Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
Legend: DuSel Residence • = Sun Eye Reading Location RECEIVED Scale 3/32" = 1" , . u ae,.[. 1 ..„.. ,r.: -111 1 .,,.. FEB 1 12021 CITY OF TIGARD LIABILITY BUILDING DIVISION The City of Tigard and its employees shall not b- re por+sible for discrepant es which may appear herei . �� 200A Meter Main / \ /7 'f ---\ AC Disconnect \ _-_---- Approved plans, No Less Than 12"from Any Ridge . Inverter `hall be on job site. f, // j Tr 7 Residence � OFFICE COPY � VALIDITY OF PERMIT / /\\THE ISSUANCE OF A PERMIT CITY OF TIGARD BASED ON CONSTRUCTION REVIEWED FOIj/CODE COMPLIANCE DOCUMENTS AND OTHER — Approved•` [ DATA SHALL NOT PREVENT OTC: THE CODE OFFICIAL FROM t j REQUIRING THE CORRECTIO Permit#: I!`!\S\ZOZ\ — DO CS OF ERRORS.ORSC 105.4 '— 48' --a' Address: 13\, 4 SW Sk- zG � +�, Suite #: By: i Date: 22 1 (30) Panasonic 325 VBHN325KA03 Modules will_ _ _ w/(1) SolarEdge SE7600H-US .,,,�..____ _ Inverter i 0 Roof Mounting Datail: Mounting Notes ,,1 1. Eng. Trusses @ 24" O.C. 2. Roof penetrations: 24-48" O.C. —SO`at Mom--�' 3. Composition Roofing 4. Panel height off roof< 18 inches 5. Weight of PV modules and assembly less than 4.5 lbs per sq. ft. 6. Azimuth: 180° Ironrid a XR100 Rail ' `►s 7. Module Tilt: 28-o g 8. Integrated Grounding Hardware "6 inches 9. All installations comply with "bmposition Roofing manufacturer's installation instructions 10. All horizontal ridges kept clear of PV components at least 1 ft. either side Aluminum PV Flashing 11. PV array to cover less than 25% of total roof area 12. Solar Code 305.4#3.2: Attachments .. w shall be spaced no greater than 24" O.C. in any direction when located within 36" of a roof edge, hip, eave, or ridge. 5/16"X6" SS Hanger Bolt 13. Solar array not to exceed height of any 3" Lag thread for 2.7"Thread penetration in to roofing member horizontal ridge line. Total Roof Area: 2,245 sq. ft. February 8,2021 Total Solar Area: 551.25 sq. ft. Solar Covers 24.5% of Roof Area Cascade DuSel EQUIPMENT13116 SW Saint James Lane Tigard OR.97224 (30) Panasonic 325 VBHN325KA03 813 713-2787 Modules _ �' - GENERAL CONTRACTOR: � (1)SolarEdge SE7600H-US Inverter C&B RENEWABLE ENERGY,LLC 114 12399 NW WAKER DR. Iron Ridge Mounting System PORTLAND OR.,97229 503 828-9500 PREMIER S O LAR CONTACT:CLIFF BARRY NORTHWEST Aluminum PV Roof Flashings • DuSel Site Plan Roof Structure&Site Map NE Marina Ct o JI u I��J I• 20 cA, I cr x �J'' N I /\/. D \ D n 73 D 6' 1 Z 1\ v::::_i.\ O � 73 I 0 0 m y w 0 C a, . L ` C C �y T m • O fot 4 `m O0 o °1 N L a 30' ADJACENT PROPERTY 56' `) 416 Contractor: Customer; AIL GENERAL CONTRACTOR: C&B RENEWABLE ENERGY,LLC Cascade DuSel 12399 NW WAKER DR. 13116 SW Saint James Lane PREMIER SO LAR 1 PORTLAND OR.,97229 Tigard OR.97224 NORl HWL$T— 503828-9500 813713-2787 Plot Map February 8,2021 CONTACT:CLIFF BARRY DuSel Residence 9.75 kW Photovoltaic System Line Drawing n n RECEIVED 0 - - - -( Ill I ,,-,,, --- , � r - 7 0 0 FEB :l. �_ ..., . .,,,,,.. ,_ ,,,t._ -li,,-, tt. N21 I CITY OF TIGARD "" , I Existing Utility Meter BUILDING DIVISION s bi \/1 2 Strings of 15 Modules with 30 P400 200A Main Breaker Optimizers DC Voltage Drop: AC Voltage Drop: ____ri T 2 Positive, 2 Negative A maximum distance of 234 feet will limit the Q 0 g A maximum distance of 119 feet will limit the e s voltage drop to 2%or less with a#10 copper / n#10 THHN in 50' of " voltage drop to 2% Copper or less with a#8 Q conductor delivering 15 amps on a 350 volt conductor delivering 32 amps on a 240 volt e 0 EMT system (SolarEdge Optimizers operate between system. e o 350V and 380V per string). 30.0 Amps Rated ampacity of selected 40.0 Amps Rated ampacity of selected n\ 7"—\ SOLAREDGE SE7600H- conductor conductor Internal DC 0.7421 Ohms Resistance (Ohms per 1000 feet) 0 _ 0 US 240VAC INVERTER 1.14 Ohms Resistance(Ohms per 1000 feet) 0.052 Ohms Reactance (Ohms per 1000 feet) 7 \ �\ Disconnect 0.05 Ohms Reactance (Ohms per 1000 feet) 0 0 8.84 volts maximum allowable voltage drop at 4.8 volts maximum allowable voltage drop at 2% 2*/0 0.9 Power Factor 0.9 Power Factor 0 % n 0 0- 0 0 / , 2P 40A Breaker 200 Amp Meter Main (Existing) U . L1, L2, N #8 THHN 60A Non Fusible L1, L2, N #8 THHN, and #10 Ground in #10 Ground in 5 of 10' of%" PVC AC Disconnect 3/4" PVC Project Name: #6 Bare CU Ground DuSel Residence Bonding all rails together ; Via WEER and Gnd Lugs , m-x Module Specifications: Inverter Specifications: System Specifications: Panasonic 325 VBHN325KA03 SolarEdge SE7600H US (30) Panasonic 325 VBHN325KA03 Pmax: 325 Watts Compliance: UL-1741 Modules Vmpp: 59.2 V Max DC Input Voltage: 480VDC (1) SolarEdge SE7600H-US Inverter Voc: 70.9 V Max DC Input Current: 20 Amps _Ai Atiiiii COntraCtOr: Customer: Impp: 5.5 A Max AC Output Power: 7600 Modules grounded to racking system Three Line Drawing Cascade DuSel lsc: 5.94 A Watts through Ironridge integrated grounding. Premier Solar NW 13116 SW Saint James Lane Max Series Fuse: 15A Max Output Current: 32 Amps 12399 NW Waker Dr. Tigard OR. 97224 Max System Voltage: 600V Nominal Voltage: 240 VAC Aluminum Rails & Mounting Hardware PREMIER S (A� j� g SOLAR Ll ilk February 8, 2021 Dimensions: 62.6 x41.5 x1.57 Optimizer : t -T Portland, OR 97229 813 713-2787 Weight:40.81 lbs. P400 PV Flashing with SS Hardware I�,� FBI N� �� I 28357 Industrial Blvd. /��. I RON R I DGE Hayward, CA 94545 RECEIVED 1-800-227-9523 IronRidge.com Attn: Corey Geiger, COO, IronRidge Inc. FEB 1011 Date: July 16th, 2020 CITY OF TIGARD 8UII-DING DIVISION 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) 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. The underlying roof pitch, measured between the roof surface and horizontal plane, is 45° or less. 3. 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. 4. 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". 5. Module length and area shall not exceed the maximum values listed on the respective span tables. 6. 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. ©2020 IronRidge, Inc. OR Flush Mount System Certification Letter-1 28357 Industrial Blvd. 1. . I RON RI DGE Hayward, 94545 1-800-227-9-9523 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(Kn)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 <_ 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 rail splices are allowed in the cantilever, outer 2/3 of end spans, or middle 1/3 of interior spans. 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. 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--- -- Figure 1.CAMO Module Frame Dimensional Requirements ©2020 IronRidge, Inc. OR Flush Mount System Certification Letter-2 28357 Industrial Blvd. RON RI DGE Hayward, 94545 1-800-227-9-9523 IronRidge.com 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. ©2020 IronRidge, Inc. OR Flush Mount System Certification Letter-3 28357 Industrial Blvd. j" IRON RIDGE Hayward, 94545 , 1-800-227-9-9523 IronRidge.com 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. Sincerely, P�4 N PROF(SS Date Sealed : 91200PE of OREGON 0 Date: LTV 12 2'3 NG xuP`' j 2020.07. 7 Gang Xuan, PE FoIRPS: 0600/2022 Senior Structural Engineer 1 1 :27:09 -07'00' ©2020 IronRidge,Inc. OR Flush Mount System Certification Letter-4 '4. Z: sR MO1I ..`' ,Table(inhes,-Portratt or land,cape installation Rail: ,., XR100 4714du {soc6:9tVpl,MaxModuleS€:21SF a $� '"` no O pof 10 psi 1xPOSar E3 I � 90 psf 100 psf--_...-. 110 psi 120 psf Exposed Mod. M ,., ., wind Roo/ Ground Snow.0 psf 10 psi m pat 30 Psf 40 pN 50 psi 60 psf 70 psE 80 Edge Mod. SP<ed(mph) (dep.l Slope Group]Group Group3 Group]Group?Groop3 Group]Group2 Group3 Group]Group Group3 Group]Group2 Group3 Group]Group]Group3 Group ll r.I.,rw, . I,:.u' i" r,,OUP Group1 Group3 Group]Group2 Group3 Group]Group]Group3 Group]Group2 Group3 Group]ern.2 Group3 Group]Group2 Group3 Groups Group2 Group3 90 8-20 130 130 130 110 110 110 92 92 92 91 91 91 82 82 82 74 74 74 , 61 68 1 681 64 64 64 6� 0 60 60 57 57 57 54 54 54 51 51 51 49 49 49 130 124 113 112 96 84 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 72. E+5 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 132 132 126 122 101 96 mph 28-45 128 128 128 103 103 103 88 88 88 87 87 87 80 80 80 75 75_ 75 72 72 77. 08 I E8 j 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 128 128 123 118 107 97 95 8-20 130 130 130 110 110 110 92 92 92 91 91 91 82 82 82 74 74 74 �'6$": 611z, 48 64 ! 64 I 64 50 60 60 57 57 57 54 54 54 51 51 51 49 49 49 130 117 104 104 88 80 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 72 65 1 65 65 G3 61 61 58 58 58 55 55 55 52 52 52 50 50 50 132 125 119 116 96 90 MP" 28-45 128 428 128 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72 88 58 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 128 128 117 112 102 92 100 8-20 130 130 126 110 110 110 92 92 92 91 91 91 82 82 82 74 74 74 1 68 64 64 641—64 : 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 130 109 97 97 83 75 h▪ 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 1 72 65 6'5 65 61 61 51 58 58 58 55 55 55 52 52 52 50 50 50 132 119 111 109 90 84 mp 28-45 128 12B 128 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72' 72 i2 68 68 68 64 64.. 44" 61 61 61 58 58 58 55 55 55 53 53 53 128 123 111 106 97 87 105 e-20 130 329 118 130 110 330 92 92 92 91 91 91 82 82 82 74 74 7a 88 68 68 64 6a 64 1 (,0 69 6G 57 57 57 54 54 54 51 Si 51 49 49 49 326 103 91 91 79 72 MP" 21-27 131 131 129 105 105 105 89 89 89 87 87 87 81 81 B1 76 76 76 72 7_. 65 1 65 65 6'=�_61_' 51 58 58 58 55 55 55 52 51 52 50 50 50 132 112 10 ,10 786 79 p 28-45 128 128 126 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 ± 72 58 I 64 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 128 118 105 101 92 83 110 8-20 130 124 112 110 110 110 92 92 92 91 91 91 82 82 82 74 74 74 68 se 68 64 1 64 64 50 60 , 60 57 57 57 54 54 54 51 51 51 49 49 49 121 96 86 86 74 67 MP" 21-27 131 129 126 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 7 71 65 65 65. ,I 61 61 58 58 58 55 55 55 52 52 52 50 50 50 129 105 98 99 81 75 28-45 128 128 124 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 72 ,2 $8 68 i 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 123 11 10 2 0 96 88 79 115 8-20 130 118 105 110 110 105 92 92 92 91 91 91 82 82 82 74 74 74 68 '68 66 64 r 64 1 64 6G 60. 60 57 57 57 54 54 54 51 51 51 49 49 49 112 91 80 82 72 '64- mph 21-27 131 127 119 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 72 65 65 I 65 51 61 �_G1 58 58 58 55 55 55 52 52 52 50 50 50 124 100 92 96 77 72 28-45 128 128 115 103 103 103 88 88 88 87 87 87 4.. 80 80 80 75 75_ 75 72 72_ 72 66 68 , 69_ 64 ,.61 107 96 92 84 75 8-20 130 111 99 110 110 95 92 92 92 91 91 91 82 82 82 74 74 74 a 68'0- 68'64' 64y 64 60 604. 120 •' r 86 77 79 67 61 mph 21-27 131 121 313 105 SOS 105 89 89 89 87 87 BI 83 81 81 76 76 76_ 72 7'+65 11 65. i 55 61 61 r r r 95 87 g0 74 6: 28-45 128 126 113 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 7. 58 68 T66 64 64 64 61 61 61 58 58 58_ 55 55 55 53 53 53 113 102 90 88 80 72 130 8-20 125 100 89 110 100 89 92 92 89 91 91 89 82 82 82 74 74 74 58 68,,, 68 64 64 i 54 60 60 j 60 T 57` 57 57 54 54 54 51 51 51 49 49 49 92 77 69 ' 73 64 52 MP" 21-27 131 109 101 105 105 101 89 89 89 87 87 87 81 81 81 76 76 76 __ 1':_ 6S 65 1 65 F.1 6 -7 61 58 58 58 55 55 55 52 52 52 50 50 50 107 85 l 78 83 67 64 28-45 126 116 103 103 103 103 88 88 88 87 87 87 80 80 80 75 75 7.. 1 72 II 72 68 - 68 58 64 66 r 93{I-82 80 74 66 140 8-20 111 91 81 110 91 81 92 91 81 91 91 81 82 82 81 74 74 74 7 68�t 68 1 68_ 64 64 64 50 _60 60 57 57 57 54 54 54 51 51 51 49 49 49 83 72_'1 64 68 54 43 21-27 124 99 92 105 99 92 89 89 89 87 87 87 81 81 81 76 76 76 72 T 72 71 65 I 66 I 65 6I 1 61 61 58 58 58 55 55 55 52 52 52 50 50 50 97 78 72 77 NM 56 MP" 28-45 118 107 96 103 103 96 88 88 88 87 87 87 80 80 80 75 75 75 72 1 u 58 , 68 1 58 64 -r 64 64 61 61_ 61 58_ 58 58 55 55 55 53 53 53 96 85 75 74 69 61 150 8-20 99 83 74 99 83 74 92 83 74 91 83 74 82 82 74 74 74 74 1 68 J 68 68 64 .4 I 64 " 60 60 57 57 57 54 54 54 51 51 51 49 49 49 77 -64 53 64 45 37 m .. 21-27 114 91 84 105 91 84 89 89 84 87 87 84 81 81 81 76 76 76 72 72 72 65 55 -,465 1 Cl t GI 58 58 58 55 55 55 52 52 52 50 50 50 90 72 65 71 57 48 p1 28-45 109 99 87 103 99 87 A 88 88 4 87 87 87 87 80 80 80 75 75 75 72 72 _71 68 66 t 68 4 64 ) 54 64 61_ 61 61 58 58 58 _55 55 _55 53 53 53 87 79 69 69 64 57 160 8-20 88 76 :6i1.„ 88 76 ,'10'' 88 76 g:`,#7' 88 76 -6$` 82 76 66:�' 74 73 66 7 69 68 68 "64 64 1 54 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 72 58 42 59 39 21-27 105 84 77 105 84 77 89 84 77 87 84 77 81 81 77 76 76 74 72 1 2 7 65 65 65 e1 1 61 61 18 58 58 55 55 55 52 52 52 50 50 50 83 60 68 48 39M+ MP" 28-45 101 92 81 101 92 81 88 88 81 87 87 81 80 80 8075 75 75 72' 2 2-� G8.