52 49 49 49 48 48 98 45 45 45 60 36 30 2 mph 2- >2 65 8D >2 65 86 ]2 65 83 ]2 65 ]6 ,2 65 69 69 65 64 64 64 59 59 59 56 56 56 53 53 53 50 50 50 41 11 3651 48 48 48 >2 69 3> 6 8-20 d) )8 69 8J JB 69 83 . 69 82 ]e 69 )6 6 69 72 R 69 66 66 % 54 sa 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 6) 64 48 49 12 leO a-20 73 48 64 48 3 66 OB 73 64 48 73 64 18 60 6a 48 W 64 48 58 58 55 55 52 52 48 09 49 48 48 48 18 45 57 28 39 2112] 64 69 61 4 69 64 83 697 M 86 69 64 697 69 64 64 66 66 59 59 56 S3 53 53 50 50 50 mph 28 6) 84 6) 83 ]6 6J 81 J6 6) )5 )5 6) )3 R 6) % 66 66 Cl 59 56 56 56 53 53 53 51 SS 51 49 49 49 65 59 Oa man 72"Span = 64. =min =Note.additional installation requirement for CAMO module clamp.See Note 10 on Page 3 for details. REV02/09/2021 =Shadod cells indicate condiuo sf in which UFOMid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. — -h I°,t°h--.` .- Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) fii ® 00, 0-.0 a=10%ot least horizontal dimension or0.4h,whichever issmaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 m).If an overhang exists,the edge distance shall be measured from 101 6I the outside edge of the overhang.The horizontal dimensions used 1 IGroup 0 o r�Qb o ® to compute the edge distance shall not include any overhang . 3 distances. ASCE ) 2n 3r I 2n 3e I g 1 B=Horizontal dimension of building measured normal to wind 7-16 2e 2r 2e 3r ELEVATION direction,in ft(m). Root Zones 3e 2r t 4§ 0 V6-6-"-6 h=Mean roof height,in ft(m). F,gure 2 ASCE roof zone L9o0Bone for Goble Pools 6=Angle of plane of roof from horizontal,in degrees. Rail: Gable Roof Flush Mount System Span Table(Inches)-Portrait or Landscape Installation XR100 Max Module Length:S0",Max Module SF:24SF Exposure C wind Roof Ground Snow:0 pot l0psf 20 psf 30 psf 40 psf 50psf 60 psf 70 pst' 80 psf' 90 psf' 100 psf' 110 psi' 120 pst' Exposed Mod. Edge Mod. Speed Slope lmpti)1deF)e.wpsc oepz c�wvl c�owz p w �eapr p opac oupz cro.pz c�oaps croapr crowx croavl c�oavr c�wezc p p p p3 p couple owa e�owze�o.pz troops crwp4 c�wex cowl p �oaoz p roav+ v p rowz p up aupz crwpzcmups crw muvz 0�wa 2 123 123 112 102 102 102_86 8484 75 75 75 68 68 64 61 58 55 55 52 52 52 a9 z c 49 cro49 3 c 48cr4 8 x 48 45 45 45 124 96]c 85 72 65 mph 210 121 121 121 99 99 99 84 84 84 63 63 83 76 76 76 69 69 69 64 64 64 59 59 9 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 103 97 96 78 73 28 45 117 117 117 98 98 96 B3 83 83 82 82 82 76 76 76 72 72 72 67 67 67 64 64 6a 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 lee 97 92 84 76 95 620 123 117 304 102 102 102 86 86 75 75 68 6B 68 64 64 58 58 SS 55 55 52 52 52 49 49 49 48 48 48 45 45 45 113 86 79 78 67 61 m h 21-27 lil 121 3194 99 99 99 84 84 M 83 83 83 J6 J6 69 697 697 9 64 64 64 9 59 59 56 56 56 53 53 53 9 50 So 48 48 US 8 48 48 320 97 90 90 7 9 69 p 5 11] 11] 114 98 98 98 83 83 83 72 ]2 71 6) 6) 6) 61 64 64 59 56 56 53 53 53 51 51 51 49 09_ 103 • ]2 300 8-20 123 109 97 102 97 86 86 86 84 84 84 75 68 68 68 64 64 64 58 58 58 55 55 55 52 49 48 48 45 45 45 105 83 73 73 64 56 m h z137 121 91197 110 99 99 99 84 84 84 83 83 83 J6 J6 7 6 69 69 69 64 64 64 59 59 59 56 56 56 53 53 53 50 50 SU 48 48 465 48 48 48 113 91 84 85_ ]2 6S p e-45 11) 11J 108 98 98 82 82 82 )b )6 ]6 R R 6) 67 64 fi1 59 59 59 56 56 56 53 53 53 51 51 51 303 9J 83 )6 68 SOS 102 91 86 86 86 JS 6B 68 fig 64 64 64 58 58 58 55 55 52 52 49 48 48 E5 45 45 96 ]7 69 J2 m h 1 ] 121 130 103 99 99 99 B4 e4 e4 83 83 83 )6 ]6 )6 69 69 69 6a 6a 64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 a9 4B 48 48 306 85 A e] 66 6l p 123 103 98 83 83 83 82 82 82 )b ,6 72 71 6] 6) 67 54 54 646 59 53 53 51 51 51 49 49 49 909 92 81 JB J2 65 110 8-20 123 96 85 102 85 86 65 84 84 84 75 75 68 64 64 64 58 58 58 55 55 55 52 52 52 48 48 45 45 90 )3 65 6) 55 mph h 21-2) 1217 10 , 98 69 99 98 84 84 84 83 83 83 J6 J6 J6 69 69 69 64 64 64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 101 eo 74 77 64 58 p 5 117 ]09 98 98 99 98 83 82 82 J6 )6 )6 )2 >2 J2 bJ 67 67 5a 59 59 59 56 56 56 53 53 53 51 51 51 87 75 69 61 115 8-20 116 102 90 90 86 86 80 84 JS 68 666 68 64 64 64 58 59 58 55 55 56 53 52 52 49 48' 48 45 45 45 69 61 64 m h 21.45 117 98 92 99 98 92 64 84 84 83 83 83 )6 ]6 ]6 69 69 69 64 64 64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 M 48 46 48 96 87 63 72 A 59 51 p 28�45 11J 92 98 91 B3 83 83 82 82 R ]2 ]2 b7 6) 67 64 6a 61 59 56 53 51 51 51 49 49 49 )3 l04 98 82 ]6 ]6 ]6 59 59 56 56 53 53 92 B3 72 66 SB ,,n 8-20 108 85 76 102 85 76 86 85 76 84 84 76 75 75 A 66 64 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 )] 65 56 63 h mp 21-27 116 93 67 99 93 87 84 84 84 83 83 83 76 76 76 69 69 69 64 64 6459 59 59 56 56 56 53 53 53 50 S0 So 48 48 48 48 N 48 90 72 66 72_ 55 45 28-45 112 99 68 98 98 88 82 82 82 76 76 76 72 72 67 67 64 N 59 59 59 56 56 56 53 53 53 51 51 51 49 88 A 69 68 64 55 230 a 76 68 96 76 68 86 76 68 84 76 68 75 75 68 68 68 68 64 64 64 58 58 58 55 55 5S 52 52 52 49 49 49 48 48 48 45 45 45 69 58 41 54 36 ::30'J h▪ 21-27 105 84 78 99 84 )e 64 e4 83 83 78 76 76 76 6969 69 64 64 6459 59 59 56 56 56 53 53 53 50 50 SO 48 46 48 48 48 4882 65 59 65 45 36 m p 28-45 102 91 80 97 91 80 63 83 BO 82 82 80 76 76 76 72 72 72 67 67 67 64 6a 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 140 8-20 84 69 69 64 84 69 64 84 69 64 75 69 64 68 68 64 64 64 58 58 58 55 S5 55 52 52 52 09 49 49 48 48 48 45 45 45 64 32 25 m h 271-275 96 76 J2 96 76 J2 84 ]6 ]2 83 )6 R 6 J2 69 69 69 54 54 54 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 74 59 p 93 83 74 J6 74 )2 72 72 67 67 51 59 59 59 56 56 56 53 53 53 51 51 51 49 66 150 8-20 74 64 53 61 51 71 64 Sl 68 61 51 64 61 51 58 SB Si 55 55 51 52 52 51 48 48 48 45 45 45 59 39 27 2E h 21-27 88 7E 64 88 72 ba 64 83 72 61 72 64 6969 6464 64 64 59 59 59 56 56 56 53 53 53 50 5050 48 48 N 48 48 46 69 32 24 m P 28-45 65 68 82 77 72 72 66 66 66 64 64 64 59 59 51 51 51 49 49 49 66 50 48 48 41 32 160 69 69 56 fig 69 56 68 56 64 55 52 52 40 49 48 30 15 35 21 19 m h 21 2J 81 65 59 83 65 59 65 59 el 65 59 ]6 65 59 69 65 59 :45 64 59 59 59 59 56 56 56 53 53 53 50 50 50 98 48 48 18 48 48 66 29 28 20 P 18-45 A 72 64 72 61 )9 )2 6a 69 69 65 65 61 fit 61 64 59 59 59 51 51 53 49 19 19 61 26 1. 8-20 64 45 34 64 45 34 64 45 34 64 45 34 64 45 34 64 55 45 34 52 45 34 49 45 34 48 45 34 45 45 34 42 27 22 32_21 17 h 21-27 75 59 59 48 75 59 48 75 59 5 59 48 69 59 48 6459 48 59 59 4856 56 48 53 53 48 50 50 48 4848 48 32 24 25 18 m p 66 66 58 J3 66 72 66 58 67 66 58 58 60 56 58 58 58 55 55 55 53 53 51 32 32 16 28�45 ]3 58 A 58 A 66 58 64 60 60 53 51 51 9 49 46 35 1J5 8-20 64 40 ''31,:' N 40 64 40 " 64 40 64 40 s t' 64 40 '$'_{64 40 58 40 MI 55 40 ® 52 ". 49 40 32 48 40 4 49 56 45 40 32 39 25 21 40 19 16 m h 21-45 A 56 41 A 56 41 A 56 41 73 56 41 A 56 41 69 56 64 56 SS 60 S6 41 56 56 41 53 53 41 48 41 48 48 24 21 16 4] 0 p 28-45 A 64 SS A 69 55 72 66 55 R sa 55 72 64 55 67 64 55 60 60 55 60 60 55 57 57 SS 55 55 55 53 53 51 9 49 29 33 29 23 8-30 60 36 56 51 4 49 40 180 ?, ;:'y 60 36 „ 60 51 37 60 36 72 y 5 60 51 37 60 36 58 36 37 55 36 37 52 36 „ 9 36 y.30,� 48 36 45 36 30. 36 24 20 28 38 15 mph 29 68 51 47 61 64 3J 72 51 J2 51 47 68 54 437 9 69 54 49 64 51 49 59 59 49 57 57 47 53 51 47 50 50 47 48 48 J 49 47 26 27 32 22 10 68 W 49 68 64 68 61 49 68 60 66 64 60 6a 49 59 59 49 57 57 49 55 55 49 52 52 49 51 51 49 49 49 49 an 36 27 32 28 20 -min 72.apan =min EA.span =m, =Note:additional installation requirement for CAMO module clamp.See Note 10 on Page 3for details. BEV02/09/2021 ®=...cells Meg..conditions in which UFO Mid Clamp connection capacity is acceded.See Note 9 on page 2 M details. a d a a Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) -'° rh, ®-.6.1.® �3-4 a m 10%of least horizontal dimension or 0.4h,whichever is smaller, } but not less than either 4%of least horizontal dimension or 3 ft(0.9 per m).if an overhang exists,the edge distance shall be measured from Slope - ` 28`-460 - the outside edge of the overhang.The horizontal dimensions used Group Group rrvut; Gro�o Gnoup Grou7> p ®ga 0 ® to compute the edge distance shall not include any overhang t 2 3 I 2 s distances. ASCE 1 ®®® 2„ Se ( ELEVATION a --- di e Horizontaldimension of building measured normal to wind R7-16 oof 2` 3' ELEELEVATIONI direction, ft in tt(m). Zones .� -e ee - e h=Mean roof height,in tt(m). F10ure 2 ASCE Roll Zone Locations fbr Gable Rods 8=Angle of plane of roof from horizontal,in degrees. Raiff Gable Roof Flush Mount System Span Table(inches) Portrait or Landscape Installation XRldf Max Module Length:90,Max Module SF:24 SF Exposure 0 Wind Roof round Snow:O pal 10 pot 20 psf 30 psf 4U psf 50psf 60 psf 70 psf' 80 psf' 90 psf' 100 psf' 110 psf' 120 psf' Exposed Mod. Edge Mod. Speed 00,4 +raw2 Groups crop1 cropz croups Group Group croup Group croup croups smup1 Group croup1 crop2 Group ro p110ro Impel Slope Oioup1 Group Groupravlc"vvz crovpa c"volt"vozc vvva c.vvvl vi w v v v Groupl Gm,c,vups Groupvpl cry vzc oust Wol Group bvp] 8-20 123 112 9 s c 10E 84 a84 o�84 a c••75 1 c.J5 z m75 a 69 M 68 6 M H 9 58 58 55 55 55 52 52 52 49 0 49 48 48 48 s c 45 45 c 45 10816 85 65 59 m h 21-27 121 120 114 99 992 99 84 84 64 83 83 83 76 76 76 69 69 69 64 W 64 59 59 59 56 56 56 53 9 53 50 50 50 48 48 48 48 48 48 116 93 e] 87 7E 66 p 5 117 117 III 98 98 98 83 83 83 82 82 82 76 76 76 72 72 72 67 67 67 61 64 64 59 59 59 56 56 56 53 53 51 51 51 • 49 49 112 99 88 85 77 69 95 8-30 123 104 92 303 302 92 86 86 86 84 84 04 J5 )5 )5 68 68 68 64 64 60 58 58 58 SS 55 55 52 52 52 49 19 19 48 48 4s 45 IS 45 98 79 72 73 61 51 m h 21-2] 121 113 306 99 99 99 84 84 84 83 83 83 76 76 76 9 69 69 W_ 64 64 59 59 59 56 56 56 53 53 53 50 50_ 50 48 48 48 48 48 48 108 8) 81 82 6J 64 p 2-20 123 97 105 98 98 98 83 83 63 82 8E 68 72 72 6) 67 67 M M 54 59 59 59 56 56 56 53 53 53 51 51 51 49 19 19 91 65 82 J6 ]6 ]6 96 83 80 ]3 io0 8-EO 323 9] B] 302 86 86 86 84 84 )5 )5 75 68 68 68 60 64 55 55 55 52 52 SE 49 49 49 08 08 48 OS 91 76 66 67 57 45 m h 11-27 121 3035 9 99 9 99 84 84 84 83 83 83 76 76 76 69 69 69 64 64 64 9 59 59 56 56 56 53 53 53 50 50_ 50 48 48 48 48 48 48 1.0E el )5 )> 64 59 p 13J 130 98 98 98 83 83 83 62 82 82 76 R 6) 67 6] 64 64 61 59 59 59 9 Sfi 5fi 53 53 53 5] 51 51 49 49 19 88 J8 76 69 64 105 8 05 117 91 81 1@ 91 81 86 86 81 84 84 el )5 )5 )5 68 68 68 64 fi4 64 58 58 58 55 55 55 52 52 52 49 19 49 48 48 48 45 45_ 45 64 69 64 M 49 40 m h 21-27 121 99 93 9 99 92 84 84 84 83 83 83 76 76 J6 69 69 69 64_ 64 64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 )6 J2 J4 60 52 p 5 117 105 93 98 98 93 83 83 83 82 83 82 J6 >2 R 6) 6] 6) 64 64 M 59 59 59 56 56 56 53 53 53 51 51 51 19 19 19 I10 8-20 109 85 76 16602 85 ]6 76 84 84 76 75 75 JS 68 68 68 64 64 55 55 SS 52 53 49 49 49 46_45_ » 65 56 61 44 35 ,,,,oh h 212) 116 96 BJ 96 e] 84 84 84 83 83 83 )b )6 )fi 69 69 69 M 64 64 9 59 9 56 56 56 53 53 53 9 50 50 48 48 48 46 48 48 91 >2 66 R 56 45 p 5 112 98 98 88 83 83 83 82 82 82 76 76 67 67 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 88 79 72 60 64 55 115 8-20 101 80 72 101 s0' ]2 86 80 2 ea 72 75 7S 72 68 68 68 64 64 66 58 58 9 55 55 55 52 53 52 49 49 49 48 48 45 35 45 >3 59 '.'; 77; mph 21 2J 106 a 99 96 82 84 84 83 83 81 82 76 76 76 69 69 667 67 64 59 59 69 59 59 59 53 53 53 50 50 50 58 41 49 49 4.4 83- 78 66 67 EB-45 306 96 83 82 76 76 )6 71 72 R 75 66 65 60 320 76 6) 76 67 86 76 67 84 76 6] 68 67 64 64 64 58 58 Ss 55 55 55 52 52 52 49 49 49 48 48 48_45 45 69 �9 79 mph 2l 405 101 90 80 80 84 84 70 83 83 80 76 76 76 79 79 79 64 67 67 59 59 59 59 59 56 56 56 56 50 50 53 51 58 48 49 48 49 71 72 61 64 28-05 ]O1 90 80 9667 82 80 76 76 76 R 6a 64 49 A 72 61 6a .0 8.20 83 68 60 83 68 60 83 68 60 83 68 60 75 68 60 68 68 60 64 64 60 58 58 9 55 55 55 52 52 52 49 49 49 48 48 48-• 45 64: 41 32 48 30 24 mph 21-27 96 76 69 96 76 6984 76 69 83_ 76 69 76 76 69 69 69 69 64 64 6459 59 59 56 56 56 3 53 53 So 50 50 48 8 48_ 48 74 58 29 28.45 92 83 73 92 83 73 83 83 73 82 82 73 76 76 73 >2 72 72 67 67 67 64 M 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 72 65 57 56 48 36 34U 820 73 64 48 60 73 64 48 73 64 48 6s M 55 55 48 52 52 48 49 49 48 45 45 45 57 28 26 E1 m h 21-27 86 69 64 86 69 64 84 69 64 83_ 69 69 76 69 61 69 69 M 64 64 H 59_ 59 59 56 56 56 53 53 53 SO 50 50 48 48 48 48 18 48 68 32 24 p 26.45 84 76 66 84 76 66 83 76 66 81 72 72 66 66 66 66 fi4 64 M 59 59 9 56 56 56 53 53 53 51 51 51 49 19 65 30 250 8-20 67 52 37 67 52 37 67 52 37 67 52 37 67 52 37 67 52 52 37 58 52 37 55 52 37 52 52 37 49 49 37 48 48 37 45 45 37 48 29 24 34 EE 19 mi...21-27 79 6456 56 6456 69 64 27 27 19 28-4561 72 _ _ E5 7 72 61 ]7 72 61 77 ]2 61 ]I R I3 61 68 61 65 65 61 61 61 1 58 58 56 56 6 51 34 38 34 6 585 960 8-2 0 C. '*'d:l` 64 Li M 41 64 41 64 41 :., 64 `.. i* 6l 41 EN 58' 41 1111 55 41 52 41 49 41 5=:92'. 48 41 3T.'., 61 40 26 21 30 20 16 2 24 40 24 16 mph 73 58 42 73 58 42 73 S8 42 69 58 54 28-45 72 65 56 72 65 56 2 65 56 72 65 56 72 65' 56 67 65 56 64 64 56 60 60 56 57 57 56 55 55 55 53 53 • 49 51 0 30 33 30 22 170 8.20 58 34 1479 58 34 EMI 58 34 11 1 - 58 34 Ilig 58 30 IL 58 34 WIP,3 58 34 11.1 .i. 34 Egg55 34 y.la 52 34 1111 49 28 28 34- 24 19 26 17 14 66 OS 34 68 45 68 68 45 68 45 34 68 45 63 45 59 45 34 56 53 45 34 50 37 20 35 21 14 mph 28-45 fib 60 45 66 60 66 66• 60 66 60 45 65 60 60 9 5 6 5 54 54 2 52 45 50 50 45 49 49 45 40 34 26 29 26 19 45 6O 45 45 5 9 4 ® 45 45 64 5 s OS 5 m21.45 66 41 fib 41 B4,, 41 66 41 66 41 / 66 41 61. 41III 59 41 56 51 4 53 41III 50 5 32 0 s0 32 8 4 31 3 26 18 33 20 13 _28-05 64 58 41 61 58 &4:. 58 60 58 41 fi0 58 41 64 56 43 61 9 9 9 6 L 50 Si4 1 33 24 27 25 IJ Il 41 41 11 01 6 41 Ol 2 s 1 4 e 4 6 100 3] ® 64.: 3J ®..64 I 3] 64'37 M 3] ..61 37 III id. 3J ® 59 37 56 3) 53 1 37 ® SD 3> ..w. 48 37 29 48 37 I 29 43 24 1J 21-27 69 319 13 2 mph 28415 61 55 37 61 55 37 61 SS 37 61 55 37 61 55 37 61 55 37 60 55 37 58 55 37 55 55 37 53 53 37 51 51 37 49 49 37 48 48 32 34 30 22 26 24 16 -min 725 span 5 = in 64"span =men =Note.additional installation p Se n requirement for CAMO module clamp. Note 100 g for devils. REV 02/09/2021 Shad...Shad...indicate conditions in which UFO Mid Clamp connection capacity is exceeded.See Note 9 or page 2 for details. -.11.