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HomeMy WebLinkAboutDESIGN WIND LOADSr 1I,,III-� [' as�Snn 1 �- ASCE 7-10 Design Wind Loads L c N (,� For Wall Components S Cladding easyseals.com Wind Pressures [psf] for use with Allowable Stress Design Wind speed V = 160 mph Exposure"D' ASD Load Combination Coefficient: 0.6 KZt = 1.0 Kd = 0.85 Enclosed Bldg GCpi - 0.18 Mean Trihuary area at least... 30 sqk Triburary area at least... 15 sg ft Triburary area at least 20 sgft Triburary area at least 25 sgft Triburary area at least 30 sgft Triburary area at least 35 sqk Triburary area at least 40 sgft Triburary area at least 50 sgft Roof Height 60'to: Zone Interior + I - Zones Comer -7.5 Zone Interior Zones Corner + Zone4 Interior + Zones Comer + - Zone Interior + - Zone Comer + Zone4 Interior + Zone Corner + Zone Interior + Zones Comer + Zone4 Interior + Zone Corner + Zone4 Interior + Zones Corner + 61 ft447.5 -47.5 47.5 -87.0 4 -07.5-07 47 47 46 46 5.8 -06.4 +45.8 -82.6 +45.2-05.9 +45.2-80.9 +44.6-05.6 +44.6-794 +43.7 -05.0 a43.7 -77- .0 ft +48.0-48.0 8 8.0 +4-08.065 +48.0 -88.0 +48.0 -48.0 +48.0 -88.0 +47.1 -47.4 +47,1 -85.5 +46.3 46.9 +46.3 -83.5 +45.7 -46.4 +45.7 -81.8 +45.1 -46.1 1 .45.1 -90.3 +44.2 -45.5 1 +44.2 -77.9 70 ft +48.6 48.6 +48.6 -89.2 +48.6 -48.6 +48.6 -89.1 +48.6 48.6 +48.6 -89.1 +47.71-48.0 +47.7 -86.6 +46.9 47.5 +46.9 -84.6 +46.3 -47.0 1 +46.3 -82.9 +45.7 -46.7 1 +45.7 -81.4 +44.8 -46.0 +44.8 -78.9 75 ft +49.2 -09.2 +49.2 -90.2 +49.2 -49.2 +49.2 -90.2 +49.2 -49.2 +49.2 -90.2 +48.3 .48.6 +48.3 -87.7 +47.5 48.0 +47.5 -85.6 1 +46.8 -47.6 +46.8 -83.9 +46.3 -47.2 +46.3 -82.3 +45.3 -46.6 +45.3 -79.8 80 ft +49.8 -09.8 +49.8 -91.2 +49.8 -49.8 +49.8 -91.2 +49.8 -49.8 +49.8 -91.2 +48.8 -49.1 +48.8 -99.7 +48.0 -48.6 +48.0 -86.6 +47.4 -48.1 +47.4 -84.8 +46.8 -47.8 +46.8 -83.3 +45.8 -47.1 +45.8 -80.7 85 ft +50.31-50.3 +50.3 -92.2 +50.3 -50.3 +50.3 .92.2 +50.3 .50.3 +50.3 .92.2 +49.3 -49.6 +49.3 -89.6 +48.5 49.1 +48.5 -87.5 +47.91-48.7 +47.9 -85.7 +47.3 48.3 +47.3 -84.2 +46.3 -47.6 +46.3 -81.6 90 ft +50.8 -50.8 +50.8 -93.1 +50.8-50.8 +50.8-93.1 +50.8 -50.8 +50.8 -93.1 +49.8 -50.1 +49.8 -90.5 +49.0 -49.6 +49.0 -88.4 +48.3 49.1 +48.3 .86.6 +47.7 -48.8 +47.7 -85.0 +46.8 -48.1 +46.8 -82.4 95 ft +51.3 -51.3 +51.3 -94.0 +51.3 -51.3 +51.3 -94.0 +51.3 -51.3 +51.3 -94.0 +50.3 -50.6 +50.3 -91.3 +49.5 -50.1 +49.5 -89.2 +48.8 -49.6 +48.8 -87.4 1 +48.2 49.2 ,48.2 -85.8 +47.2 48.6 +47.2 -83.2 100 ft +51.7 -51.7 +51.7 -94.8 +51.7 -51.7 +51.7 -94.8 +51.7 -51.7 +51.7 -94.8 +50.7 -51.1 +50.7 .92.2 +49.9 -50.5 +49.9 -90.0 +49.2 -50.1 +49.2 .88.2 +48.6 49.7 +48.6 46.6 +47.6 -49.0 +47.6 .83.9 105 ft +52.2I-52.2 +52.2 -95.6 +52.2 -52.2 +52.2 -95.6 +52.2 I-52.2 +52.2 -95.6 +51.2 .51.5 +51.2 -93.0 +50.3 -50.9 +50.3 -90.8 +49.6 -50.5 +49.6 .88.9 +49.0 -50.1 +49.0 I-87.3 +48.0 -49.4 +48.0 -84.6 110 ft +52.6 -52.6 +52.6 -96.4+52 +52.6 -96.4 +52.6 -52.6 +52.6 -95.4+51.6 .51.9+51.6-93.7 +50.7-51.4+50.7-91.5 +50.0 -50.9 +50.0-89.6 +49.4 -50.5 +49.4-88.0 +48.4 -49.8 +48.4-85.3 1 ft +5 3 .4 -5120 +53.0 -97.2 +53.0 -53.0 +53.0 -97.2 +53.0-53.0 +53.0 -97.2 +52.0 -52.3 +52.0-94.4 +51.1 -51.8 +51.1 -92.2 +50.4 -51.3 +50.4-90.3 +49.8 -50.9 +49.8-88.7 +48.8-50.2 +48.8 -86.0 it 3.4 +53.4 -97.9 +53.4-53.4 +53.4 -97.9 +53.4 -53.4 +53.4 .97.9 +52.4 .52.7 +52.4 -52.1 -92.9 -51.7 -91.0 -51.3 -89.4 -50.6 -86+ - .8 +53.8 -98.6 3 -53.8 -98.6 -53.9 -98.6 +52.7 -53.1 +52.7-95.8 +51.9 -52.5 +51.9 -93.6 +51.2 -52.0 +51.2 -50.9 +49.5-87.2+5 130 ft +54.1 -54.1 +54.1 -99.3 +54.1-54.1 +54.1 -99.3 +54.1-54.1 +54.1 -99.3 +53.1 -3.4 +53.1-96.5 +5. -52.9+52.2 -94.2 +51. -52.4 +51.5 -9.3 +50.9 -52.0 +50.9 -90.6 +49.9 -51.3 +49.9-87.8 135 ft +54.5 -54.5 +54.5 -99.9 +54.5 -54.5 +54.5 -99.9 +54.5 -54.5 +54.5 -99.9 +53.4 .53.8 +53.4 -97.1 +52.6 -53.2 +52.6 -94.8 +51.9 -52.7 +51.9 -92.9 +51.2 -52.3 +51.2-91.2 +50.2 .51.6 +50.2-88.4 140 ft +54.8-54.8 +54.8 -100.5 +54.8 -54.8 +54.8 -100.5 +54.8-54.8 +54.8 -100.5 +53.8 -54.1 +53.8-97.7 +52.9 -53.6 +52.9 -95.4 +52.2 -53.1 +52.2 -93.5 +51.6 -52.7 +51.6 -91.8 +50.5 -51.9 +50.5 -89.0 145 ft +55.2 -55.2 +55.2 -101.2 +55.2-55.2 +55.2 -101.2 +55.2 -55.2 +55.2 -101.2 +54.1-54.5 +54.1 -98.3 +53.2 -53.9 +53.2 -96.0 +52.5 -53.4 +52.5 -94.0 +51.9 -53.0 +51.9-92.4 +50.8-52.3 +50.8-89.5 750ft +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +54.4 -54.8 +54.4 -98.9 +53.6-54.2 +53.6 -96.6 +52.8 -53.7 +52.8-94.6 +52.2 .53.3 +52.2 -92.9 +51.1 -52.6 +51.1 .90.0 355 k +55.8-55.8 +55.8 -302.3 +55.8 -55.8 +55.8 -302.3 +55.8 -55.8 +55.8 -302.3 +54.7 -55.1 +54.7 -99.5 +53.9 -54.5 +53.9 -97.1 +53.1 -54.0 +53.1 -95.1 +52.5 -53.6 +52.5 -93.4 +51.4 -52.9 +51.4 -90.6 .160 ft +56.1-56.1 +56.1 -102.9 +56.1 -56.1 +56.1-102.9 +56.1 -56.1 +56.1-102.9 +55.0 -55.4 +55.0 -100.0 +54.2 -54.8 +54.2 -97.7 +53.4 •5.3 +53.4 -95.7 +52.8 -53.9 +52.8 -93.9 +51.7 -53.2 +51.7-91.1 165 ft +56.4-56.4 +56.4 -103.5 +56.4 -56A '+56.4 -103.5 +56.4 -56.4 +56.4 -103.5 +55.3 -55.7 55.3 -100.6 +54.5-55.1 +54.5-98.2 +53.7 -54.6 +53.7-96.2 +53.1-54.2 +53.1 -94.5 +52.0-53.5 +52.O -91.6 170 ft +56.7 -56.7 +56.7 -104.0 +56.7 -56.7 +56.7 -104.0 +56.7 -56.7 +56.7 -104.0 +55.6 -56.0 +55.6 -101.1 +54.7 -55.4 +54.7 -98.7 +54.0 .54.9 +54.0 -96.7 +53.3 -54.5 +53.3 -94.9 +52. -53.7 +52.2 -92.0 175 ft +57.0 -57.0 +57.0 -104.5 +57.01-57.0 +57.0 -104.5 +57.0 -57.0 +57.0 -104.5 +55.9 -56.3 +55.9 -101.6 +55.0-55.7+55.0 -9.2+4.3 .5.2 +54.3 -97.2 +53.6 .54.7 +53.6 -95.4 +52.5-54.0 +52.5-92.5 ft +57.3 -57.3 +57.3 -305.0 +57.3 -57.3 +57.3 -305.0 +57.3 -57.3 +57.3 -305.0 +56.2 -56.6 +562 +54.5 -55.4 8 -5180 +52.5-92.9 185 ft +57.6 -57.6 +57.6 -105.5 +57.6 -57.6 +57.6 -105.5 +57.6 -57.6 +57.6 -105.5 +56.5 -56.8 5. +56 -56.2+556 5.0. 02 +541-553 53.0 -93.4 ft +57.8 -57.8 +57.8 -106.0 +57.8 -57.8 +57.8 -106.0 +57.8 -57.8 +57.8 -106.0 +56.7 -57.1 6 +55.8 -56. 53190 +55.8 -100.6 +55.0-56.0 +55.0 3.8 ft +581 -581 +58.1 105.5 +58.1 .58.1 +59.1 .106.5 +58.1 -58.1 +58.1 -106.5 +57.0 -57.3 0 .56 1 . tf2+ . +53 4195 3 ft +58.4-58.4 +5 +58.4 -58.4 +584 11 -307.0 5 +58.410 +55.5-56.5 +55.5 +53.7 -94.7200 Ln • Design conforms to the Florida Building Code 6th Ed(2027), vV11114 j WGdkpeed noted above is ultimate design wind speed(3-second gust). LIJ• Tabulated design wind loads are based on ASCE 7-10 specifications foB YPlus (+) & minus (-) signs signify pressures acting toward and away from Zomponents and cladding based on design criteria as not �pt dMIa�re n. I(� t Se#erior component or cladding surface, respectively. c• Where this document is used for permit applicability o��sigme ilerl�Q (lS,l',,.�y'9� yjepp (average)Roof Height" cannot be determined, peak reof J noted homin(Basic Wind speed, Exposure Category, Risk category, eta) height chril6dused, except that eave height shall be used for roof angle rr shall be verified by the contractor &building official prior to construction. less than or equal to 10•. Round up to values shown • This specification may be used in conjunction with engineering under • Wind pressures are applicable to all buliding ,oars. W separate certification(by this engineer or by others) using Allowable Stress -Tabulated wind pressures are valid for all roof slopes; no refund., for Wco Design(AID). of slope 510• has been nsidered. U • Refer to the above -noted ASCE 7 standard for descriptions and • Tributary Area noted lntable(effective wind area) is equal Wthe definitions of all design criteria. minimum of[height x width) or[ht x ht/31. Round down to values shown. 