� 58 1 68.. 64 1 64 64 61 61 61 58 58 58 55 55 55 53 53 53 80 "ail 64 64 60 48 170 8-20 82 72 34 82 72 ;'.144 82 72 ` 7'=I 82 72 64 82 72 64 74 72 64 68: 68 64 64 • 64 1 $4 60 60 ) 60 57 57 57 54 54 54 51 51 51 49 49 49 67 48_, 37 52 21-27 98 78 72 98 78 72 89 78 72 87 78 I 81 78 72 76 75_, 77 68 5 65 1 65 61 61 0l 58 58 58 55 55 55 52 52 52 50 50 50 78 61 48 :64 42 MP" '- I 7% 1 7y 72 t 7 I _2 r`58 68 A 66 64. 64 64 61 61 61 58 58 58 55 55 55 53 53 53 74 68 60 60 54 41 28-45 96 96 lEr 96 86 76 88 86 76 87 66 7. RO 90 7E S t 175 8-20 BO 66 80 80 .- 60� 80 � 60 80 68 + ,0 BO L 66 ' LC 4 68 60 6$t 68 64 t.64 I 6O _80 _60 60 57 57 57 54 54 54 51 51 51 49 49 49 64 2 49 I. MP- 21-27 93 75 66�, 93 75 , 89 75 7{ 87 1 75 68 81 I 75 64 -6-_ 75 68 72 2 611 61 44 65 65 61'51 61 58 58 58 55 55 55 52 52 52 50 50 50 75 58 43 64 39 28-45 91 83 73 91 83 73 89 83 73 87 83 3 80 80 73 .0, I 75 3 72 7 , 68 1 68 - 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 72 65 57 58 50 39 8-20 77 "65 57 77 ,,'u 57 77 y` 6"r 57 77 66: 5 77 ,65 Si 74 :65 57 68:' 65 57 64 } 64 t 57 60 ' 5G 57 57 57 56 54 54 54 51 51 51 49 49 49 64 40 48 mph 21 27 90 72 .6¢ 90 72 " ) 89 72 `48? 87 72 66 81 72 66.: 76 72 '766 72 72 66. 65 65 65 tit 61 I 51 58 58 58 55 55 55 52 52 52 50 50 50 73 53 40 60 37 28-45 88 80 72 88 80 72 88 80 72 87 80 72 80 80 72 75 75 72 71 72 72 61 64 67 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 69 64 I 52 54 48 36 =min 72"span ,`k =min 64"span =min 48"span MIMI=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded. See Note 9 on REV 12/12/2019 p page 2 for details. ++ a,_ 1°'�°1 - - 1°! - Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Gable) _` ® ® CG7 ® e a=10%of least horizontal dimension or 0.4h,whichever is smaller, tt 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 Group Group Group Group Group Group Group O Od O h to compute the edge distance shall not include any overhang 1 2 3 1 2 3 distances. ASCE 1 2n 3r 1 2n 3e 1 B 1 B=Horizontal dimension of building measured normal to wind 16 2e 2r 2e 3r7- ELEVATION direction,in ft(m). Roof Zones 3e 2r of e ® `pp e h=Mean roof height,in ft(m). Figure 2 ASCE Roof Zone Locations for Gable Roofs 9=Angle of plane of roof from horizontal,in degrees. I . Me Roof f itise Mown Sy6.1e63 59811 Table finches)-Portnet or Landscape est/Aaiun —----- Rail: , '..1... . Mae MOdUit Length.67...5`WI cell WO,Max Module SF:Ea Sf XR100 ..„......„ -.........-- , .-- -,.-....-..... : ..-. ....... .....--,..-,, -...------' ,..!;,,.. ,5,..,-...-,,, ' , ..._, Exeosure Cr.._ .,.....ctmA2,:s. -.,,,, _ ,:_,.. ,...c.-' ,-,,S,/cc,/,kc.r., -;..-sc',..M..-"l'4'UXccm:.-LC,Ilmc's :'..•."ti.,:i.C..in Wind Roof Ground Snow:0 pat 10 psf 20 psf 30 psf 40 psf I so psf 60 psf ! 76.pxr t 80 psf 90 psf 100110 psf 120 psf Exposed Mod. Edge Mod. I st:74,1 (dos.) 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group I G,,,,I,- , i, .0,i O'r ,1''. 1,00P 1 Group 2 Group 3 Group 1 Group 2 GrOUp 3 Group 1 Group a Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 ,i,.. 8-20 130 128 118 110 110 110 92 92 92 91 91 91 82 82 82 74 74 74 ,68 68 T 68 84 1" 641 641 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 125 100 90 90 77 72 --,„ 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 22 i_81 I 6S 1- 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 132 110 103 103 84 78 mph 28-45 128 128 128 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 ipii69 L 68 68 54 64 64 61 61 61 58 58 58 55 55 05 53 53 53 128 116 103 99 91 82 8-20 130 122 109 110 110 109 92 92 92 91 91 91 82 82 82 74 74 74_ 68 68 1 54 ._64 fA Si) i_60 60 57 57 57 54 54 54 51 51 51 49 49 49 117 96 83 84 73 66 95,.. 21-27 131 131 125 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 7205_ 64_69_ _65 1,1 f 61 61 58 58 58 55 55 55 52 52 52 50 50 50 128 103 96 97 79 74 mil" 28-45 128 128 122 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 12 72 i 65 68 66 84 MI 64 61 61 61 58 58 58 55 55 55 53 53 53 122 109 97 96 86 77 8-20 130 114 102 110 110 102 92 92 92 91 91 91 82 82 82 74 74 masici 613 68 , _64 84 64 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 107 87 78 80 69 64 100 , 21-27 131 124 117 105 105 105 89 89 89 87 B7 87 81 81 81 76 76 76 77 72-1-72_1 75 1 65 1, SS 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 120 96 89 92 mph 28-45 128 128 115 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 77 72 ' 12 68 t 68 ' 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 115 103 92 89 I 92 73 105 8-20 130 108 96 110 108 96 92 92 92 91 91 91 82 82 82 74 74 um 68 ,. 60 57 57 57 54 54 54 51 51 51 49 49 49 99 82 73 76 66 SR 21-27 131 117 109 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 1 724_ ,1 61 : SI 1 61 58 58 58 55 55 55 52 52 52 50 50 50 113 90 83 87 72 66_ _ MP",. 28-45 128 122 109 103 103 103 88 88 88 87 87 87 80 80 BO 75 75 75 ,2 I 3? w, .i„ 68 66 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 109 98 87 84 78 7.2 110 8-20 125 101 90 110 101 90 92 92 90 91 91 90 82 82 82 74 74 74 68 418 68 „b4 64 i 68 99 4...80__L 8u 57 57 57 54 54 54 51 51 51 49 49 , 49 92 77 69 73 64 52 , 21 27 131 110 103 . 105 105 103 89 89 89 87 87 87 81 81 81 76 76 76 72 4_72 72 65 , 66 65 cl 1 bl 1, 61 58 58 58 55 55 55 52 52 52 50 50 50 107 85 78 83 67 64 MP'. 28-45 128 116 104 103 103 103 88 88 88 87 87 87 80 80_ 80 75 75 75 '2 1.._.72 [72 ... 68 i 66 68 84 64 64 61 61 61 58 58 58 55 55, 55 53 53 53 103 93 82 , 80 74 66 8-20 118 96 84 .. 110 96 84 92 92 84 91 91 84 82 82 82 74 74 74 01 68 66_ 64 64 1 84 SO SO 180 57 57 57 54 54 54 51 51 51 49 49 49 86 73 65 72 5845 115 - ,.. 21-27 129 104 96 . 105 104 96 89 89 89 87 87 87 81 .._. 81 81 76 76 76 72 72 72 65 6S 65 61 , 61 , 61 58 58 58 55 55 55 52 52 52 50 50 50 101 80 74 80 64 59 "" 2845 124 111 99 103 103 99 88 88 88 87 87 87 80 80 80 75 75 75 lill 72 72 6S fill 68 64 I 64 1 44 61 61 61 58 58 58 55 55 55 53 53 53 97 88 78 77 72 64 120 8-20 111 90 80 110 90 80 92 90 80 91 90 80 82 82 80 74 74 74 68 68 68 64 1 64 I 64 SO i 60 60 57 57 57 54 54 54 51 51 51 49 49 49 82 69 61 ' 61 52 42 , 21-27 123 99 91 105 99 91 89 89 89 87 87 87 81 81 81 76 76 76 72 77 72 65 ' 65 I 6'5 ,I. i 61 61 58 58 58 55 55 55 52 52 52 50 50 50 96 76 72 76 61 53 nip" 28-45 118 106 96 103 103 96 88 88 88 87 87 87 80 80 80 75 75 75 7-11-72 :2 66 68 fal 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 92 84 74 73 67 60 8-20 97 80 72 97 BD 72 92 80 72 91 80 72 82 80 72 74 74 72 68 4_L68_68 : 0464 64 6C.,.....__60.460 57 57 57 54 54 54 51 51 51 49 49 49 75 ,64 48 64 42 130 21-27 112 89 82 105 89 82 89 89 82 87 87 82 81 81 81 76 76 76 /2 i 71 _71 65 .4_65 65 51 I 61 i 61 58 58 58 55 55 55 52 52 52 50 50 50 87 69 64 72 53 43 MP", 28-45 108 97 86 103 97 86 88 88 86 87 87 86 80 BO 80 75 75 75 72 72 72 C+93 68 64 I 64 1 64 ' 61 61 61 58 58 58 55 55 , 55 53„._53 53 64 77 67 67 64 53 140 8-20 86 73 -`7''° 86 73 .i.1.i. ‘O 86 73 ilii-'. ,.! 86 73 ' 69.1V 82 73 Z.,-‘ i t ...., 74 73 65 68 1 6a 65: ___,64 64 64 ,.2 : 66 1 60 57 57 57 54 54 54 51 51 51 49 49 49 69 52 I 19 55 36 .. 21-27 102 81 74 102 81 74 89 81 74 87 81 74 81 81 74 76 76 74 T2 I 72 ,2_ SS J,,...63 65 1,1 1 51 ' 61 58 58 58 55 55 55 52 52 52 50 50 50 80 64_1, 53 66 44 35 mph 28-45 99 89 78 99 89 78 88 88 78 87 87 78 80 80 78 75 75 75 72 ' 72 72 60 I -GA 68 64 ii 64 64 61 61 61 58 58 58 55 55 55 53 53 53 77 72 61 64 Si 44 8-20 80 ,''-2'- 60 80 '.J.:j.^ 60 80 ..s.a' 60 BO T..i, 60 BO ‘-‘,'f„ 60 74 :*"139' 60 68 67 (41 64 tA 50 56 1 60 ., 60 57 57 57 54 54 54 51 51 51 49 49 49 64 41 48 150 ,,.. 21-27 96 74 ;,...'..., 96 74 '-'11111/7111110.11111MMIKE.15111273.. 81 74 '67 76 74 72 72 hi--ii-T, ,. .. 6 61 1-61 ' 61 58 58 58 55 55 55 52 52 52 50 50 50 74 56 41 61 lig mP.. 28-45 91 82 72 91 82 72 88 82 72 87 82 72 80 80_L 72 75 75 if 72 72 I, 12 68 I 64t 3 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 72 ,-;, 54 57 37 8-20 74 61 48 74 61 48 74 61 48 74 61 49 74 61 48 74 61 68 61 , 48 64 i 1,0 48 _bO 50 48 57 57 48 54 54 48 51 51 48 49 49 48 59 36 42 160 21-27 86 771C,, 86 176906:„N2TV, 86 ,7, -,-..; 86 VINPOir, 81 68 64 ' 76 48 ung 02 68 64 65 1 65 64 61 61 58 58 58 55 55 55 52 52 52 50 50 50 69 44 35 57 mph 28-45 83 76 t-t-67 83 76 `..,6 .. 83 76 i'l.'S, 83 76 "17 80 76 67 75 75 am 72 I 72 67 67 67 67 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 6,9•• 60 44 48 Nil 8-20 1,2 '' 53 40 7"" 53 40 -'‘,7 ,:: 53 40 0,7 53 40 69 SI , 40 69 53 40 88 53 I 4, 64 I 53 40 60 51 1 40 57 53 40 54 53 40 51 51 40 49 49 40 50 37 170 .. 21-27 81 ; - 56 81 , 56 81 ' 56 81 64 56 76 64 56 72 64 56 I 65 64 56 61 ' 61 i 56 58 58 56 55 55 55 52 52 52 50 50 50 i...f. SO 72 64 78 72 84 mp" 28-45 78 72 ,'-'191.% 78 72 71717-7 78 721 73 72 64 69 69 64 66 66 64 64 64 64 60 60 60 58 58 58 55 55 55 53 53 53 60 Ill 37 43. KM 175 8-20 17 48 38 :77.5`,. 48 38 .Mir.,' 48 38 48 18 67 48 3P V 48t 38 67 48 1.. 38 1 64 48 38 60 48 i 38 57 48 38 54 48 38 51 48 38 49 48 38 48 35 .. 21-27 78 61 49 78 61 49 78 61 49 78 61 49 78 61 49 76 61 49 72 61 • 49..i 65 61 49 61 61 1 49 58 58 49 55 55 49 52 52 49 50 50 49 - ,- H as mph 28-45 75 --s-097, 60 75 ,AlifF,' 60 75 '''AliWO 60 75 7,4W`i, 60 75 68 60 72 6960 131 60 , 65 65 60 64 64 60 60 60 60 57 57 57 55 55 55 53 53 53 5835 39 is, 8 20 6$- 43 36 ,.,, 43 36 k,.. ,- 43 36 -,- 43 36 68 43 4_ 36 65 43 , 36 13 1 36 64, 43 36 60 43 36 57 43 36 54 43 36 51 43 36 49 43 36 43 33 ... 21-27 76 59 44 76 59 44 76 59 44 76 59 44 76 I 59 44 illi44, 72 59 44 6S 59 44 51 59 44 58 58 44 55 55 44 52 52 44 50 50 44 60 44 28-45 72 ."- ' 58 72 - -6,"' 58 72 Nic. 58 72 6,':: , 97 '01111P1111M1 66 58 mph 72 66 I 58 66 66 58 64 64 58 64 64 ' 58 59 59 58 57 57 57 55 55 55 53 53 53 52 mil 37 t =min 72"span f,..... _=min 64"span =min 48'span REV 12/12/2019 t MN=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded. See Note 9 on page?for details. ; 1 -I a I 1 atal a Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Gable) ca @ ,:_e(i):, @ _, a=1 0%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 - -. -- to compute the edge distance shall not include any overhang Group Group Group Group Group Group 0 0 6 6 0 e Group all hi distances. 1 2 3 1 2 3 ASCE 1 2n 3r 1 2n 3e I B I B=Horizontal dimension of building measured normal to wind 7-16 ELEVATION direction,in ft(m). 2e 2r 2e 3r Roof Zones 3e 2r 1 6 0 -615 0 6 6 h=Mean roof height,in ft(m). Figure 2 ASCE Roof Zone Locations for Gable Roofs 0=Angle of plane of roof from horizontal,in degrees. t ., : -,, , _.�-_. Rail: stem MaOnfy span'Fafie(lneEses)-Portrait nri.aniEscap 'nslai33tia11 XR100 modot 4e '(6t tVp•).Maxot2yie is 21 S5-57 S ?c81, ax • Wind Rod Ground Snow:0 psf 10 psf 20 psf 30 psf 40 psf SO psi '00 pd I 70 psf 3-_ 80 psf 90 psf 100 psf 110 psf 120 psf Exposed Mod. Edge Mod.t __— Speed Slope Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group Grrupl Group/Group 3 Group l Group 2 Group 3 Group1 Group 2 Group3 Group 1 Group Group'. .1. " „roue 1 Group 2 Group 3 Group l Group 2 Group 3 Group 1 Group Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group l Group 2 Group 3 Group 1 Group 90 8-20 130 118 105 110 110 105 92 92 92 �_91 I 91 91 82 82 82 74 74 74 , ,,. �::51 64 54_ 54 __60 60 60 57 57 57 54 _.54_ 54 51 51 51 49 49 49 111 90 80 82 72 64 mph 21-27 131 128 120 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 72 65 65 1 65 Gl 61 61 58 58 58 55 55 55 52 52 52 50 50 50 124 99 91 96 77 7L 28-45 128 128 118 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72 48 66 1 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 118 106 96 91 83 75 95 8-20 130 110 97 110 110 97 92 92 92 91 91 91 82 82 82 74 74 74 0 64 ' 68 1 64 1 ,,,,__L 64 60 i 50 0 50 57 57 57 54 54 54 51 51 51 49 49 49 101 84 74 77 66 60 mph 21-27 131 119 112 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 7._-^7 , - 65 { 65_1, 5 61 .1 tii 58 58 58 55 55 55 52 52 52 50 50 50 115 92 85 88 72 67 28-45 128 124 111 103 103 103 88 88 88 87 87 _ 87 80 80 80 75 75_ 75 72 1 72 68 1 68 1 68 64 4 04 64 61 61 61 58 58 58 55 55 55 53 53 _53 111 100 88 86 79 72 8-20 126 103 91 110 103 91 92 92 91 91 91 91 82 82 82 74 74 74 68 `1 68-Fr 68"' se t!tt_64 1 64 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49- 96 78 72 74 64 53 1„ 21-27 131 112 104 105 105 104 89 89 89 87 87 87 81 81 e1 76 76 76 72 I 77 65 i 5$I 65 .:1'61 61 58 58 58 55 55 55 52 52 52 50 50 50 108 86 79 84 66 :-64 p 28-45 128 118 105 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 r1 72 1 72 T68 ) 66 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 104 96 83 81 75 67 105 8-20 120 96 86 110 96 86 92 92 86 91 91 86 82 82 82 74 74 74 68 1 68 68 64_L64 64 G0 4_ 60 i 50 57 57 57 54 54 54 51 51 51 49 49 49 87 73 65 72 I 59 48 MP"h 21-27 12'3 105 97 105 105 97 89 89 89 87 87 87 81 81 81 76 76 76 17+ 72 _ 65 i 65 6S 61 61-1— 58 58 58 55 55 55 52 52 52 50 50 50 102 81 74 80±65 60 P 28-45 125 112 99 103 103 99 88 88 88 87 87 87 80 80 80 75 75 75 72 72 4 72 68-1,-68 1 68 64 64 64 61 61_ 61 58 58 58 55_ 55 55 53 _ 53 53 99 89 78 77 72 64 110 8-20_ 112 90 80 110 90 80 92 90 80 91 90 80 82 !82 80 74 74 74 58 188 4 68 54 64 1 64 60 6r_� 60 57 - 57 57 54 54 54 51 51 51 49 49 49 82 so 1 61 67 52 0 42 MP" 21-27 124 99 92 105 99 92 89 89 89 87 87 87 81 81 81 76 76 76 72 1 2 85 4 55 i 65 61 6 61 58 58 58 55 55 55 52 52 52 50 50 50 96 77 72 77 61 54 mp 28-45 118 106 96 103 103 96 88 88 88 87 87 87 80 80 80 75 75 75 72 1 7.t 2 u 58 1 68 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 93 84 74 73 68 61 115 8-20 104 85 75 104 85 75 92 85 75 91 85 75 82 82 75 74 74 74 ;68..'