- 16f6i I°I Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) ,,63, 6 G 6 8 e a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 Roof In).If an overhang exists,the edge distance shall be measured from Slope a 27° 4. �I1' di the outside edge of the overhang.The horizontal dimensions used er e 0 e e 0 e MII compute the edge distance shall not include any overhang 121 I ! distances. B=Horizontal dimension of buildingmeasured normal to wind 7-16 V. ELEVATION _I direction,in ft(m). ASCE _l�. ®®®®® + e ® 6-6 e 1,5 h=Mean roof height,in ft(m). Figural.ASCE Root Zone Locations lm Gable Roofs a=Angle of plane of roof from horizontal,in degrees. Rail`s Gable Roof Flush Mount System Span Table(Inches)-Portrait or Landscape Installation XR100- "Max Module Length:86",Max Module SF:24.5 SF Exposure 8 Wind goof Ground Snow:0 psf 10 psf 20 psf 30 psf 10 psf 50 psf 60 psf 70 psf' 80 psf' 90 psf' 100 psi' 110 psf' 120 psf Exposed Mod. Edge Mod. Speed Slope p,lcro Imp61 id,)05.8,Group pa G ou Gm 8 p reow 559u8,55.0 Group,6599pz cmow Group,Groups.Group3 croup r p > ou ouw Gro, raw Group Group,Group:Group, Group p > w "p Group3 mup,Group Gmuw Group,Group Group,Group, p p w 0 oup,Croup 90 6 20 116 116 116 97 ' 97 97 82 62 80 80 80 72 71 71 65 c 65 n ?G 60 56 G 56 56 53 53 53 50 c 50 zc 50 OS sc nr48 48 x G 45 45 45 43 43 43 116 114 a c1023 G300 BI 76 mph 21-27 114 1314 114 96 96 96 61 61 81 80 80 80 73 ]3 73 66 66 66 61 61 61 57 57 57 53 53 53 5] S3 51 b 48 48 % 48 M W 11 1143 314 110 ]O9 91 85 5 111 111 111 96 96 96 81 81 >9 A 74 J4 )1 69 69 69 56 56 56 53 53 s3 51 53 51 d0 d0 18 11 11 110 305 86 5 8-20 1,16 I1,6 116 9) 9J 9> 82 82 82 80 80 80 72 ]3 J2 65 65 65 60 fi0 W 56 56 56 53 53 53 50 50 50 48 48 48 45 45 45 1316 13064 46 % 79 72 m h 21 27 130 11 111 96 96 96 81 81 81 60 80 60 73 73 73 66 66 66 64 4 64 50 67 67 53 53 53 51 51 51 48 M 61 48 48 44 44 44 111 111 104 103 % 80 p 28 05 1146 1146 113 96 81 81 81 79 79 80 J4 74 74 69 69 69 64 64 64 60 56 60 53 53 53 51 51 51 46 48 116 99 101 19 9082 100 8-20 116 116 116 9J 97 9J 82 82 8Z 80 80 80 Ji )2 J2 6S 65 60 60 E0 56 56 56 53 53 53 50 50 46 48 48 45 45 316 % 98 89 )5 68 m 21-27 1314 114 1336 % 96 96 63 86 81 80 80 80 )3 ]3 J3 66 66 66 61 61 61 57 57 57 53 53 53 53 S1 51 4g 48 4g 48 4g 48 44 44 44 311 30,7 101 97 81 ]6 33 111 96 96 96 81 81 81 )9 79 A )4 )4 74 69 69 60 56 6 56 53 53 53 40 48 M 464 8 464 8 111 310 % 77 i05 8-20 116 116 109 97 97 97 62 82 82 80 80 80 72 72 72 65 65 65 60 60 60 56 56 56 53 53 53 50 50 50 48 48 48 45 45 45 43 43 43 116 93 82 84 72 64 • mph 21 27 114 114 114 96 96 96 81 81 81 80 80 80 73 73 73 66 66 66 61 61 61 57 57 57 53 53 53 51 51 51 IB 48 48 48 48 48 44 4446 114 100 96 93 76 72 28-45 111 111 1311 96 96 61 81 81 79 A M 69 69 69 64 64 64 60 : 60 56 53 53 53 51 51 51 48 48 48 46 111 105 96 90 82 110 8-20 116 134 302 97 92 82 82 80 80 80 )2 72 65 65 60 60 60 56 56 56 53 53 53 50 50 18 48 40 45 45 45 43 03 114 87 18 N 6I 61 m h 21227 114 114 114 96 96 : 81 81 81 80 80 80 73 73 73 66 66 66 61 6] 61 57 S7 57 53 53 53 51 S1 51 48 48 48 48 48 48 M N 44 114 % 89 88 73 log p 2805 111 111 1]1 96 96 96 81 81 81 fi M 74 74 74 69 69 69 64 64 64 60 60 60 56 56 56 53 53 53 51 51 51 48 48 48 48 48 48 111 100 89 86 78 72 116 8-20 116 108 % 97 82 62 82 80 80 73 72 72 65 65 65 60 60 60 56 56 56 53 53 50 50 SO 08 48 48 45 43 105 82 73 74 64 57 m h 21-27 1611 134 110 96 96 96 3 :f 81 8,90 80 80 73 73 73 66 66 61 61 61 57 57 57 53 53 53 sl 51 51 48 48 48 IS I6 48 44 44 44 111 % BO 84 69 65 p 2845 ill 131 1% el l 6] A )9 JO 69 64 64 fi0 60 60 fi0 53 53 51 5] 51 48 107 % 65 82 )5 67 1M 116 102 91 97 97 91 82 82 80 80 72 72 72 65 65 65 56 56 56 53 53 53 50 60 50 45 43 43 % 7) 89 72 61 51 m h 21 20 114 110 1M % 96 % 81 81 61 80 80 80 )3 73 73 66 % 66 61 61 6] 57 57 57 53 53 53 sl 51 51 48 48 48 I8 08 48 4 ]OS 85 A 60 66 61 p 6-20 111 411 97 96 % 8] 61 81 79 79 79 74 69 69 69 60 fit 046 4 60 56 56 56 53 53 53 51 51 51 48 85 91 64 79 J2 61 130 6 110 91 81 97 91 80 80 80 73 R 65 65 60 61 60 56 56 56 53 53 53 50 50 48 48 48 45 45 45 03 69 64 52 41 m h 21-45 III % % % % 96 81 81 61 80 80 80 73 73 73 66 % 66 61 64 bl SJ 57 57 53 53 53 51 51 53 SI 48 % 48 48 48 44 48 44 96 77 73 74 60 54 ' p 5 111 1M 93 % 96 93 Bl 79 70 74 74 69 60 66 W 60 60 60 56 56 56 53 53 53 sl 51 51 M b 08 48 N b 59 140 8-20 106 83 74 83 82 82 74 80 80 72 72 72 65 65 65 60 60 56 56 56 53 53 50 50 50 40 48 48 43 76 64 52 59 m h 21-27, 112 90 84 % % 80 83 81 61 60 e] 80 73 )3 73 66 66 66 61 61 61 57 57 57 53 s3 53 51 53 51 48 18 11 48 18 b 49 44 44 66 66 p 2605 308 96 85 % 83 I9 A )9 ]0 >4 69 69 69 fi4 W fit W W 60 56 53 53 51 51 51 48 18 48 85 ]6 7 67 1508-20 96 75 67 66 75 67 82 75 67 60 75 67 72 72 67 65 65 65 60 60 60 56 56 56 53 53 53 SO SO SO 46 48 48 45 45 45 43 43 43 68 57 39 53 35 ':)9, mph 21-27 103 83 77 % 83 77 81 61 77 80 80 JJ 66 % 66 61 61 57 57 57 53 53 53 51 5] 5] 46 Ig 48 48 18 08 as 14 60 64 59 64 85 89 79 83 69 69 60 56 56 56 53 53 51 51 48 48 48 48 160 8-20 85 69 M 69 64 82 69 64 80 69 64 69 60 65 65 64 60 60 56 56 56 53 53 50 50 50 48 48 48 43 M 32 48 3:32 25 • mph 21-17 96 76 72 % 76 J2 81 76 72 76 2 73 73 72 66 66 66 61 61 61 57 57 57 53 s3 53 51 51 5] 48 18 48 46 08 09 44 44 44 74 59 60 30 92 82 )3 92 82 >3 79 ]3 )4 )4 >3 60 64 ED 6D EO s6 56 % 53 53 51 5] sl % 8 d8 18 N M 58 170 8-20 76 60 64 54 76 64 54 76 64 54 72 64 54 65 64 54 60 60 54 56 56 54 53 53 53 50 50 50 48 48 Oa 45 45 45 43 43 43 59 35 29 27 22 h 2627 88 72 65 88 72 65 65 80 72 65 73 72 65 66 66 65 61 61 61 57 57 57 53 53 53 51 51 51 48 46 48 48 48 48 4444 44 69 55 ,33 25 m p 2805 86 77 68 86 77 66 80 77 68 79 77 68 73 73 68 66 68 68 64 64 64 60 60 60 56 56 56 53 53 53 51 51 51 48 48 43 48 46 48 67 61 48 53 42 32 75 61 48 ]4 61 71 61 48 72 61 48 56 56 M 53 53 48 50 50 46 46 416 45 45 45 43 43 27 2s 23 m h 21-27 85 68 61 85 61 64 el 68 64 68 64 ]3 68 66 % % 64 61 61 61 5) 57 57 53 53 53 51 51 51 08 48 48 48 48 48 44 44 48 66 48 32 24 p 2805 83 66 M 74 ta 72 ]2 % 67 6] % 64 60 56 56 % 53 53 53 48 N M 48 65 30 180 8-20 72 59 44 72 59 44 72 59 44 a 59 44 73 59 44 65 59 60 59 44 56 56 44 53 53 44 50 50 44 48 40 44 45 45 44 43 43 43 52 .1.0.1946 20 21-27 82 65 60 82 65 60 81 65 60 80 65 60 73 65 60 66 65 60 61 61 60 57 57 57 53 53 53 51 51 S1 08 48 48 46 48 48 44 b 44 64 39 30 49 29 22 • MP. 2645 60 72 60 80 72 64 79 72 64 78 72 64 72 72 64 67 67 60 64 64 60 60 60 60 56 56 56 53 53 53 51 51 51 48 48 48 48 48 48 64 57 39 42 37 28 rein 72"span = =min48"span •=Now.addilionallnsnllation requirement for CAMO module clamp See Note 10 on Page 3 for details. 6EV02/09/2021 ®=Shaded cells indicate conditions n which]FO Mid Clamp connection opacity is exceeded.See Nate 9 on page 2 for detailx --r-°-I-- `ail °r-- Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) 23 Z3Q 6 6 a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 m).If an overhang exists.the edge distance shall be measured from 734 _-• the outside edge of the overhang.The horizontal dimensions used Group Group G::,,,, c Gro C 43 p ®m p to compute the edge distance shall not include any overhang 2 s 1 2 distances. ASCE 1 2n 3r 1 2n 3e gal-OW �L B=Horizontal dimension of building measured normal to wind 7.16 2e 2r 2e 3r -Ei direction,in ft(m). Roof Zones 3e 2r a ®i'®"1t '4-4 h=Mean roof height,in ft(m). Fig-re 2 ASCE Root Zone L464907s for Gable Roos 6=Angle of plane of roof from horizontal,in degrees. 'SMnd pressure loads used to generate the span tables for modules with maximum lengths ol86'and 92.5'are based on the wind tunnel study"Design LMnd Loads for Solar Modules Mounted Parallel to the Roof of a Low-nse Building"',referenced in ASCE 7-16 Section 29.4.4. 1.Sarah E.Stenabaugh 2015 Design IMnd Loads for Solar Modules Mounted Parallel to the Roof of a Low-rise Budding,University of Western Ontario,Ph.D Program Dissertation. ... Rail:.f.:' Gable Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation "Max Module Length:86",Max Module SF:24.5 SF XR/00iiii Exposure C Mod Roof Ground Snow,0 psf 10 psf 20 psf 30 psf M psf 50 psf 60 psf 70 psf• 80 psf• 90 psf• 100 psf• 110 psf' 120 psf• Exposed Mod. Edge Mod. Speed.Slope f (mph,(mpl cr.,cr.,2 c.,,,Group 1....,,,..,G.oup 1 orou32 Gro,3 Gnoop I Grp,Group3 Group 1 Gra,Group 3 Group I Group2proup 3 Group]Groupo Group 3 Group 1 Group2Houp 3 Group ljGroup 2 Gra/p 3 e,c,1 G,Oup 2.0,431 Group 1 G,op2Group I Gaup2H3 GrouP1 Group 2 Grwp 3 Croup 1 Groupi Gn.p3 cr.,i 6,0,2 Gro,3 8-20 116 116 107,97 97 97 82 82 rr 82 80 80 80 72 72 72 65 65 65 60 60 60 56 r 56 56 53 53 53 50 50 50 M 48 48 OS 45 45 43 M, 43 116 91 81 82 69 M mph 271„.2,7, ass :147 ass 9,66 9,66 9,66 :17 :17 . :17 8 0. 87 90 8 07, 77.3 77.3, ;3. : 6.6 r 6.6 6,,.1 658 1 644 1 540 7. 5.7 . 5.7 56 36 :36 56 63 65 13, 5,13 5,31 06 7 64 87 ,4 87 4 8. :8.. .4 8 4 4. .2, . 17 71 47 7.22 3 9,32 9.; ...'B-20 116 111 99 '97 97 97 82 82 82 80 80 80 72 72 72 65 65 65 60 60 60 S6 . 56 56 53 . 53, 53 50 48 48 48 45 45, 45 03 43 r, 03 109 85 75 76 65 59 mph 27:7-.2; :1747 1717: 17.13.9,66 9,66 :6, 8.17 :1 81 80 80 80 73 73 73 66 66 66 66.1 6.1 6.1 57 57 57 53, 53 51 51 51_48 48 48 48 48 . 48 44 44 M 114 92 86 86 72 M ; 17 : 79 79 74 74 74 69 69 69 60 60 60 56 56 56 53 53 53 51 51 51 48 48 48 . 48 M 110 97 87 80 77 69 i. 78;20 116 1704 792 97 97 92 82 8 800 BO. 772 ;23 723 6.5 6656 6656 660 6607 6. 57 67 ,6 53 53 5:3 560 50 50 M. 48 48. 4.5 :5 4.5 4.3 4.3 4.: 17000 .796 72 72 6647 5.2 "h 28175 09191 1191 101 00 066 9966 689 69. ' " 66 679 733 749 74 74 69 69 69 64 64 64 60 60 60 9596 r 9596 56 593 9593 9593 51 51 51 48 40 48 48 48 48 103 92 02 6890 73 65 892 6892807' 80 80 72 72 72 65 65 65 60 60 60 S6, 56 56 53 53 53 50 50 50 '48 48, 48 45 45. 45 03, 43 03 92 74 M 67 58 45 mph 2,61:4276 14144 140.5 9996 .9966 9966 9966 8641 :14 :14 80. 8.0 80. 7,43 7,34 7,34 : 6.6 6.6 6.1 6.1 6.1 5 7. S 7. S 7 5 36 S,36 56 36 S6 13, 56 13 56 13_64 87 64 87 4 8,7 48. .4: 49.. 4.4 4.4 M. 1,0.1 8. 110 . 08 0 .1 1 00 : 77: 77 23 77 32 .6 5 .6 5 66: 6 0 50 60 6576 ,56 676 656 676 695: 65: 65: 65 07 65 70 65 70 : 48 48 4 5 .4: .4 5 ..4 3 ..4 3 .4 3 :65 6 97 6 6 47 2 6 47 "Vh 22:142; :141 103 92 96 96 92 81 81, 81 79 79 fa 74 74 74 69 69 69 M 64 M 60 60 60 56 56 56 53 53 53 51 51 Si 48 r 48 48 48 48 48 96 83 73 72 66 59 Ph 28-45 111 99 88' 96 96 r 88• 81 81 81 79• 79 79 74 74 74 69 69 ' 69 M M M 60' 60' 60 56. 56 56 53 53 53._ 51 51 51 48• 48. 48, M 48 48 88 79 72 69 64 56 „fl r 8-20 . 81 72-97 81 72, 82 81 72 80 80 72 72 72 72 r 65 65 65 60 60 60 56. 56. 56 53 53 53 50 50 r 50 48 48 68 45 45 45 43 43 43 74 M 49 59 41 32. ,, 820 91 73 65 91 73 65• 82 73 65 80 73 65 72 72 65 65 65 65 60 60• 60 56., 56 56 53 r 53 53 50 50 00 4899 9489 4899 065 45 9645 063 43• 03 M Si 37 656 3663 38 r n- i 0 787-2707 :07 76 67 ,5 97 :07 6 67 7 5,97 8,0, 67 76 :97 a O. 7• .3 56 97 ;23 6 6 65 97 6.5 66 56. 5:6 66 07 6• 6 07 6• 5 97 5,6,. 5,76 5,6, 5,33. S,33 56 33 65 07 56 07 65 07 4 8. 4 8., 4 8. 0.5 .• 4.5 .4 5 4..3 :43 4.43 67 12 3,: :0, 4,3, mPh 28-45 89 79 72 '89 79 72 81 79 72 79 79 72 73 7793 r 72 68 M 64 M 64 60' 60' 60 56 ' 56 56 53 53 53 r 51 51 51 48 r 48 48 48 48 48 03 64 53 54 45 30 150 8-20 72 60 45 72 60 45 72 60' 45 72 M 45 72 60 45 65 r0 7 45 60 M 45 56 56' 45 53 53 45 50 50 45 M M 45 45 45 45 43 43 43 54 32 Ot.: 38 25 20 51 35 66 51 35 667 51,, 6.3 5 76 67 56 17 3 5 M 5 1 63.5 6 5 56 17, 3.5 66 07• 56 17• 3.5 5,67. 5,17. 3,5. 5,33. 5,13 6 3 ,7 56 07 6 7 . 4 8. ..3 5 4.5• 4.5 3.5 4.3 4.3• 3.5 :5 3 3 'Ph 9284975 7775 6698 9609 7757 660 9609 775 M 60 75 M 9609 7792 : 60 "66 r 66 60 M M 60 59 59 59 56 56 56 53 53 53 Si 51 51 48 48 48 M 88 88 5: 48 33 3447 '.!',;! r5 ,' 61 39 , 61 39 IME 61 39 32 61 39 '32 61 39 12 60 39 Eig 56... 39 El 53 39 EN 50 39 -17,47 48 39 MN 45 39 111. 43 39 .. 38 ,'.:..16 --, 21-27 72 56 02 72 56 42 72 56 42 72 56 42' 72 56, 02 66 56 42 61 56 42 57 56 42 53 53 42 51 51 42, 48 48 42 48 48 42 44 44 42 56 .1' 28-05 72 64 55 72 64 55 72 M,_55 72 64 55 69 M 55 64 60 55 61 61 55 58 58 55 55 55 55 53 53 53 51 51 51 48 48 48 48 48 48 49 39 , 8-28 59 35 lEf- 59 35'EX 59 35= 59 35 ati 5, 35 gp 59 35 29 59 35 - 56 35 MI 53 35 EN 50 35 r,r/ge M 35 sfill 45 35- 43 35 MI 35 l'h 21-27 M 49 37 69 . 37 69 49 37 69 49 37 69 49 37 66 49 37 61 49 37 57 49 37 53 49 37 51 49 37 48 48 37 48 48 37 44 44 37 52 MET ,s MI' 28-45 67 61 49 67 61 0 67 61 49 67 61 19 67 61 49 64 61 49 60 60 09 57 57 OS 55 55 49 53 53 49 51 51 45 48 48 r SS 48 48 48 44 35 - ,-27 19 80 si-Lo 57 33 k.A./7 57 33 .7AE7 57 33 MI 57 33 Mil 57 33 ID7" 57 33 ,2,9,, 57 33 gai 56 I= S3 33 Ell 50 33 ,70.3.7 46 33 Ell 45 33 I= 43 33 - 1 ., 21-27 67 45 34 67 45 34 67 45 34 67 45 34 67 45 34 66 46 34 61 45 34 57 45 34 53 45 34 51 45 34 48 45 34 48 45 34 40 44 34 48 .11,20 Is .P1. miss 65 59 45 6S 59 as 65 59 45 65 59 45 65 . as so 59 45 60 . 45 57 s> as sa sa as 52 52 as so' so as as as as gs fig 45 39 33 i89 =min f 2"span n min 64"span n min 48"span •-33 Note:additional installation requirement for CAMO module clamp.See Note 10 on Page 3 for details. RSV 02/09/2021 an.Shaded cells mike.conMtions in which UFO Mid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. .-t`lt- 11•°1 --rt- Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) o Ail',i9 19_0 01 0 a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 m).If an overhang exists,the edge distance shall be measured from . . the outside edge of the overhang.The horizontal dimensions used 111 to compute the edge distance shall not include any overhang , , ,,,,,,, -.;,,,....,(, ,.. ,-..,,,I.,,, 2 3 0 0 00 0 6, MI h distances. ASCE I .„ , , t 2n 3e • I a I B.Horizontal dimension of building measured normal to wind '.1/42e 3r ELEWM1ON direction,in ft(m). .., . Poor 2r • :'(,-„, ,,,, (,,,, ,,, (9 h=Mean roof height,in ft(m). Z011,1 F,g,re 2 ASCE Flo,Zone Locabo,for Gable Roof, e=Angle of plane of roof from horizontal,in degrees. MAhnd pressure loads used to generate the span tables for modules with maximum lengths crf 86'and 92.51 are based on the wind tunnel study"Design Wind Loads for Solar Modules Mounted Parallel to the Roof of e Lowelse Building",referenced in ASCE 7-16 See/tan 29.4.4. 