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HomeMy WebLinkAboutDESIGN WIND LOADSr �•-va-6 v `.0 Easy 1 �- ASCE 7-10 Design Wind Loads wind Se�eg y=nl O mph Exposure'D' z N li l,) For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 easyseals.com ST. Lucie Count Per €tlhd WindPressures[psf]forusewithAllowableStressDesigno. _=Eclosed[31dg ccpi=o.)a Mean Triburary area at least... 30 Sol lit Tributary area at least.- 15 sgft Triburary area at least 20 sgft Tributary area at least 25 sq fit Triburary area at least 30 sgft Tributary area at least 35 Sol ft Triburary area at least 40 sgft Triburary area at least 50 Sol ft Roof Height 60'to: Zone4 Interior + Zones Comer + Zone Interior + Zone Corner + Interior Corner + Zone Interior + Zone Corner + Zone Interior + Zone Corner + Zone4 (Interior)Comer + - Zone + - Zone4 Interior + - Zones Corner + - Zone Interior + - Zones Comer + - 61 ft +47.5 -47.5 +47.5 -87.0 +47.5 -47.5 +47....5 -87....0. +47.5 -47.5 + ++57.0 +++455555...203 ----45555566....9072 ++++45555455....2803 ----89990889....9601 +++44554744....6346 ----44555855....6358 ++++44554744....6346 ----78994967....4282 ++++44553633....7335 --0--4555745....0680 ++++44553633....7335 ----78997143....0 65 ft +48.0 8.0 +48.0 -88.0 +48.0 -48.0 80-880+48.0 -48.0 +48.0 -88.0 +47.1 -47.4 +47.1 .85.5 +46.3 -46.9 +46.3 -83.5 +45.746.4 +45.7 -81.8 +45.1 46.1 +45.1-80.3 +44.2 45.5 +44.2-77.9 70 ft +48.6 -48.6 +48.6 -99.1 +48.6 48.6 86 -891+48.6 48.6 +49.6 -89.1 +47.7 -48.0 +47.7 -86.6 +46.9 -47.5 +46.9 -84.6 +46.3I-07.0 +46.3 -82.9 +45.7 46.7 +45.7-814 +44.8 46.0 +44.8-78.9 75 ft +9.2 -9.2 +49.2 -90.2 +49.249.2 +492902+9.2 49.2 +49.2 -90.2 +48.3 48.6 +48.3-87.7 +47.548.0 +47.5-85.6 +46.8-47.6 +46.8-83.9 +46.3-47.2 +46.31-82.3 +45.346.6 +45.3-79.8 80ft +49.8-49.8 +49.8 .91.2 +49.8-49.8 +49.8-91.2 9.8 -49.8 +49.8 .91.2 +48.8-49.1 +48.8 -88.7 +48.0 -48.6 +48.0 -86.6 +47.4 -48.1 +47.4-94.8 +46.8 -47.8 +46.883.3 +45.6-47.1 +45.8-80.7 ft +50.3 -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 +4 +4 +85 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 +49.049.6 +49.0 -88.4 +48.3 -49.1 +483 .86.6 +47.7-48.8 +47.7 -85.0 +46.848.1 +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 +48.849.6 +49.8 -87.4 +48.249.2 +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 +51.7-94.9 +50.7-51.1 +50.7 -92.2 +49,91-50.5 +49.9 -90.0 +49.2 -50.1 +49.21-88.2 +48.649.7 +49.6 -86.6 +47.649.0 +47.6-93.9 105 ft +52.2-52.2 +52.2 -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 -90.9 +49.6 -50.5 +49.6-88.9 +49.0 -50.1 +49.0 -87.3 +48.049.4 +48.0 -94.66 110 ft +52.6 -52.6 +52.6-96.4 11 +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+53A -3.0 5 +53097.2 +53.0 -53.0 +53.0 -97.2 +52.0 -52.3 +52.0 -94.4 +51.1-51.8 +51.1 -92.2 +50A -513 +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+53.4I-53.4 +53.4-97.9 +53.4-53.4 +53.4I-97.9+52.4-52.7 +52.4 -95.1 +51.51-52.1 +51.5-92.9 +50.8 -51.7 +50.8-91.0 +50.2-51.3 +50.2-89A +49.2-50.6 +49.2-86.6 125 ft +53.8 -53.8 +53.8-98.6 +53.8 -53.8 +53.8-98.6 +53.8 -53.8 +53.8 -98.6 +52.7-53.1 +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 +54.81-54.8 +54.8-100. +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 +5L6 -91.8 +50.5 -51.9 +50.5 -89.0 145 ft +55.2-55.2 +5.2-101.2 +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 ft +55.8 -55.8 a55.8 -102.3 +55.8 -55.8 +55.8 -302.3 +55.-55.8 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 +SL4 -52.9 +51.4 .90.6155 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 -54.3 +53.4 -95.7 +52.8 .53.9 +52.8 -93.9 +51.7 -53.2 +51.7 .91.1 165+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 +553 -100.6 +54.51-55.1 +54.5 -98.2 +53.7-54.6 +53.7 -96.2 +53.1 .54.2 +53.1 -94.5 +52.0 -53.5 +52.0-9L6 Ai+56.7-56.7 +56.7I-04.0 +56.7 -56.7 +56.7 -104.0 +56.7 -56.7 +56.7 -104.0 +55.61-56.0 +55.6 -101.1 +54.7-55.4 +54.7 -98.7 +54.0 -54.9 +54.0-96.7 +53.3 -54.5 +53.31-94.9 +52.2 -53.7 +52.2-92.0 +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 .101.6 +55.0 -55.7 +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 +57.3 -57.3 +57.3 -105.0 +57.3 -57.3 +57.3 +57.3 -57.3 +57.3 -105.0 +56.2 -56.6 +56.2 .102.1 +55.3 -56.0 +553 -99.7 +54.5 -5 +4-9 +53.9 .55.0 +53.9-95.9 +52.8 -54.3 +52.8-92.9 +57.61-57.6 +57.6 -105.5 +57.6 -57.6 +57. +57.6 -57.6 +57.6-105.5 +56.5-56.8 +56.5-102.6 a55.6 2556 -300.2 +54.8 +54.1 -55.3 -96.3 a53.0-93.4 +57.8-57.8 +57.8-106.0 +57.8 -57.8 +57. +57.8 -57.8 +57.8 -106.0 +56.7 -57.1 +56.7 -103.1 83 195 ft +58.1-58.1 +5.1 -106.5 +58.1 -58.1 +58.1 -106.5 +58.1-58.1 +58.1 -106.5 -103. 