., 68 -68 64 1.64 EA 60 I W_L 60 57 57 57 54 54 54 51 51 51 49 49 49 78 65 56 64 _48 0 38 21-27 117 96 86 105 96 86 89 89 86 87 87 86 81 81 81 76 76 76 72 72 65 55 155 6.1 61 61 58 58 58 55 55 55 52 52 52 50 50 50 91 72 66 73 58 48 MP" 28-45 112 101 90 103 101 90 88 88 88 87 87 87 80 80_80 75 75 75 72 _ 72 6R 68 r 68 64 64 64 61 61 61 58_ 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 66 68 54 " 64 1 64 50 60 60 57 57 57 54 54 54 51 51 51 49 49 49 74 51 48 61 I 42 21-27 111 88 82 105 88 82 89 88 82 87 87 82 81 81 81 76 76 76 72 72 2 65 mob'1 65 6I 61 61 58 58 58 55 55 55 52 52 52 50 50 50 87 69 64 72 53 MP" 28-45 107 96 k 85 103 96 85- 88 88 �8-5F 87 87 85 80 80 80 75_ 75 _ 75 72 1—7 7.2 68.1_ 68 3 68 4: 64 64 64 61 61 61_ 58 58 58 55 55 55 53 53 _53 83 • 76 I 67 66 :64:- 130 8-20 85 72 ,.4816*,5 85 72 F,,r4,< 85 72 "'6!r'L. 85 72 R. :•:. 82 72 64 7 74 72 64 68 1 68 ,j 64�64 i 54 64 50 GO 60 57 57 57 54 54 54 51 51 51 49 49 49 58 49 -3.0 54 36 mph 21-27 100 80 73 100 80 73 89 80 73 87 80 73 81 80 73 76 76 3 72 1 72 1_ 2 65-1LL 65 a 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 79 64 43 lEggi 28-45 97 88 77 97 88 77 88 88 77 87 87 77 80 80 77 75 75 7, 72 72 2 59 68 __._68 64 64 84 61 61 61 58 58 58 55 55 55 53 53 53 75 7 NmEninipurEll 140 8-20 79 "46'1 57 79 _ ' 57 79 `'• 57 79 4c96:' 57 79 67 74 66" 57 _68___66 I ,7 S 64 57 60 57 57 57 57 54 54 54 51 51 51 49 49 49 64 40 wig ':h'?j 92 73 -'46' 89 73 87 73 1.1,-,it 81 73 68 76 73 666 72 722 -.66 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 73 52 Kiminzinum mph 28-45 88 80 72 88 80 72 88 BO 72 87 80 72 80 80 72 75 75 72 72 i 72 t 72 64 61 61 61 58 58 58 55 55 55 53 53 53 69 r-::NEAMIKM11 8-20 73 60 44 73 60 44 73 60 44 73 60 44 73 60 44 73 60 44 68 60 I 44 64 0_I 44 60 60 44 57 57 44 54 54 44 51 51 44 49 49 44 56 2`,, r mph 21-27 85 -SG-* 61 85 '46 61 85 77 61 85 ;6E73 61 81 '66 61 76 66 61 72 M 61 65 65 61 51 61 61 58 58 58 55 55 55 52 52 52 50 50 50 67 42 28-45 82 74 82 74 65' 82 74 82 74 . ` 79 74 65 74 74 65 72 72 65 66 66 65 64 64. -64 61 61 61 58 58 58 55 55 55 53 53 53 64. 58 '111311111TIQ 160 8-20'=67' 48 38 48 38 MEI 48 38 .-: u' 48 38 2 67 48 38 67 48 38 67 48 38 64 T_48 38 60 48 38 57 48 38 54 48 38 51 48 38 49 48 38 48 21-27 79 61 50 79 61 50 79 61 50 79 61 50 79 61 50 76 51 50 72 61 50 65 1 61 1 50 61 61 50 58 58 50 55 55 50 52 52 50 50 50 50 mPh — - -- 28-45 75 ':69" 60 75 60 75 .a 60 75 1"^ ;'� 60 75 '.69.- 60 72 69 GO 68. 68' 60 65 3;65: 60 `l''64 84 60 60 60 60 57 57 57 55 55 55 53 53 53 58 48: 8-20 -64: 41 I0 a 41 '>64:1 41 64.. 41 '<. ~" .64. 41 .: 64 41 t � � :.-,: ,. �: m 170 0 21-27 74 54 40 74 54 40 74 54 40 74 54 40 74 I 54 40 74 54 ��40 72 54 40 65 . 54 40 61 54 40 58 54 40 55 54 40 52 52 40 50 50 40 59 m MP",. 28-45 72 64 53 72 53 72 53 72 53 72 84 0 53 72 64 53 67 64 3 64 I 64' 53 61 61 53 59 59 53 56 56 53 54 54 53 53 53 S3 48 40 175 8-20 61 38 61 38 61 8 61 38 61 38 ' 61 38 61 38 2 0 38 60 38 - 57 38 54 38 51 38 49 38 38 h 21-27 72 49 37 72 49 37 72 49 37 72 49 37 72 49 37 72 49 37 69 49 31-i-65 4 49 37 61 49 37 58 49 37 55 49 37 52 49 37 50 49 37 54 Q m P 28-45 417 64 48 .. `44 48 .. 48 48 67 64 48 67_ 84 48 66 64 1 48 64 l 64A.., 48 60 60 48 58 58 48 56 56 48 54 54 48 52 52 48 43 38 180 8-20 59 36 59 36 59 36 59 36 59 36 59 36 Milla 59 36 ``,- 69 r 36 59 36 t 57 36 54 36 51 36 , 49 36 36 21-27 ,,-, 44 35 44 35 -......1 44 35 i, a 44 35 it 44 35 ' 44 35 6'a 44 35 65i 44 35 61 44 35 58 44 35 55 44 35 52 44 35 v 50 44 35 51 MI mph 28-45 ';'4 60 I 44 _t';^ 60 44 "'' 60 44 '.`'.='14 60 44 60 44 ,l,1 _ 60 44 65 60 44 1 64 60 44 60 60 44 58 58 44 56 56 44 54 54 44 52 52 44 40 36 =min 72"span =min 64"span =min 48"span REV 12/12/2019 MI=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded. See Note 9 on page 2 for details. a (a,,a, - d Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Gable) tx ei,03 , . te 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 m). If an overhang exists,the edge distance shall be measured from the outside edge of the overhang.The horizontal dimensions used ro Millto compute the edge distance shall not include any overhang Group Group Group Group Group Group Group ® O ��7 0 ® h distances- 1 2 3 1 2 3 ASCE 1 2n 3r 1 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 Zones 3e 2r e e `O"O e e h=Mean roof height,in ft(m). Figure 2.ASCE Roof Zone Locations for Gable Roofs 8=Angle of plane of roof from horizontal,in degrees. Rail: eih Span Table(inches)-Portrait of LRndStai r•35tait3Y an XR 100 ' dk M0auu'e Length:80"(74 ceit,t9p)7ti ax Module S 24 SF •Z ,, Wind Roof Ground snow.o psf 10 psf 20 psf 30 _...,____ __ .....a, r.,�x -�. :s ,,"< .:� d. �; . M - Speed Slope CU 5� 'f 60 98,_ 70 psM _ 80 psf" 90 psl" 100 psf" 110 psf" 120 psf" ERposed Mod. Edge Mod. (mph) (deg.) Group1 Group2 Group3 Group1 Group2 Group3 Group Group2 Group3 Group 1,Group2 Group3 Group1 Group2_Group 3<:r , i;,;. S; „ i•- 1..roup 1 Group2 Group 3 Group 1 Group2 Group 3 Group 1 Group 2,Group 3 Group 1 Group 2 Group 3 Group,..1 Group 2 Group 3 Group1 Group 2 Group 3 Group u Group Group 3 Group1 Group2 Group 3 90 8-20 123 123 123 102 102 102 86 86 86 84 84 84 75 75 75 68 68 - 68 64, 64 t:64 58 58 58 55 55 55 52 52` 52 49 49 49 48` 48 48 45 45 45 124 120 107 106 87 79 mph 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69_ e669 w 64 664 6459 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 121 121 113 96 88 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 I 57 67 t 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 117 117 110 99 90 95 8-20 123 123 123 102 102 102 86 86 86 84 84 84 75 75 75 68 68 1_6'6 64- 64 ' 54 K 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 124 112 99 99 82 74 ( 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69 6'_4 64 6a 64 ba 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 120 113 107 88 83 MP" 28-45 117 117 117 98 9898 83 83 83 82 _ 82 82 76 76 76_ i ( 72 67 1 67 07__ 64 84� 64 59 59 59 56 56 56 53 53 53 51 51_ Si 49 _49 49 117 117 110 104 96 85 100 8-20 123 123 122 102 102 102 86 86 86 84 84 84 75 75 75 68 68 68 64 I 64 64 58_ 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 124 103 92 92 77 72 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69 ) 69 69 tit-,S 64 1_.64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 112 106 101 84 78 mph 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 7, 72 67 67 t 67 _64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 117 104 99 90 81 305 8-20 123 123 114 102 102 102 86 86 86 84 84 84 75 75 75 68 68 66 94. 64_'60"58.y, 58+1 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 124 97 87 86 73 66 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69 69 59 64 64 64 59 I 59 1 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 106 99 96 79 ' 74 mph 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 t 72 72 67 67 67 64 44 64 64 59 59 59 56 56 56 53 53 53 Si 51 51 49 49 49 117 111 99 96 95 77 110 8-20 123 120 107 102 102 102 86 86 86 84 84 84 75 75 75 68 66 68 64 x 64. i 64 t`58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 119 91 81 81 69 64 21-27 121 121 121 99 99 99 84 84 84 83 83 83 75 76 76 69 69 69 54. ) 64 64 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 99 93 92 76 i 72 MP" 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 7? 72 67 i. 67 i 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 105 96 90 81 : 73 115 8-20 123 113 101 102 102 101 86 86 86 84 84 84 75 75 75 68 66 64 64 a 64 I 64 .9 SR 5R 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 109 86 76 76 66 - 59 mph 21-27 121 121 115 • 99 99 99 84 84 84 83 83 83 76 76 76 _69 69 69 64 1 64 64. t_{{t 59 I 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 117 96 88 87 72_ 67 28-45 117 117 112 98 98 98 83 83 83 82 82 82 76 76 76 72 I 72 72 67 67 } 67 64 t :50591_759.. 59: T. 56. TTS3,. l 53 53 51 51 51 49 49 49 113 100 89 85 78 72 8-20 123 107 % 102 102 % 86 86 86 84 84 84 75 75 75 68SS 68 64 6464 49 48 48 48 45 45 45 102 81 72 72 64 54 21-27 121 115 109 99 99 99 84 84 84 83 83 83 76 76 76 696969 64_. 64 b4950 48 48 48 48 48 48 111 89 83 84 69 64mph28-45117 117 106 98 98 98 83 83 83 82 82 82 76 76 76 72 2 67• 67)67 , 6453 51 51 51 49 49 49 108 96 85 81 74 b7 8-20 123 969685 102 85 86 86 85 84 84 84 75 75 75 - 68 68 68 64 1 64 64 • 8 5849 48 48 48 45 45 45 90173 65 67 55I44 mph 21-27 121 104 98 99 99 98 84 84 84 83 83 83 76 76 76 _69 69J_69 64 t 6464l._ _1-5950 48 48 48 48 48 48 101 80 74 77 64 58 28-45 117 109 98 98 98 98 83 83 83 82 82 82 76 76 76 7 ' 7? 67 ( 62. 67 7 64 6453 51 51 51 49 49 49 98 87 77 75 69 61 140 8-20 110 87 77 102 87 77 86 86 77 84 84 77 75 75 75 68 IA_48 68 64 i 54. _ __a! 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 78 66 59 64 1 .1': 36 21-27 118 9688 99 9688 84 84 84 83 83 83 76 76 76 ` 64 69 69 `�64 64 bb 5 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 92 73 67 7 58 48 MP" 28-45 113 101 90 • 98 98 90 83 83 83 82 82 82 76 76 76 72 72 6/__67 67 64.� 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 90 80 72 69 64 56 150 8-20 98 79 72 98 79 72 86 79 72 84 79 72 75 75 72 68 68 68 68 64 64~ a 58.1-_9 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 72 60 4'i 57 38 — 21-27 108 87 80 99 87 80 84 84 80 83 83 80 76 76 76 69 69 69 64 64 64 5 59 I 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 84 67' 61 66 48 38 mph 1 28-45 105 96 83 t 98 96 83 83 83 83 82 82 82 76 76 76 2 i 7. 2 67, 67 67 I 64 64 53 51 51 51 49 49 49 82 1 74 65 64;-.; 59 48 160 8-20 88 72 88 72 r` .. 86 72 fill, 84 72 'r -. 75 72 :'u5O. 68 68 65 t 48 64 , 64 64 58 58 I 58 55 55 55 52 52 52 49 49 49 48 48 45 45 45 66 43 35 50 mph 21-27 100 80 74 99 80 74 84 80 74 83 80 74 76 76 74 69 69 L_69 64 L 64. t 64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 78 64 52 41 28-45 97 87 77 97 87 77 83 83 77 82 82 77 76 76 76 77 I 72. /2 67. F 67 i 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 _ 49 76 f 6¢3 60 59 54 40 170 8-20 80 59 80 59 80 1;"'525 59 80 7�: 59 75 67_ 59 68 67 59 64 I 54 59 r8 �58 58 55 55 55 52 52 52" 49 49 49 48 48 48 45 45 45 64 40= 44 mph 21-27 93 74 ., „ 93 74 1+. 7 84 74 Agri. 83 74 'y$=. 76 74 68 ._65 66 68 64: 64} 64. 55 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 72 55 41 59 35 28-45 90 81 72 90 81 72 83 81 72 82 81� 72 76 76 72 2 7 ( 67 67 1 67 64 64' 64 59 59 _ 59 56 56 56 _53 53 53 51 51 51 49 49 49 72 64 .q 54 54 45 34 175 8-20 77 "4`- 55 77 55 77 '' 0 55 77 '; 55 75 ' 64 55 66 64 64 64 55 58 58 55 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 60 M 36 a 42 mph 21-27 90 72 rr 90 72 6 84 72 4 5'' 83 72 76 72 65��. b9 89 _b5 64 64 64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 72 I 49 37 56 28-45 87 78 _ 87 78 7 „ 83 78�. °� 82 78 ; 5, 76 76 69.-" 7? 72 69 66 A 66 J 66 64 64 64 59 59 59 56_ 56 56 53 53 53 51 51 51 49 49 49 67 64 48 49 42 mph8-20 73 7 48 73 48 73 `•. _44�8:- 73 48 73 64 48 68 64 48 64 64 48 58 I 58 48 55 55 48 52 52 48 49 49 48 48 48 48 45 45 45 57 34 _ 39 21-27 87 2&45 84 M ' 84 76 ; aK";„, 83 F !' 76 59 64. 69 69 64 64 ' 64_1 64.f-59 I 54 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 n 68. 44 33 53 '4:4'7'. 83 76 81 76 75 75 67 72 i 72 j 67 _ 66: 661 66. 64 1.64. 64` 59 _ 59 59 56 56 56 53 53 53 _ 51 51 51 49 49 49 65 59 44 48 40 .min 72"span 73 .=min 64"span =min 48"span =Note:additional installation requirement for CAMO module clamp.See Note 10 on Page 2 for details. REV 12/12/2019 ROM=Shaded cells Indicate conditions in which UFO Mid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. d I°t°I - ° Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Gable) f ® ® ;O&>-®--,@ a=10%of least horizontal dimension or 0.4h,whichever is smaller, }t 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 to compute the edge distance shall not include any overhang Group Group Group Group Group Group Group ® O 0d O ® h distances. 