1.Sarah E.Stenabaugh 2015 Design blond Loads for Solar Modules Mounted Parallel to the Roof of a Loivelse Building,University of Western Ontario,Ph.D Program Dissertation. Rail: Gable Roof Flush Mount System Span Table(inches).Portrait or landscape Installation ••Max Module Length:86",Max Module SF:24.5 SF XR100 Exposure D Wind Roof Ground Snow:0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf• 80 psfa 90 psfa 100 psi' must* 120 pd. Exposed Mod. Edge Mod. Speed SG (mph)(hg)Group zc aup2 G oup3 G oup I oup2 Group 3 Group Group G p p p2 G oup3 Group zc oupz croup 3 croup t croup 2 croups pGroup2 G oup3 G wp 3c oup2 G oup3 croup3 Group Group Group Group1 Group p Group p3 G oupzG auv2 Graup3G oup3 cmupz Group3 p P muo, p reupx oup3 90 8-i0 116 10> 96 97 9J 96 82 82 82 a c 81 c Bl el )3 73 )3 66 66 66 G 56 53 53 53 50 50 50 s Group t x c.� W 8 c1043 cr81 z G n c)4 3 c 64 c m h 21�i] 114 114 109 96 96 96 81 ei 81 el 8] 81 72 3, )4 J4 6J 6) 6) 6 61 61 5> 5] 5) 54 54 54 51 51 51 8 8 8 8 8 8 8 8 8 I30 89 83 83 69 61 p 28-45 111 96 96 96 81 81 81 74 72 72 R 64 M M 57 57 57 54 54 9d 51 51 53 49 49 49 48 M 8 106 M 84 82 )4 67 95 820 1M 99 88 97 97 88 82 82 82 81 81 81 73 73 73 60' 60 56 56 56 53 53 53 50 50 50 8 8 8 45 45 45 44 M M M 75 67 8 59 48 mph 28 114 107 101 96 96 96 81 81 81 81 81 81 74 )4 67 67 67 6161 61 57 57 57 54 54 54 51 51 51 8 8 8 8 8 8 44 8 103 83 JJ 79 65 60 28 45 111 110 99 96 96 96 81 81 81 80 80 80 )4 74 72 R 64 64 64 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 8 8 441 100 89 79 JJ 72 M 300 8-20 116 92 82 97 92 82 82 82 82 81 81 81 73 73 73 M 66 66 M 60 60 56 56 56 53 53 53 50 50 50 8 8 8 45 45 45 44 44 M 86 72 64 65 53 41 mph 21 46 16005 96 96 96 96 81 81 81 4 4 4 J J 1 1 4 4 4 1 8 e 8 8 8 8 8 8 J B 5 113 96 96 96 81 80 81 80 81 80 ))4 J)4 ]J4 6>2 6J 6 646 646 61 64 5J 60 5 5J 6 5)5 5 5) 5 5) 51 5 51 54 51 51 51 49 494 49 44 8 48 8 9 J J2 JS 6) 60 105 20 113 86,2 2 161 ]] 96 ]) 82 82 J) 81 7) 73 73 )3 66 fib fib 565)56 53 53 53 50 50 50 81 66 59 64 MI 37 m h 21-2J 114 96 88 96 88 81 el el 81 81 81 74 J4 J4 67 67 67 61 61 61 57 57 57 54 54 54 51 51 51 8 8 8 8 48 8 M 91 73 67 72 58 48 p 28 45 f11 89 81 81 81 ]4 J4 J2 J2 72 M 69 64 Sl 5) 54 54 50 51 8 89 J9 J2 69 fi4 110 820 304 81 12 9) 72 82 81 7 2 81 81 7 2 )3 7 3 R 66 60 60 60 56 56 56 53 53 50 50 50 8 8 8 45 45 45 M 51 59 41 33 m . 21-2J 106 83 96 89 8 81 81 81 81 81 81 )4 74 >4 6] 6J bJ M M 64 SJ SJ 5> 54 54 54 54 51 54 8 48 8 48 49 4 44 44 a 69 M 6J 52 41 p 28.45 96 84 96 96 89 81 81 80 J4 JO )4 J2 >3 6p 60 5J 5J 5) 54 54 50 49 49 48 48 8 BO >5 66 51 115 8-20 96 76 68 6 76 68 82 76 68 81 76 68 73 73 68 66 66 66 60 60 60 56 56 56 63 50 8 8 50 50 45 45 45 44 44 40 M59 55 37 IN m h 2 2> io4 84 >e 96 84 78 81 81 )e 1 81 78 )4 74 74 67 67 67 61 61 61 57 57 57 54 54 5451 51 51 48 48 8 8 8 8 8 8 82 65 59 64 37 .. 28 45 101 90 80 96 90 80 81 81 80 80 80 80 74 70 R 72 72 64 64 6a 60 60 60 57 57 57 54 54 54 51 51 51 49 49 72 64 64 58 45 1. 8-20 89 72 65 72 65 82 72 65 81 72 65 73 72 65 66 66 65 60 60 56 56 56 53 53 53 50 50 50 66 44 51 50 3 III m h 21-27 M 80 >4 96 80 74 81 80 74 81 80 74 74 74 67 67 67 61 61 61 57 57 57 54 54 5451 51 51 8 8 8 48 48 8 44 44 8 JJ 54 64 p 28-45 96 86 76 96 86 76 81 81 76 80 80 76 74 74 74 72 72 72 64 M 64 60 60 60 57 54 54 54 51 51 51 49 49 49 8 848 75 68 M 60 54 41 130 79 65 79 65 58 79 65 58 79 65 65 58 66 65 58 60 60 58 56 56 56 53 53 53 50 50 M 45 44 8 8 FA 37 30 42 .-t67;7 2A':'i ''''h 21-27 80 JI 66 90 l 66 66 81 4 2 66 4 4 J] 66 64 6] 66 63 61 61 SJ SJ SJ 54 54 54 53 51 51 8 8 "65 48 98 8 44 94 8 4 2 52 '3 74 2-20 8) 59 69 81 J8 69 69 M 69 69 5J 5J 5) 54 54 54 49 M 8 8 8 8 64 140 8-20 72 59 R 72 59 72 66 60 59 56 56 53 50 50 44 8 8 44 51 32 25 29 20 h 21-27 82 65 6082 65 60 81 65 6D 65 60 74 65 60 67 65 60 61 61 60 57 57 57 54 54 54 51 51 51 8 8 48 48 48 8 44 44 44 66 29 22 m p 28.45 80 72 64 80 R 64 79 R 64 78 72 64 72 R M 67 67 64 M 64 64 60 M 60 57 57 57 54 54 54 51 51 51 49 49 8 8 8 8 64 57 39 42 37 28 150 8-20 64 6a 48 64 64 64 48 53 8 34 50 48 8 34 °+*•.:xl 17 m h 21 7 7 5 60 60 )5 49 4 4 60 I 60 49 60 5I 49 54 50 49 51 51 49 8 48 465 48 8 8 K 8 59 w33 42 5 l8 p I8-45 J3 66 66 )3 66 66 58 64 56 56 54 54 54 51 49 8 8 8 5) 45 32 35 .2 24 58 ]3 66 Sg ]3 58 66 58 R 66 58 64 50 9 59 50 56 Sl 99 49 e-20 60 37 29' 60 37 29 60 37 29 60 3] 29 60 37 29 60 37 29 60 37 29 56 37 39:. 53 37 50 37 28 8 37 ", '� 45 36 :.;2g 15 160 21-27 R 51 51 51 61 51 54 51 38 51 53 8 38 53 - mph 2 )2 51 >2 si 3e 38 48 4fl22 15 fib 64 8 64 50 55 55 50 53 04 50 49 49 8 37 ;i'36 19 e-95 e M 50 50 8 60 50 M 69 50 50 64 69 50 61 61 50 58 50 53 50 51 49 4g ae 5 8-2° 53 32 26 53 3E 26 535 32 26 535 32 E6 53 32 26 53 32 362 53 32 26 53 32 26 53 3"a'1'7:4 r32- 50 32 26 48 32 r.-36 95 r 92 26 44 321 + *r ."16 13 3 1702 5 w mph 28-45 6464541 645 64 5J4 52 5z32w 04 27 24 37 57 415] al M 5> 41 69 57 4 5] 41 1 59 SI 41 5> 41 41 41 So 50 48 de al 35 Si 175 8-20 49 29 24 49 29 24 99 r 29 24 49 29 24 49 29 24 49 29 24 49 29 24 29 24 25 24 29 24 48 ,jf! 5 u:..29 24 29 19 16 24 15 12 49 � 9 mph 2145 64 3] 38 64 3] 38 64 3] 28 6a 3J 28 64 34 28 64 3 x,78 61 3J 28 Si 3] 28 54 3] 28 28 8 37 48 3] d4 3] 20 24 iJ 32 18 12 54 61 X 54 54 50 98 8 3] 8 8 29 31 26 36 28 45 61 50 3) 61 J 56 3> 61 5 > 61 ] 61 37 59 54 3> 4 3] 3! 2 52 3 0 3i 33 24 5 8-20 45 28 24 45 26;; 45 28 24 45 :28 4 45 24 45 45 28 24 28 24 45 3 24 5 28 -24-. 5 , 45 8 24 28 18 15 22 34 12 180 21.27 61 : 61 34 61 2J 3 ::: 61 1%3 61 34 61 '2) 27 54 34 27: 51 8 34 27 38 22 15 29 1> 12 34 34 61 a 34 4 30 a 39 48 36 mph 28 8 58 8 33� 58 48 33 58 8 33 58 ae 33 Ss 8 33 8 8 33 S5 48 33 53 48 33 51 8 8 33 32 38 20 24 22 15 n]2"span _Dm 6,2 span =min 48'spa„ 7=Note:additional installaton requirement for CAMO module clamp.See Note 10 on Page 3for details. REV02/09/2021 sinShaded cells indkam condi.om on which UFO Mid Clamp connection opacity is exceeded.See Note 9,page 2 for details. : f 41 •9 l -�='-- Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) r 6.:_s3. Sb.®--;® a=10%of least horizontal dimension or 0 4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 fI m).If an overhang exists,the edge distance shall be measured from ►� the outside edge of the overhang.a The horizontal dimensionsrngused Group Group Group Group Group Group ® U @® O ® 111 to compute the edge distance shall not include any overhang 1 2 3 1 2 3 distances. ASCE 1 2n 3r 1 : g B=Horizontal dimension of building measured normal to wind 7-16 2c 2r 2c, ( ELEVATION direction,in ft(m). Roof {{ Zones 3e 2r a G..o G. G ® h=Mean roof height,in ft(m). (' Fiq„a 2 ASCE Rnm Zone Locaumm ro3 Gable Roble e=Angle of plane of roof from horizontal,in degrees. 18Wnd pressure loads used to generate the span tables for modules with maximum lengths of 86"and 92.5"are based on the wind tunnel study'Design Wind Loads for Solar Modules Mounted Parallel to the Roof of a Low-nse Building'',referenced in ASCE 7-16 Section 29.4.4. 1.Sarah E.Stenabaugh 2015 Design Wind Loads for Solar Modules Mounted Parallel to the Roof of a Low-nse Building,University of Western Ontario,Ph.D Program Dissertation. Rail Gable Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation XR100 "Max Module Length:92.5",Max Module SF:29.5 SF Exposure 8 Wind Roof Ground Snow:0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf' 80 pale 90 psf' 100 psf' 110 psf' 120 psf' Exposed Mad. Edge Mod. lops)ides)ppnpl6o pz cro" ro"pvc,aeo c,ap3 aroop]6,oupx aro.ps000elar pxl00050 c.p.pl0460 crawl croupy croopz crow ro.elc.0050 croup)croups 0,0550 arsasS am.e0 aro px ar.pJ 6.p "pxa oup3 cr pxa.0060 Graupl arc"pz6rp"pJ arpppl0,0460 crowJcroopi moopx aroopa aroopv croupz c.00pJ 212 112 112 96 % 96 79 79 79 77 77 • 77 R 72 73 64 64 64 Jc 58 58 58 54 54 54 51 51 51 48 48 08 08 48 M 112 108 % 101 81 70 mph h 2117 110 110 110 93 93 93 79 79 79 70 78 78 R 72 72 64 6a 60 59 59 59 55 55 55 52 52 52 49 49 09 % 40 48 44 44 44 43 43 43 110 I10 110 105 88 83 p 28-45 l07 oil 10] 92 92 92 70 78 78 )2 )1 )2 66 66 60 54 54 54 54 54 51 51 51 49 49 49 48 08 48 OS OS 45 10) 107 ES 1.02 95 110 110 112 96 % % 79 79 79 7] ] R R 64 64 56 56 58 54 54 50 51 51 51 48 495 48 48 48 48 42 2 ] 110 89 77 69 m h 2 20 107 107 107 93 93 93 79 79 79 76 78 78 2 R 72 66 60 6a 59 59 59 55 55 55 52 52 52 51 51 51 48 48 48 48 40 4 43 43 43 107 107 101 99 83 78 p 28-05 307 10> lOJ 92 92 78 R R R 66 66 60 58 54 51 49 49 49 48 08 46 OS OS 45 107 10J 300 8-20 112 112 110 96 96 79 77 77 77 72 72 2 M 64 58 54 54 54 51 51 51 08 48 08 48 48 48 40 44 44 02 42 42 112 96 83 88 82 65 m h 21-27 1107 1]0 1107 93 93 93 79 79 79 78 78 78 R R 72 64 64 M 59 59 59 55 55 55 52 52 51 49 49 49 48 48 48 44 44 44 43 43 43 110 101 % % 70 p 10> 92 93 92 79 M 97 78 )8 ]8 66 66 66 6a 64 60 58 58 58 M 51 107 105 96 92 83 75 105 8-20_112 112 103 9696 9679 79 79 77 77 77 72 72 72 6464 6458 58 58 54 54 54 51 51 51 08 48 48 4848 4844 44 42 42 02 112 88 78 82 68 110 110 110 93 93 93 79 79 79 78 78 78- 7272 72 7260 6d 6d 59 59 59 55 55 55 52 52 52 49 49 09 43 4343 110 96 89 90mph 28-45 107 107 79 79 79 78 78 70 72 66 6464 6a SB 5858 54 50 5051 51 51 4 49 48 88 79 72 . a 2D 112 108_ 97 96 96 9679 79 77 77 77 72 72 72 6a 64 6458 58 58 54 54 50 51 51 51 48 48 08 48 48 de 4a 44 44 42 42 42 100 mph 21-27 110 110 110 93 93 93 79 79 79 78 78 78 72 7272 60 60 6659 59 59 55 55 55 52 52 52 49 49 49 4848 48 44 44 66 03 43 43 110 90 84 85 72 2845 107 107 92 92 79 79 79 78 78 70 72 72 72 66 66 66 64 M 60 58 58 58 54 54 54 51 51 51 45 05 45 107 96 84 84 76 68 us 8 112 102 91 96 % 91 79 79 79 77 R 77 72 72 72 64 60 64 58 58 58 54 54 54 51 51 51 08 08 08 48_48 48 02 42 d1 100 78 69 72 61 53 mph 2 ZD 1107 109 SM 93 93 93 79 79 79 78 J8 70 R 72 2 60 64 8a 59 59 59 55 55 55 52 51 52 49 49 09 48 48 08 44 04 44 43 43 43 SOS 85 79 81 67 64 28d5 10) 107 100 92 92 92 79 M )8 )8 78 R 72 J2 % 64 6a 64 58 58 58 50 50 54 S1 51 51 49 d9 d9 46 d0 OB d5 45 45 )2 65 120 e-20 112 % 86 % % % 79 79 77 7] 72 72 2 60 60 58 50 50 M 54 54 51 51 51 08 48 08 48 40 48 44 42 d2 92 7:03 65 69 58 48 m h 2145 107 107 98 93 93 93 79 79 79 78 78 78 72 R 72 64 64 64 59 59 64 55 55 58 52 52 54 49 49 49 48 40 08 44 44 44 43 43 43 100 80 75 )8 M 60 p 96 92 92 92 79 79 79 78 R 72 R 66 66 66 64 64 Sd 54 51 51 51 09 49 49 OB OB 48 OS IS 45 97 130 8-20 1R 8fi 77 96 06 79 7) 77 79 77 R R 72 M 64 94 54 54 51 51 51 48 48 4 448 44 40 42 42 42 66 W 48 38 307 96 BB 93 93 BB 79 76 72 72 60 M 52 49 : : 08 OB 03 43 43 mph 2845. 107 79 79 79 78 R 70 R 66 66 fib N 60 64 58 58 58 45 45 OS 88 79 72 72 64 57 1� e-20 101 78 60 96 78 83 79 70 72 77 77 72_72 R 72 64 60 64 58 50 0 50 54 O8 08 48 08 48 48 40 O2 a2 42 72 60 32 m h 21-27 ]06 85 80_93 BS 80 79 79 5 9 )8 78 ]8 72_72 5 2 64 64 64 59 59 59 55 55 55 52 52 52 49 49 d9 08 48 48 4 4 .54 4 03 53 43 83 66 61 66 50 v p 28-45 302 7t 61 92 71 61 77 72 6 72 7l 72 54 64 64 54 58 54 51 51 51 4] 45 51 51 49 49 48 44 40 48 42 42 45 60 65 S3 27 15D 1-2"89 64 64 )9 72 64 77 72 64 72 R 64 64 56 58 50 54 54 54 51 51 51 48 42 42 02 76 40 33 49 13 27 78 66 60 43 03 76 mph 3 70 79 R 66 66 64 50 � 54 51 48 08 OS 65 45 160 8.20-81 65 58 el 65 50 9 65 58 65 58 R 65 68 60 6a 58 56 58 50 54 54 54 51 51 51 48 40 48 48 OB 48 44 4G 44 42 42 42 59 38 03 28 24 'Ph 2845 % 73 67 % 7 6) 79 72 67 78 73 67 J2 )2 67 66 M M 59 59 59 55 55 55 53 54 52 49 49 09 48 46 48 44 40 40_43 43 43 72 53 6 58 -48 2) p 28-45 69 76 69 )8 60 69 R 72 66 66 60 60 60 58 58 50 54 54 54 51 51 51 OS OS 69 64 51 55 35 1)0 8 2D 73 60 05 73 60 73 6D_ 2 60 45 64 51 51 5 48 48 45 48 48 45 44 40 42 42 42 32 :29 25 21 m h 31-27 83 67 6l 63 67 61 tit 67 72 67 61 64 64 61 59 59 59 55 52 52 52 09 09 09 08 a 46 4a a0 44 O3 03 3 65 30 30 24. p 81 ]3 60 73 64 64 72 60 65 65 60 64 60 64 47 Sa 54 54 SI S1 51 09 49 48 08 OB OS 65 OS 6a 30 175 8-20 72 58_ 41 72 58 01 2 58 01 58 72 58 41 64 58 41 8 58 50 54 al 51 51 41 48 48 41 48 48 41 40 41 42 43 41 48 29 20 36 24 20 64 59 80 64 59 79 6459 70 59 M 59 64 M 59 59 59 59 55 55 55 52 52 52 49 49 49 4848 a0 44 44 43 43 43 6438 28 29 22 MP”28-45 ]9 76 72 60 75 W 65 60 61 61 61 50 50 54 45 05 61 55 160 67 53 36 67 53 36 6) 6> _ _ 67 53 36 64 54 53 36 51 51 36 48 48 36 48 48 36 44 36 42 42 36 27 22 34 22 I8 60 76 64 6] 60 60 54 52 52 59 59 09 48 48 48 4d 45 43 26 24 26 mph 38 - 60 7 68 60 )5 fi8 60 74 68 60 69 68 60 64 M 60 60 60 60 57 57 54 5a 51 61 51 49 69 48 08 b �'�OS 45 45 59 50 33 34 26 =min 72"span 60 = _ =Note:additional installation requirement tor C4M0 module clamp.See Noe lO on Page 3 for details. ncv D2/09/2021 -•Shaded cells indicate conditions m which Uf0 Mid Clamp connection opacity is exceeded.See Note 9 on page 2 for details. ,t9 °-i.- - Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) g """"at'2r ® & a=10%of least horizontal dimension or O.4h,whichever is smaller, " " but not less than either 4/of least horizontal dimension or 3 ft(0.9 Roof ' m).If an overhang exists,the edge distance shall be measured from slope a 27° - zap 45°4 the outside edge of the overhang.The horizontal dimensions used EnGrout / 0 Group Group Group 0 0Mil to compute the edge distance shall not include any overhang I 1 2 3 h distances. ASCE I 1 2n 3e • g B=Horizontal dimension of building measured normal to wind 7.16 c _ ® 2e 3r ELEVATION ' direction,in ft( Roof h=Mean roof height,in ft m Zones 2r ...®-®..� P3 ( ) Figure 2 ASCE Roof Zone Location0 lot Gable Roots e=Angle of plane of roof from horizontal,in degrees. '.Wend pressure loads used to generate the span tables for modules with maximum lengths of 86°and 92.5'are based on the wind tunnel study'Design t44nd Loads for Solar Modules Mounted Parallel to the Roof of a Low-rise Building,,referenced in ASCE 7-18 Section 29.4.4. 