1200 N Federal Hwy, N200, Boca Raton, FL 33432 • Zones 4 & 5 ('interior" and "comer" zones, respectively) are as shown to the right, where the dimension °a• is the minimum of 10%of the building's least horizontal dimension or 40%of the mean roof height, but never less than TO" or 4%of the least horizontal dimension. • This specification is valid only for use with structures NOT located in the upper one-half of an Isolated hill, ridge or escarpment. • This specification is valid for use with buildings of any Risk category, Including essential facilities and buildings or other structures that represent a substantial hazard to human life In the event of failure. • Design is based an structure classification as Enclosed Bldg Copyright ©2018 Easy Seals rev 0118 a Valid only with engineer's signature kraised seal i £ Ionl 4 5 Jan 018 i Christian La y, PE FL PE p67382 CA #31124 Doc No. AlOMS.160D r Easy Sea / c ASCE 7-10 Design Wind Loads eaw5eeallss..corn For Wall Components & Cladding Wind Pressures [psf] for use with Allowable Stress Design Wind speed V = 160 mph Exposure'D' ASD Load Combination Coefficient: 0.6 KZt- 1.0 Kd= 0.65 Enclosed Bldg CCpi= 0.18 Mean Triburary area at least... SO sqk Triburary area at least... 15 Sc; ft Triburary area at least 20 sgft Triburary area at least 25 sgft Tributary area at least 30 sgft Triburary area at least 35 sq ft Tributary area at least 40 sgft Triburary area at least 50 sgft Roof Height 60'to: Zone Interior + I - Zone5 Corner + Zone4 Interior + Zones Corner + Zone4 Interior + Zones Corner + Zone Interior + - Zone Corner + - Zone Interior + I - Zone Corner + - Zone4 Interior + - Zone Corner + I - Zone Interior + - Zone Corner + - Zane4 Interior + - Zones Corner + - 61 ft +47.5 .47.5 +47.5 .87.0 +47.5 -47.5 +47.5 .87.0 +47.5 -47.5 +47.5 -87.0 +46.5 .46.9 +46.5 -84.6 +45.8 .46.4 +45.8 -82.6 +45.2 -45.9 +45.2 -80.9 +44.6 -45.6 +44.6 .79.4 +43.7 45.0 +43,7 -77.0 65 ft +48.0 -48.0 +48.0 -88.0 +48.0 -48.0 +48.0 -88.0 +48.0 -48.0 +48.0 -88.0 +47.1 -47.4 +47.1 -85.5 +46.3 -46.9 +46.3 -83.5 +45.7 .46.4 +45.7 .81.9 +45.1 -46.1 +45.1 -80.3 +44.2 -45.5 +44.2I-77.9 70 ft +48.6 -48.6 +48.6 -89.1 +48.6 -48.6 - +48.6 -89.1 +48.6 .48.6 +48.6 -99.1 +47.7 -48.0 +47.7 -86.6 +46.9 -47.5 +46.9 -84.6 +46.3 -47.0 +46.3 -82.9 +45.7 -46.7 +45.7 -81.4 +44.8 -46.0 +44.8 -78.9 75 ft +49.2 49.2 +49.2 +49.2 -49.2 +49.2 -90.2 +49.2 -49.2 +49.2 -90.2 +48.3 -48.6 +48.3 .87.7 +47.5 -48.0 +47.5 -85.6 +46.8 -47.6 M6.8 -63.9 +46.3 -47.2 +46.3 -82.3 +45.3 -06.6 ♦45.3 -79.8 80 ft W9.8 -09.8 +49.8 J-922 +49.8 -09.8 +49.8 -91.2 +49.8 -09.8 W9.8 -91.2 +48.8 -09,1 +48.8 -88.7 +48.0 -08.6 +48.0 -86.6 +47.4 -48.1 +47.4 -84.8 +46.8 -47.8 +46.8 -83.3 a45.8 -07.1 +45.8 -80.7 85 ft +50.3 -50.3 +50.3 +50.3 -50.3 +50.3 -92.2 +50.3 -50.3 +50.3 -92.2 +49.3 -49.6 +49.3 -89.6 +48.5 49.1 +48.5 -87.5 +47.9 -48.7 +47.9 -85.7 +47.3 .48.3 +47.3 -94.2 +46.3 -47.6 +46.3 -81.6 90 ft +50.8 -50.8 +50.8 .93.1 +50.8I-50.8 +50.8 -93.1 +50.8 -50.8 +50,8 -93.1 +49.8 -50.1 +49.8 .90.5 +49.0 49.6 +49.0 .88.4 +48.3 -49.1 +48.3 .86.6 +g7.7 48.8 +47.7 -85.0 +46.8 -48.1 +46.8 -82.4 95 ft +51.3I-51.3 +51.3 -SU +51.3I-51.3 +51.3 .94.0 +51.3 .52.3 +51.3 -94.0 +50.3 .50.6 +50.3 -91.3 +49.5 -50.1 +49.5 -89.2 +48.8 -49.6 +48.8 -87.4 +48.2 -49.2 +48.2 -85.8 +47.2 -48.6 +47.2 -83.2 100 ft +51.7 .52.7 +51.7 -94.8 +51.7 .51.7 +51.7 -94.8 +51.7 -51.7 +51.7 .94.8 +50.7 -51.1 +50.7 -92.2 +49.9 -50.5 +49.9 -90.0 +49.2 -50.1 +49.2 .88.2 +48.6 -49.7 +48.6 -86.6 +47.6 -49.0 +47.6 -83.9 105 ft +52.2 -52.2 +52.21-95.6 +52.2 .52.2 +52.2 -95.6 +52.2 .52.2 +52.2 .95.6 +51.2 -51.5 +51.2 .93.0 +50.3 -50.9 +50.3 -90.8 +49.6 -50.5 +49.6 -88.9 +49.0 -50.1 +49.0 -87.3 +48.0 -49.4 +48.0 -84.6 110 ft +52.6 .52.6 +52.6 -96.4 +52.6 -52.6 +52.6 .96.4 +52.6 -52.6 +52.6 -96.4 +51.6 -51.9 +51.6 -93.7 +50.7 .51.4 +50.7 .91.5 +50.0 -50.9 +50.0 -89.6 +49.4 -50.5 +49.4 .88.0 +48.4 -49.8 +48.4 -85.3 115 ft *53.0 -53.0 +53.0 -97.2 +53.0 .53.0 +53.0 -97.2 +53.0 -53.0 +53.0 -97.2 +52.0 -52.3 +52.0 -94.4 +51.1 .51.8 +51.1 -92.2 +50.4 -51.3 +50.4 -90.3 +49.8 -50.9 +49.8 -88.7 +48.8 -50.2 +48.8 -86.0 120 ft +53.4 -53.4 +53.4 -97.9 +53.4 -53.4 +53.4 -97.9 +53.4 -53.4 +53.4 -97.9 +52.4 -52.7 +52.4 -95.1 +51.5 .52.1 +51.5 -92.9 +50.8 -51.7 +50.8 -91.0 +50.2 -51.3 +50.2 .89.4 +49.2 -50.6 +49.2 -86.6 125 ft +53.8 .53.8 +53.8 -98.6 +53.8 -53.8 +53.9 -98.6 +53.8 -53.8 +53.8 -98.6 - .1 +52.7 -95.8 +51.9 -52.5 +51.9 -93.6 +51.2 -52.0 +51.2 -91.7 +50.6 -51.6 +50.6 -90.0 +49.5 -50.9 +49.5 -87.2 130 ft +54.1 -54.1 +54.1 -99.3 +54.1 .54.1 +54.1 -99.3 +54.1 -54.1 +54.1 -99.3 +53.1 -53.4 +53.1 -96.5 +52.2 -52.9 +52.2 -94.2 +51.5 -52.4 +51.5 -92.3 +50.9 -52.0 +50.9 -90.6 +49.9 -51.3 +49.9 -87.8 135 ft +54.5 -54.5 +54.5 .99.9 +54.5 -54.5 +54.5 -99.9 +54.5 -54.5 +54.5 -99.9 +53.4 -53.8 +53.4 -97.1 +52.6 -53.2 +52.6 -94.8 +51.9 -52.7 +51.9 -92.9 +51.2 -52.3 +51.2 -91.2 +50.2 -51.6 +50.2 -88.4 140 ft +54.8 -54.8 +54.8 -100.5 +54.8 -54.8 +54.8 -100.5 +54.8 -54.8 +54.8 -100.5 +53.8 -54.1 +53.8 -97.7 +52.9 -53.6 +52.9 -95.4 +52.2 .53.1 +52.2 -93.5 +51.6 -52.7 +51.6 -91.8 +50.5 -51.9 +50.5 .89.0 145 ft +55.2 -55.2 +55.2 -101.2 +55.2 -55.2 +55.2 -101.2 +55.2 -55.2 +55.2 -101.2 +54.1 -54.5 +54.1 -98.3 +53.2 -53.9 +53.2 -96.0 +52.5 .53.4 +52.5 -94.0 +51.9 -53.0 +51.9 -92.4 +50.8 .52.3 +50.8 -89.5 150 ft +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +54.4 .54.8 +54.4 -98.9 +53.6 -54.2 +53.6 -96.6 +52.8 .53.7 +52.8 -94.6 +52.2 -53.3 +52.2 -92.9 +51.1 -52.6 +51.1 -90.0 155 ft +55.8 -55.8 +55.8 -102.3 +55.8 -55.8 +55.8 -102.3 +55.8 -55.8 +55.8 -102.3 +54.7 -55.1 +54.7 -99.5 +53.9 -54.5 +53.9 -97.1 +53.1 .54.0 +53.1 -95.1 +52.5 -53.6 +52.5 -93.4 +51.4 -52.9 +52.4 -90.6 160 k +56.1 -56.1 +56.1 -102.9 +56.1 -56.1 +56.1 -102.9 +56.1 -56.1 +56.1 .102.9 +55.0 -55.4 +55.0 -100.0 +54.2 -54.8 +54.2 -97.7 +53.4 -54.3 +53.4 -95.7 +52.8 -53.9 +52.8 .93.9 +51.7 -53.2 +51.7 -91.1 165 ft +56.4 -56.4 +56.4 -103.5 +56.4 -56.4 +56.4 -103.5 +56.4 -56.4 +56.4 -103.5 +55.3 .55.7 +55.31-100.6 +54.5 -55.1 +54.5 -98.2 +53.7 -54.6 +53.7 -96.2 +53.1 -54.2 +53.1 -94.5 +52.0 -53.5 +52.0 -91.6 170 ft +56.7 -56.7 +56.7 -104.0 +56.7 -56.7 +56.7 -104.0 +56.7 -56.7 +56.71-104.0 +55.6 -56.0 +55.6 .101.1 +54.7 -55.4 +54.7 -98.7 +54.0 .54.9 +54.0 .96.7 +53.3 -54.5 +53.3 -94.9 +52.2 -53.7 +52.2 -92.0 175 ft +57.0 -57.0 +57.0 -104.5 +57.0 -57.0 +57.0 -104.5 +57.0 .57.0 +57.0 -104.5 +55.9 -56.3 +55.9 -301.6 +55.0 755.7 55.0 -99.2 +54.3 .55.2 +54.3 .97.2 +53.6-54.7 +53.6 -95.4 +52.5 -54.0 +52.5 -92.5 ft +57.3 -57.3 +57.3 -105.0 +57.3 -57.3 +57.3 -105.0 +57.3 .573 +57.3 105.0 +56.2 -56.6 +56.2 -302.1 +55.3 -99.7 +54.5 -55.4 +54.5 +53.9 -55.0 +53.9 -95.9180 +52.8 543 +52.8 -92.9 ft +57.6 -57.6 +57.6 -105.5 +57.6 -57.6 +57.6 -105.5 +57.6 -57.6 +57.6 1055 +56.5 -56.8 +56.5 -302.6 +55.6 -562 +55.6 -100.2 +54.8 -55.7 +54.8 415 -53 +41 +53.0 -185 54.5 +53.0 -93.4 ft +57.8 -57.8 +57.8 -306.0 +57.8 -57.8 +57.8 +57.8 .57.8 +57.8 +56.7 .57.1 +6.7 -103 -55 +54.493 +53.3 -54.8 +53.3 -93.8190 ft +58.1 -58.1 +58.1 -106.5 +58.1 -58.1 -106.5 -58.1 -106.5+57.0 -57.3 0 5106 111 +54.6 -55.8 +54.6 -97.2-106.0 +53.5 -55.0 +53.5-94.3195 200 ft -58.4 +58.4 -107.0+58.4 -58.3 .0 +57.2 -57.6 -101.5 +55.5 -56.5 +55.5 4 9-307+5 -55.3 -94.7 N • Design conforms to the Florida Building Code fish Ed(2017). F• Tabulated design wind loads are based on ASCE 7.10 specifications for 0 components and cladding based on design criteria as noted herein. Z • Where this document is used for permit, applicability of design criteria J noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) �r shall be verified by the contractor& building official prior to construction. C� • This specification may be used in conjunction with engineering under llJ separate certification (by this engineer or by others) using Allowable Stress Z Design(ASD). l.J • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, 9200, Boca Raton, Fl. 33432 • Wind Speed noted above Is ultimate design wind speed (3-second gust). • Plus (+) & minus I-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively, • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to 10•. Round up to values shown • Wind pressures are applicable to all building Floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 910• has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimum of[height x width) or(ht x ht/31. Round down to values shown. • Zones 4 & 5 ("Interior" and "corner' zones, respectively) are as shown to the right, where the dimension V' Is the minimum of 10%of the building's least horizontal dimension or 40%of the mean roof height, but never less than 3'-0" or 4%of the least horizontal dimension. • This specification Is valid only for use with structures NOT located in the upper one-half of an Isolated hIII, ridge or escarpment. • This specification is valid for use with buildings of any Risk Category, including essential facilities and buildings or other structures that represent a substantial hazard to human life in the event of failure. • Design is based on structure classification as Enclosed Bldg Copyright ©2018 Easy Seals rev 1218 Valid only ith engineer's signature r-ised seal Christian Lanl Fi. PE #67382 Doc No. A]