1 2 3 1 2 3 ASCE 1 2n 3r 1 2n 3e i B I B=Horizontal dimension of building measured normal to wind 7-16 2e 2r 2e 3r t ELEVATION direction,in ft(m). Roof Zones 3e 2r a ®;-e,--pp ® xy h=Mean roof height,in ft(m). Figure 2.ASCE Roof Zone Locations for Gable Roofs 6=Angle of plane of roof from horizontal,in degrees. Rail: -,,+� , -'SMr aches}-Portrait or tandscatx:rstallation •- le Le13ih$O y �,.Max Madulep:24 Sf < , .a: ;".. •. ' XR100 .. _,,~scot . .: wind Root Orandsnow:e9d 10 pf mpa 30 p0f 40 psi 63 psi. i 70 psf• 90 Psfe' 90 psf• 100 psf' 110psf* 120 psf• Exposed Mod. Edge Mod. Speed Slope 1 r -' —-- _- --- — _ Group 1 Group 2 Group 3 Group i Group 2 Group 3 Group 1 Grwp]Group 3 Grwp 1 Group 2 Grwp 3 Group 1 Group 2 Group 3 C (mph) (dig.) .'.1I i -.f.'.S_'�rpl Group3 Grwpi Group Group Group Group Group Group Group Group3 Group Group Group Grwpl Group Group3 Group Group Group Group Grwp2 Grwcil 90 8-20 123 123 112 102 102 102 86 86 86 84 84 84 75 75 75 64 64 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 124 96 85 84 72 '65 21-27 121 121 121 99 99 millll !i00 llama! 64 64 64 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 Emormimg 28-45 117 117 117 98 98 67 67,_67 78 73 MP" .. - .. 67 N61 8-20 lI3 ill 104 102 102 64 t. f>8 64 �� 84 76 mPh 21-27 121 121 119 99 99 Q �mO_69 89_}.. 69 64 t 64_ rot 0� 28-45 117 117 114 98 98 � HH' 68 68 68 64 64 64 : 58 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 116 Illl l 91 87 90 90 740 69 300 8-20 123 109 97 102 102 i - �� 73 73 64 56 21-27 121 117 110 99 99 69 69 1.69 64 i 64 1 54 59 59 54 84 85 72 P 28-45 117 ill 108 98 98 z 72 t 72 167 E 67 i 67 64 64 84 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 109 97 m h � ��� i r--L, t 86 83 1 76 68 8-20 123 102 91 302 302 68 68 68 W 54 84 SA 58 SS 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 96 77 105 21-27 121 110 103 99 99 69 1 60 49 ooily lll�mimllll� _ 69 64 64 164 59 ( 59 79 88 72 65 29-45 117 115 103 98 98 ' 72 , 72 67 6. 67 64 1 64 1 64 66 61 mph 8-20 123 96 85 102 % � � 68 68 68 54 64 ; 64 9 l 5858_. 130 65 67 55 1 44 12-20 121 96 98 0 99 . . -. : 69 69 64 gs 64 58 59 59 .-.. 83 74 77 64 58 28-45 11 309 88 98 98 � �®� 58II458641-209990 6H 64 ; b4 1 64 9 5876 69 742 6774 49 38 59 51 21-27 121 98 92 99 98 !Q �m _69 69 _69 64 : 64 fr1 S3 #j 59 5e 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 96 MP" 28-45 117 104 92 98 98 em��0. ��� _ 72 t ?- 67 67 t 67 64 ! 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 92 83 73 72 66 58 8-20 108 85 76 102 85 5i10 �i11©ll®. 68 68 68 64 64 , 64 58 4 58 58 120 __,..t 75 56 62 1 55 ; 45 21-27 116 93 87 99 93 mQ��m 64 69 bH b4 64 ' 64 59 59 59 1`— mPh .. 1 7z t. 66 72 ., 45 28-45 112 99 88 98 98 .. 7• J .2 4 67 b 67 1 67 64 i.:64. 64.'. 1( 69 68 64 55 130 8-20 96 76 96 76 ® ® 68 68 j 68 64 64 I. 64 18 I 58_ 58 8 54 . 36 m h 21-27 105 84 78 99 84 �Q _m '_69 69 {_59 64 1 64 . 64 53 59 59 59 a. EIMEall p 28-45 102 91 80 97 91 67 't 67-{ 67. : 64 64. 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 BO 72 64 64. 5.1131110. 140 _ot. e .. - T B-20 84 -.. 84 :r :t :r 68 t 68 1. 54 64 i 64 64 P �_Ski 58 m h 21-27 96 76 72 96 76 '_���llni`.69 69_j^69 64 1 6a 64. e 59 59 P 28-45 93 83 74 93 83 72 1 ( 67 i 67 , 67 64: 64 64150 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 72 66 58 58 IIIII 8-20 74 a 51 74 4`3'4-^ (68 64 64 64 S1 SA-.. Sd i Sl mph 21-27 88 72 7-? 88 72 - „, 69 1 69 ! 64 64 1 64 1 64 9—-59 {r 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 69 48 34 54 28-45 85 77 85 77 611 83 ® 'eV 75 75 . 6$ r< 68 66 1 66 ( 66 64 64 ( 64 m 1, 8-20 ,�, 56 40 ,>* 56 40 ' 69' r 40 6' 56 le 68 I. 56 40 64 1 56 r 40 58_ 56 40 55 55 40 52 52 40 49 49 40 48 48 40 45 45 40 50 il nip,. 21-27 81 A' 59 81 si 59 76 a 69 T 6..;` 64 64 59 59 - 59 1I 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 64 37 48 28-45 79 72 64 79 72 64.'' 79 72 79 72 N 74 72 64�69 64 65 ",- `'91 54 64 J 64: 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 61 54 37 40 WM 170 8-20 i 64 45 34 -B.' 45 34 64 45 34'7.. 45 34 64 45 34 64 f 45 34 64, 45 34 58 45 34 55 45 34 52 45 34 49 45 34 48 45 34 45 45 34 42 MP" 21-27 75 59 48 75 59 ® 46 75 59 48 69 • 59 © 41m 48 59 59 48 56 56 48 53 53 48 50 50 48 48 48 48 48 48 48 60 11N1 28-45 73 - 58 73ill 58 .2 66 58 67 66'"© 7770 58 60 60 58 58 58 58 55 55 55 53 53 53 51 51 51 49 49 49 56 35 175 8-20 '64 40 , ,.,t., - 4w�5 64 1 4L 64 40 r 58 40 I© 21-27 73 56 41 73 56 �B 41 73 56 41 3 55 41 69 56 56 56 56 41 53 53 41 50 50 41 48 48 41 48 48 41 58 IMMO MP" 28-45 72 0'_ 55 72 °d .4..55 7? 154' 55 6677 f 64;; 5 64ii ®��® 57 57 55 55 55 55 53 53 53 51 51 51 49 49 49 49 MOM 180 8-20 60 36 60 36 .r 60 6 by 60 1 ,F 36 . 60 36 ,., +r. . 45 36 36 - Tph 21-27 72 51 37 72 51 37 72 51 37 72 51 37 72 51 37 '`�' 51 37 64' 51 37 59 51 37 56 51 37 53 51 37 50 50 37 48 48 37 48 48 37 53 OM 28-45 68 64 49 49 ;`69 ,64 49 066..`64,'.:r 64 49 .70 64..2 49 64" 4- 49 59 59 49 57 57 49 55 55 49 52 52 49 51 51 49 49 49 49 44 36 ta =min 72"span =min 64'span -mi 48"span =Note:additional installation requirement for CAMO module clamp.See Note lO on Page 2 for details. REV 12/12/2019 p nalli=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. f + a II _ _I d I- Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Gable) ai ® 6 A6 6 e a=10%of least horizontal dimension or 0.4h,whichever is smaller, }t 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 r the outside edge of the overhang.The horizontal dimensions used Milto compute the edge distance shall not include any overhang Group Group Group Group Group Group Group ® 0lad} 0 ® ri distances. 1 2 3 1 2 3 ASCE 1 2n 3r 1 2n 3e I g -I B=Horizontal dimension of building measured normal to wind ELEVATION 2e 2r 2e 3r direction,in ft(m). Roof Zones 3e 2r e p 3 .pp 0- 0 h=Mean roof height,in ft(m). Figure 2:ASCE Roof Zone Locations for Gable Roofs 0=Angle of plane of roof from horizontal,in degrees. Rail: '; _f., 'table(inches)-Portrait or LandS a 114stetletlon X R 100 99 Mpt1,;O Length:lt9'(X2,cell toil,Max Module S5:24 SP Wind Rod Orowd Stow 0pd SOpd 20 psf 30 psf 40 psf 50 ptt 27 rsi i 70 psf 80 psf` E 90 psf" 30o psf" 110 psf` 120 psP Exposed Mod. Edge Mod. Speed Slope -,-- [ t ® m•h id:. Group]Group2 Group3 Group2 Group Group1 Group2 Group3 Group]Group w oups p2 Grwp3 Grol Gr.,' Grwp3 G.x^- , i .77791 Group3 Group]Group Group Group]Group Group Group]Group Group3 Group]Group Group Group]Group Group3 Group 1 MI Group Group]Group G.ra,1 90 8-20 123 112 99 MEM 111113111111511m 68_ sa--T_ 64 �� m 76 76 • 59 MP"h 21-27 121 120 114 WI mmmm 69 69 64 64 4 64 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 116 m 87 87 7266 p 28-45 117 117 111 98 98 98 83 83 83 82 82 82 76 76 III 72 7-.T 1 67 4 97 ' 67 64 M 64 59 59_ 59 56 56 _56 53 _ 53 53 51 51 51 49_ 49 49 112 111111 88 85 77 95 8-20 123 104 92 102 102 92 86 86 86 84 84 84 75 75 68 68 68 64 64 64 8 58 1 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 98 72 72 61 51 .— i --1—5— mph 21-27 121 113 106 WImios 69 69 S4�p.4 um 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 106 � 81 82 67� 64 28-45 117 117 105 1E11 98 98 83 83 83 82 82 82 76 76 H 02 61 i 67 I 67 64 64 I $'1 59 59 59 56_ 56 56 53 53 53 51 51 51 49 49 49 111511111 � 83_ 80 73 55 100 8-20 123 97 87 97 87 86 86 86 84 84 84 75 75 66 66 : 68 64 64 j 64 58 58 58 55 55 55 52 52 52 49 -49 49 48 48~ 48 45 45 45 66 67 57. ._4S _ 21-27 121 105 99 —' 69_ 69 5D 64E 64'C`64 7,9 59 ' 59 81+_75_--77 64 59 MP" 28-45 117 110 99 m m�m 7 1 72 67 • 67 1 67 64.magma 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 99 88 78 76 69 64 105 8-20 117 91 81 m 6A my. *y 64 i v2 _64 8�58 _58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 84 69 64 _64 49 40 MP" 21-27 121 99 92 sm. _69 i. 69 69 �I 64 4 64 9 r6��59� 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 96 6 _72 74 60 52 28-45 117 105 93 •— 72 I 67 67 67 64 m" 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 93 84 74 72 66 59 8-20 109 85 76 r .sti.� 68 64 S4 64 55 i 58 110 ® mm - E Km 56 61 44 35 21-27 116 % 87 p m 69 69 64 64 w -?`s9 : 59 71 6e 72 56 45 mph 28-45 112 100 88 '1 m 2__7 67 I 67 67 64 64 ' 64 79 72 68 64 55 115 8-20 101 80 72 NEE �R�,1/ 64 64 8 158 .8 0 64�67 49 40 21-27 110 88 82tillM 64 64 ' 59 59 68 MP" WI m 9 28-45 106 % 84 Moo ® 67 67 mm, 75 66 65 60 46 120 8-20 96 76 ":iiiii liii .. ,.-_,alb 87 68 6'6 67 _60_t 64 I 21-27 104 84 77 am 77 84 84 77 83 83 .77 76 76 2f: 69 69 69 6..6 1{---64 wag56 59 ^64 44 36 MP" 28-45 101 90 60 m 90 80 83 83 80 82 82 80 76 76 1 6 I > 67—t 67 67 mmm IMMO 64 57 44 130 8-20 83 6 1 60 wourjaurommAturmlio 60 75 68_ 60 Illegani 60 84 64 50 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 64 1 a k 21-27 96 76 68:".. 96 .'' .;, 76 7 ,1_69 69 69 69 64_ 64 64 - 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 74 58 ; 44 60 36 MP", 28-45 92 83 73 92 83 73 83 83 73 82 82 73 76 76 1 73 72 72 72 67 67 67 64 64 64 59 59..... 59 56 56 56 53 53_ 53 51 51 51 49 49 49 72 65 57 56 48 36 140 8-20 73 ' 48 73 ` 48 73 5w " 48 73 48 73 64 48 68 6A 48 64 64 - 48 58 58 48 55 55 48 52 52 48 49 49 48 48 48 48 45 45 45 57 ; 34 1 39 mph 21-27 86 4 68 64 86 -- 64 84 . 7 "5�„, m ./ 76 ,_63 lir.'a.._69 69 64 64 m =* 59 59 59 ' 44 MIMI 28-45 84 76 46 84 1 76 66 83 76 ' ' 81 76 „66 —75—1 75 66 7 { 72 66 66 59 59 59 56 56 56 53 53 53_ 51 51 51 _49 _ 49 49 65 llilmulmliillll9 150 8-20 '717 52 3 67- 52 3 '$$' 52 37 77 52 67_1_ 2 1 __ 67 52 37 64 t 52 55 52 37 52 52 37 49 49 37 48 48 37 45 45 37 48 i;, mph 21-27 79 t 64 56 79 64 56 79 64' 56 79 5,4 'e i 84_.: 56 69 ilia m 64. -mmmm 35 liil - 28-45 77 61 77 • 72 i 61 77 72 61 77 72 61 73 72 61 lmmliiit3. .65 llmiilll3lillll3lm 160 8-20 '44 51 wc.:�:a 6a--Y-4 : 64. 41 =-: 'm 75°�-$$7 o.:-' 41 64 41 �mMEW. WEE= ICOMMEMmom mph 21-27 73 e 58 4; /3 58 73 58 42 73 58 42 73 58 m 4. 56 ilia]' 64 58 mmQm Q 2645 72 -.66,p n ki 56 72 65' 56 72 56 n ,, ._p 55`© 64 • Aril 60 HIM p 170 8-20 58 34 58 58 14 58 34 58 34 34 '"8 34 58 28-4 '66 60 44 431 60 45 60 44 • E�� ,4 �`o ����. 45 56 45 59 54 45 52 52 45 50 45 45 49 49. 45 40 m 34 48 45 34 50 mph 28-45�}i6 60 45 60 45 60 45 .r6.8-20 54 r' ills®':. ® NM l ® © la m m m l -175 21-27 .. 41 Villa lllll3! llllfM ]]ilia m mm 1E11111113E WIE111131111 11EINEIN 113111EIN WEIN= writmph 28-45 64 58 41 ll i +.11152M IIIMIEENICIIINTRIESSIIE3111KIIMIN 8-20 50 NE WM: ii m 0 180 21,n :MEN 1131111131 ® ;._:::;MN 0® 111011MEN ® 1111131111311 MN= EMMEN 0 mph 28-45 61 55 37 m 55 37 61 55 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 37 34 =min 72"span =min 64"span =min 48"span =Note:additional installation requirement for CAMO module clamp.See Note 10 on Page 2 for details. REV 12/12/2019 m=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. 12I - 1'1)d) I d I Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Gable) d! 0 _0_.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 allto compute the edge distance shall not include any overhang Group Group Group Group Group Group Group ® O ©d 0 ® h distances. 1 2 3 1 2 3 ASCE i 2n 3r 1 2n 3e I 0 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 "e` 6--:`p6 e ® h=Mean roof height,in ft(m). Figure 2:ASCE Root Zone Locations for Gable Roofs 8=Angle of plane of roof from horizontal,in degrees. 1. Rail: ? Ralf cfu h Mount 1750Rm 1paa a0i9 tenches;•ports20 or Landscaae installatio;t XR100 a- Max lOdi.1s i.e Ttly.67.5'(cpt c33i ty.;.i,Max Module$6:21 S8 _ :: . Wind Rod Ground Solve 0 psf 10 psf 20 psf 30 psi 40 psf S0 psf 6 I t1 — 0 psi▪ { 80 pet 90 psf 100�psf 110 psf 120 psf Exposed Mod. Edge Mod. Speed Slope __ _. t t ,t .3.,• __ _._ ______ S. til d Group 1 Group 2 Group 3 Group Group Group3 Group 1 Group 2 Group 3 Group Group 2 Group 3 Group 1 Group 2 Group Group Group Goup+1,• .. t. .,.1 .oup1 OE Group3 Group Group 2 Group Group 1 Group 2 Group 3 Group 1 Group2 Group 3 Group 1 Group2 Group 3 Group 1 ME Group 3 Group 1 Group Group 90 8-20 130 130 130 110 110 110 92 92 91 82 82 82 74 74 74 .68 66 68 54 I 64 60 Mali NEI 128 116 103 99 mph 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 72 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 131 131 131 131_112 112 I 28-45 128 128 128 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72 68 68 64 64 - 64 61 61 61 58 58 _ 58 55 55 55 53 53 53 128 128 128 123 124 104 I 95 8-20 130 130 130 110 110 110 92 92 92 91 91 Ear 68 68 -68 64 1 64 64 50 1 I 60 57 122 108 97 93 MP" 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 7! 