1.Sarah E.Stenabaugh 2015 Design Wind Loads for Solar Modules Mounted Parallel to Me Roof of a Low-rise Budding,University of Western Ontario,Ph.D Program Dissertation. Rail: Gable Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation XR100 •3Max Module Length:92 S,Max Module SF:29.5 SF Exposure C Wind Roof Ground Snow:n psf 10 psf 20 psf 30 psi 40 psf 50 psi 60 psf 70 psf• SO psi* 90 psf* 100 psf• 110 psf• 120 psf• Exposed Mod. Edge Mod. SpeeIlephl lees c�,pl cm.nx Gmup3 cm�sl c,Wpx 4:040 cro.e ,20e4 croW3 GouPl c,aPzo et oo�Pt a.omxcowl c,o�Ptcmwz c,o� m�Pz 6,ouPx 6roup3 cry.ozc,o.ozc,wn3 croopl c.asPz 4rauPl a,o�w n,owzc,o„P3 crag mwz 6,o�p3 e,o.916,a.xzc,o.pl prw416m�4z c,00P3 c,o.pl c,o.pz e,aPl e,o�PtemuPx c,o�P1 8-20 312 101 96 96 A J9 J] » )2 )2 )2 W 60 W 3G 58 58 58 54 54 54 51 51 51 48 48 16 48 48 40 40 44 43 2 42 112 86 )) 80 6) 'Ph 21-» 107 107 107 93 93 93 A 79 A 78 78 78 72 72 » 64 64 64 59 59 59 55 55 55 52 52 52 49 49 49 48 48 48 44 00 40 43 43 43 310 % 80 88 )3 68 28d5 ]0] 10] 10) 93 fi fi )8 )8 78 )2 )2 » 66 66 66 6q 64 58 Sa 54 54 51 51 51 49 40 40 O9 OS 45 30) 98 8) 86 JB 72 9S 112 105 % % % % 79 79 79 )] )) » R ]E M 58 54 54 54 51 56422 1 51 40 48 de 43 42 42 1. 80 72 75 64 56 mph 21z2] 330 310 l0] 93 93 93 J9 J9 A 7: 78 78 R i 2 64 64 60 59 59 59 55 55 52 52 51 49 9 : 48 48 03 03 03 3 3 3 8) 2 83 69 W 2-20 112 98 37 9E )B )8 l8 n » R 66 66 66 54 54 64 50 SI 51 51 49 103 92 :2 82 J0 b) 100 8-30 112 % 8) 96 96 0] A 79 18 » )> » » » » 60 64 64 58 58 58 54 54 54 53 51 48 48 48 40 40 08 EO 44 44 3 02 43 96 JS 66 » 60 48 m h 21-2J 110 106 10 993 93 93 ]9 A 79 )8 )8 78 R ]i 2 60 64 64 59 59 59 55 55 55 52 52 52 49 49 49 48 48 44 40 40 43 43 43 101 81 6 79 65 61 p 2015 30] 30] >9 A )8 )8 )B )2 )2 » 66 66 66 58 58 50 50 54 51 51 51 49 45 45 87 )8 ]) 72 64 105 8-20 9120 91 BE 96 9E 82 M ]9 A 7 ] 7 64 58 58 58 54 54 54 51 51 51 48 48 a 48 48 48 44 44 4a 42 42 42 80 71 60 54 42 m h 21:2) 107 99 % 93 93 93 )9 ]9 79 J8 )8 78 J2 J2 J2 64 60 60 59 59 55 55 55 52 52 W 09 49 49 48 48 48 40 33 03 03 % )] 73 6JG3 67 SJ p 28-45 lm 103 ri 79 79 )e Je JH » 72 » 66 66 66 64 60 58 58 50 50 50 51 51 51 69 48 45 65 65 % 83 73 73 bJ 60 110 8-20 % A A )) )) )7 » » 72 72 60 W 60 58 58 50 54 54 51 51 51 48 48 48 48 48 48 40 44 42 42 42 81 66 58 6a 48 38 MO 21-27 110 % 88 93 93 88 79 79 79 78 Je 8 72 72 72 60 64 64 59 59 59 55 55 55 52 52 52 09 09 49 48 48 48 40 44 43 43 43 90 72 67 72 58 S0 38-45 107 98 88 92 92 88 79 79 79 78 JB 78 72 72 72 66 60 58 58 58 54 54 54 51 51 51 48 45 05 45 88 78 72 72 64 57 115 8-20 106 81 72 % 81 72 79 79 72 J ] 7,2264 64 Se 58 58 54 54 54 51 51 51 48 48 48 48 48 44 44 44 42 02 42 75 64 50 9 ":33'. mph 21-E] 109 88 83 93 88 83 M ]9 J9 JB ]8 Je » » 64 64 64 59 59 59 55 55 55 52 53 52 49 49 e9 48 48 43 43 43 85 69 64 68 54 44 28-45 106 96 83 92 92 83 79 79 79 78 78 78 72 72 72 66 66 66 64 66 64 58 58 58 54 54 54 51 51 51 49 49 49 98 48 48 45 OS 05 83 75 66 67 61 53 120 8-20 % 77 69 96 77 69 79 77 69 JJ ]) 69 72 72 69 64 60 sa 58 58 58 54 50 51 51 51 48 48 08 48 48 48 44 da 44 42 42 42 72 58 42 55 38 30 mph 21-E1 104 84 70 93 84 78 79 79 78 78 78 78 72 72 72 64 64 6454 59 59 55 55 55 52 52 52 49 49 49 48 48 40 44 44 44 43 43 03 81 65 60 65 48 39 89 M 92 89 79 79 79 79 78 78 78 72 72 72 66 64 64 64 S8 58 58 54 54 54 51 51 51 69 49 49 48 48 48 45 45 45 79 73_W 64 58 48 130 8-20 86 69 61 86 69 72 69 60 64 61 58 58 58 54 54 53 18 48 48 48 44 42 42 64 32 32 26 21-» : J6 )2 93 6 ]2 J9 ];6 2 ]8 6 » ]2 )2 : 64 64 59 59 59 55 55 55 52 52 52 C9 49 9 : 48 : 44 : 44 43 43 43 ]0 58 mph 28 » 92 82 2 2 J9 )9 ]2 ]8 ]8 ]2 J2 J2 66 66 64 58 58 58 50 50 54 51 51 SS 4a : OS 05 OS 72 42 65 140 8.20 64 5l 60 51 ]6 64 51 ]6 64 51 J2 64 51 64 58 54 54 Si 51 51 St 48 48 40 40 48 48 42 42 02 56 43 40 36 22 'Ph 21-» % 79 64 86 69 6a 79 fi5 64 ]8 69 64 J2 69 64 64 64 64 64 59 59 55 55 55 54 52 54 51 49 61 46 48 46 44 44 40 43 43 45 6> 54 32 26 38J5 84 )5 66 04 75 66 66 66 fib 66 W 60 60 58 50 54 51 09 49 69 48 48 46 OS OS 45 65 59 45 51 42 32 15o 8-20 68 55 39 68 55 39 6 68 68 55 39 64 55 39 5855 39 54 54 Si 51 39 48 48 39 48 48 39 42 39 28 24 35 24 19 E1-» 79 60 5879 64 9 60 60 60 5859 59 58 55 55 55 52 52 9 48 48 48 ad at 4443 43 43 64 35 » 28 21 PP'2 72 61 7] ]2 )6 )E 60 61 61 5) 5) 57 54 54 51 09 48 48 48 05 05 45 60 52 35 27 e-45 » 61 61 ]5 » 61 » J2 6l 64 61 61 54 1 S 9 35 41 S 160 8.20 64 42 60 42 32 64 42 32 04 42 32 64 42 32 64 42 Air 68 42 mei 54 42 32'' 51 42 :32: 48 02 132: 42 42 11111 42 42 MI 39 24 20 32 20 17 m h t) )3 58 4 )3 58 )3 58 73 58 J1 58 59 58 45 55 55 52 52 49 49 00 05 00 44 03 43 43 SJ 29 24 41 24 1] p 28-45 J2 64 5] J3 64 SI SJ ]2 5] 6] SI 6a 5> 59 59 SJ 56 56 54 51 51 S1 49 49 48 : 40 5 OS OS 50 01 29 35 30 34 170 .20 58 3 B97 58 33 27 58 33 27 58 33 27 58 33 27 58 33 27 58 33 :5 54 27 51 21••';' 48 33 47 48 33 42 33 MI193. 22 18 27 18 15 m h ZL» 66 08 35 60 68 68 64 40 tie 49 48 48 48 35 44 44 35 43 43 35 9 36 19 36 21 15 p fi6 % 48 66 66 % 55 53 51 09 08 a8 48 48 45 45 45 42 33 25 30 27 20 in 8.20 53 n 53 32 26 53 32. 53 32 26 53 ' 26. 33 16 32 26 53 32 26 51 32 :26 48 12 26 OE ^ 20 17 25 17 14 m h 21» 65 63 ; 32 65 02iti 65 33 65 .•42 42 3E 59 32 32 52 33 32 48 03 as 41 43 42 45 ':: 18 34 20 14 p 2645 64 50 4i 64 SB Se 58 49 49 42 40 08 02 45 45 42 % '.,, 10 28 2S 38 02 64 58 43 M 58 60 58 42 42 61 at 58 42 55 55 42 53 42 0 50 42 e-20 09 49 29 24 49 49 29 24 49ilk 09 29 24 49 29 24 49 29 24 9 29 24 48 29 24 48MII 44 42 16 24 16 33 I80 21» 63 . 38 60 38 mph 29 64 38 64 38 19 60 58 64 30 29 59 38 29 55 38 39 52 38 1'4: 09 38 24 48 38 44 30 43 38 42 12 32 19 13 2845 61 55 38 61 SS 38 61 55 38 61 55 38 61 55 38 60 55 38 25 27 55 3e 54 54 38 SE 52 38 50 50 38 48 08 a 48 48 45 4s 38 33 ';.- 32 E> EO t] -min 725span =Min =min 48'span •=Note:additional installation requirement for CAMO module clamp.See Note 1004 Page 3lar details. REV 02/09/2021 Ell=Wad.cells indicate conditions in orhich UFO Mid Clamp mrmecdon capacity is exceeded.See Note 9on page 2 for details. ±._13t3h..-.et' Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) = ® 1,0Q 0 0 a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 m).If an overhang exists,the edge distance shall be measured from the outside edge of the overhang.The horizontal dimensions used ICIGroup Group Group Group Grouu ,roux p �&7 MIto compute the edge distance shall not include any overhang I 2 3 1 2 6 distances. ASCE t 2n 3r I 2n 3e I g I B=Horizontal dimension of building measured normal to wind 7-16 2e 2r 2e 3r ELEVATION direction,in ft(m). Roof 1 - h-Mean roof height,in ft(my Zones 3e 2r o.. - -@}t' p - 9 Figure 2 ASCE Pool Zoe locations for Goble Roofs e=Angle of plane of roof from horizontal,in degrees. "W nd pressure loads used to generate the span tables for modules with maximum lengths of 86"and 92.5"are based on the wind tunnel study`Design Wind Loads for Soler Modules Mounted Parallel to tire Roof of a Low-rise Building",referenced in ASCE 7-16 Section 29.4.4. 1.Sarah E.Stenabaugh 2015 Design Wind Loads for Solar Modules Mounted Parallel to the Roof of a Low-nse Building,University of Western Ontario,Ph.D Program Dissertation. Rail: , Gable Roof Flush Mount System Span Table(Inches)-Portrait or Landscape Installation "Max Module Length:92.5",Max Module SF:29.5 SF XR100 Exposure o wee Roof Ground snow.0 psf 10 psf 20 psf 30 psf 40 psf 50 par 60 psf 70 psf' 80 psf' 90 pot' 100 psf• 110 psf' 120 psf' Exposed Mod. Edge Mod. Speed Slope (mph),dog)Group]Group z croups croup v croup 2 croup s crow Gre,Greup 3 66,146,626 6693666636663c666366.v croup z croup s croup v croup z croup s v v p3 croup s Group,0roun3 cro„nv v w Group,46.6,2 croup s croovv c,a, Group w ro,px 0uv ,Guns v 93 wplG up3 crvup3 8-20 112 101 90 96 96 90 A A 79 78 78 )e 73 R 64 58 58 58 cr54 sc'S4 s s 54 51 51 51 94 c,48 z c,e84 48 48 3 c. 48 44 a c N 4 03 v c 42 c•42 3 c 98 cr77 zc 69 90 72 61 51 mph 21.27 110 108 103 93 93 93 A A A A A A 72 72 72 64 64 6459 59 59 SS 55 55 52 52 52 49 49 09 48 4860 48 45 45 45 03 43 43 104 80 78 81 62 28-45 107 107 99 92 92 92 A A A 78 A 78 72 72 R 67 67 64 64 59 59 58 S4 S4 5a 52 52 52 49 49 49 48 48 N 05 45 45 101 89 A A 72 60 95 8.20 112 96 93 96 96 83 A 79 79 78 78 78 72 72 R M 64 64 58 58 58 54 S4 54 53 51 51 48 N 42 42 42 89 72 mph 212) 1103 101 96 3 93 93 79 79 A A 79 A 72 72 72 64 64 6459 59 59 55 55 55 52 52 52 09 49 49 N N N 45 OS 43 43 43 97 73 76 61 58 5 lo] 105 96 92 92 92 A A A R 72 R 67 67 67 64 61 64 58 58 58 54 52 52 52 N N 45 45 45 96 1W 8-20 112 87 )e 79 79 78 78 78 78 72 72 72 64 64 64 58 58 58 54 54 54 51 51 53 N N N N 42 42 42 82 67 59 64 50 39 m h 21-27 110 96 89 93 93 89 79 A A A A A 72 R 72 64 64 59 59 59 55 55 SS 52 52 53 459 C9 49 N N 48 0445 CS 45 43 43 13 91 73 fib 72 59 51 0, 5 307 99 89 92 92 89 A 3479 A >e 67 64 64 fi4 58 58 58 54 R 52 52 N N .4 N 45 K 45 89 A72 65 58 los 8-20 107 82 73 96 82 73 73 78 78 73 72 72 72 64 64 64 58 58 58 54 54 54 51 Si 53 48 48 N 48 48 N 02 43 42 76 64 51 59 43 33 m h 21-27 110 89 93 89 83 79 A A 79 79 79 72 72 71 64 64 M 59 59 59 55 55 55 52 52 52 49 49 49 48 4848 45 45 45 43 43 43 86 69 6a 69 54 45 P 28-45 106 96 84 92 92 84 79 79 A 78 70 70 73 72 72 67 67 67 58 50 54 54 50 52 52 52 49 49 49 49 48 48 45 45 80 66 61 61 54 110 a-20 99 69 96 77 69 A 77 N 69 23 72 69 64 6a 64 Sd 54 58 54 54 54 51 51 51 N N N 10 44 44 42 42 43 72 59 30 m h 21-45 101 E4 79 93 80 A A A A A A 79 71 72 72 60 60 64 59 59 59 55 55 55 52 51 52 09 49 59 N 48 N 45 45 45 43 43 43 el 65 60 65 p 5 32 60 93 90 90 A A A 78 70 78 72 60 M 58 58 58 SI 54 52 52 52 49 49 49 N 45 45 45 A R 64 64 58 48 115 8-20 92 7343 64 73 64 7333 64 78 73 64 R 72 64 60 60 61 54 51 Si Si N N N 66 33 28 mph 21 27 99 93 A )4 79 74 A A 74 72 72 R 60 M 64 59 59 59 55 55 55 54 54 52 52 52 52 N N N 45 4S 43 _13 43 ]7 68 50 64 35 28 45 96 BS 76 IB A 76 72 72 72 67 67 67 60 50 s4 51 54 52 52 SZ 49 19 19 48 N OS 61 220 8-20 85 69 61 45 69 61 A 69 61 78 69 62 72 69 61 60 64 61 58 58 58 54 SO S4 51 51 51 N N 4848 44 61 44 44 42 42 02 32 48 32 ZS mph 21-27 96 75 )E 93 75 72 79 75 7279 75 72 72 72 7264 64 60 59 59 59 55 55 55 52 52 52 49 09 09 48 48 4805 45 45 03 03 43 73 58 45 60 30 91 81 72 91 81 R A 79 R 78 78 72 72 72 72 67 64 64 59 59 58 54 54 54 52 52 52 49 49 49 48 48 48 45 45 45 72 66 57 58 50 38 130 8-20 75 61 48 75 61 48 75 61 4875 61 4872 61 48 60 61 48 58 58 48 S4 54 N 51 51 08 N 48 0.71 . 48 4840 44 M 12 42 42 55 32 16 39 I6 21 mph 21 27 85 N 6485 6479 68 64 A 68 6472 68 60 6464 6459 59 59 55 55 55 52 52 52 49 49 49 N 48 4845 45 45 43 43 43 66 53 32 25 28 45 93 74 65 04 65 77 70 65 77 74 65 72 72 65 66 66 65 64 64 58 54 54 54 52 52 52 09 49 49 N N N OS 45 45 32 2d08.20 66 51 66 51 36 66 51 66 5] 66 60 51 58 51 36 54 51 36 51 51 N N 36 N N 36 42 42 36 18 mph 2g.45 76 64 5S ]8 64 55 78 63 55 78 64 55 72 64 55 64 64 55 59 59 55 SS SS 55 5 52 49 49 49 N N N 0435 45 45 43 43 43 61 30o- ®e7 30 6B ]6 68 75 68 fi0 75 N 60 69 N 60 64 60 60 61 61 6044 58 58 58 54 54 50 52 Si 52 09 49 N N 4345 IS IS 45 59 50 � 26 8 20 60 39 '90', 60 39 90;:. 60 39® 60 39 60 39 30 60 39 30 58 39 F 50 39 51 39 '30' N 39Mil a: 150 N 39 42 39 3] '$' 16 m h 21-27 52 72 55 42 72 55 55 42 49 N N 43 43 42 55 �..29 12 v - 2 6a 2 64 S< R 69 6] 60 64 Eo 56 56 54 54 54 53 52 52 09 4 N de N 45 45 45 50 . „x. ?9 22 28 0 60 50 54 50 60 54 9� 49 38 ...1',. 2® 66 44 ;:32„ 66 " 92«; 66 I 44 II66 44 66 " '.. 64 44 59 " SS N Ill52 44 32: 49 44 32'. 48 40 45 44 ■ 43 43 48 . 19 5 20 2.4 2845 64 59 42 64 59 42 64 58 02 64 58 42 64. 58 42 64 58 42 58 58 42 55 55 42 S3 53 02 51 51 42 49 49 42 48 48 42 45 45 42 38 24 29 26 19 � gyp ® 61 35 Ali 61 35 II 6135 ■ 61 35 61 35 , 61 35 3 SS 27 52 27 2.. 48 35 95 35 ■ mmmm 43 39 i. 16 30 18 12 mph 28 45 59 51 35 '69 51 35 59 S1 35 59 53 35 59 51 35 59 51 Si 35 54 51 35 52 51 35 50 50 35 49 48 35 Mt : ® 20 25 24 16 8-20 42 m m m m 1. `;. ,m m N 35 OS 0 5 m 'm @+Sa,.'. .17 34 21 24 12 1]s 21 27 S9 Q m m 0 Mr= .® m m®® 36 21 14 29 17 12 mph 2835 57 45 mm mm mm ® NEEMEMII c1161WINCEM ® Erimiltali mLlia® 29 26 29 24 22 14 180 8-20 39 Q 10 Q 0 '„N all1112' :.m ?:,' r• 'm 0 sp,—a:24 16 13 20 13 11 myh 27 57 m ® m 1 m N • 41 '� 41 ® NM, ..m m m11F ;r84 19 13 27 16 11 8.45 54 41 54 41 S4 41 54 54 g 54 50 53 1 < 3 19 43 : N 41 N 41 44 41 7,7.. 34 17 22 20 14 mn72'span In64"span min98 span 4 Note add[on nsm atop re9uement for CAMO module clamp See NoM10 on Page 3 for details. 9,02/09/2021 -=Shaded cells indicate conditions in wAich UFO uaaamp connector,opacityisexceeded.See Note 9 on page 2 for details. L12 t2 ril 192..- Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Gable) } -50-.M 0 ® a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4.70 of least horizontal dimension or 3 ft(0 9 m).If an overhang exists,the edge distance shall be measured from mii -- >-_ the outside edge of theoverhang hal The horizontale dimensions rhng used 11111 c „�.; p 90 et ® todi compute the edge distance shall not include any overhang I 2 3 ) 1 n distances. ASCE ) 2n 3r 1 zn _,- I g I B=Horizontal dimension of building measured normal to wind 7.16 2e 2r 2e 3r ELEVATION direction,in ft(m). Roof Zones 3e 2r d , ...Q.iVQd-@a'® h=Mean roof height,in ft(m). Fr3,re 2.ASCE 234,if Zorn.Loco2'.o rot came Poe. e=Angle of plane of roof from horizontal,in degrees. "Wind pressure loads used to generate the span tables for modules with maximum lengths of 86'and 92.5°are based on the wind tunnel study"Design Wind Loads for Solar Modules Mounted Parallel to the Roof of a Low-rise Building",referenced in ASCE 7-16 Section 29.4.4. 