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38343:08=R2 °.PG-3.- PRE '� IER - LI METAL ROOF 2 2 3 2 `'� 1 1 2 2 1 / 2 2 3 2 1 —ia CfiOnS: 2 3 ' aT Select the appropriate load table that applies to the structure in question. 1 1 2 Determine the design wind speed for the project location. a 3 2 1 2 3 a Use the attachment method indicated for that windspeed within �-J a L HIPROOF I GABLEROOF -J a L each roof zone. A:10:L OF LEAST HO VIMTAL OILIENSION OR 04h,VBIICHEVER IS SI:ALLER,BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL OLVtN5104 OR]FT(MI), NOTE:ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables OR AS OETERFAt"By OE GN OR OTMER APPLICABLE CODE below,the worst case was taken for each zone and reported using the standard ROOF ZONES FOR GENERIC BUILDING zones 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear,simple scheme, at the expense of some design efficiency.Contact the manufacturer for further information,or consult a licensed design professional. METHOD A: 24" Q.G. METHOD B: 12" O.C_ NR: CONSULT DESIGN 911 +1 19,If 1F PROFESSIONAL L - Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 12:12 Have either a flat roof,or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL30343.08: 29 a Tuffrib on 1x4's on 1513T' Plywood FL30343.08: 29 a Tuffrib on 1x4's on 15132" 12I ood Wind 105 110 120 130 140 .150 160 170 180 190_200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A: A A- A -A _A. 'A A:-; .g ; zone A. , A A A. A` .A, _°;8.:.`B '`8.;,;";g I- F ; .ry Zone 2: A A A A: . A .. A A . B.";."B "_ B;` '` Zone2: A. . A i:$:; :_B . v Zone 3: "A A. .A -A 2A- - A: g. .-g::a:Bt"j sB: Zone A A Use this toad table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof less than 1.5:12,hip roof with Have either a flat roof less than 1.5:12,hip roof with max slope of 12:12,or gable roof with slope between 4.4:12-12:12 max slope of 12:12,or gable roof with slope between 4.4:12-12:12 IM Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL30343.08: 29c ia Tuffrib on 1x4's on 15132" Plywood FL30343.08: 29cia Tuffrib on 1x4's on 15132"@Ivwood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: "A A A A A 'A'-: A A A ...A . A' Zone 1: A: A A'-. A. -A A A Zone 2: 'A. A ;A ` A:.: .A. A '; A "' A= B r:B ., r_ Zone 2: A . :A A A Zone 3: A A _ <A. , -A,:. ::pA A i" B B' . 13'.'B:. `'B;< Zone 3: A .'.A- A. ::$ s:$=_y .B-