2 55 65 qi65 Fil ti!_ 61 ® 131 129 306 106 m p 28-45 128 128 128 303 103 103 88 68 88 87 87 87 80 80 80 75 75 75 72_ '�_ 43 r42^1�� ^64 64 ; 1331 128 117 117 99 100 8-20 130 130 130 110 110 110 92 92 92 91 91 91 82 82 82 74 74 74 68_ 68-I68_ 84 64 ,• 64 60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 130 116 102 92 88 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 44 77 65 _55_4_518 51 ®m Ens131 123 100 100 mph 28-45 128 128 128 103 103 103 88 88 88 87 87 87 80 60 80 75 75 75 2 I 2 i 72 68 68 1 68 artigns ImEni 121 112 111 96 105 8-20 130 130 130 110 110 110 92 92 giamangam 82 82 82 74 74 74 '58.WIC 613 64 4 64 i 04 60„/„_103___/.1 50 57 57 57 54 54 54 51 51 51 49 49 49 128 114 108 96 87 83 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 7' 72 651 68 65 61 I 61 61 58 58 58 55 55 55 52 52 52 50 50 50 131 126 126 117 96 96 MP" 28-45 128 128 128 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 '72 4-72 60 I 68 Y 68 64 64 611111MMII 61 61 58 58 58 55 55 55 53 53 53 128 IEEE 114 107 105 89 8-20 130 130 128 110 110 110 92 92 �m 82 82 82 74 74 74 68 48 68 Od 64 7 64 : fro 130 ...,.._.p._ _t__1____ 101 91 83 79 nWh 21-27 131 131 131 105 SOS 105 89 89 �� 81 81 81 76 76 76 72 72 72 b5 _65�_65 6t tie M� 118 111 91 91 28-45 128 128 128 103 103 103 88 88 80 80 80 75 75 75 -72 12 `72 68 60 68 64. 64011.1annil 61 61 58 58 58 55 55 55 53 53 53 128 m 109 101 100 84 8-20 130 128 123 110 110 110 92 92 IIZEIIIIEIIIIIICEMKIEIV 88 64 64 64 60 0 do 57 57 57 54 54 54 51 51 51 49 49 49 116 101 96 87 79 75 21-27 131 131 131 105 105 105 89 89 � 72 65 b5 65 '; 61 61 58 58 58 55 55 55 52 52 52 50 50 50 131 112 112 106 87 87 MP" 28-45 128 128 127 103 103 103 88 88 inmirrawaserar 72 12 gm sg .,, 59 64 IMII61M1MMII 'En 103 97 96 80 8-20 130 123 116 110 110 110 92 92 111111MIDIMEEMIEW •' - 64 1 60. 6U 60 120 � 68 68 t �� 91 83 75 72 h 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 I 7 7) 65 to 65 t 64 51 fit 61 58 58 58 55 55 55 52 52 52 50 50 50 137 107 107 101 83 83 mp 28-45 128 128 122 103 103 103 88 88 88 87 87 87 80 90 80 75 75 75 72 -• 77 I 72 68 68 i 68 i 64. 64 64 61 61 61 58 58 58 55 55 55 53 53 53 120 118 97 93 91 77 130 8-20 126 111 105 110 110 105 92 92 91 82 82 82 74 74 74 • 68 68 64 11 6a 60 60 57 57 57 54 54 54 51 51 51 49 49 49 97 t� 96 77 69 66 21-27 331 121 121 105 105 105 89 89 � 87 81 81 81 76 76 76 72 '_ 72t 66 ( 45_,� 64 6b�65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 122 m 967 93 76 6 mph 28-45 128 128 111 103 103 103 88 88 IIIIMIEBIlinn 87 80 80 80 75 75 75 72 I 72 77 b8" -68 68 64 1,1, 64 61 61 61 58 58 58 55 55 55 53 53 53 109 ®r: 88 86 83 72 140 8-20 114 101 96 110 101 96 92 92 IllallrBIIIELU 91 82 82 82 74 74 74 68 68 68. 64--i �t 64 60_ a! : 40 57 57 57 54 54 54 51 51 51 49 49 49 88 0 75 72 64 61 MP"h 21-27 131 111 111 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 + 724_ 7 ;�65 1 65 t 65 61 61 ' 61 58 58 58 55 55 55 52 52 52 50 50 50 112 m 88 86 72 72 p 28-45 124 124 102 103 103 102 88 88 88 87 87 87 80 80 80 75 75 75 72 02 68.1 68 1 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 S3 100 MEN 80 79 75 64 150 8-20 104 92 88 101 92 88 92 91 MOM -- 68,_ 64 61 64 60 I 50 i 60 57 57 57 54 54 54 51 51 51 49 49 49 81 69 66 59 53 mph 21-27 128 102 102 105 102 102 89 89 ® 72 by65 i 65 61 1 I 91 58 58 58 55 55 55 52 52 52 50 50 50 101 . 80 79 65 65 6 28-45 115 114 93 103 103 93 88 88 88 87 87 87 80 80 80 75 75 75 72 72 72Ell 68 I 58 64 j 64 64_ 61 61 61 58 58 58 55 55 55 53 53_ 53 92 90 74 74 I 72 59 160 6 8-20 96 85 80 96 85 80 92 85 80 91 85 80 82 82 80 74 74 74 +w-'66 68 68-xl���Rlxs�6�4,x�Rt 64 Sl_i 60 50 57 57 57 54 54 54 51 51 51 49 49 49 75 86 64 64 50 45 21-27 119 96 96 105 96 96 89 89 87 81 81 81 76 76 76 72 72 7. p1x44�4<i.✓! SS 67 I 61 61 58 58 58 55 55 55 52 52 52 50 50 50 96 74 74 74 61 61 PIP" 28-45 107 105 87 103 103 87 88 88 87 87 87 87 80 80 80_ 75 75_ 75 72 72 72 i 68 68 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 86 82 67 69 65 49 170 8-20 88 79 75 88 79 75 88 79 75 88 79 75 82 79 75 74 74 74 68_ 66 '68 64 7 64 i 64 6,0 6060 57 57 57 54 54 54 51 51 51 49 49 49 72 64 58 59 44 ; 40 @ MP"h 21-27 111 88 88 105 88 88 89 88 87 81 81 81 76 76 76 72 I 72 I ' 1 65 65 65 61 63 61 58 58 58 55 55 55 52 52 52 50 50 50 87 m .69 89 54 54 p 28-45 100 97 81 100 97 81 88 88 81 87 87 81 80 80 80 75 75 75 7 58 68 1 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 80 75 64 65 60 40 II 175 8-20 85 76 72 85 76 72 85 76 72 85 76 72 82 76 72 74 74 72 68 68 68___64 64 I 64 60 0_1_50 57 57 57 54 54 54 51 51 51 49 49 49 68 60 53 55 41 38 21-27 107 84 84 105 84 84 89 84 84 81 81 81 76 76 76 72 , 77 65 • 65 i 65 61 I 61 61 58 58 58 55 55 55 52 52 52 50 50 50 34 66 66 67 50 50 mph 28-45 97 93 78 97 93 78 88 88 78 87 87 78 80 80 78 75 75 75 72 , 72 68 c 68_ji 68 64 64_ 64 61 61 61 58 58 58 55 55 55 53 53 53 77 73 60 64 58 36 180 8-20 83 74 72 83 74 72 83 74 72 83 74 72 81 74 72 74 73 72 68 68 68_ 64 54 I 64 60 60 60 57 57 57 54 V 54 54 51 51 51 49 49 49 66 56 48 52 i 39 36 21-27 103 82 82 103 82 82 89 82 82 81 81 81 76 76 76 72 72 72 65 r 65 T 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 80 _ 64 64 65 48 48 mph 28-45 93 91 75 93 91 75 88 88 75 80 BO 75 75 75 75 72 72 72 68•+6 8 L, 68__ 84 643 64" 61 61 61 58 58 58 55 55 55 53 53 53 75 72 57 61 56 33 =Porn 72"span - =min 64"span =min 48"span REV 12/12/2019 M.=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. t 1. 3, 1 d( dip, 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 edge ofoverhang.Thedimensions used the outside the horizontal MIto compute the edge distance shall not include any overhang Group Group Grouplig Group Group Group Group Group 3; O ®e; O i® distances. Group 1 2 3 2 3 1 2 3 ° ° h ASCE 1 2r 2e 1 2e 3 1 2eIII B B=Horizontal dimension of building measured normal to wind 7-16 3 2r "®'-. I ELEVATION --I direction,in ft(m). • Roof Zones - ©, ® '0 h=Mean roof height,in ft(m). d Figure 3:ASCE Roof Zone Locutions for Hip Roofs 9=Angle of plane of roof from horizontal,in degrees. Rail: f l h s o MMunt Systarr Spatz Tetde(Inches),Portrait 0,Landscape tnst31iaEWrt XR100 4; Max Morioka Length'673° (*Ad typ 1 Max M dtiie SF.21 S€ __ n_„, . '^, Expose, % Wind Roof �. .���� 1 .�� 30 psf. .i. 40 psf, ���SO psf 60 psf 1 70 psf SO psf -__ 90 psf 100 psf 110 psf 120 psi Exposed Mod. Edge Mod. �• � doh�15����������Group l� �� ==Group•I 2 Grou,,,, . i ', vroup 1 Group 2 Group 3 Group 1 121 Group 3 Group 11:11112 Group 1 Group2 Group 3 Group 1 Group 2 Group 3 in Group 2 Group 3 In Group 2In 90 Imo®' ®' 0' ®' m' mmEMm���mm�mmm ._i,_6?4 64 66 �.' �m�®m��®®®m�mm®���� ®II®®I®0IE m�m�Eaamm■Mmmmimmm 72__65 65 65 �®m� ®®®mmml0�m®mm®mm mph��mmm0mm �mm�" �i010m®®® 72 66 58 : 68 '�mmm� 95 �mIIIE ����mmmmmmmmmlmmm cs7I illffillall0111110111101111113111111EIMII112311112mszaffuEmpurrairamiga®®®®®®®�®r ®® 128 128 ®®9 �mph� ��0mm �m0mmm�m' mimm �m' I®IEt�mml�m0m101010mmm010iZE-.68: 68 68 64 64 64 m®®©10�®®®i�010®IIII�ImO 83 100 ®®IIII !®mmm1111� �m10mmmm10m0�r� ,--. . 55 $ 6, �10m®®®®®®m1010®0mm� mph�mmm®''� ®' ®' mmmm��mm�OmeA1 2 72 '.• 54 . 68 }'68 inillallICIIIKIMICE111101111E11111TEMIIRINIMUIRIIIIEENHIMIIIMIIINIER1111131115711Ealliffill 105 II�01�®0m' mllll�mmllm010m0m111I0 ss 66 6a b4 14 , 54 0 jj 66 co_mI®I®0©mIIII®I®®m0mm" m�mm mph����lail�hi� iggl��®' ®�� ' } _ 65��65 65 6.._ 61 -61 m�®®®®i®mmm.E m®' m��� 68 68 66 64 64 s mmm0m®i®®®®®m®mmntssm 110 1113mIIII11EMIIIIIF/161311®' 111131I0mm01011111110111113311m0111 INII0 68_ 68 OP__ r4 54 1 5$ 0 a-660 miiiii®®®®®®®' to®' ®�umm�� ®®mm®' mmm��mmmm00010m 72 6S 'SS 4 4 61 614 m0mm��®®®®®®�fri m m mph�00®mm®' mm�mmmmm' ®m® 72 72 2 68 68 , M 6, 64 _sa II®I®mlOml®I®®mm0i010m0 215 ®Etr�m�mmmmmmmmmmmm0m 6g 6s e'S 64 6a4 64 5:i 60 so 66 am ®®®®mfmmmmm�m��m�mmlm 22 • 12 ,-- F5 65 66 51. .1-t-61 �0�®i®®mi®®mmm' mmlm HHHHHHHHHHHHHHHHHH 1 72 4 72 64.� 68 66 64 64 64 , 6411 i� ... . 68.z 68 68 64 64 64 '' 60 60 87 78 74 7 2 64 60 r ������� ���� �®®� 72 _2 , 55 68 68 61 , 64 1 61 72 4 7 68 68. F 58 64 54 r 61... ®®®®®®m�m 10 iiimm 130 ��0�Im0�00�0m�m0m00� .: w y s4_4_64 GO G0_i_60 0®®0010®®®m00© 72 1 66 mph 11- ®®���ne eii�ii�� t S5 I 651 65 61 t 6 61 m7: mm®®I®m®mmmm 78 78 i 68. ( 68�1' 68 tid 64 64 mmmmmm®®®®®®m 87 72 140 IMCII0IIIEEIII0m0mm0IEII0mI010mI01010 68 68 ( 6$ 64 64 64 s0 60 a ®®�®�®®®000 73 64 e 72 i 72--}1- § 6s 65 61 t 61 Si �m�®®®®®®mmm 90 72 72 MIN mph 1 2®' .Man®' �Bina e�� i it It t 5 72 - 2 1 68-T-62�1-68 64 tot 64 11311mm11Mm111111®®®®il®® 82 78 mm11111: m I�113111 a0�®m1111�m®101®�m0®110010 6�_ 66_+ _®®®m1010®®IIII®m00 ®m 54 40 IBM ▪ ®mm©Im10�0��m10ClmmmOiam 6t 61 01 00�®®®m®I®0m' im 8 m 66 49 m .r ®�mm 99 78 0tr7�m010m0m00® 65 •. ���® �m' �m. 90 86 m��®mm®m�mmm 68 ' 68 �mmmm��m®®®®®® m�110 r 0 170 EIECIm 73 68 m0 "- mm : °mm m® fig 65 'P 64 i,._64 61 _60 mm1®®0m®I®®lmmm®�0 • ®I00� 91 ' '72 ®m ®mm®m m 69 69 49 65 6S 65 71 mm®®®®®mmm' mm®®mm® mph• ®01 N' 6_ 'm ,: :: pmm 694 69 59' 65 1 55 1 65 m®mom IIIIDEz7 180 �m ,..60 77 64 SO i F0 77 5�3 69 .r 67 t to fA 64 I 50 t 53 64 ®®���®®�®®0' 4HH®H® mph®m'.':0_1,_67 R4� 67 67 m .� + _Q d7: 67 78_ 67 67_ J3_ _• 66_ 6 , 67.. 65 t 65 _65 61 r 11 ®' 10m 28-45 78 74 I 61 78,j 74 i 61 78 74 61 78 74 j 61 78 1 74 I tit 75 I 74 61 -' Si_t 67 i 67 61 64 64 61 61 61 61 58 58 58 55 55 55 53 53 53 61 52 44 32 =min 72'•span =min 64"span =min 48•'span REV 12/12/2019 m=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Hip) 1d I a=10%of least horizontal dimension or 0.4h,whichever is smaller, o• ® 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 ii 1. �„� y-:, the outside edge of the overhang.The horizontal dimensions used Group Group Group Group Group Group��Group Group x; O ®® O ;c II to compute the edge distance shall not include any overhang 1 2 3 1 2 2 3 distances. ASCE 1 2r 2e 2e 1 2e 2r a B=Horizontal dimension of building measured normal to wind 7-16 3 2r 3 O'', ELEVATION direction,in ft(m). Roof 1 ,©• ® •r, Zone s }}} h=Mean roof height,in ft(m). Figure 3 ASCE Roof Zone Locations for Hip Roofs 0=Angle of plane of roof from horizontal,in degrees. z Rail: 8tretirr�has) i��rtta?tnsttrfdccaliaE stator 'i- {8O cell tvn l2 Max Module SF121 SF XR100 :�.°.. Exposure _ r wl • Roar Ground Snows 0 psi 10 psf 20 psf 30 p4f 40 psf 50 psf 60 otf _'...�7-..._ 70 psf .1 80 psi _ 90 psi 100 psf 110 pof 120 psf Exposed Mod. Ede Mod. 1 :V ldegj Group1 Group?Group 3 Group 1 Group 2 Group3 Group 1 Grow 2 Group3 Group 1 Group?Group 3 Group 1 Group2 Group 3 Group 1 Group2 Group 3 Group 1i, -i 6.-...1 Group 1 Group?Group 3 Group 1 Group?Group3 Group 1 Group?Group 3 Group 1 Group?Group 3 Group 1 Group?Group 3 Group 1 Group2 Group 3 Group 1 Group2 Group 3 9 0 8-20 130 126 122 1 110 110 110 92 92 92 91 91 91 82 82 82 74 74 74 �stl 1 68 I 68 64 I S4 f 64- _60 60 60 57 57 57 54 54 54 51 51 51 49 49 49 114 100 9686 78 75 mph 21-27 131 131 131 t 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 72 72 •5-t_6$ 65.. 61 { 61 61 58 58 58 55 55 55 52 52 52 50 50 50 131 112 112 105 86 86 28-45 128 128 128 103 103 103 88 88 88 87 87 87 80 80 80 75_ 75 75 72 72 72 ' 08 +. bit y 6 64'7 64 64 61 61 _ 61 58 58 _58 55 55 55 53 53_ 53 124 124 103_96 96 80 95 8-20 130 121 116 r 110 110 110 92 92 92 91 91 91 82 82 82 74 74 74 a .� 66- 68 64 1 64 64 60 T 60 ! 60 57 57 57 54 54 54 51 51 51 49 49 49 107 96 89 82 74 ° 72 21-27 131 131 131 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 I 72 65 1 65 55 61 51 51 58 58 58 55 55 55 52 52 52 50 50 50 130 104 104 99 81 81 MP" 28-45 128 128 121 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 77 1 72 ! 22 68,,2,_68 1 68 64 ¢4„,::64 61 61 61 58 58 58 55 55 55 53 53 53 117 116 96 91 88 75 /00 8-20 128 113 108 110 110 108 92 92 92 91 91 91 82 82 82 74 74 74 -68 t '6e i 68 64 64 4i, 64 60 I 60 60 57 57 57 54 54 54 51 51 51 49 49 49 99 88 83 78 72 67 MP"▪ 21-27 131 125 125 105 305 105 89 89 89 87 87 87 81 81 81 76 76 76 72_i 72 � . 