1.Sarah E.Stenabaugh 2015 Design Wind Loads for Solar Modules Mounted Parallel to the Roof ofa Low-nse Building,University of Western Ontario,Ph.D Program Dissertation. Rail: Hip Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation XR100 Max Module Length:67.5",Max Module SF:21SF Exposure B Wind a w. wound snow O psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 psf 110 psf 120 psf Exposed Mod. Edge Mod. Speed Slope (mFh)tdeg.) .ocvx crocvz a,wRa v v �"vJu w1 px �e"psc ocvx cro.vxc ocRs c.ocRx c.o"pz c"� rwptcrocpz p .ocpt vx co p3 cwatc wart ocvs crocRx crocRz cro.vac Wvtc p p w1.ecpx v) opsc wpx cncvx prowscrocRx crocus aoc .wvxc p m"px rocpa w 8-20 130 130 130 a 110 110 G 110 92 a92 c92 91 91_91 82 82 823c 74 74 a 74 sG 68 c68 68 61 64 64 60 60 60 57 57 57 54 c54 054 c51 51 51 49 09 130tc 130 128 xo 116 103 99 m h 21-2) Ill 131 131 1.05 89 89 8) 87 8) 81 81 81 Jb 6 2 7E 72 65 65 65 61 61 6l 58 58 58 55 55 55 52 53 52 50 50 50 131 131 131 131 112 112 p 28 45 ]28 128 88 BB 8) 8) 8) 80 )5 75 J2 72 J2 M fib M M M M 61 5g 58 58 55 55 55 53 53 53 138 128 124 1M 95 6-20 130 130 130 110 92 92 91 91 91 82 82 82 )4 >4 68 64 M 60 60 50 5] 57 57 54 54 53 SI 51 49 49 49 130 126 122 93 mph 2845 123 128 128 SOS 305 105 89 89 89 8) 87 8) 81 81 81 >6 >6 ]6 ]2 )2 ]2 65 65 65 61 61 6l 58 58 M 55 55 55 52 52 52 50 50 50 131 131 131 129 306 306 5 128 130 130 IN 303 303 88 BJ 80 80 80 7 JS 75 7 2 M M 60 6460 fi0 61 61 61 58 58 55 SS 55 53 53 53 326 126 138 33J 99 100 810 130 130 130 130 130 13D 92 92 92 91 82 82 )1 J4 J4 M 68 68 60 SJ 5) 5] M 50 54 51 53 51 49 49 130 121 336 302 92 mph 21 27 131 131 131 105 105 105 89 89 89 87 87 8] 81 81 )6 76 )6 J2 2 71 65 65 65 61 61 63 58 M 58 SS 55 55 S2 52 52 50 50 50 131 131 131 123 100 100 28-45 128 128 128 103 103 103 38 88 88 87 87 87 80 80 80 n 75 75 72 72 72 68 68 68 64 64 60 61 63 61 58 58 58 55 55 55 53 53 53 128 128 121 112 111 96 30S 8-20 130 135 130 310 110 97 92 92 93 91 91 82 82 J4 M 68 6B 64 69 M 57 54 54 54 51 51 51 49 49 126 114 166 BJ 83 m h 21 2I 131 131 131 305 305 OS 89 89 89 BJ 8) BI el el ei ]6 )6 76 ]2 )2 )2 65 65 65 61 60 63 58 58 58 55 55 55 52 Si 52 50 50 SO 131 326 126 13J 96 96 p 5 130 130 128 110 110 110 88 8J BJ 80 80 80 74 JS 75 68 64 .66 60 63 61 61 58 55 55 53 53 53 1262 326 814 9;7 105 89 110 810 130 130 328 130 130 110 9i 92 92 91 91 82 82 82 )1 )4 J4 fi8 68 68 60 W SJ 5) SJ 54 51 M 51 51 51 49 I9 122 10] 301 91 83 A m h 21 1J 133 131 331 105 105 305 89 89 89 87 67 87 81 BI 81 76 76 76 72 72 72 65 65 65 61 61 61 56 58 SS 55 55 55 52 52 52 50 50 50 131 118 118 Ill 91 91 p 2820 130 128 110 110 113 BB 9B 88 87 87 67 80 7 5 75 JS 7 2 7 2 7 2 66 68 68 64 61 61 61 58 58 58 55 55 55 53 53 53 128 128 ]09 103 100 60 115 8-20 130 338 110 1]0 110 92 92 9E 91 91 9l 83 68 M M M M M 57 57 SJ 54 54 54 51 51 51 116 lol 8) A )5 m h 21-2J 131 131 131 105 105 105 89 89 89 7 87 6] 61 BI 81 J6 76 76 J2 )2 72 65 65 65 61 63 61 58 58 56 55 55 55 52 52 52 SO SO 50 133 1125 312 106 8J 87 p 3820 138 123 12) 103 8J BJ BJ 80 80 80 72 J2 M 68 68 M 60 64 61 61 58 55 55 55 53 53 53 125 115 303 96 80 ]03 103 88 88 M 75 75 75 72 61 58 58 9] 120 a 130 123 116 110 ]30 330 92 92 92 91 91 93 82 82 82 74 74 74 66 68 68 60 60 57 57 57 50 51 54 51 53 51 49 49 49 109 96 91 83 75 73 m h 21 17 138 131 131 105 ]OS ]OS 89 89 89 87 6] 87 80 83 61 76 76 7 6 77 77 2 72 68 6S 65 63 61 61 56 56 58 55 SS SS 52 52 52 50 50 50 131 10J 307 101 83 83 p 28-45 128 lib 112 103 303 88 88 88 BJ 6) 8) 80 ]5 75 75 )2 I2 )2 66 68 68 61 61 61 58 58 58 55 55 55 53 53 53 120 118 9] 93 91 ]) 130 8-20 126 111 105 110 110 105 92 92 92 91 91 91 82 82 68 68 68 M 64 M 57 54 50 51 51 51 09 49 82 77 69 66 m h 21-2J 133 121 121 ]OS 105 105 89 89 89 BJ BJ 8J 81 81 76 6 ]6 72 J2 J2 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 132 96 96 93 J6 J6 P 128 111 ]03 103 103 BB 88 88 6] 8) W 80 JS 75 )5 )2 R .6 M 61 61 61 58 58 58 53 109 108 88 86 ]2 1W 8-20 114 101 96 110 97 92 91 91 91 82 82 82 68 M 68 M M M 60 57 57 54 54 54 51 51 51 49 09 72 M 61 m h 21-2J 131 111 111 ]05 105 1052 89 89 89 BJ 6J 87 61 81 81 J6 76 J6 72 )2 J2 65 65 65 61 6601 61 5B 58 58 55 55 55 52 52 M 50 50 50 113 88 86 72 J2 p 5 104 ]24 ]8 103 303 18 88 8J 80 80 80 JS 75 75 ]2 M 6460 6460 61 61 58 58 55 55 53 53 53 81 M M 150 1-2 128 92 105 0 92 91 8B 91 91 82 82 82 J4 74 J4 68 68 M 5) 5) 5J 54 Se SO 51 51 53 B1 )3 89 66 59 m h 21-45 115 114 93 103 103 93 89 89 67 87 87 81 81 81 76 76 76 73 72 18 65 65 65 M 63 61 68 68 68 55 55 55 52 52 52 50 50 50 92 80 80 79 65 65 p 28-45 115 I16 93 87 BJ 87 80 72 72 72 68 68 68 M M 61 61 61 58 50 58 55 55 55 53 53 92 90 72 59 160 a 80 96 85 80 92 85 85 80 82 82 80 74 74 J4 M 68 M 60 60 60 57 57 57 50 M 51 51 53 49 49 49 75 66 64 M 45 "A 21 2J 139 96 96 3 O9 96 96 89 89 89 e] 8] 8) 81 81 81 76 76 76 2 6i ]2 65 65 65 61 61 64 68 68 68 55 55 55 53 53 Si 50 50 SO 74 74 74 61 61 2B-05 107 105 BJ 103 8] BB Be 8) BJ BJ 8J 80 >5 >5 JS ]2 J2 )2 66 68 68 M M 61 61 61 58 58 58 55 55 55 53 53 53 B2 6] 69 65 49 1]0 B-20 88 M )5 75 7 5 88 J9 JS 62 >9 68 67 M M M M 5) SS:: M M 53 51 51 l3 M 59 r,h 21-2J 111 88 88 105 BB 88 B9 BB 88 8J 8J 87 81 81 81 76 )6 76 J2 J2 J2 65 65 65 61 61 61 58 98 SB 55 55 55 52 51 52 50 50 50 8] 69 69 69 M 50 p 5 300 9) 81 ]00 9) 81 el 8J BJ 81 80 80 80 )5 72 M M 68 M M M 61 61 55 55 55 53 53 53 65 60 40 176 810 65 76 6 5 J6 J2 BS )6 J2 85 J6 ]2 82 76 71 )4 7 4 7 2 667 68 68 M M 60 57 5) SSJ 50 54 50 51 53 51 49 49 49 68 60 53 55 38 m h 2117 9 7 84 84 ]7 84 M 89 84 84 87 84 84 81 81 81 J6 76 76 72 72 72 65 65 65 M M M 68 M 8 SS 55 55 S2 53 52 SO 50 50 80 66 66 M 50 50 P 2B-45 9) 93 )e 93 R BB BB )B 8) 8) 18 ]5 75 ]5 R Ji )2 fib M M M 61 61 61 58 58 58 55 55 SS 53 53 IJ J3 60 M 58 36 18o 8-20 83 J4 72 83 74 72 83 74 72 83 74 72 72 74 73 72 68 68 68 M M M 60 60 60 57 57 57 54 54 54 51 51 51 09 49 49 M 56 48 52 39 36 mph 21-27 103 82 8E 103 82 82 69 82 82 87 82 82 81 81 81 76 76 M 72 72 72 65 65 65 61 61 61 58 58 58 SS 55 55 52 52 52 5e 50 50 80 M M 65 68 48 28-45 93 91 75 93 91 75 M M M 88 88 75 87 87 75 80 80 75 75 75 75 72 72 72 68 68 68 61 61 61 58 58 58 55 55 S5 53 53 53 75 72 S 61 56 33 - -min M"span =min 48"span REV 02/09/2021 gm=Shaded cells indicate conditions in which MO Mid Clamp connection capacity is excelled.See Note 9 on page 2 for details. Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Hip) a a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3r k(0.9 Roof • m).If an overhang exists,the edge distance shall be measured from a"-20" 21`-27° 'Slope ' the outside edge of the overhang.The horizontal dimensions used ®Group Group Group Group Group Group Group�� Oa 0 a MI , to compute the edge distance shall not include any overhang 2 3 1 2 3 I distances. ASCE g B.Horizontal dimension of building measured normal to wind I ZonesIIIIIIIIIIIIIIIIIIIIIIII 4—+� o •o. ( ELEVATION direction,in tt(heig ( ) Roof - - h=Mean roof height,in m Firma 3.ASCE Roof Zane L1Oafrons to Hip lade 0=Angle of plane of roof from horizontal,in degrees. Rail: Hip Roof Flush Mount System Span Table��-Portrait~��_ �� ^��°== =~ ~~ ~d^~.~ to Psi M� °� °� =,^ °~ Exposure" °� In III PA .`"* `�pd ~p.sed~^. =~"� ��~~'~~~—~—^'~-'~-'~-'~^-~-'~-~—`-~-~�^-.^-~-~~^~~^�`^—^~~'~~'~~'~~^—^�~-^�f-'~~^—'�~-.~-~-~-'^-'�—^-^~'~~'~~' = .. � � � ~ � ~ ~ . ° ° ° ° ° ° " " . . � ° R ° ° ° = � � , " " ° ~ ° " " " ° ° ° 126 � = ~ ° ° -"�� U � � � � � � : : � � % � � % � � � � � � � � � ; :_� � � � � � � � � ~ � ~ ~ ~ � " " ° ° ° ° " ° " . . . ~ ~ ° . ~ ~ ~ ~ ~ . . . . ~ . " " " ° ° ~ � � ~ ~ . . "^ .~ ~ ~ ~ �11' � � ° " " " ° " " ° ° ~ ~ ~ . . . . ~ . . . . . . " " " " " " " , ~ " = ~ � ~ ° "° � � � � � � ° ° " ° ~ ~ ~ ~ ~ " " " � " " " ° = ° ° ° ° " ° ° S. ° " " " " 1-3 " � � � = " ° � .. � ° ~ ~ ~ ~ ° . ° ° ° ° " ° ° ° ° " ° ° � ° ~ ° ~ � ~ , , , " ° ° " " " ` ° ° � = " ° ~ . ~^.. ~ ~ ~ ~ � � ~ ~ ° " " " " " ° ° ° ° . " . . . . . . . ~ " " " " " " " " ° ° � ° � � ~ . . ~" � ° � � � � ° � " ~ ~ ~ ~ ~ ~ " " " " � � ° ° ° ° ° ° ° ° ° " ° ° " " " " ° " � � � ~ ° = "° .� � ° ° � � � " ° ° " . . ~ ~ ~ ~ ° ~ � ° = , ~ ° ~ � = ~ " " " ° " " " " ° ° " � " " ~ . ° ~� "° � � � � � ~ � , " ° ~ . . . . ° ° ~ � � " ° ° ° ° ° ° ° ° " " " " " " " ° ° ° � � � , " ° �~ � � � � � � � � � � � " � � � " " ^ ~ ^ ~ � ~ � � � " ~ ~ ° ° � � " " " " " " � � � � ~ ° "° ^° � � � � � ~ " " ° . . . . . ~ ~ " " ° ° � ° ° ° ° ° ° " " , " ° ° " " " ° ° ° , ° ° , ° ° `^ �� X � � � � � � � � � � � � � % � % � � � � � � � � � � - � � � � � "" ^~ � � U. ~ ~ � " ° " ° ° ° ° " " . . . ~ ° ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . . . ~ " " ° ~ ~ " ~ ~ ° ° ° `^ .~ = ~ ~ ~ ~ = ° ° = ° " " ° " " ° ~ ° " . . ~ . . . . . ~ ~ ° " " " " " " , ~ ° = ~ ° ~ ~ " °° ° � � � ~ � ~ ~ ~ ~ ~ . ~ ~ ~ " " " " � " ° ° � ° ° � ° ° ° ° ° " " " " " " ° � � " ~ ~ ° ~ ° ~ ~ � ~ . . ° ° ° ° ° ° " ° ° ° � ° � " ~ ~ ~ ~ ~ ~ ~ , ° ° ° " " " ° ° ° � ~ ~ " ~ ° mph as� � � ~ � ~ . ° " " " . " ° = ° ° � " � ° . . ~ ~ " " ° ° " " " " " " ~ ° ° � ~ . . ~ ~. ~ � = � � � " " � " " " " ° ~ " " " " " " ° = ° ° ° ° ° ° ° ° ° ° . � " " " " = ° = ~ 794 ° "" ~. � ° � � ° ~ " ° ° ~ ° . ~ ° ~ . ° ~ " ° ° ~ ~ ° = ° ° " , " ~ ° " " I. " ~ ° ° � � � ° . ~ ~� .~ ~ � � � U. � ° � " " , " ~ ~ . ~ ° ° " ~ . ° ° ° ° ° ° ° ° ° " " " " " " ° ° ° " " " � �� ° � " � � � � ~ ~ � " � � � ° � � � � � � � � � ° � ° ° ° ° ~ ° ^ " " " " ^ " � ~ ~ � ° " °" ~. " . " ° " � ° ° " ° ° " " " � . . . ~ ~ ~ ~ ° . ~ ~ ~ , , " ° ~ ° . . . . ~ ° " ° ° ° ° ° `^ .~ = . . � . ~ ~ ~ ° � " � ° ° " ° � . . . . " . " . . . ~ " � . . . . ~ ~ . ° ° ~ � � � ° ° °° � � ° =10' � ° � " ~ ~ ~ . ~ ~ ~ � " " � " " � ° ° ° ° ° ° ° ° °.° ° " " " " " " ° . ° , ° . "° ", Be " � ~ " � . . " . ~ " ° " " ~ ° = ° ~ ~ ° ~ ~ ~ ~ ~ ~ " , ° " ° " ° ~ ~ ~ ~ ~ . ~ ~ ~^ "° � . . ~ . . ~ . . ~ ~ . ° ° " ° . . . . . . ~ . . . . . . ~ . . " " " " ~ . ~ ~ ~ . . ~ ° ,, ~ ~ ~ ~ ~ ~ ~ ~ � " " ~ ~ ~ ~ , , , , ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ , , ~ ~ , , , , ~ ~ , ° , °, ^~ � � ° ~ " ° ° " = ° " ° = " ° . " ° ° ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , . ° ° " " " ° ~ ~ . ~ . . ~� "° " " ~ . � . ~ . . " " � ° ° ° " ~ ~ � " " ° ~ ° . ° ~ ° ~ ° " " " " " " ° ° ~ ~ ~ ~ . ~ �~ � ~ " � ° " � ° � � � � � � ~ ~ ~ � " " � � � � ° ° ° ° ° ° ° ° " " ° " " " � � ° � ° "° ^. " ° ° " ° ° . ° " . . ~ . ° ~ . ° ° = ° " " ° ° = ~ = " " , ~ ° " " " " ° ° ° ~ ~ . ~ ~� "= ° " " ° " " � " " ~ . ~ ~ . ~ . " � ° ° ° ° ° ° ° " ° " ° ° " " " " " " ° ° ° " " " ~ . 37 °. . ~ " . ~ ° . ° ° " " ° " ° ° . . . . . . ° . ° ~ ° ~ ~ . . . . ~ . . . . . . ° ~ . ° ° "~ ", " � ° " ° . . ° ~ . . ~ ~ ° ° " � ° ° ° ° ° ° I. � ~ " " " , " ° ° " " " ° ° ° ~ `^ "" " � " ~ . ~ ~ ~ ~ ~ ~ ° ° = = " ° ° ° ° ° ° ° . ~ . ° " ~ " " " " " " " ° ° ° ° ~ ~ . =~ ~. ~ " ° ~ " ° ° " ~ ° ~ ° - ~ ° . . . ~ " ~ ° ° ° ° ° ° . ° ~ " ° ° " " " " " " ° , " ° �� "~ ~. = ~ . ° ~ ° = ~ " - ~ . ~ ~ . ~ ~ . ° ~ ~ ~ ° " ~ ~ " " " ° . " ° ° " ° ° �� " ~� �� s., � �� 11 ��~~��°�=_��. ~~��~,~=.^~°� _~�~ Notation(Per��m Grouping mxscEr-10 Roof Zones(Hip) ".'om��w"�"�mm"�° �ow`°*�.�,�="�, � , �not less than either^mwleast horizontal dimension°o lit(0o m)-n �==�� m°�°w ��°�"mm�m�s�m m=�*�e�m��*��°,=�� 'lk-c ^ «ist°nces mzE u-x�,�m*m°�" m»mm�°.�"� m�� ,.o | =��-� *=�",m��. ~' normal �m jollollon ^.�°�=w�w*`mo,��o=` . M R9~,~=Roof^�-_.�Hip~^ v-Angle m plane m roof from horizontal,mdegrees. ' • Rail:` Hip Roof Flush Mount System Span Table(inches).Portrait or Landscape Installation XR100 Mao Module Length:67.5",Max Module SF:21 SF Exposure 0 Wand Roof r Ground Snow:o psf 10 psf 20 psf 30 psf 40 psf SO psf 60 psf 70 psf 60 psf 90 pst 100 psf 110 psf 120 psf Exposed Mod. Edge Mod. Speed Slope I (mpM1l tde6)cr pz c.aupzc pv px cp ca.pz cro.oxc o.otc�pscmapz c�o.px a�oopv c�o.p zlcrcup sc pt px GM ooz Group ic ouva crouPv c�wpx c�ouni Croup crwpz Group, r p o ro.ptc opx p Croupx aoi ovc ox ooi raucsc Group wpz ciwpx aiwpvam.pz Group 00 8-20 130 126,122x c 110 c 110 c 110 92 92 91 91 91 82 82 82 74 c 74 c 74 v Grp, 60 t Group v'c 57 z Croup x c 54 '50 c S6 v S1 c 51 c 51 09 c 114 100 78 75 0,h 21-2),131 131:131'305 105 305•89 89 89 87 87 87 72 72 72 65 65 65 61 61 61 SB SB 58 52 52 52 50 c 50 1314 112 112 305 B6 p 110 110 113 88 98 BB 8] 8) 87 75 75 75 72 )2 72 6B 68 68 60 62 fit 61 54 58 55 55 55 53 53 53 1 96 19 96 95 B-20 130 131 116 110 110 110 92 92 92 91 91 91 81 82 82 68 68 68 M 64 64 60 60 60 57 57 57 51 51 51 49 89 49 107 % 89 82 74 72 mph 21-27'128 128•121 103 103 103 89 89 69 97 87 87 80 80 81 76 76 76 72 72 72 65 65 65 61 61 61 68 68 SB 55 55 55 52 52 52 50 50 50 117 116 96 99 el 83 2645 118 328`321 103 303 88 87 87 8) 80 80_ 80 75 75 72 72 68 EB 68 6a 64 64 61 61 fii 58 58 58 SS SS 55 117 336 96 91 88 75 100 a 128 113 108 110 110 109 92 92 92 91 82 82 82 74 74 74 68 68 57 57 57 54 54 54 51 51 51 49 49 49 72 67 0 21.27 131 125 125 102 105 105 89 89 89 97 87 87 81 81 81 76 76 76 72 72 722 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 Sa 120 9) 97 6 77 77 28 65' 128 128 110 103 103 103 88 88 88 87 87 87 75 72 72 72 68 68 66 64 64 64 61 61 55 55 55 53 53 53 111 109 90 87 83 72 105 8-20 122 107 101 110 107 101 92 92 92 91 91 91 82 82 70 68 68 68 61 64 60 60 60 57 57 5] S1 51 53 49 89 49 91 82 78 74 66 64 • m h 21-2) 131 118 118_305 SOS 105 89 89 89 BJ 8I 8) 81 el el ]6 ]6 76 R J2 I2 65 65 65 61 61 61 SB 58 58 55 55 55 52 52 52 50 50 50 116 92 92 89 J3 ]3 p 5 ]28 l2B 108 103 103 103 88 80 80 75 )5 75 72 60 64 60 61 61 bl 58 58 58 SS SS SS 53 53 53 1M 303 ]9 67 330 8-20 114 '110 100 96 92 92 92 91 91 91 87 82 82 74 70 74 68 60 68 64 64 64 60 5)_ 57 5> 54 54 54 53 53 51 49_ 49_ 49 87 )8 71 ]2 64 • 21 23 131 111 132 305 105 105 89 89 89 e] e> e7 81 81 83 )3 % 76 72 3 2 R 65 65 65 61 60 61 58 58 SB 55 55 55 52 52 22 50 SO 50 309 e] e] 80 69 fig 28 45 li4 115 103 103 88 88 BJ 8J 8) 80 80 80 ]5 )5 ]2 68 68 68 M 64 64 61 61 61 58 58 SB 55 55 55 5 3 53 53 99 9 6 A 79 ]5 115 8-2 0 108 96_ 91 108 96 92 92 91 91 91 91 82 82 82 )4 744 ]4 6B 64 60 60 57 57 57 54 51 54 53 51 51 49 83 )4 J2 6) 60 56 mph 11-27 131 .5 105 105 105 105 89 89 89 87 87 87 81 81 81 ]6 .7 ]6 9i ]2 72 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 100 82 82 80 66 66 5 118 118 97 103 103 97 88 88 88 87 87 SS SO SO BO 75 75 75 72 72 72 fiB 64 61 61 61 58 58 58 55 55 55 53 53_ 53 96 91 75 75 72 60 .0 8-20 101 90 86 101 90 86 92- 90 86 91 90 86 82 68 68 68 64 64 64 60 60 63 57 57 57 54 54 54 51 53 51 49 49 49 79 72 66 65 SS SO mpla 21-27 126 100 100 105 100 100 89 89 89 87 87 87 el 81 81 76 76 76 72 72 72 65 65 65 61 61 61 58 58 SS 55 55 55 52 52 52_50 50_50 99 78 78 77 60 60 •• 8A5 113 112 92 103 103 92 88 68 68 87 67 87 80 80 80 R 75 