45 85,�65 61 51 61 58 58 58 55 55 55 52 52 52 50 50 50 124 97 97 9677 77mp 28-45 128 128 114 103 103 103 88 BB 88 87 87 87 80 80 80 75 75 75 72 72I 77 66��-,68 I 68 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 111 I 109 90 87 83 72 105 8-20 122 107 101 110 107 101 92 92 92 91 91 91 82 82 82 74 74 74 68„1, 68 I 68 64 I N64 ii-�6„4�_6O ,4 M, 60 57 57 57 54 54 54 51 51 51 49 49 49 92 82 78 74 66 64 nip"▪ 21-27 131 118 118 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 77 i 66 i 55�F 656 r 61 ' 51 58 58 58 55 55 55 52 52 52 50 50 50 116 92 92 89 73 73 28-45 128 128 108 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 2 68 j 68 1 66 64 64 64 61 61 61 58 58 58 55 55 55 53 53 53 104 103 81111 .1Mll 79 67 110 8-20 114 100 96 110 100 96 92 92 92 91 91 91 82 82 82 74 74 74 6$_ 68 68 64 1 64_)64 4 60 60 60 _ 57 57 57 54 54 54 51 51 51 49 49 49 87 78 74 72 64 60 MP" 21-27 131 112 112 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 2 [ 72 64-_6$4 65 ,1 61 61 58 58 58 55 55 55 52 52 52 50 50 50 109 87 87 84 64 89 28-45 124 125 103 103 103 103 88 88 88 87 87 87 80 80 80 75 75 75 72 72 12 66 68 1 66 64 64 64 „ 61 61 61 58 58 58 55 55 _ 55 53 53 53 99 96 79 79 75 64 1, 8-20 108 96 91 108 96 91 92 92 91 91 91 91 82 82 82 74 74 74 SR 68 66 r 64 64 1 64 , 60 60�60 57 57 57 54 54 54 51 51 51 49 49 49 83 74 72 67 60 56 21-27 131 105 105 105 105 105 89 89 89 87 87 87 81 81 81 76 76 76 72 1 72 72 65 65 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 104 82 82 80 66 66_ MP" 28-45, 118 118 97 103 103 97 88 88 88 87 87 87 80 80 80 75 75 75 72 . 722 68 I t 68 I 68 EA_64 64 61 61 61 58 58 58 55 55 55 53 53 53 96 91 75 75 72 1 60 120 8-20 301 90 86 301 90 e6 92 90 86 91 % e6 62 62 82 74 74 74 S8 68 68 64 54+ 64 _50 50 60 57 57 57 54 54 54 57�51 51 49 49 49 79 72 66`fi5 55 50 mph 21-27 126 100 100 105 100 100 89 89 89 87 87 87 81 81 81 76 76 76 72 / I 2,6� 65 65^ 61 61 61 58 58 59 55 55 55 52 52 52 50 50 50 99 78 78 77 64 64 28-45 113 112 92 103 103 92 88 88 88 87 87 87 80 80 80 75 75 75 72 I 72 72 e's8j_ii8 68 64 64 64 61 67 61 58 58 58 _55 55 55 53 53 53 90 86 I 72 72 67 57 130 8-20 91 82 78 91 82 78 91 82 78 91 _ 82 78 82 82 78 74 74 74 68 68 1 66 64 l 64 64 50 60 60 57 57 57 54 54 54 51 51 51 49 49 49 72 64 60 6045. 41 MP"h 21-27 114 91 91 105 91 91 89 89 89 87 87 87 81 81 81 76 76 76 72 1 5.5 655 1 65 61 61 61 58 58 58 55 55 55 52 52 52 50 50 50 88 72 72 72 57 57 p 28-45 103 101 83 103 101 83 88 88 83 87 87 83 80 80 80 75 75 75 72 J 72 72 65 „ 68 68 64 1 64 64 61 61_ 61 58 58 58 _55„4, 55 55 53 53 53 82 78 54_ 66 61 43 140 8-20 83 74 72 83 74 72 83 74 72 83 74 72 81 74 72 74 74 72 68 {, 68 l2,_68 64 64,1 64 60 I 50 y=0 57 57 57 54 54 54 51 51 51 49 49 49 4 56 48 52 { 39 36 mph 21-27 104 83 83 104 83 83 89 83 83 87 83-I- 83 61 81 81 76 76 76 { - 65 4,8S 4, 5 1 4 61 58 58 58 55 55 55 52 52 52 50 50 50 80 64 6 65 f 48 48 28-45 9692 77 96I 92 77 88 �.,88 77 87 87 77 80 80 77 75 75 /5 2 � 72 68 56 68 64 64 64 61 61 61 _ 58 58 58 55 55 55 53 53 53 74 72 57 61 56 33 350 67 8-20 77 " . 6577 L 67 -.$67 77 --t r7l$79 77 .67' 65 77 ;' .8 ?' 74 ;'`�7_4 65 66 67 1,_ 6S 64 tom.... 64 isi e0 _60- 57 57 57 54 54 54 51 51 51 49 49 49 61 44 40 45 21-27 9675 7 96 1 .5 75 89 75 75 87 75 75 80 75 75 75 75 7 12 72 65 I 65 1 65 1 i t 61 58 58 58 55 55 55 52 52 52 50 50 50 74 58 58 60 40 40 mph 28-45 87 83 '69 87 83 'Ws 87 83 a•'-..$+`_ 87 83f 69'80 80 '--' j 75 75 69 22 I 69r 68 ,.68'. 58 64,� 64 I 64 61 61 61 58 58 58 55 55 55 53 53 53 '0$;;;..`,'w 40 56 44 160 8-20 72 t 64' 60 72 1 04 60 72 60 72 E' 4-1.' 50 72 �$4'. 60 72 °'64 60 68 64,_I 6C_ 64 f 64 f. 55 1 60„I_ 60 57 57 57 54 54 54 51 51 51 49 49 49 53 38 39 21-27 88 4 72 I 72 88 4 72 72 88 72 72 86 72 72 79 72 72 73 72 72 69 1 64. f--69 65 65 65 61 I 61 1 61 58 58 58 55 55 55 52 52 52 50 50 50 v 46 48 53 mph 28-45 80 I 77 11 64 B0 77 `� 80 77 80 77 6 O; 80 1 `6r'I 75 4 75 64 72 57 I 64 -68{ 68 , 64 64' 64 - 64 _61 61 61 58 58 58 55 55 55 53 53 53 -- 58: 32 48 - 170 8.20, 66 57 49 ''66 57 49+.`.;16I;b' 57 49 `:a: r 57 49 61, ,j 57 49 46 1 57 44 6645 54 ' '?7 49 60 57 49 57 , 57 49 54 54 49 51 51 49 49 49 49 45� 21-27 R2 65 66 82 65 's 82 82 v ":63', 78 65 65 72 65 66 68 65 L 65 664 �64 64 61 W 61 61 58 58 58 55 55 55 52 52 52 50 50 50 'j;. Ell mph 28.45 75 72 58 75 72 r 58 75 72 58 75 72 58 75 1 72 58 75 72 58 72 72 4 58 67 67 18 64 64 58 61 61 58 58 58 58 55 55 55 53 53 53 58 175 8-20 65 52 44 ' fA 52 44 '1'i 1 52 44 -'k 4 r 52 44 ' 55 52 44 -:65 52 - 446 52 ' 44 64 ' 52 I 44 60 1 52 44 57 52 44 54 52 44 51 50 44 49 49 44 43 21-27 79 64 64 79 - 00 79 y x�. 64 77 64 64 72 64�64 67 64 64 64 _64 61 }I 61 61 58 58 58 55 55 55 52 52 52 50 50 50 61 38 mph 28-45 73 67 52 73 67 52 73 ' 1 52 73 .7 52 73 67 52 72 67 52 66 i 66 52 64 I.64 52 61 61 52 58 58 52 55 55 52 53 53 52 56- 40 180 8-20 64 48 42 64' 48 42 E -- 48 42 '6'1' 48 42 64 48 42 64' 48 42 64: 48 1 4. 64 48 1 42 59 j 48 42 57 48 42 54 48 42 51 48 42 49 48 42 40 21-27 75 60 _50 75 60 60 75 60 60 75 60 60 75 60 60 72 60 60 66 60 60 64 60 60 60 60 60 58 58 58 55 55 55 52 52 52 50 50 50 58 mph 1 28-45 72 1 65 4472 I. 44 72 -::7 '7 44 72 `.'. 44 72 65 44 72 65 44 72 •65 I 44 66 65-. 44 64. 44 44 60 60 44 58 58 44 55 55 44 53 53 44 50 ®� =min 72"span =min 64"span =min 48"span REV 12/12/2019 1111111=Shaded cells indicate conditions in which UFO Mid[lamp connection capacity is exceeded.See Note 9 on page 2 for details. I a I Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Hip) 4 Q. a=10%of least horizontal dimension or 0.4h,whichever is smaller, .t 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 •Group Group Group Group Group Group��Groupiiii _ O S•p® O i_ 11111 h to compute the edge distance shall not include any overhang 2 3 t 2 2 distances. ASCE -1 2r 2e 1 2e 3 1 2e 2r • ' B B=Horizontal dimension of building measured normal to wind 7-16 3 2r 3 a1 -'O ELEVATION direction,in ft(m). Roof 4 (m) ft in h=Mean roof height, Zones �© ® o. a Figure 3.ASCE Root Zone Locations for Hip Roofs 0=Angle of plane of roof from horizontal,in degrees. Rail: ritSVStsmSoanT9NeEnc',est.6ort7 fyrs.ancscaptt003$fla0Ksn x v` • ^.;: X R 100 ` B6 idait Lt ngzh 8O t72 Mil c$p r.M`az 490dule 5F 24 5F Wind Rod Grou dSnow:Opd 10 psf..:.. 20 psf 30 psf 40 psf •••F 0 9 f . ,3<c 70 psf. 80 pg. 90 psf' 100 pst' 110 p5f',�~•.._ 120 psf9 Exposed Mod. Edge Mod. Speed Slope - I -..-I (mph) (deg.) Group Group2 Group3 Group1 Group2 Group3 Group Group2 Group3 Group Group2 Group3 Groups Group2 Group3 7 I -_n:l .1 7,p3 Group Group2 Group3 Groupl Group2 Group3 Group Group2 Group3 Group Group2 Group3 Group Group2 Group3 Group Group2 Groups Groupl Group2 Group3 Group Group2 Group3 90 1 8-20 123 123 123 102 302 102 86 86 86 84 84 84 75 75 75 88 ) 65.. t 66 4 84 i 64 64 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 r 123 323 123 108 96 91 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69 60 I 63 54 to 64 55 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 121 121 121 10 110t mph 28-45 117 117 117 98 98 98 83 83 83 82 82 ' 82 76 76 76 67�1 67 67'T64� 64 64< 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 117 117 114 115 97 95 8-20 123 123 123 102 102 102 86 86 86 84 84 84 75 75 75 56 ! 68 68 _ 34 64 64 7 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 123 122 116 101 90 86 MP" 3 21-27 121 121 121 99 99 99_ 84 84 84 83 83 83 76 76 76 69 59 =69 �64.# 64 I 34 1- 9 I 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 121 121 120 98 98 mp 28-45 117 117 117 98 98 98 83 83 83 82 82 82_ 76_ 76 76 7 i 67 1 67.I. 67 1 64 I 64 64 59 _ 59 59 56 56 56 53 53 53 _51 51 51 49 49 49 117 117 117 109 109 92 100 8-20 1323 123 123 102 102 102 86 86 86 84 84 84 75 75 75 68 7 48 }S pg Fri 64 1 64 58 58 V 58 55 55 55 52 52 -52 49 49 49 48 48 48 45 45 45 123 114 109 96 85 81 mph 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 61 S41. _. .64 J 6'64 39 59 59 J 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 121 121 , 114 93 93 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 67 67 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 117 114 , 103 103 87 8-20 123 123 123 102 102 102 86 86 86 84 84 84 75 75 75 68 638 1 68 54 64 t._64 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 123 108 102 90 81 77 105 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69 69 �_69 aC 1 64 64 7 5., 59 59 56 56 56_ 53_ 53 53 50 50 50 48 48 48 48 48 48 _121 119 119 108 88 88 MP" 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 72 1 72 67. I 67'$7 4 64 1.64 j'64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 117 109 , 99 98 83 110 8-20 113 123 123 SOZ 102 302 86 86 86 84 84 84 75 75 75 6$ y 6$ 6L 64 ., 64 k SN >8 55 55 55 52 52 52 49 49 49_ 48 48 48 45_ 45 45 117 101 96 85 77 73 21.27 121 121 121 97 99 99 84 84 84 83 83 83 76 76 76 .69 86 69 _.54..; 54 i 64 59 59 56 56 56 53 53- 53 50 50 50 48 48 48 48 48 48 121 112 112 103 84 84 MP" 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 .- t 67 I 67 1 67_ 64 1 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 78 8-20 123 122 116 102 102 102 86 86 86 84 84 84 75 75 75 68 �,.68 7 58 64t 94 64 521_1 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 110 96 91 81 73 72 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 89 69 J 69 6-4 1 64 .1_64 59 5959 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 80 MP" 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 - �72 I 57 i�61 t 67 64. '64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 75 120 -8-20 123 116 110 102 102 102 86 86 86 84 84 84 75 75 75 68 68_Js.9 64 t 64_yk_.._64 58+ 58 58 y 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 103 67 2127 121 121 121 49 99 99 84 64 B4 63 83 83 76 76 76 69 $S_� 49 64 94 t 64: S9 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 77 mph 28-45 117 117 116 98 98 98 83 83 83 82 82 82 76 76 76 75-1---77 r g7 57-1767 ' ,_64 64_ 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 112 72 8"20 120 105 99 102 101 99 86 86 86 84 84 84 75 75 V 75 68 S 66 68 54 4.4 i 64 50 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 92 81 77 72 64 51 130 21-27 121 115 115 99 99 99 84 84 84 83 83 83 76 76 76 69 y 69 6 64--f-_64 64 9 S9�59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 _ 116 72 MP.. 28-45 117 117 106 98 98 98 83 83 83 82 82 82 76 76 76 72 I 72 72 57 67'T 67 64 64 i 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 102 102 84 80 77 66 140 8-20 109 96 91 102 96 91 86 86 86 84 84 84 75 75 75 ,.88. 68 '68 64 7 54 64 -c_i_8 j 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 84 74 72 ' 65 59 54 21-27 121 106 106 99 99 99 84 84 84 83 83 83 76 76 76 69 69 69 54_�64 64 59 I 59 j 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 105 83 83 79 65 65 mph 28-45 117 117 97 98 98 97 83 83 83 82 82 82 76 76_ 76 72 !2 _ _ , 67 97 4 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 96 96 77 74 I 72 60 150 8-20 99 87 83 99 87 83 86 84 83 84 64 83 75 75 75 68 68 . 64 "' 64.L64 1 64� 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 76 `67 65 61 f 49 45 21-27 118 97 97 99 97 97 84 84 84 83 83 83 76 76 76 69 69 69 �64 64Ny64 49 -99 Si 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 96 76 1_76 74 60 60 mph 28-45 109 108 89 98 98 89 83 83 83 82 82 82 76 76 76 72 7 ° 67- G7 67 64 64 ` 64_, 59 59 59 56 56 56 53 53 53 51 51 51 49 49_ 49 87 85 I 72 69 66 54 160 8-20 91 60 76 91 80 )6 86 80 76 84 80 76 75 75 75 68 S8 f$8 t u4 54 S7f 58 58 55 55 55 52 52 52 49 49 49 46 48 48 45 45 45 72 64� 59 56 42 38 21-27 113 89 69 99 89 69 84 84 84 83 83 83 76 76 76 69 S9 S9_ 64 ' 6.4u4 4 64 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 88 2 ! '2 69 54 548 mph 28-45 101 100 82 98 98 82 83 83 82 82 82 82 76 76 _76 > 87 67 I,6:f 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 81 78 65. 64 60 41 170 8-20 84 74 72 84 74 72 84 74 72 84 74 72 75 74 72 68 64 68 64 �54 ) 64 58 58 55 55 55 52 52 52 49 49 49 48+ 48 48 45 45 45 66 58 49 49 37 111111 21-27 105 83 83 99 83 83 84 83 83 83 83 83 76 76 76 69 69 69 641-64 64 1 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 r_82 65 65 64 48 48 mph 28-45 96 93 77 96 93 77 83 83 77 82 82 77 76 76 76 72 I 12 7.7 67 1 67 1 67 64 64.. 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 76 73 59 60 56 34 175 8"20 79 72 -66' 79 72 °'` 79 72 3 79 72 -At 75 72 68 68 68 68 64 4_64 f. 64 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 64 51 44 48 mph 21-27 101 80 80 99 80 80 84 80 80 83 80 80 76 76 76 69 69 69 64.I 64 14 64 59 t-59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 78 ,64 64 64r".: 42 42 28-45 91 R9 74 91 89 ..74 83 �,�.,88.3 74 82 82 74 76 ,6 74 77 7' 72 s 67 67 67. 64 64 64 59 59 59 `56 56 56 53 53_ 53 51 51 51 49 49 49 73 69. 58 58 51 180 8-20 78 , 611-' 66"° 78 y=.>lwi 78 bg{�74, 6^,' 78 ,N6ra,66` 75_'69 66 60 87. 66 84 I 64 64 58 58 I 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 61 48 40 44 21-27 97 77 77 97 77 77 84 77 77 83 77 77 76 75 75 69 - 69 69 64 64 64 59 59 } 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 76 60 60 60 40 40 MP" 28-45 88 86 72 88 86 72 83 83 72 82 82 72 76 76 72 72 72 1 '1 FL I 67 67 64 64 I 64' 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 72 '67 51 56 48 --111.1111 =min 72"span 64"span =min 48"span w =Note.additional installation requirement for CAMO module clamp.See Note 10 on Page 2 for details. REV 12/12/2019 PIM=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. t I a I 4Notation(Per ASCE 7-16) Grouping of ASCE 7-16 Roof Zones (Hip) © ® o, p a=10%of least horizontal dimension or0.4h,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 Group Group Group Grouplig Group�o Grouplig r- O�©®' O '� allb d compute the edge distance shall not include any overhang 1 2 3 2 2 distances ASCE 1 2r 2c 1 2e 3 1 2e 2r I B I B.Horizontal dimension of building measured normal to wind 7-16 3 2r 3 �$ ,- O'.