75 72 72 72 fie 68 68 M 64 64 61 61 fil 38 58 58 SS 55 55 53 53 53 90 86 72 72 67 SJ 130 82O 91 82 _91 82 M 91 82 91 82 82 82 JB 74 3 4 3 4 60 57 57 53 54 54 54 51 53 53 49_ _ 3 2 47 45 mph 2127 114 91 93 105 9] 91 89 89 89 87 87 8781 81 81 )6 76 )6 R 99 93 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 88 72 72 72 57 S> • 28A5 103 101 83 88 88 83 87 87 75 75 72 72 72 6B 68 68 60 60 64 61 61 58 58 58 55 55 55 53 53 53 82 64 66 • .0 620 83 74_ 72 83 74 72 83 74 72 83 74 72 81 74 72 74 74 72 68 68 68 64 64 64 60 60 60 57 57 57 50 54 54 51 51 51 49 49 49 66 56 48 52 • mph 21-27 1M 63 83 SOB 83 83 83 83 87 83 81 el 81 76 76 76 72 72 72 6565 65 61 61 SS 58 58 55 55 55 52 52 52 50 50 50 80 64 64 65 48 48 26.45 96 92 77 96 92 77_ 80 80 77 75 75 75 72 W 6461 61 61 58 58 58 55 55 55 53 53 61 56 33 15G 65 67 63 73 63 65 67 65 63 65 74 3 7 65 fib 67 65 55 7 57 57 34 54 54 21 51 53 49 63 : 3 32 M6-264.5 96 75 75• 96 75 )5 ]5 75 87 72 75 80 75 75 75 75 69 2 2 69 65 65 65 60 63 64 68 58 68 55 55 55 52 52 52 50_• 50_ 50 J4 40 2820 8) 83 69 69 83 69 8) 83 69 80 ]2 72 69 68 68 68 60 64 63 61 61 55 55 55 53 53 53 69 27 160 1.2 72 64• 60 72 fie 60_ 72 60 72 64 60 72 64 68 64 60 60 57 57 57 54 54 54 51 51 51 49 53 35 29 37 mph 28-4 7E 60 88 72 72 88 62 ]1 86 77 72 80 72' R 73 71 72 69 69 69 65 65 65 61 61 61 68 68 68 55 55 55 52 52 52 50 50 50 68 35 35 28A5 )] 64 80 JJ 64 80 77 64 JS fie 72 72 64 68 68 60 60 61 61 58 58 58 55 55 SS 53 53 23 22 fro 820_% 57 57 49 66 57 09 66 57 49 66 57 09 66 57 49 66 57 09 64 5] 49 54 49 51 51 49 49 09 49 32 26 24 "Na"21.27 82 65 65 82 65 65 82 65 65 65 65 78 65 65 72 65 65 fib 65 65 60 64 60 61 61 61 58 58 58 55 55 55 52 52 52 50 SO_ SO 64 41 32 32 28-05 75 72 58 75 58 72 58 75 72 73 58 67 58 64 64 58 61 61 58 55 53 53 53 58 48 27 41 30 18 6 65 52 65 52 65 65 65 52 65 52 64 52 57 52 44 50 52 44 51 So 49 32 29 33 N 22 ]75 mph 21217 7 9 M 66 79 64 6479 6464 79 64 6477 68 6472 64 fi4 67 64 6460 6460 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 61 38 29 19 28-45 73 67 52 73 67 67 52 73 67 52 73 67 67 52 72 67 52 % % 52 64 64 52 61 61 52 58 58 52 55 55 52 53 53 52 56 40 26 39 27 16 .0 620_se es _ 02 68 18 64 60 02 6e 48 59 57 48 42 51 e8 42 49_ 48 310 4 1.O. 32 '24 23 mph 21 27 75 60 60 7755 60 60 W 60 60 75 60 60 75 60 460 0 72 60 40 66 60 60 64 60 60 60 60 60 S8 58 58 55 55 55 52 52 52 50 50 50 58 36 40 -28 28 28 71 65 1 72 65 44 72 65 65 40 72 65 73 65 72 65 04 % 65 40 64 60 46 60 60 1 41 58 58 14 55 55 41 53 53 44 50 37 37 "]6 15 AS L n 72.span 4 =min 64"span =inn 48"van REV 02/09/2021 mg.Shaded cells indicate conditions in which UFO Mid Clamp connection opacity is exceeded.See Note 9 on page 2 for details. 2t. sr Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Hip) r u a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 m).If an overhang exists,the edge distance shall be measured from the outside edge of the overhang.ha The horizontaledimensiOns used ®��Group Group . the edge distance shall not inclLMe any ovemang measured normal to wind zes ®®1®©�®® -�- ELEVATION direction,in r offt height, ( ) Roof h=Mean roof hei ht,in tt m. Figure 3.ASCE Pool Zone Locations Iry Hip%AN 0=Angle of plane of roof from horizontal,in degrees. 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Speed Slope oo 8-20 123 123 117 102 102 102 86 86 86, 84 84 84, 75 75 n . 68 68 64 64 64, 58 58 58 55 55 55 52 52 52 09 49 0 48 48 48 45 45 45 109 96 . 80 72 69 me:, 2:13:7 312210 0 1:41 1303 21 399" 399" 3:92 6 8: 8346 8 843 880 3 :43 :: 77: 1 75 75 64 6 60 69 64 69 14 64 10 64 00 64 560 9 550 9 550 9 35 3 OS 55 6 56 . :23' 55 23 3532 45'0 450"5:, 983,,, 443,81 08 48 OS OS OS ri :.: :- 75 ,1 5: :-:05 19 32 6 31 0 8" 91 09 92 19092 19092 19092 :6 98 36 :36 98 6 89 6 38 49 97: 97: 97 5 6 8 96 8"6 8"6 49 36 47 36 47 "5 8 3 45 8 3 45 8 35: 5"5 :: 53'2 35: 53 32 45: 45 9". 6 8 4 8 316 49 95 45 95 49 95 3996 8 3° 97 98 97 52 96: 6 47 2' P7P Sh 2:83.:27 72'57 211 12I'; 11 3:17 9'0622 19": '9978 :9:8 :8 4: :8:3 :8 4: 3812 38"32 :8 432 777:6 777:6 '77 i 3712 7:2 :2 :6 7 6:7 :4347' 6 4:: LI '6 43: 61 S35 9: :5:9 '35'36 :5'36 :5 236 435:3 5:'13 .5"93 5731 :9 91 ': 449':9 4759 449 i 3:6 3 99 87 79 ''98 0":6 657 16 :6 4'9 no B-20 . 96 90 102 96 90 86 86 86 84 84 84 75 75 75 68 68 68 64 ,64 64 58 58 58 SS SS 55 52 52 52 49 49 49 48 48 48 45 45 45 83 73 69 65 58 52 Wh 296:659 :9197 11575 re 9998 99: -9996 :93 :93 9893 :25 :32 9852 9756 6: '7'6 "2 "2 '7 92 6'47 63 47' 63 47 : 61 6 4" 35: 35 9"5 39 :: :: 35: 35 33 53'3 53: 9 31 9 31 51 44: 44: 44: 2:63 '39 72 '37 76 77: 73: 53 49 in 8-20 102 90 85 102 90 85 86 86 85 84 84 84 75 75 75 68 . . . . . 58 58 58 SS 55 55 52 52 52 49 49 49 48 48 48 45 45 45 77 69 . 64 SO 48 opts 2"8:35 21 12 21 1332 : : '9: : :: 38: 38 3"8 32 38 23 :23 to 77: 76 70 7272 63; 63 47 67 4 " 6 4"."5 93: 35: 35: 53:' 53 36 50 :3 56 30 50 50 44 9 40 44 39 3: :77 75 77 42 ,,,.. 8-20 96 65 BO 96 85 80 86 85 80 84 84 80 73 75 73 60 68 . . 64 64 339 58 58 55 55 55 52 52 52 0 49 49 48 08 48 45 45 45 73 65 64 59 48 42 21-27 120 96 96 99 96 96 84 84 84 83 83 83 76 76 76 69 69 69 64 64 64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 92 73 73 72 58 58 MO 28-45 106 106 87 98 98 87 83 83 83 82 82 82 76 76 76 72 72 72 67 67 67 . . 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 84 83 67 66 64 48 ,v., 8-20 87 77 73 87 77 73 86 77 73 84 77 73 75 75 73 68 . 68 . . . 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 67 59 52 51 38 35 85 85 73 85 85 84 . 84 83 83 83 76 76 76 69 69 PO . 64 64 59 59 59 56 56 56 53 33 53 50 50 M 48 48 48 48 48 48 84 66 66 65 48 48 96 n 97 96 78 83 83 78 '82 82 78 76 76 76 72 72 72 67 67 67 64 '. . 59 59 59 56 56 56 53 53 53 51' 51 51 4, 0' 49' 77 74 60 61 58 36 ,.. 8-20,78 72, 66 78 72 . 78 72 66 78 72 66 75 70 66 68 . 66 64 64 64 58 58 ,58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 61 48 . . ,92 30 40P0 28-45 90 87 72 90 87 72 83 83 70 82 82 70 76 76 70 72 72 72 67 67 67 . 64 64 59 59 59 56 56 56 53 53 53 51 51 51' 49 0 49 72 66' 48 56 48 29 SO8-20 72 64 60 72 6460 72 64 60 72 60 60 72 64 60 68 6460 64 64 60 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 54 37 34 38 ,28 26 I 74 72 72 69 69 69 . 64 64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 . 72 51 51 52 .34 34 "'Ph 328'436 896 690 9366 9893 66 99 33 7' 7667 3872 7807 .77 76 76' . 72 72 . 67 67 . . . . 59 56 56 56 53 53 53 51 51 51 . . 49 34' 48 37 24 ,,•,., 8-20 66 59 51 . 59 51 966' 95': 51 66 59 51 . 59 51 60 SS 51 64 59 51 58 58 51 5595 555 51 52 52 51 49 49 49 48 48 48 45 45 45 6555 32 30 33 25 24 ........ 27 83 . . 83 . . 81 . 66 80 66 . 73 66 66 68 66 . . 64 . 59 59 59 56 56 56 53 53 53 50 SO .' 48 48 48 48 48 48 65 40 40 45 30 M 'Ph 7278--43 76 73 60 76 73 60 76 73 60 76 73 60 76 73 60 72 72 60 . . 60 . . 60 59 59 59 56 36 56 53 53 53 51 51 49 . 49 59 56 27 40 30 19 uo 8-20, . 48 41 . 48, 41 . 48 47, . 48 41 . 48 41 EA 48 41 64 48 41 58 48 41 55 48 41 52 48 41 49 48 4 01 45 45 41 38 28 26 29 22 20 , 21-27 77 60 60 77 60 . 77 60 60 77 60 60 72 60 60 67 60 60 . 60 60 59 59 59 56 56 56 53 53 S3 . 50 50 48 48 48 48 48 48 59 34 34 38 26 26 "PP 2845 72 67 54 72 67 54 72 67 54 72 67 54 72 67, 54 69 67 54 65 65 54 . 64 54 59 59 54 56 56 54 53 53 53 51 51 51 49 49 49 54 37' 24 35 24 15 90 4 9'9 53 97 00 4 9 9 53 97 73: 97 73 31 45 49 53 97 00 2 5 9 5 9 3 3. 4597 51 45 9 53 97 35 36 54 9 :67 35 23 4 45 35: 45: "6 0 90 48 68 5489 944 48 4839 WI' 2845 69 65 44 69 65 44 69 65 46 69 65 44 69 65 44 69 65 44 65 65 94 . . 44 59 59 44 56 56 44 53 53 44 51 51 44 09 49 44 48 34 22 33 24 IS 920 58' . 35 58 00 35 58 40 35 58 00 35 58 . 35 58 40' 35 58' 40 35 58 40 35 55 . 35 52 . 35 49 40 35 .48 40 35 45 . 35 A4 25 24 26 19 18 180 21-27 72' 55 55 72 55 55 72 '55 55 72 55 55 72 55 55 65 55 55 . 55 55 58 55' 55' 55 55 56 S3 S3 53 50 50 50 48 48 48 48 48 . 51 30 30' 30' 20 20 MO 28-45 6460 37 66 64 37' . . 37 66 . 37 EA 64 37 . . 37 . 64 37 61 61 37 . 68 37 56 56 37 53 53 37 51 51 37 09 49 37 . 32 19 32 22 23 =min 727 span =min 647 span =min 487 span 7=Nom additional insRIMMn requirement br CAMO module clamp.See Note 10 on Pam 3 for details. 86V 02/09/2 021 III7 Shaded cells indicate conditions in which U60 NM Clamp comection cap.*6 exceeded.ke Note 9 on page 2 for detail, 47 Notation(Per ASCE 7-16) 47 Grouping of ASCE 7-16 Roof Zones(Hip) a=10%of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 ;:. m).If an overhang exists,the edge distance shall be measured horn the outside edge of the overhang.The horizontal dimensions used 111111111111111111111111111111111111111111 .0 ,,„ ,.._ _mai hi to compute the edge distance shall not include any overhang distances. 1 . B.Horizontal dimension of building measured normal to wind ASCE .•' ELEV8ATION I direction,in ft(m). R7oo-16f. 111111111111111111111111 h=Mean roof height,in ft(m). -.44.-' Figure 3.ASCE Roof Zone Loostona tor fhp Roots e=Angle of plane of roof from horizontal,in degrees. Rail:1 Hip Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation "Max Module Length)86'),Max Module SF:245 SF XR100t- Exposure B Wind Roof wound Wow 0 psf 10 psf 20 psf 30 psf 40 psi SO ps-P 60 psf 70 pf l. 80 psi. 90 psf. 100 pse 110 psf. 120 pa. Exposed Mod. Edge Mod. :;:g(1.11 Pop I Grow 1 Goa,i G,,,1 Group 2 Group Group I Group 2 Gr.,.3 GrOup 1 G,Oup 2 Group 3 0,0.1 e,94.10 2 Group,Group I Growl Gm.3 Group I GroUp3 Group 3 Grail,I OrOuP 2 GrO.P 40414..2 Gm, GrOuP14,WP2 4,,ouP,,...,,..0 2,..P M,,..P,,rou,...I,-..u...L,P,700017 90 8-20 116 116 116 97 97 97 82 82 82 BO SO 80 72 77 77 65 65 65 60 60 60 56 56 56 53 53 53 50 W SO 48 48 48 45 45 45 43 43 43 116 116 116 . 92 88 21.27 114 IM 114 96 96 96 81 81 81 Pk BO 80 73 73 73 M 66 66 64 64 64 57 57 57 53 53.' 53.' SI 51 51 48 . . 48 48 48 44 44 44 114 114 114 114 100 100 mph 28-45 111 Ill 111 96 96 96 81 81 81 79 79 79 74 74 74 69 69 69 M.l' 64 64 60 60 60 56 56 56 53 53 53 51 51 51 48 48 48 48 . . 111 111 111 109 111 96 ,, 8.20 116 116 116 97 97 97 82 82 82 SO 80 80 72 72 72 65 65 65 60 60 60 56 56 56 53 53 53 W 50 50 48 48 . 45 45 45 43 43 43 116 116 111 98 87 83 ., 48 . 111 111 111 . 165 88 .6 787-.2707 1,1,66 1717 66 71,16 97 97 97 8 2 8 2 112 80 80 80 72 7 2 72 6: 66 66 .60 60 .60 56 65 76 6576 65 65 65,3 6507 650 6507 .48 44 48. .4 5 .4 5 .4435 644363 . 664 3 71166 10376 7104 79720 .82 79: "l''''" 28-45 111 111 1141 :66' 9966 9966 5831 3831 71 79" "9 379° 2743 37: 37: 669 69 69 M "64 M' '602 60 60 56 56 56 53 53 53 51 51 51 48 48 48 48 48 . 111 III 109 99 99 84 n''''' 2845 111 111 111 96 96 96 81 81 81 79 79 79 . . 74 69 69 69 M 64 60 56 56 56 53 53 53 51 51 51 48' 4348 48.' 48 .• . 111 111 103 96 96 80 „n 8-20 116 116 116 97 97 97 82 82 82 80 80 80 72 72 72 65 65 65 60 W "60 56°6' 56: 56 53 53 53 50 50 50 48 48 48 45 45 45 43 43 43 112 96 92 82 74 77' mph21220 7 31316 116 7124 97 99 36 "6 so so :21 :: 98: "0 72 79 70M M M 60 72 72 76 76 65 60 64 74 60 64 56 56 77 :: :: 5 33 50 71 50 444 ' 78. 40 :58 : : 44:• 4.3 4 44"• 1°154 1331 13061 7 36 3727 67 -45 111 111 111 96 96 96 81 81 81 79 n 74 74 69 69 69 60 60 56 56 56 53 53 53 51 51 51 48 48 48 . 48 48 111 111 96 86 86 72 . 8-20 116 117 106 97 97 97 82 87 87 80 80 80 72 72 72 65 65 65 60 60 60 56 56 56 53 53 53 50 50 50 . 48 48 4.5 4.5 45 43 43 43 99 86 82 A 67 64. .p h 2.1:26,7 1714 114 114 99 66 99 66 99 66 68: 861, 11617 SO. 80 80 7763 7.3 :36 : 66,6 66 6, : 64. : 57 57 57 5,36 56 36 56 36 561, 561, 56 31 48,7 6411, 77 . . : 44. 44... : 1.1 46.. 79066 :66 :0, 6: . . 8-20 13136 130331'39363 97 97 96 82 82 62 80 ::' 8029 72 72 72 65 65 65 60. 60. 60. "6 56:' 56: 53 53 53 50 50 SO . . 48 45 45 45 43 43 43 89 78 74 68 64 59 140 2311-22°7 31°61 4' 19022 13032 :36 59 62 :63 :1"8:' 38 21 30 8 0 "0 :: 7;3 '723 73 : 66 5 " " 50 :67 77 5'67' 5"3 " '3 71 '5 1"5°I 78 :: 4.: 44: :85 54 54 54: 80 37 29 '7 29 760 6 mph 28-45 3 96 96 96 96 81 81 81 79 79 79 74 69 669 666 M 9 "' 64 64 60 60 60 56 '56 563 4490 53 53 53 51 51 51 48 48 48 48 48 89 73 72 69 58 8-20 3936' 111 74 74 80 96 84 80 82 82 80 80 80 80 72 72 72 65 65 65 W W 60 56 56 56 53 53 53 50 50 50 48 48 48 45 45 45 43 43 43 73 65 M 59 48 42 MO ,..„,h 21-27 US 96 96 96 96 96 81 81 81 80 80 80 73 73 73 W 66 W M M M 57 57 57 53 53 53 51 51 51 48 48 . 48 48 48 M M M 92 72 72 72 58 58 i'' 28.45 . 105 86 96 96 86 81 SI 81 79 79 79 74 74 74 69 69 69 M M 64 60 60 60 56 56 56 53 53 53 51 51 51 48 48 48 48 48 48 83., 82 67 W M,„49 . 8-20 88 77 74 88 77 74 82 77 74 80 77 74 70 72 72 65 65 65 60 60 60 56 56 56 53 53 53 50 50 50 48 48 48 45 45 45 43 43 43 67 60 55 52 ...:„r.....,0...,... 170 :' 'a s' 73 o' : l: 's's37 o' : 73 23 'i 23 68 73 666"66"665 5.° " " 7 7 " 7 7 " • 7 64 644 67 44: 4845 • 44:• 44: . 8 64 64 64 *42-92 ..". 28-45 91 90 74 91 W 74 81 81 74 79 79 74 74 74 74 69 69 69 M M 6410 W 60 56 56 56 53 53 53.' 51 51 51 48 48 48 48 48 . 72 69 57 58 52 r...... .,7, 8.70 78 69 66 78 69 66, 78 69 66 78 69 66 72 69 W 65 65 65 60 60 60 56, 56 56 53 53 53 50 SO SO 48 48 48 45.. 45 45 43 43 43 60 48, 39 43 l:....'rils,llir -- 21.27 98 77 T7 96 77 77 81 77 T7 80 77 77 73 73 73 M W W M M 64 57 57 57 53 53 53 51 51 51 48 48 . 48 48 48 44 44 44 76 59 59 60 39 39 .0 'th 28-45 88 87 72 88 87 72 81 81 72 79 79 72 74 74 72 W 69 W M M 64 60 60 60 56 56 56 53 53 53 51 51 51 48 48 48 48 48 48 69 67 51 56 48 ,,,.,..,1 1 8.20 75 67 M 75 67 64 75 67 64 75 67 M 72 67 M 65 65 M W 60 60 56 56 56 53 53 53 50 50 50 48 48 48 45 45 45 43 43 43 59 41 37 irr'll,,,i.. ..,.. 21-27 96 74 A 96 A 74 81 74 74 80 A A 73 73 73 66 W W M M 64 57 57 57 53 53 53 51 51 51 48 48 48 48 48 48 . . 44 73 58 58 58 C:.. li r1 I ll. r".." 28-45 85 84 69 85 M 69 81 81 69 79 79 69 A 74 69 69 69 69 M M M 60 60 60 56 56 56 53 53 53 51 51 51 48 48 48 48 48 48 67 M 44 52 44 rl-'.l.; =min 72"span =min 64.span =min Or span ll=Note,additiomi installation requirement for CAMO mode.oxen see No.10 on Pap 3.r details. SW 02/09/2021 MO=Waded cells.dicate conditions in which URI Mid Clamp connection rapacity is mceeded.See Note 9 w pap 2.r details. i e Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Hip) T .. . ,, a=10%of least horizontal dimension orb.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 Roof , m).If an overhang exists,the edge distance shall be measured from Slope 20 zr-27. 28.-45. • gal the outside edge of the overhang.The horizontal dimensions used i to compute the edge distance shall not include any overhang Grou, 6,0,, ••3•ceo (...;,,,, 6,..., 6-c...:o Ciro., Grouo CI=0 SI ill Group ,,x it3i, o o ,.. 6 I 1 I 3 I 2 3 distances. ASCE 1 2, 2e I 2e ! I 2, 2, Al I hik a B=Horizontal dimension of building measured normal to wind 3 7-16 ' ELEVAT1031 I direction,in ft(m). Zones 2 3 Roof 4:_.0' o. h=Mean roof height,in ft(m). 49-1,' Flgww 3 ASCE Roof Zono Locators roi Hip Roofs 0=Angle of plane of roof from horizontal,in degrees. 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Edge Mod. Speed Sbpe _ tmPhi t�gl coup l croup 2 Group3 Group ro Troup Group a croup 2 cup 3 Ger,3 Group z Group 3 cmuna c p p p p p p p p P p P Group1 upxc p Daps roPz Group 3 croup lco up ovs ouv2co v3 co vscmuvxc ouP3c ouv3 crwv3c o"P3 crouvlcrouvzcrouP3 0 116 _ _ eZ 82 81 81 81 73 13 crJ3 acr66 zcr66 zcr663cr61 sc'61 zcr61 ac 56 scr56 zcr56 z53 c53 53 50c50 50 43 40Il c.48 ac 45 45 45 M 44 M 104 % 66 77 72 67 • mph 21.77 114 114 114 5696 96 81 81 81 81 81 81 74 74 74 67 67 bJ 64 64 64r 57 57 57 54 54 54 51 51 51 48 48 48 48 48 48 44 44 44 114 100 100 96 77 77 28-45 111 111 111 96 96 96 81 81 81 BO 80 80 74 74 72 72 72 65 65 65 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 00 48 48 no 1n 92 86 85 72 • • 95 il6 109 97 92 97 82 82 82 81 81 81 )3 7 3 23 % 66 66 56 56 56 53 53 53 50 50 66 6a mph 2645 111 114 109 96 96 96 81 81 81 81 81 81 74 74 ]4 62 62 62 64 64 64 SJ SJ SJ 54 54 54 54 M 54 48 48 48 48 48 48 44 44 44 104 0 96 89 J2 )2 5 311 133 96 96 81 81 81 80 80 80_ 74 74 74 72 72 72 65 65 65 60 60 60 57 SJ 57 54 54 Sl 48 105 86 81 80 68 1W 8-20 no 102 97 97 97 97 81 73 73 73 66 66 66 61 61 61 56 56 56 53 53 53 50 50 50 48 48 48 45 45 45 44 44 44 90 79 75 69 64 59 mph • 21.27 114 113 113 96 96 96 81 81 81 81 al 81 74 74 74 67 62 67 64 64 64 57 57 57 54 54 54 51 51 51 48 48 48 48 48 48 44 44 44 111 88 68 84 60 68 5 111 111 103 96 96 96 81 81 81 80 80 80 74 74 74 72 72 65 60 60 60 57 57 57 54 54 54 51 51 51 09 49 09 48 48 48 99 99 81 77 76 64 820 96 91 97 81 73 73 73 66 66 66 61 61 61 56 56 56 53 53 53 50 50 So 48 48 48 45 45 45 44 44 60 74 72 65 59 54 mph 21 27 114 106 SW % 96 96 81 81 81 81 81 81 74 74 J4 67 67 67 M 64 64 57 57 57 54 53 54 51 51 53 48 48 48 48 48 48 M M N 105 83 83 79 65 65 2845 111 131 98 96 96 96 81 81 81 a 80 a 74 74 7 72 72 72 65 65 65 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 48 M 46 96 96 76 74 72 61 130 8.20 105 90 86- 9) 90 86 82 82 82 81 81 81 73 73 73 66 66 56 56 53 48 45 79 J2 6J 64 54 48 mph 21-27 140 100 00 96 96 96 81 81 81 al 81 el 7 4 76 74 62 67 67 64 64 64 S) 52 57 54 54 54 51 51 51 48 48 48 48 48 18 M 44 46 99 JB 78 ]6 64 64 5 I10 96 92 81 81 81 Bo 80 80 JO )4 J4 J2 J2 J2 65 65 65 60 60 to 5) SJ 57 51 54 54 51 51 M 1 49 49 48 48 48 J2 J2 58 135 620 98 85 81 97 85 81 82 81 73 73 53 53 54 50 50 50 48 48 •48 45 45 45 41 )4 66 64 59 46 mph 21.27 105 96 % 96 96 96 81 81 81 81 81 81 )4 )4 )4 62 62 6J 64 64 61 SJ SJ SJ 54 54 54 54 54 51 48 48 48 48 18 48 44 44 44 96 74 74 72 59 59 8.0 105 11 88 96 96 88 81 81 73 72 65 65 65 57 SJ SJ 54 54 50 51 51 51 49 49 49 40 48 48 84 83 68 67 65 52 in 92 al 92 8l 82 81 77 81 81 77 )3 73 73 66 66 M 61 61 56 56 53 53 53 M 50 72 M 39 m h 72 20 114 90 90 96 90 % 81 81 81 81 81 81 74 74 J4 67 67 67 64 64 66 57 52 SJ 54 56 54 541 51 51 46 48 48 4a 48 48 64 44 44 89 72 72 69 54 p 2845 101 101 83 80 )4 )4 22 22 J2 65 65 65 60 60 W 55 67 SJ SJ 54 54 54 51 51 51 19 19 19 40 M d8 % )9 65 61 64 45 64 130 8-20 83 73 69 83_73 69 82 73 6981 73 69 73 73 56 53 53 53 50 50 50 48 18 45 6154 35 32 mph 21 27 103 1 el % 81 a1 81 81 81 81 81 81 74 74 7 67 6) 67 60 64 64 57 57 57 50 54 54 51 51 51 48 48 48 18 48 48 44 M 44 BO 64 64 64 44 44 2845 92 92 76 92 92 76 81 81 76 80 80 76 70 74 74 72 72 72 65 65 65 60 60 60 57 57 57 54 50 54 51 51 51 09 49 49 48 48 N 73 72 58 59 55 34 1b 75 67 67 64 7 5 6> 5 67 64 7 2 67 64 66 66 64 61 61 61 56 56 56 53 53 53 50 50 50 48 464 48 41 30 28 mph 212iI 96 74 64 96 74 74 81 74 64 81 ]3 J3 73 6J 6J 6J 64 64 64 5) 5J 55 67 54 54 54 51 51 51 49 48 18 48 48 48 44 44 44 73 58 a 3> 3J 2845 85 84 69 85 M 69 81 81 69 M 65 65 57 57 57 54 54 54 51 51 51 49 49 49 48 48 48 67 64 44 52 42 27 350 820 66 61 .5 60 61 58 fib 61 58 fib 61 58 68 61 58 66 61 5a 61 58 56 56 56 53 53 53 50 50 50 48 4d 48 45 5 45 44 9 32 35 26 24 mph 2145 76 78 68 78 78 68 76 68 76 64_ 78 68 6> 69 6] 55 65 64 60 50 50 57 54 54 54 54 54 51 5a SI 48 48 4a 44 44 6J 34 31 64 66 69 69 64 65 65 W 60 60 60 57 SJ SJ 54 54 54 51 51 51 49de 34 21 160 2820 64 48 64 51 44 64 54 48 64 54 64 66 52 46 48 48 48 44 29 2J 32 24 21 mph 684. 1 2] )9 64 64 M 61 61 2) 61 64 )> W ba 2 60 64 65 64 6a 61 61 61 SJ 57 5] 54 54 M 53 51 51 M d8 48 48 48 48 48 64 44 60 7 1 28 28 2845 73 72 58 73 ]2 58 73 72 58 66 68 58 M 64 58 60 60 58 57 57 57 54 54 54 51 51 51 49 48 b 25 37 28 17 1)0 8-20 59 62 32 59 37 59 59 59 59 59 56 53 50 3] 48 42 37 45 42 37 41 12 36 26 24 27 20 19 mph 2 27 68 SB I4 5a 58 ]4 58 48 78 58 69 58 58 61 58 58 60 8 58 SJ SJ SJ 54 54 54 51 1 51 48 18 48 48 48 48 444 40 21 35 24 24 8-1O 65 55 65 38 55 38 44 55 35 fib 65 6a W 44 41 38 M 49 38 44 44 b 21 32 14 18 1]5 1-2 55 38 34 55 34 55 38 34 55 38 34 55 38 34 55 38 34 53 38 34 50 38 34 48 38 34 45 44 24 23 26 19 18 mph )2 64 54 72 54 54 72 64 3a 72 54 68 54 64 54 54 34 5) 54 54 54 54 58 5 5 51 48 51 46 4a 4d 48 10 44 K 29 33 21 7645 24 65 64 38 65 64 36 65 64 38 65 61 M 65 64 64 M38 64 64 38 59 59 38 57 57 544 544 38 51 51 38 49 49 38 48 M 38 42 32 19 20 23 14 I80 8,0 51 35 32 51 _ 32 SI 35 32 51 35 32 51 35 32 51 35 32 51 35 32 Sl 35 32 51 35 32 So 35 32 48 35 ".3Z 24 23 24 38 17 mph 2127 68 48 68 48 48 68 48 18 68 46 44 68 48 51 54 34 51 51 34 08 48 44 44 44 44 28 17 22 12 12 28 45 64 59 36 60 59 34 64 59 34 64 59 34 64 59 34 64 59 34 ba 59 34 59 59 34 56 56 34 51 50 34 51 51 34 49 49 36 48 48 34 38 28 17 29 19 12 rw=min 72"span 4 = n =min •=Note:additional installation requirement for CAMO module clamp.See Note l0 on Page 3 for derails. REV02/09/2021 ®=SM1aded cells hMiwfe conditions in which UF0 Mid Clamp connection rapacity is exceeded.See Note 9 on page"or details. Y;,r Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Hip) —,D a=10/of least horizontal dimension or 0.4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 fj; m).If an Overhang exists,the edge distance shall be measured from the outside edge of theioverhang.The horizontal dimensions used Group Group t o f02., o •r to compute the edge distance shall not include any overhang ®®®®®® ) ® ; distances. ASCE 1111111111111111111111111 g I B=Horizontal dimension of building measured normal to wind 776 ELEVATION direction,in ft(m). zones "�— h=Mean roof height,in ft(m). Fgura 3 ASCE Roof Zone Locations for Hip Roole e=Angle of plane of roof front horizontal,in degrees. ""Wind pressure loads used to generate the span tables for modules with maximum lengths of 86°and 92.5"are based on the wind tunnel study"Design Wind Loads for Soler Modules Mounted Parallel to the Roof of a Low-rise Building',referenced in ASCE 7-16 Section 29.4.4. 1.Sarah E.Stenabaugh 2015 Design 144nd Loads for Soler Modules Mounted Parallel to the Roof of a Low-rise Building,University of Western Ontario,Ph.D Program Dissertation. Rail, :, Hip Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation ..Max Module Length:92.5,Max Module SF:29.5 SF XR/00' Exposure B Wind Roof Ground Snow:0 psf 10 psf 20 psf 30 psf 40 psf Si psf 60 psf 70 psf• 80 psi. 90 psf• 100 psf• 110 psf• 120 psf• Exposed Mod. Edge Mod. Speed Slope 8-20 112 112 112 96 96 96 79 79 79 n 77 77 72 72 7 2 64 64 64 58 58 58 54 5954 51 51 51 48 48 08 48 48 48 44 . 44 48 42 42 112 112 112 101 89 85 mph 22 83.-42 75 107 107 107 92 92 92 79 7 79 77 99 7 78 7 78 37 68 72 72 77: 0 46 5 456 6 400 50 04 69 55 85 5945 54 55 42 54 55 42 45: 54 91 45 91 :9 : 44 69 48 4 48 48 45 45 45 107 107 107 106 19077 99: 95 120 112 1102 11: 96 9,6 9,6 779 79 79 77 77 ;7 7 2 7 2 7 2 EA 64 64 55: 5, 5.9 554, ,54, ,54, 1, 5,1, :I, : :89 489 48 : 48. 4044 44 02 42 42 112 110 105 96 84 80 m P h 22 83 i 42 75 31 03: 31 03 7 31 30 7 :32 99 2 :2 7: 7:7 9 717 9 77 68 77 86 7 68 77 22 77 22 77 22 65: r6 646 6 . . . 5 8 S 8 5 8 5 4 5 4 . 5 1 5 1 45 1 44: 9 9 4 9 4 8 4 8 4 84 4 44 35 44 35 44 35 31 03: 31 0" 31 0" 31 0"1 Ili 98 26 .„, 8-20 112 112 112 96 96 96 79 79 79 77 77 77 72 72 72 64 64 . 58 58 58 54 54 54 51 51 51 48 48 . 48 48 48 44 44 44 42 42 42 112 103 98 89 n 76 ,,,, -20 112 112 112 96 96 99 n 79 79 77 77 77 72 72 7 7 64 . 64 58 58• 58• 54 54 S4 SI 51 51 40 48 48 48 48, 08 . 44 44 42 42 42 112 97 92 84 75 72 r...; 26.9 9. 7 9,9 7 97 ,10 8-2 07 112 112 112 96 9 6 96 79 7979 77: 777, 7779 7.7 772, 772, 772, 64. 55. '.56: "58 58• 55:• :4, 5545 5545• 5,1, 5,1, 551, 48 48 48 08 48 48 04 .44 44 42 442, 442, 1,06. ,901, 1• 8061 :0, 7.2 68,9 rr.h 2283-42S 3130: 310'7 3103°7 :23 99; :32 7979 . 79 78 78 78 72 72 72 66 :46 65: 6459 .59 . 58 58 58 54 54 . 4591 4591 :: 44: 44: 44: 48" 48, 46", 44: 45 45 107 107 96 87 87 74 ,,, 8-20 112 112, . 96 96 96 79 79 79 77 77 77 72 72 72 . . . 58 58 58 54 54 ,54 51 51 51 08 48 48 48 48 48 44 44 44 42 42 42 100 86.• 82 76 68 65 99;.' :; 99 32 3 97 9 7 97 9 7 97 9 7 67 8 77: 767 8 77 22 77 22 7 27 2 "6 6 65 46 6: .5 5 6 45 9 56: 55 83 55 58 55 85 :24- .5 2 5.2 :91 45: 45 91 44 69 44 69 :9 40 48 44 48 4 40 8 44: 44: 44: 31 03: 19 50 7 : 98: ,,, 8-20 112 106 . 96 96 96 79 79 79 n 77 77 72 72 72 . 64 . 58 58 58 54 54 54 51 51 SI 48 48 48 48 . 48 00 44 44 42 42 42 96 81 T7 n as m 1. 8-20 111 96 91 96 96 91 79 79 79 77 77 77 72 72 72 .• . 64 58 58 58 . 54 54 51 51 51 48 48 48 48 . . 44 44 44 42 42 42 84 73 72 66 2197 110 IOS 105 93 93 93 79 79 79 78 78 78 72 72 72 . . . 59 59 59 55 SS SS 52 52 52 49 49 49 48 . 48 44 44 . 43 43 43 100 82 82 86 65 65 .1917 28 45 107 107 97 92 92 92 79 79 79 78 78 78 72 72 72 66 66 66 64 . . 58 Sr 58 54 59 54 51 Si 51 . 49 49 48 48 48 45 45 45 92 96 76 70 73 61 1 41 261177 ;:03 69: :26 99 35 :35 69 23 77: 7 97 9 77: "7 8 7 77 8 ;87 77 22 77 22 77 22 5 4. 64 4 : 55 55: 55: 55 45 5545 55 45 55 32 55 32 55 32 44 69 48 40 "4 8 48 8 48 44 44 44 44 0 44 23 44 44 23 97 56 57 75 64 5 5°I 4 6 0'- 48n.2'.28-45 106 107 89 92 92 89 79 79 w 78 78 78 72- 72 72 9065 66 . 64 . 58 58 58 . 54 54 51 51 51 49 49 49 48 48 48 45 45 45 85 84 72 69 67 57 ,,, 120 91 79 76 91 T9 76 79 79 76 77 77 76 72 72 72 . 64 . 58 58 58 54 54 54 51 51 51 48 48 48 48 48 48 44 44 44 42 42 42 69 61 . 55 43 39 21 27 110 88 68 93 88 t. 79 w 79 78 78 78 72 72 72 . 64 64 59 59 59 55 55 55 52 52 52 49 . 99 48 NI 48 40 44 44 43 43 43 87 69 69 69 SO SO .1717 ' 28 45 99 100 82 92 92 82 79 79 79 78 78 78 72 72 72 66 . . 64 64 . 58 58 58 50 54 54 51 51 51 49 49 49 48 08 48 45 45 45 79 77 . . . 48 „. 890 83, 73 72 83 73 72 71 73 72 77 73 72 72 72 72 . . . 58, 58 58 54 59 54 51 51, 51 ,413 . 48 48 48 48 44 44 44 42 42 42 . 54 48 48 96 33 48 : 4 44 9 ,.,0 890 77 67 64 77 67 . 77 67 . 7 7 67 64 72 67 . 64 . . 58 58• 58• 54 54 54• 51 51 51 541; 5438- 548 48, 48 48 44 40 44 42 42 42 59 40 38 43 32 29 i 75 8-20 74 65 . . 65 . 74 65 . . 65 . 72 65 . 64• 64 . 58 58• S8• 54 54 54 51 51 51 48 48 48 48 48 48 04 44 44 42 4Z 42 55 39• -3S 40 . 27 m p h 2.I :3 7 3 9 2 :3, 7,37 7.8 7,: 7,37 77 7, ;39 76.37 ;2, ;2, 76 27 .. : : .5 9 5.9 5.9 5,: 5,: 5.5 5,42 5,: 55: 45 9, :9, ,4 9, 44: 44 :4, .., .. :3, :3, :35 .7 2 :45 4 45 92 5,8, 3,,,: 23 i. 8-20 72 642 :07.' :32 . 60, 72 . 60, 72 64 6 0 7 2, 6 9 FA 64 . 60 58 58 58 54 54 59 51 51 51, 48 48 98 48 08 48 44 40 44 42 42 42 51 35 ,,,,,,p 311 28 26 77: 7,2, :9, 77 2, 7,25 ;89 77 2, 7,2, 77 7, 72 7: :2, 72,7 72 32 7:7, :6 4, :6: :6 3 I, .5 9 5.9 5.9 55: 5,: 5.5 5,: 5.2 55: 45 9, :9, 4,9, 4.9 : : : 4.4 4.4 :: :3, :35 6 9. 59 0, 5 0,, 45 3 0,9 ,3 9, =min 722 span =min.2 span =min 482 span ,Note:addixonal installation requirement for PAINO module slarnp.See Note 10 on Page 3 for de.ls REV 02/09/2021 gm.shaded seas indmate cond..,in which UFO Mid CNrnp connection capacity is...deft_.e Note 9 on page 2.r deeds . Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Hip) --rt : , a=10%of least horizontal dimension or 0 4h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0 9 i m).If an overhang exists.the edge distance shall be measured from III.....-.,....www..,,,,,,ww".....ww,,www. 1.1%,Set-.1,..18.04.1491011%;041.0 11111111111111111111111111111111111111111111111111 ,,,,, :, _....ai the outside edge of the overhang.The horizontal dimensions used to compute the edge distance shall not include any overhang distances. h ZRXC'S 111111111111111111111111 I 8 ELEVATION I 8=Horizontal dimension of building measured normal to wind direction,in ft(m). h=Mean roof height,in ft(m). Figure 3 ASCE Rod ZDne Locahons 1 9 6 18pRoats 0=Angle of plane of roof from horizontal,in degrees. *Wind pressure loads used to generate the span tables for modules with maximum lengths of 86°and 92.5"are based on the wind tunnel study'Design Wind Loads for Solar Modules Mounted Parallel to the Roof of a Loop-then Building,referenced in ASCE 7-16 Section 29.4.4. 1.Sarah E.Stenabaugh 2015 Design Wand Loads for Solar Modules Mounted Parallel to the Roof of a Low-rise Building,University of Western Ontario,Ph.D Program Dissertation. Rail- Hip Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation "Max Module Length 92.5",Max Module ST:29.5 SF XR 00 Exposure C Wind Poor Ground Snow:0 psf 10 psi , 20 psf 30 psf 40 psf 50 psf 60 psf , 70 psf• 80 psi' 90 psi. 100 psf• 110 psf• 120 psf' Exposed Mod. Edge Mod. Speed Slope . 8-20 112 112 112 96 96 96 n 7 9 n n 7 7 7 7 72 72 72 64, 64 64 58 58 58 54 54 54 51 51 51 48 08 48 48 48 48 . 04 . 42 02 42 111 96 90 83 74 72 as 21 27 110 110 110 93 93 93 79 79 79 78 78 78 n 72 72 . 64 . 59, 59 59 55 55 55 52 52 52 49 49 . 