• ELEVATION direction,in ft(m). Roof ,o •©I Zones h=Mean roof height,in ft(m). -p— Figure 3:ASCE Roof Zone Locations for Hip Roofs 8=Angle of plane of roof from horizontal,in degrees. Rail: a'< Mount$ystecn Span Table(Inches)-Portrait or tartesrape instalNatioti XR100 '_ Modat$Length:Sfl n00toa Max ModWe SC.24sP Wind Roof Orou dSnow:0pt 10 psf 20 psf 1 30 psf I 40 psf 1 50 psf _-.-r t � 0 psf ps 70 p -4�-� go psf° 90 psf* 100 pg. 110 psf. 120 psf` Exposed Mod. Edge Mod. Speed Slope _— - (mph) (deg.) Group 1 Group Group3 Group'Group;Group3 Group'Group2 Group3 Group1 Group2 Grwp3 Group'Group?Grwp3 1 uo ,,:i,.I ,x�=_ OUP1 Group 2 Group3 Group'Group 2 Group3 Group 1 Group 2 Group3 Group 1 Group2 Group 3 Group'Group?Group 3 Group l Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 90 8-20 123 123 123 102 102 102 86 86 86 84 84 84 75 75 75 68 68. 68 L 64 54 2 64 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 123 105 101 7 88 79 76 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69.-t 69 69 6A 64 1 yj 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 116 116 107 87 87 mph 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 7e -I I T_67�t�67�67_ 64. 64 066,6 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 _117 117 107 97 96 81 95 8-20 123 123 119 102 102 102 86 86 86 84 64 84 75 75 75 6E 68 - 68 64 64 f 64. 8 . 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 113 98 96 83 75 72 MP" 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69 69.4,69 64 64 54- 59 59 56 56 56 53 53 53 50 50_ 50 48 48 48 48 48 48 121 109 109 101 82 82 T P 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 t 72 i 12 67 67 07 64 4—6 64:' 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 117 117 461 92 94 77 100 8-20 123 117 111 102 102 102 86 86 86 84 84 84 75 75 75 68 68 168 64 444 f 64 I 64 58 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 106 92 87 78 72 68 21-27 121 121 121 99 99 99 84 84 84 83 83 83 76 76 76 69 69-4 69 64 64 T 564 54 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 121 102 102 96 78 78 MP" 28-45 117 117 117 98 98 98 83 83 83 82 82 82 76 76 76 72 72 i 72 67 62.4 67 j 6464 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 114 114 96 88 86 73 105 8-20 123 110 104 102 102 102 86 86 86 84 84 84 75 75 15 64 68 68 EN 64 1 SW 58 SN v:,8 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 99 8 7 82 74 67 64_144_,..-__464_.___ � }. ___� mph 21-27 121 121 121 99 99 99 84 84 84 83 63 83 76 76 76 r 69- _69 _ _-,&4 ti4 I 64_ is ja {I 59 56 56 56 53 53 53 50 50 50 48 48 46 46 48 48 191 96 % 90 74 , 74 28-45 117 117 110 98 98 98 83 83 83 82 82 82 76 76 76 72 j 72^ 77 67 67 I 67 64 i 64 t 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 108 10 88 83 81 ' 69 8-20 122 103 98 102 102 98 86 86 86 84 84 84 75 75 75 68 1 68 68 64 I 64 tm: l I 58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 92 81 77 72 -64 61 110 1 I i _-t--.—.-.____ _ _ MP"h 21-27 121 114 114 99 99 99 84 84 84 83 83 83 76 76 76 69 ] 69 � 69 64 1 64 4_64 3 I 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 115 91 91 86 72 72 P 28-45 117 117 104 98 98 98 83 83 83 82 82 82 76 76 76 72 I 12 ' 67 t 67 I 67 64 L 64 1 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 102 102 84 80 77 66 665 8-20 115 98 92 102 98 92 86 86 86 84 84 84 75 75 75 6a 68 68 I 64 64 64 N _58 1 511 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 87 77 73 67 60 58 MP"h 21-27 121 108 108 99 99 99 84 84 84 83 83 83 76 76 76 69 69 69_ 64_4_64_1 68 3 l 59 . 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 109 85 85 82 67 67 p 28-45 117 117 99 98 98 98 83 83 83 82 82 82 76 76 76 72y 67 y 6 67 I 64 _64 64. 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 98_ 96 80 76 73- 64 120 8-20 307 92 88 102 92 88 86 86 86 84 84 84 75 75 15 68 66 t 68 6d ! r4 64 58 58 58 55 55 55 52 52 52 49 49 49 46 48 48 a5 45 45 83 73 69. 64 57 52 MP" 21-27 121 103 103 99 99 99 84 84 84 83 83 83 76 76 76 68-� 64-t�"69_ 64_,_,.z_•.64 j 64 1 59 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 103 61 81 76 64 64 28-425 114 114 96 98 98 96 83 83 83 82 82 82 76 76 76 "' 1 67 f 67 i♦ 67 69_ 64 64' 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 92 91 I 76 73 72 59 130 8-20 % 84 79 96 84 79 86 84 79 84 84 79 75 75 75 68 1 4' 66_ T64 _64 t 54 t 8�58 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 73 _66 64 60 48 42 21-27 118 92 92 99 92 92 84 84 84 83 83 83 76 76 16 69 j 69_ 69 64 44 1 64 9 I 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 96 /3 73 72 58 58 Mph 28-45 104 103 85 98 98 85 83 83 83 82 82 82 76 76 76 72 57 4 67 r 57�64 94 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 84 83 1 67 67 64 48 140 8-20 85 76 72 85 76 72 85 76 72 84 76 72 75 75 72 68 158 68 4 64 p 64 64�58- 58 I 58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 67 60 59 52 I 39 ' 36 mph 21-27 107 84 84 99 84 84 84 84 84 83 83 83 76 76 76 6$ 69 69 64 1 64 64. 9 t 59 I 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 85 67 61 66 49 49 28-45 97 96 78 97 96 78 83 83 78 82 82 78 76 76 6 722 67 175 67 64 1 64 t 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 77 74 64 64 58 37 1, 8-20 78 72 _" 78 72 4'•4 78 72 x_j66. 78 72 `�- 8_it 75 72 66 69 68 66 t 64 g 64 I 64 58 I 58 58� 55 55 55 52_ 52 52 49 - 49 49 48 _48 48 45 45 45 64 48 I 4, 45 Mph 21-27 98 78 78M1+ 98 78 78 84 78 78 83 78 78 76 76 76 66 69 49 64 it C4 t 64 59 59_4 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 77 64 64 61 m 41 28-45 89 87 72 89 87 72 83 83 72 82 82 72 76 76 72 77 ' 72 6'7 t 47 67 64 64 1 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 72 69 j 55 58 irm 160 8-20 72 64 61 72 ;64;' 61 72 I'5~ 61 72 644' 61 72 64 61 68 fit 6. _ 64 t 64 61 58 1 58 T�58 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 57 40 35 39 21-27 91 72 I 72 91 72 72 84 72 72 82 72 72 75 72 72 69 69 69 54 1 64- 64 59 59- 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 72 54 54 55 © 35 MP" �. -..r ...._. 28-45 83 80 � 67'. 83 80 � 83 80 82 80 6� 76 76 67 '2 72 t 87 67 t 67 67 64' 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 66' � 37 49 �r a' _ 170 8-20 68 60 55 -..� 60 55 -�._ 60 55 �'68 60 55 '66' 60 SS 67 60 E4.I 60t >5 SR SR 55 55 55 55 52 52 52 49 49 49 48 48 48 45 45 45 48 34 y',;- m .. 21-27 84 66 66 84 4 46 ` 66 82 81 66 66 74 fd 66 68 Z 66 66 64'1 54 64 . 59+ 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 -66 44 44 48 p28-45 77 75 I 6 77 a, 77 7561 77 75 61 76 75 I 61 7 72 1 67 t 67 61 64.1 64 61 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 64 58 30 42 NM 175 8-20 45 57 65._.1 ' 51 65_1 5 51 69- 57 51 65 5 ,1 65 57 r 51 64 I 5'.{I.._51. 58 57 51 55 55 51 52 52 51 49 49 49 48 48 48 45 45 45 45 „. Tph 21-27 81_ 64 64 81 I 64 d4 8 1 64 6€. '79 ' 64 64: 7 8 y3 64 64 6 64_ 64 64 • 64 64 59 I 59 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 64 40 28-45 75 72 7S i 72 59 7 i 59 75 72 59 75 i 2 59 7? I .. 66 t 66 59 64 64. 59 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 59 51 180 8-20 .64 54 4 64 54 c .4 a4 54 45 4 54 45 64 54 1 45 64 54 64 t • 4''2 m 45 55 54 45 52 52 45 49 49 45 48 48 45 45 45 45 21-27 78 44 `1 64_ 7R '64 78 W 0i 1 78 '44 y 64- 72 60 64 67 64 64 ps4 1 64 __64 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 „`H� Mph 28-45 72 4<'681 >7 72 _57 72 ':68 57 72 _-`66 57 72 68 57 72 68 ti6 I 66 57 57 59 59 57 56 56 56 53 53 53 51 51 51 49 49 49 58 =min 72"span =min 64"span =min 48"span =Note additional installation requirement for CAMO module clamp.See Note 10 on Page 2 for details. REV 12/12/2019 1111.1=Shaded cells indicate coi".ii ticns in which UFO Mid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. I 4 Notation(Per ASCE 7-16) <1 I f +o a=10%of least horizontal dimension or 0.4h,whichever is smaller, Grouping of ASCE 7-16 Roof Zones (Hip) ©, ° 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 Group 0 ;® Mil A to compute the edge distance shall not include any overhang r Group Group Group Group Group Group Group Group �i O OO®; 1 2 3 1 2 3 ® 2 3 distances. ASCE 1 zr 2e 2e 3 1 2e 2r e B=Horizontal dimension of building measured normal to wind 7-16 3 2r 3 O'•.• I ELEVATION I direction,in ft(m). zo Roof °' ° h=Mean roof height,in ft(m). c 4 Figure 3 ASCE Roof Zone Locutions for Hip Roofs 9=Angle of plane of roof from horizontal,in degrees. I,. I Rail: 4';:'''irstern Span Tab;e linehes1.1=,rtra4 or Laredscatpe trtstaitation 1 Muchite tettigtPii t 2 cart rya t,Mao Module$F;24 SF XR100 , Wind Rod 10 psf 30 psf 40 psf 0 931 60 s 70 psf° 80 psf" 90 psf. 100 psf' 110 psf• 120 psi. Exposed Mod. ��Edge Mad. (m•end Si �e �� . Group Group2 Group3��®' Group 2 Group3 c, uo. ..1'. 'Jr. i p t.,rup 1���EM Group 3 Group 1 MI Group3®. Group 2 Group3 Group1 Group2 Group3 Group 1®, =Group1 Group2 Group3 Group 1 Group2 Group 3, 90 69 6s ._69 sa t 64 , 64 5; 88 59 E31E�®_®__®®EEEEE7mEAE�O�®__0m_m_�_�_�_m mph 20 ®®®������������ 722 69 6R a 667 V 7 GA c4 64 EiEE MEMNEM0E3EE{E®®EE®EBIEMmOmEQi®.011' STI 95 ititii®mum lEaginignagnminaucjQcsupim®® 68 66 6, W '6_ 58 ....®®.. ����M�®��� ®®i�l®ID��ID��immm0 _69 .9; 59 64 54 a z 2 6? a76? 64 6a 64 ® � HHHHHHHHH1 68 _64I- •-64 4_ HHHHHHHHHHHHHHHHHHH r ®i®1�����I0��10�m�� 64 69__ 69 64 64 3 64 53 5e m�®®I®�10' ��i0WNWI��®10�1�® •. 6? 67 67 64 (A b4 59 ®�� 21BHBHBHH®® 68 66- ~60 64 , 64+_64 6 _8 5R ®®����������� �� r 111311161 ®®IENE1131mE7mE311111NmOmm1iElE 69 69 69 64 1 64 1 64 59 ESE 58 mm®ESE®00ppmm 1111:3111:31NEN0 r I®nEigniE"immiciE-mE mEimmiOmm 69 69 69 64 64 �64 9 3 59 56 56 56 53 53 53 50 50 50 48 48 48 48 48 48 103 81 81 78 64 64 mPh rogimig mig Ei EZEEEEElmEfEEEmOEIEm 72 i 77 6/ 67 i 67 mmr mOmmmE{N®EENE€E®EtE®000m0m®®m I313E1311E31O1131111-A111:31E31mmE31E1111E3110i01EIWNtC 68 6' 64 1 64 m®®®®®im�mOmm10101E� m ®ENlE7E E E �E31E9.lE E>Emm000_69 69 69 rc_! 64 ; 64 E4EmmENE€E®mmm�m���� El! ®r ��®" �����®' ���®�� 68.4} 66 6A_I 6a + 67 6d i 67 64 64 64 64 ®®�®®���������� •' mP"r m��pmgp�����Em��� 72 69 69 64 I 64�64 E3EE{EEtE®®®m' E'.sE{EE*�0E7m�E minim t 62 16 67 64 IITIMOMMITMEMIlignISEE{EE{E®®I®®®I®mmm E mmm 130 �0m®NEMEN0E ®®EM®®E�EaO 68 66 66 94 64 64,E , 59_+-8_ 56 �0®®®0 �� 00� ��®i 0A ®E IOm�EEE�I pEEmmm00mm 69 63 69 6a 64 I u I 9 5 sv 56 mph ME}7EZEmEElmmEEEmmmEfE00mm 2 72 67"• 67 • 87 64 SIN 64 59 mE4EE E31113E®ENImE NIIENEtEmENEr�!@ 74 60 OpEtE /0 �mm mm m©N.3111IE® . ®® 68 128. m..�64 t 64_1 64 �_58rt sa.: —t1 ®®®®®���mE�Ei.�E+�mm 61 48 40 Q. ®EAOEaE 00E m©E�®mm 0 _69 69 69_ 6: 64 1 64 9 59 $5 E{EEiEE�E�E€lEEENE OBE E��00 60 60 E?Jpm mph�mEE®mE37®mml®mmE�O m z 77 72 6". . 6: r 67 ICE 64 64 m_m_mEs�E�E{N®®ENm®EENENmmE�®E31mENE 1so �® - ilzwe . Eni® .'..".`E�1oEa :` mE. E. E'+1�' 19 - 64 64 ' :,7 ®E{NE�®ENIESSE�,��mp Ex1mmm [m �m� ®EEEFEEF#E7lm�E�OEe'EEaEa�O® 69 64 64 64 E�mEMmOmE'fE�E �®m mph It mE s'T EMIE`.''J E1E131 'mEIEE IiIE®E 67 i 67 66 111123111:3111112311111231E31111311ENIWNIENINEWNINEISEINWINEINKENIENIN31111311111MNIENE31111EN 160 mEme E�E3E irsuen ... ®EfEE3EEEEE�IWINIC.E00�NINIE 00mNIEW ®EA E7 Rim EJ 64 ESE{•EE{E0®E31ENE'NE INE�mErNmmET.EDmmmO 170 8�H®©��®eel11171111171 ,41 64 4 .41 64 t H_48_1_4ft 64 64 58 48 ����®������������E3! m ®E NN�INtIENIIENN E.'1mNANL�0E E WAWA 48 al x EMI 60 60 ' Em3E�E{NEE�E�E�ENIE'EE'�E.`�E,�E,�mmIENIWNENEIEENm 176 Eam®H ®H ®� ®��® - R 64 f 54 64 64 7 ®HH®H®HH®HHHHH®HEFE E'er ®iaiEnimEZEmm®�EE�EZlE�E�®m E EEC 59_ 59 S9_ m miiiicailliiiiiim mph I®00EfEI®E�®ELEE�EEO®E� IMINal 5$ _SS__ICU 55 55 E�EME� EEE31E�E��ENE E?:E�EIEE3E 28-45 ' .`*' : 37 _e _5 37 , 37 ; 37 66. 64 37 66. 64 37 61 64 37 61 61 37 58 58 37 56 56 37 53 53 37 51 51 37 49 49 37 42 32 non 72"span ... min 64"span =non 48"span 4=Note,additional installation requirement for CAMO module clamp.See Note 10 on Page 2 for details. REV 12/12/2019 IME=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded.See Note 9 on page 2 for details. Notation(Per ASCE 7-16) d1 I 0• � a=10%of least horizontal dimension or 0.4h,whichever is smaller, Grouping of ASCE 7-16 Roof Zones (Hip) o• o 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 �; x =6�, � z• the outside edge of the overhang.The horizontal dimensions used Group Group Group Group Group gal Group Group Group •_' 0 4 c, 0 ! MI to compute the edge distance shall not include any overhang Group 1 2 3 1 2 t 2 3 4 o h distances. ASCE 1 2r 2e 1 2e 3 1 2e zr B B=Horizontal dimension of building measured normal to wind 7-16 3 2r 3 •,--%. , I ELEVATION direction,in ft(m). Zo ef5 p h=Mean roof height,in ft(m). al Figure 3 ASCE Roof Zone Locations for Hip Roots 0=Angle of plane of roof from horizontal,in degrees. PROPRIETARY AND CONFIDENTIAL Module Mounting System 05/25/2018 THE IN,RWCON CONTAIEDIN.1S DRAM. cRorsmv Cs ,RCFFaiDGF INC.AN, �m Ap Bonding End Clamp (CAMO) VARIES ..