48 48, 48 44„ 44 44 43 43 43 110 105 105 100 81 81 .'28.45 107 107 107 92 92 93 79 79 79 78 78 78 72' 72 72 . 66 66 . . . 58 58 58 54 54 54 51 51 SI 49 49 49 48 48 48. :S,, :52 45 107 107 97 90 90 76 . 282.2202 ;12.: 1,120 1212920 :63 9463 9963 2799 .79 792, 47 72 7„ 7.722 44. .44 :44 5,8 5, 5,44 5,: :12 5,12 5421 44: 44: :84 48. 48. :84 :04 . 43 43 :23 1302.3 84: 9844 7484 '''''' 28 45 107 107 107 92 92 92 79 79 79 78 78 78 '7'2' '722 72 66 . 66 649 649 :' '5: 58 58 54 . 54 51 51 51 09 49 49 48 48 48 45 05 45 107 107 91 86 85 72 .,.. .0 112 108 102 96 96 96 79 79 79 77 77 77 72 72 72 64 64 . 58 58 58 54 54 54 51 51 51 48 48 48 48 48 48 44 44 44 42 42 42 96 83 79 73 66 . - 21.27 110 110 110 93 93 93 A 79 79 78 78 78 72 72 72 64 . 64 59 59 59 55 SS SS S2 52 52 49 49 49 48 48 44 ' ' 44 44 44 43 43 43 110 92 92 89 72 70 mph 28-4S 107 107' 107 92 92 92 n 79 79 78 78 78 72 72 72 66 66 66 . 64 . 58 58 58 54 54 54 51 51 51 49 49 49 48 48 48 ,45 45 45 102 1. 85 81 80 68 i. 8-20 112 101 96 96 96 96 79 79 79 77 77 77 72 72 72 . . 64 58 58 58 54 54 54 51 51 51 48 48 48 48 48 48 44 44 44, 02 ax 42 . 78 74 69 64 . mph 22 r,,,T 103.7 1,os o7 I,01,0 9432 :32 :32 72: ;99 79 7284 ;84 728. ;2, 72 72 . 64 60 59 59 59 SS 55 55 52 52 52 49 49 49 48 48 48 44 4 44 43 43 43 110 87 87 84 69 69 72 72 66 66 66 64 64 . 58 58 58 54 50 54 51 51 51 49 49 49 48 08 48 45 45 45 97 98 80 77 76 . .0 8-20 111 96„ 91 96 96 91 79 79 79 77 77 77 72 72 72 . . . 58 58 58 54 54 54 51 51 51 48 48 48 48 48 48 44 44 44 02 42 42 83 73 n . 59 SS ., 21-27 110 105 105 93 93 93 79 79 79 78 78 78 72 72 72 . 64 . 59 59 59 55 SS SS 52 52 52 49 49 49 48 48 48 44 . . 03 43 43 1. 82 82 80 65 65 ".. 28-4S 107 107 97 92 92 92 79 79 79 78 78 78 72 72 72 . 66 66 . . 64 S8 58 58 . . 54 51 51 51 09 49 49 48 48 5 45 92 96 '76 . 72 61' „, 8.20 105 90 86 96 90 86 79 79 A 77 77 77 72 72 72 . 64 . . 58 58 S4 54 54 51 51 51 48 48 48 08 48 48 44 44 ". '"4'2 :2 4 2 7 9 7 2 6 6 6 4 55 50 r,,ph 224.4,7 120102 12.002 19002 9432 :32 :32 7924 7.9 79. 7.8 ;: 7284 ;22 ;22 ;22 : 64. r. S.: S.: .59 5.5 5,: 5.5 5,24 5,24 5,42 49 49 09 48 48 48 44 44 . 43 43 43 98 77 7 7 76 . 64 5.1 5.1 5.1 4.9 4.9 .49 48. 48. .48 0452 :52 42 82 8, 8.8 7.2 7.2 504: r Th 2:41 9:7, 12918 00, 289062 96:12 9:'32 94'32 98 4 132 9.979 "79 9;9 7998 7 7'8 77 7 72'2 92792 7 72 22 E " " 1 9 5.9' .'S'9 'S.'S 54 E. i'2, 9 65' Si 2, .0. 8-20 88 77 73 88 77 73 79 77 73 77 77 73 72, 72 72 . 64 64 58 58 58 54 54 54 51 51 51 48 48 48 48 48, 48 04 44 40 42 42 42 67 59 . 52 41 . rn_h 2214-27 109 B6 86 93 86 86 79 79 79 78 78 78 72 72 72 . . . 59 59 59 55 55 55 52 52 52 49 49 49 . 48 48 . 44 44 43 43 43 84 . . 67 51 51 • -45 96 97, 79 92 92., A 79 A 79 78 7B 78 72 72 72 . 66 . . ., 64 58 58 58 54 54 . 51 51 51 49 49 09 48 48 48 45 45 45 76 75 61 64 60 4 2 n 72 67 79 72 67 79 72 67 77 72 67 72 72 67 64 64„ . 58 58 58 54 54 54 51 51 51 48 . 48 48 48 48„ 44 44 44 42 42 42 61 48 41 45 33 32 ,, 21-27 99 78 78 93 78 78 n 78 78 78 78 A 72 72 72 64 . . 59 59 59 55 55 55 52 52 52 49 49 49 48 . 48 44 40 . 43 43 43 77 61 61 . 4 2 4 2 n''''' 28.45 88 88 72 88 88 72 79 79 72 78 78 72 72 72 72 . 66 66' .' . 64 58 58 58 SO SO SO 51 51 51 49 49' 49 48' 48 48 45 45 45 72 68 55 58 53 32 150 8 20 72 6661 72 64 60 72 64 60 72 64 61 72 5461 64 64 61 58 58 58 . 54 54 51 51 51 48 48 44 44 48 48 40 44 4442 42 . 54 38 32 89 29 27 . . 8.20 66 59 53 66 59 53 66 59 53 66 59 53 66 59 53 64 59 53 58 58 53• 54 54 53 51 51 51 48 48 48 48 48 48 44 44 44' 942 42 42 45• ' "' "• 34 25 24 ---,„ 21.27 83 66 66 83 66 . 76 66 . 75 5460 69 . 66 64 64 64 SO 59 59 55 55 55 52 52 52 49 49 49 48 48 48 44 44 44 43 43 43 kik° 41 41 48 32 32 n'..28 45 76 74 61 76 74 61 76 74 61 76 74 61 72 72 61 50 66 61 . . 61 54 58 58 54 54 54 51 51 51 49 49 49 48 48 48 4S 45 45 SO 57 ' 42 33 20 170 :„7, 6 1 50 442 44 :442324 38 41 r 7 27 rnith 28 45 ;72' : sIT 72 69 57 72 69 57 72 69 57 72 69 57 65 65 597 64 . 57 58 '5'8 57 54 54 54 51 51 51 49 49 . 44 44 00 49 48 x es ro se ru. Lr IT :: 4.4 38 48. .44 .38 44: 44'44 44"38' 944 3'2 4423 4383 WE 03 5 25 "th 28 45 69 66 53 69 5553 69 66 53 69 66 53 50 . 53 65 65 53 61 61 53• 58 58 S3 54 54 53 51 51' 5'1 99' 49 49 48 48 48 45 45 45 SO• 35 ,.. 8-20 57 41 35 57 41 35 57 41 35 57 41 35 57 41 35 57 41 35 57 41 35 54 41 35 51 41 35 48 41 35 48 41 35 . 41 35 42 41 35 -.0,l8 ...--,„ 2 1.2 7 72 55 SS 72 SS 55 72 55 55 72 55 55 66 55 55 . 55 55 58 55 55 SS SS SS 52 52 52 49 49 49 48 48 48 44 44 44 03 43 03 53 r''''''. 28.45 66 . 44 . . 44 66 . 44 . 64 44 66 . 44 . . 44 60 60 44 57 57 44 54 50 44 SI 51 44 49 49 . 48 48 44 45 45 44 . 32 0 min 72"span =min fett span =min 4.span •=NoM:404,04441 install.ix remurernent for CAW nt.u6 clamp.e Nom 10 on Page 3.details. 8E602/09/2021 am=Slaw%mdmam vandmons m which UFO Mid Clamp c.nection capacity is emeeded.See Note 9 on page 2 Mr details. Notation(Per ASCE 7-16) tlii.... \14 Grouping of ASCE 7-16 Roof Zones(Hip) a=10%of least horizontal dimension or 0 4h,whichever is smaller,-,, P.,..' '6 but not less than either 4%of least horizontal dimension or 3 ft(0 9 Roof m) If an overhang exists,the edge distance shall be measured horn tr-zof -- slope 1111L the outside edge of the overhang.The horizontal dimensions used 1111111111E11111111111111E11111111111111 gilli h to compute the edge distance shall not include any overhang distances. ASCE I 9 IIIII 1 I ELEVATION I B=Horizontal dimension of building measured normal to wind IIIIIIIIIIIIMII direchon,in ft(m). ,o. h=Mean roof height,in ft(m). 41-.." Figure 3 ASCE Roof Zone Locations for Hip Roots e=Angle of plane of roof from horizontal,in degrees. "lArind pressure loads used to generate the span tables for modules with maximum lengths of 86"and 92.5"we based on the wind tunnel study'Design IMnd Loads for Solar Modules Mounted Parallel to the Roof of a Low-rise Building",referenced in ASCE 7-16 Section 29.4.4. 1.Sarah E.Stenabaugh 2015 Design Wind Loads for Solar Modules Mounted Parallel to the Roof of a Low-rise Building,University of VVestem Ontario,Ph.D Program Dissertation. Rail:X Hip Root Flush Mount System Span Table(inches)-Portrait Or Landscape installation MOdUle Length'925,Max Module SF)295 SF XR3.1:0 Exposure D , Wk. Roof Ground Snow 0 psf 10 psf 20 psf 30 psf 40 psf SO psf 6o psi 70 psf. Ho per 90 pd. 103 psi' 110 psi' 120 pd. Exposed Mod. Edge Mod. Smed Sbne . 8-20 112 111 105 96 96 96 n 79 79 78 78 78 72 72 72 64 64 64 58 58 58 54 54 54 51 51 51 48 48 48 48 48 48 44 44 44 42 42 42 99 85 81 75 67 65 .eph 21.27 2 550 110 310 7 93 9„5 5 9 32 70 9 79 79 9 78 79 7 8 : 05 700 1 774 2 5 46 7 664 7 64 ." 59 : 55 Si 55 50 SO SO 75:2 :5:2 :5: : 44 44 46 : : 35 44 153 :50 7 : 98 33 73 77 42 382-2203 1 1 23 1 0.3 2. 99 36 99 63 :63 79 ;99 7 92, 72 8, 73: 27 ;; 72 22 7464 64 645,: 5,89 5,: 3543 54 ,S 12 5,12 5, 40 44 3409 4.844 00 :4 4 4 344, 49 23 :23 23 9 2 8.0 7 6 7 2 . 6 1 Mph 28:45 313 07 3107 104 92 92 92 79 79 79 78 78 78 72 72 72 67 67 67 64 64 . 58 58 58 55 55 55 52 52 52 0 49 449 485 45 43 45 3993'3 100 932 795 182 66we72 8-20 112 97 92 96 96 92 79 79 79 78 78 78 72 72 72 . 58 58 58 54 54 54 51 51 51 . 48 48 4: 48 48 44 44 44 42 42 42 85 75 72 66 60 57 2.75 107 107 194 0 7 :32 50 99 32 79 7 9 09 7 9 79 7 ; 74 .7 9 73 22 72 22 ; 36 43 36 43 36 42 53: 514 9 514 9 5.5 5,53 5,: 53: 5,2, 5,23 43 92 : 43 29 : 34.99 34: 34: 53 4.5 :3, :3, :33 190: :33 82 32 2.3 6 6. .5 8.20 106 91 86 96 91 86 79 7.3 n 78 78 78 722 ;22 72 . 64 64 58 58 58 54 54 54 51 :17 s5; 48 48 48 48 48 40 44 44 02 42 42 80 72 67 . 55 51 2213.237, 120102 123003 1,003 :3, :3, 9,3, 7 97 7,7 9 7 9,s ,7: 97 s 7,: 7 7 2 s6 47 . 5 9 5 9 .5 9 5 5s 5 5 55 52 09 48 48 48 05 45 45 43 43 03 . 78 78 77 64 64 ;22 ;22 ;22 6 7 6 4 3 5, 53: 5,: 5, : 35: 5.2 .5 2 .5 2 4.9 4 9 43 43 8 4 8 4 5 4 52 44 52 1 392, 8.8 73: 32 110 :1.2:7 :190 :56 :36 99: :53 3933 79" 7979 7979 7379 ;94 ;93 72 72 72 54. 6454 6454 55 59 59 55 55 55 52 52 52 49 49 49 48 78 48 45 454 4445 23 :3 43 96 74 73 6: 605 2845 105 107 88 92 92 88 79 79 79 78 78 78 72 72 72 67 67 67 . 64 64 . 58 58 55 55 55 52 52 52 49 49 49 08 48 48 45 45 45 84 83 69 . . 55 n 231":7 19150 g9 9 0" : :03 79 07 7 97 9 7.37 9 777 9 7 37 9 77: 77 97 : 77 22 77 22 5 :: :: 55 9 5 5 5 S S: :32 55 : : 4 84 : 45 : 32 44 23 '8 82 75 42 57 29 57 72 45 47 45°7 28-45 100 101 83 92 92 83 79 n 78 78 72 72 72 67 67 67 . 64 . 58 58 58 55 55 52 43 48 48 48 45 45 45 80 79 . 65 . 48 38;2303 88. 7363 73 9 3 883 763 7333 7929 72,6 7793 778 76 73 72 72 72 64 54 58 58 58 S4 54 :21 51 51 is 5482 48 48 08 43 44 44 44 42 42 42 50 .59 Si 52 36 'Ph 28:46 96 96 79 92 9 2 7 9 7 9 79 70 77: 78 7 979 77.22 77 2' 77 23 65 47 65 47 65 47 56: 645 60 44 905 5 55: : 45 92 44: : 44 85 4 84 5 44 35 44: 35 37 46 75 55 5 56 1 6 45 5 :607 8-20 72 . 60 72 . 60 72 . 60 72 . 60 72 64 60 . 64 60 58 . 58 54 54 54 Si 51 51 . 44 48 44 44 . 44 44 44 42 42 42 51 35 32 38 28 26 mPh 2845 80 79 65 80 79 65 79 79 65 78 78 65 72 72 65 67 67 65 . 58 58 58 55 55 55 52 52 52 49 49 49 48 48 . 45 45 45 . 61 35 48 39 25 8 20 . 57 50 . 57 50 . 57 50 64 57 50 . 57 50 . 57 50 58 57 50 54 54 50 51 51 50 48 48 48 48 48 48 44 44 44 42 42 42 42 30 27 33 24 22 60 76 64 . 69 . . 64 59 59 59 55 55 55 52 Si 52 49 49 49 48 48 48 45 05 45 43 43 43 m 38 38 45 29 29 .6/1 28 45 73 60 74 73 60 74 73 60 74 73 60 72 72 . 67 67 60 . . 58 58 58 55 SS 55 52 52 52 49 49 48 48 48 45 45 45 58 53 26 41 32 20 8.20 60 45 39 60 45 39 . 45 39 60 45 39 . 45 39 60 45 39 58 45 39 54 45 39 51 45 39 48 45 39 48 45 39 44 40 39 42 42 39 36 26 24 29 21 20 160 21.27 75 59 59 75 59 59 74 59 59 74 59 59 . 59 59 . 59 59 59 59 39 55 55 SS 52 52 52 49 49 49 08 48 48 45 45 45 43 43 43 Se 32 32 38 26 26 m".1"28 45 69 67 53 . 67 53 69 67 53 69 67 53 69 67 53 66 66 53 61 61 53 58 58 53 55 55 53 52 52 52 49 49 49 48 . 48 OS OS 45 50 38 22 35 26 16 170 8-20, 53 36 32 53 36 32 53 36 32 53 36 32 53 36 32 53 36 aM 53 36 -1"94 1° 36 ) .,i 51 36 12 48 36 Yilt, 48 36 66 44 36 9P142.' 02 36 24 21 25 19 17 m'M 28 475 . 61 53 55 60 56 1 53 5 CA 61 375 54 56 51 53 55 66 :71 35 64 671 375 :60: 607 53 55 55 57 55 57 53 55 55 55 55 55 35 55 45 .52 43 55 45 59 43 5'5 4s1 58 40 58 43 5 .4'5 "4 H 448, : 33 03 22 24 51 43 175 8 20 48 33 30 48 33 30 . 33 30 48 33 30 48 33 30 48 33' 3048 31 30 48 33 •jioo565 30 48 )53 30 48 33 30 44 "1% 30 42 mph 28 45 64 59 30 . 59 30 64 59 :C" 64 59 30 . 59 30 64 59 73: '607 59 30 57 57 30' 5 574 54 4 35 0 :5:2 75: :37: 4' 7' 3:0 476 47: :3:0 4. HH.111 16' 32 23 21: 8 20 as 32 ze as 12 28 45 32 28 45 32 28 45 Altikb3.. 45 32 28 45 32 28 ns 32 ,0) as os 45 32 26 449S 3: 28 44 ,7,3SMIlli 42 'TT 23 27 M 43 47 64 41 41 64 41 41 M 41 41 64 41 I al 00 43 43 m 43 43 54 41 41 51 41 41 49 41 43 48 43 41 45 4141 03 41 Elinall71 28 45 60 57 29 60 57 29 60 57 19 60 57 29 60 57 60 57 29 59 57 29 56 56 54 54 29 53 1 53 2% . as 29 4844 =min 77'.span =min span =013 Or span Note additional installabon requirement for CA810 module<lamp See Note la on Page 3 for details. REV 02/09/2021 ir& =Shaded cells Indica.1412,14,4 in which LIFO Md Clamp connection capacity is exceeded.See Note 9 ap page 2 for details. Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones(Hip) a=10%of least horizontal dimension or 0 4h,whichever ,is smaller, but not less than either 4%of least horizontal dimension or 3 ft(0.9 m).If an overhang exists.the edge distance shall be measured from • the outside edge of the overhang.The horizontal dimensions used 11111111 1111111111111 ION to compute the edge distance shall not include any overhang distances. Zones ASCE B.Horizontal dimension of building measured normal to wind 7-16 I ELEV8ATION I direction,in ft(m). 111111111111111111111111111 4o o h r.Mean roof height,in ft(m). --44- Figure 3 ASCE Roof Zone._op2itons fm Hip Roo,. 0=Angle of plane of roof from horizontal,in degrees. "Wind pressure loads used to generate Ihe span tables for modules with maximum lengths of 86'and 92.5'are based on the wind tunnel study'Design Wind Loads for Solar Modules Mounted Parellel to the Roof of a Low-rise Building',referenced in ASCE 7-18 Section 29.4.4. 1.Sarah E.Stenabaugh 2015 Design IMnd Loads for Solar Modules Mounted Parallel to the Roof of a Low-rise Building,University of Western Ontario,Ph D Program Eassertatton. PROPRIETARY AND CONFIDENTIAL O LO/O 1/202 °Ea.„b"°„»°"",°GE., 1 - ISPPOKO,ED '°w"°"�»°»"""»' MODULE MOUNTING SYSTEM I L L BONDING END CLAMP, CAMO di/ III - VARIES 1 1 1 11 1 I 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 =j .-__.___=:10 I ( I 1 1 I I I 1 I 1 I I I I I J 1 1 1 1 1 1 1 1 1 1 I I I I PV MODULE 'IIIIIIIIIIIIIIIIIIIIIIII IL l I l I I I I I I I l l I4,,A 1� I I 1 �� l NI WV XR RAIL I VARIES I ( 1 1 1 1 I' I I VARIES I-» VARIES T DETAIL C 1 1 ( ' 1 I 1 (MODULE GLASS REMOVED 1 ( FOR CLARITY) —�F-i • . 1 I I XR RAIL I I I ] I I I I I I I I (OPTIONAL 3RD RAIL) l l f l l l l l l l l l 1 1 1 I I 1 I 1 1 I 1 1 I 1 1 I 1 1 I SLOPE I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 II PLAN VIEW XR RAIL _t. 0111 ` PV MODULE IPMODULE MOUNTING SYSTEM �� BONDING END CLAMP, UFO XR RAIL PV MODULE 411alIMODULE MOUNTING SYSTEM V A IRONRIDGEi. BONDING MID CLAMP, UFO DETAIL A DETAIL B FLUSH MOUNT SYSTEM (MODULE GLASS REMOVED EX-0015 EXHIBIT: EX-0015 - Page 1 of 2 FOR CLARITY) MAY 31 2023 CITY f OF F TIr A' `) BUILDING DMe:ifm.;,1` ' PROPRIETARY AND CONFIDENTIAL 00/0 1/2021 MODULE MOUNTING SYSTEM ,E.,=vn"",Mo"" E1..IS...TEoPOOVOI.IN =`""° "'°""`""'°`" I BONDING END CLAMP, UFO / MODULE MOUNTING SYSTEM PV MODULE J BONDING END CLAMP,CAMO _' XR RAIL DETAIL D XR RAIL (MODULE REMOVED FOR CLARITY) PLAN VIEW DETAIL G 0.4 X L (MAX) D 1— SPAN I SPAN F 0.4 X L (MAX) r r u iii H U ili� U -11 EXISTING ROOF STRUCTURE MODULE MOUNTING SYSTEM 3/8"MODULE GAP BONDING MID CLAMP, UFO (TYP) PV MODULE PV MODULE ROOF ATTACHMENT (FLASHFOOT2 SHOWN .tilitFOR REFERENCE) liff Ill i 1� 1• 11. . XR RAIL OPTIONS,TYP: DETAIL E XR RAIL 3/8"BOLT AND NUT, (TYP) ROOF COVERING (BY OTHERS) ROOF FRAMING 3.0" IRONRIDGE DETAIL F (BY OTHERS) 2.44" II8 [—_ 1 1.75" FLUSH MOUNT SYSTEM I EXHIBIT: EX-0015 - page 2 of 2 XR 10 XR 100 XR1000 EX 0015