- Allill isisamiliimirl t► ,1Q- � 1 1 1 I I J 1 I I I I I 1 I A i III XR Rail VARIES DETAIL C GB (Module Removed for Clarify) r - _ I . Slope 1 PLAN VIEW 4111, All 'II Ili Module Mounting System Bonding Mid Clamp DETAIL B -4 Module Mounting System XR Rail Bonding End Clamp (UFO) ./i ►.. IRON RIDGE DETAIL A FLUSH MOUNT SYSTEM I``" "" EX 0015 EXHIBIT: EX-0015 - page 1 of 3 YKVYKItIARTANUGVNtIUtN11Al Module Mounting System 05/25/2018 si 110+ IN1115 w.avuci&nrr .Fr+ae+-,r� XRCTPoOGE INC ANY r GRA°A Nkid F IMTHQ rill4EVVRTIN Module Mounting System Bonding End Clamp (UFO) Bonding End Clamp (CAMO) PV Module XR Rail jig..i% I DETAIL D (Module Removed For Clarity) PLAN VIEW DETAIL G 0.4 X L ( MAX) (L) — 0.4 X L ( MAX) Span E D (I t t t r G i _ _ F - - Existing Roof Structure PV Module N / PV Module Rail Attachment XR Rail (FlashFoot2 Cap Shown for Reference) 3/8" Module Gap _I Module Mounting System (TYP) Roofing Bonding Mid Clamp (By Others) MEPV Module ----- ry-\,..L \ \- \) T--7 PV Module f DETAIL E Roofing Framing (By Others) Flashing ( //" IIRONRIDGE FlashFoot2 Shown for Reference) DETAIL F FLUSH MOUNT SYSTEM s''' l I`, EX-0015 -- - EXHIBIT: EX-0015- page 2 of 3 sc.,FIJ I WEI(HTtW1 I SFIC I, YKV YKItIAKT ANU I:UN�IU[N IIAI 05/25/2018 Module Mounting System Rail Attachment +"��� Bonding Mid Clamp (FlashFoot2 Cap ��4"•• Shown for Reference) `�+,� Flashing (FlashFoot2 H Shown for Reference) \; Roof Covering 44 it-1 (Shown for Reference) ,u7 <iO4.,' _,- ,_, Roof Panels 41000 -'-'- (By Others) 3/8" Bolt and Nut, (TYP) \ Module Mounting System Bonding End Clamp (CAMO) u �rOR . k Module Mounting System \. Bonding End Clamp (UFO) Roof Framing XR Rail Options, TYP: (By Others) DETAIL H 3.0 2.4 f 1 .8 5--il XR10 xR1oo XR1000 ifIlli . IRONRIDGE FLUSH MOUNT SYSTEM S F DWG. NO. EX-00 1 5 EXHIBIT: EX-0015 - page 3 of 3 _. rI;,,N;�:CnI E.NTS I �.�{�::.i C'.+ -, RECEIVED FEB 112021 HIT ATY OF TIGARD Panasonic Photovoltaic Module N325K/ N320K Panasonic's unique heterojunction technology uses ultra-thin amorphous silicon layers.These thin dual layers reduce losses, resulting in higher energy output than conventional panels. ,r ,_`. —Tab 1, --Finaer-....-.-. 'SAP''. -. Doubts-sided textured surrace I-type emorpheus layer *,� Thane emaplaus silicon kyere reduces the mum lent of - Amorphous layer � eNetrana to minimum louel. • Transparent electrode(TCO) —._.__.—..__l.attico.type eleclrodea yl 1.. U ra-then amorphous Oilcan law Electrodes — J Panasonic HIT®Black is the brand new all-black module which features high efficiency 19.4%,industry leading temperature coefficient Appearance may look --- of-0.258%1°C and a sleek design. Powerful and aesthetically designed different on actual product "•op s+sM� to make your roof look great. / r \,DNV•GL� RELIABILITY f \\ ��. Our competitive advantages FVM°Dl)IRE BILRY SCORECARD ....‘ .,4 High Efficiency at High Temperatures 25 Year Product and Performance Warranty** ... temperature increases, ® to Industry leading 25 year product workmanship perform at high levels due toHIT the industrycontinues leading and performance warranty is backed by a century As temperature coefficient of-0.258%/°C.No other old company-Panasonic. Power output is module even comes close to our temperature guaranteed to 90.76%after 25 years,far greater characteristics. That means more energy than other companies. throughout the day. Quality and Reliabilitynit %)' Higher Efficiency 19.4% Panasonic's vertical integration,21 years of �_ Enables higher power output and greater energy W experience manufacturing HIT®and 20 internal yields. HIT®provides maximum production for tests beyond those mandated by current your limited roof space. standards provides extreme quality assurance. moo❑ Low Degradation Enhanced Frame Design ❑� HIT"N-type"cells result in extremely Low Light `,/d A new 40mm frame increases durability and Induced Degradation(LID)and zero Potential strength,being able to handle loads of up to 5400Pa. Induced Degradation(PID)which supports Also,the water drainage system gives rain water reliability and longevity.This technology reduces and snow melt a place to go,reducing water stains annual degradation to 0.26%compare to 0.70% and soiling. Less dirt on the module means more in conventional panels,guaranteeing more power sunlight getting through to generate power. for the long haul. HIT.is a registered trademark of Panasonic Group 0. rj I _ :,, 1 HIT. Panasonic Photovoltaic Module N325K / N320K ,--ELEuCTRICAL SPECIFICATIONS VBHN325KA03 VBHN320Kh0.', , PE RFORMANCE WARRANTY el w Rated Power IPmaxl' i 325W 320W 97% I n. iI Maximum Power Voltage(Vpml 59.2V 58.7V • 10.76% w: Maximum Power Current hpen) 5.50A 5.46A - More polo Open Circuit Voltage(Voc) 70.9V 70.5V e5'' ow26years Short Circuit Current(lsc) 5.94A j 5.89A sok ;0% Temperature Coefficient(Pmax) ', -0.258%/°C -0.258%/°C • 76,2 Temperature Coefficient(Vocl -O.17V/°C -0.16V1°C Temperature Coefficient hscl 3.27mA/°C 3.21n,W°C no".6 s 10 15 20 ¢e NOCT 44.0°C j 44.0°C t Panasonic ■tanwMionat CEC PTC Rating(Tentative) 308.5 303.7 _ Cell Efficiency 27.8% j 21.5% DIMENSIONS 1 Module Efficiency 19.4% j 19.1% . 1......., 8' �+ 1°_;,wl A.a>,e.at Watts per Ft? 18.03W 17.8W _ f. Maximum System Voltage 600V 600V 1,111111...111.11111.111.1.1 R Series Fuse Rating 15A 15A ■ ■.. 21 'T ; . Warranted Tolerance(-/+) +70%/-0%• +10%/-0%• ry■ry■■■■■■■. e __ .� A 111111111111111111111 UUU��E�� 3 r ra i uiuuu uu MECHANICAL SPECIFICATIONS a .....1.1111 s VBHN325KA03,VBHN320KA03 ,..... ■, pp it II Internal Bypass Diodes 4 Bypass Diodes ■■■■■■■. ^ Module Area ' 18.02 Ft'11.67m') ■..■...■ o,,, __, Weight 40.81 Lbs.118.5kg1 ......... ooi ,„.. Dimensions LoWxH 62.6 x 41.5 x 1.6(1590x1053x40mm) i.... .. •vows .......F 1 Cable Length+Mate/-Female 40.2/40.2 in.11020/1020 mm) ••••Mnuvcw.ue ,a SUM Load o e.1 Cable Size/Type No.12AWG/PVCable y q mu,,iinra.w,w.°'°'. w 173 1St i S - Connector Type' Multi-Contact•Type IV(MC4Tn1 - St 11a r - Ill YP YP n rat, soxu [ 1 'a' 7,m.. @p�' t'ana/anew load lF,w,tl )- g I - Y lus°hl 161W 31 IS600 Fe1 I34W al _ Sapq f,pt It t 0- Static Wind/Snow Load 112 PSF 15400Pa1"" � �- was wale,a] At; lua'J eel Iswo nl oaoowl Pallet Dimensions LxWxH 65.3x43.7x48.5 in.(USA) Section'A-A' Section a-9' Please refer to installation manual for aaerent loads. 63.7x42.2x46.4 in.(Malaysia) Quantity per Pallet/Pallet Weight 24 pcs./1049 Lbs.1476 kg) Unit:inches Imml Quantity per 40'Container 672 pcs. Quantity per 20'Container 288 pcs. J DEPENDENCE ON IRRADIANCE 7.00 • c -, 6000wird • I Operating Conditions&Safety Ratings e.00 VBHN325KA03,VBHN320KA03 5.00 ,atxrvvrnt Operating Temperature -40°F to 185°F I-40°C to 85°C) 4.00_ --ieo0Win1'-- ---_ - -------'--- Hail Safety Impact Velocity 1"hailstone 125mm)at 52 mph 123m/s) 3 3.00- -- -- - - ---- UL 1703,cUL Certified by UL LLC. -4�W/n Safety&Rating Certifications -.--._ CEC,FSEC,1509001 2.00- - --- -- ---- �- UL 1703 Fire Classification Type 2 O00 Iiool9 _ �\ Limited Warranty 25"Yrs Workmanship and Power Output(Linearl•** ; \`; • Manufacturing Locations USA and Malaysia 0 10 20 30 40 50 60 70 80 Voltage IVI NOTE:Standard Test Conditions:Air mass 1.5;irradiance=1000W/m':cell temp.25°C Reference data for model:V81-119325KA03 •Maximum power at delivery.Far guarantee conditions,please check our guarantee document. (Celt temperature:25°C) ••Installation need to be registered through our website www.oanasonicasahilwarrantv.com within 60 days • in order to receive twenty-five 1251 year Product workmanship.Otherwise.Product Workmanship will be &CAUTION!Please read the installation manual carefully before using the products. only fifteen(15)years. ...1st year 97%,after 2nd year 0.26%annual degradation to year 25. Used electrical and electronic products must not be mixed with general household waste.For proper treatment. 'STC:Cell temp.25°C,AM1.5,1000W/ms recovery and recycling of old products,please take them to applicable collection points in accordance with 'Safety locking clip(PV-SSH41 is not supplied with the module. your national legislation. NOTE Specifications and information above may change without notice. Panasonic Eco Solutions of North America Au Rights Reserved 2 20'8 LOPY18GHT''anasonic Corporauun Spec:licatT,Is are subject to change w,lhout,:,re Panasonic Two Riverfront Plaza,5th Floor,Newark,NJ 07102 08/2C17 panasonicHIT@us.parasonic.com na.panasonic.com/us/solarpanels F517694p56'a Single Phase Inverter with HD-Wave for North America SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US / SE7600H-US / SE10000H-US / SE11400H-US7:11/ m 12-25 YEAR # WARRANTY ti) • ♦. • ♦ • ♦' S ♦ o 0 * 9 0 0 VW Optimized installation with HD-Wave technology / Specifically designed to work with / UL1741 SA certified,for CPUC Rule 21 grid compliance power optimizers / Record-breaking efficiency / Extremely small I Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp I Built-in module level monitoring / Fixed voltage inverter for longer strings / Outdoor and indoor installation / Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article / Optional: Revenue grade data,ANSI C12.20 690.11 and 690.12 Class 0.5 (0.5%accuracy) ,„ solar - • 7.- solaredge.com Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ SE7600H-US / SE10000H-US / SE11400H-US Model Number SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE7600H-US SE10000H-US SE11400H-US APPLICABLE TO INVERTERS WITH PART NUMBER SEXXXXH-XXXXXBXX4 OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 ( 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V • Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211-240-264) AC Output Voltage Min.-Nom.-Max. 1 ✓ ✓ - - ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60.5m Hz Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 47.5 A Maximum Continuous Output 6 24 48 5 A Current©208V Power Factor 1,adjustable 0.85 to 0.85 1 A GFDI Threshold Utility Monitoring,Islanding Protection,Country Configurable Yes Thresholds INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 I 17650 W Maximum DC Power @208V 5100 7750 15500 W Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V0 8.5 10.5 13.5 16.5 j 20 27 30.5 Adc Maximum Input Current @208Vta - 9 - 13.5 - - 27 Adc Max.Input Short Circuit Current 45 Adc • Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kn Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC We ghted Efficiency 99 99 @ 240V % 98.5 @ 208V Nighttime Power Consumption <2.5 W m For other regional settings please contact SolarEdge support m A higher current source may be used;the inverter will limit its input current to the values stated Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ SE7600H-US / SE10000H-US / SE11400H-US Model Number SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE7600H-US SE10000H-US SE11400H-US ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C-2.20 Optionalo% Inverter Commissioning Rapid Shutdown-NEC 2014 and with the SetApp mobile application using built-in Wi-Fi Access Point for local connection Automatic Rapid Shutdown upon AC Grid Disconnect 2017 690.12 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,U_1699B,CSA C22.2,Canadian AFC'according to ILL.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG 1"Maximum/14-6 AWG 1"Maximum/14-4 AWG Range DC Input Conduit Size/#of Strings/ 1"Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strings/14-6 AWG AWG Range Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 In/ (HxWxD) mm Weight with Safety Switch 22/10 25.1/11.4 26.2/11.9 38.8/17.6 lb/kg Noise <25 <50 dBA Cooling Natural Convection Operating Temperature Range -40 to+140/-40 to+60i31 °F/°C Protection Rating NEMA 4X(Inverter with Safety Switch) Pi Revenue grade inverter P/N:SEwxxH-US000BNC4 Pi Full power up to at least 50'C/122°F;for power de-rating information refer to:https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf • ®SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All Ro H S other trademarks mentioned herein are trademarks of their respective owners.Date,5/2019N01/ENG NAM.Subject to change without notice.