200 ft +58.4 -58.4 +58.4 -1D70 +58.4 -58.3 +58.4 -107.0 +57.2 -57.6 +57.2 -104.0 +563 -57.0 +56.3 -101.5 +55.5 -56.5 +55.5 -99.5 +54.9 -56.0 +54.9 -97.7 +53.7 -55.3 +53.7 -94.7 Lrl • Design conforms to the Florida Building Code 6th 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 noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the contactor & building official prior to construction. C •This specification may be used in conjunction with engineering under L3J separate certification (by this engineer or by others) using Allowable Stress Z Design (ASD). 'V • Refer to the above -noted ASCE 7 standard for descriptions and democrat of all design criteria. 1200 N Federal Hwy, g200, Boca Raton, FL 33432 -Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones4&5('Intedpr"and homer" zones, respectively)are asshownto •Plus(+)&minus(-)signs signify pressures acting toward and away from the right, where the dimension 'a' Is the minimum of 10% of the building's the exterior component or cladding surface respective .1e�ast homontal dimension or 40% of the mean roof height, but never less • Where "Mean (average) Roof Height" cannot be de[ebed�UBApryr�L)tl an 3'-0" or 4%of the least horizontal dimension. height shall be used, except that eave height shall be used for rrg@��gle • This specification is valid only for use with structures NOT located in the lessthanorequalto 10•. Round up to values shown r upper one-half of an isolated hill, Of. or escarpment. •Wind pressures are applicable to all building flEo�j: I I�ySQ ��U•,jhls specification is valid for use with buildings of any Risk Category, ,Tabulated wind pressures are valid for all rooA$ ds; or Lien g essential facilities and buildings or other structures that roof slope 510° has been considered. represent a substantial hazard to human life In the event of fallure. • Tributary Area noted in table (effective wind area) is equal to the •Design is based on structure classification as Enclosed Bldg minimum of[height xwidth) or lint x ht/3]. Round down to values shown. Copyright 02019 Easy Seals rev 0819 e Valid only th engineer's i signatur & ised seal 3? � lore 4 g Au�69 Christian angl PE FLPEN67382 VA#31124 Doc No. AlOM5.160D Easy Sea 1 c / SCE 7-10 Design Wind Loodsx Ileh speed V = 170 mph Exposure 'D' easyseals.com For Wall Components & Clad < 9'0 ��?�� ASD Load Combination Coefficient: 0.6 Wind Pressures [psQ For use with Allowable Stress, KZt=1.0 Kd=0.85 Enclosed Bldg ccpi=0.18 Mean Triburary area at least... 10 sq it Triburary area at least... 15 sgft Triburary area at least 20 all It Triburary area at least 25 sgft Triburary area at least 30 act It ' I ��'area at least 35 sgft Tributary area at least 40 sgft Triburary area at least SOsgft Roof Height 60'to: Zone Interior + Zone Cornet + Zone Interior + Zone Corner + Zone Interior + Zone Corner + Zone4 Interior + Zone Corner + Zone4 Interior + Zone Corner + Zone4 Interior + Zone Corner + Zone4 Interior + Zones Corner + Zone Interior + Zones Corner + I - 61 ft +53.6 -53.6 +53.6 -98.2 +53.6 -53.6 +53.6 -98.2 +53.6 -53.6 +53.6 -98.2 +52.6 -52.9 +52.6 -95.5 +52.7 -52.3 +51.7 -93.2 +51.0 -51.9 +51.0 -91.3 +50.4 -51:4 +50.4 -89.7 +49.3 -50.8 +49.3 -86.9 65 ft +54.2 -54.2 +54.2 -99.3 +54.2 -54.2 +54.2 -99.3 +54.2 -54.2 +54.2 -99.3 +53.1 .53.5 +53.1 -96.5 +52.3 -52.9 +52.3 .94.3 +51.6 -524 +51.6 -92.3 +50.9 -52.0 +50.9 -90.7 +49.9 -51.3 +49.9 -87.9 70 ft +54.9 -54.9 +54.9 -100.6 +54.9 -54.9 +54.9 -100.6 +54.9 -54.9 +54.9 -100. +53.8 -54.2 +53.8 +53.0 -53.6 +53.0 -95.5 +52.2 -53.1 +52.2 .93.5 +51.6 .52:7 +51.6 .91.9 +50.5 -52.0 +50.5 -89.0 ft +55.5 .55.5 -101.8 +55.5 -55.5 +55.5 -1018 +55.5 -55.5 +55.5 -101.8 +54.5 -54.8 997.8 9.0 +53.6 -54.2 +53.6 -96.6 +52.9 -53.7 +52.9 -94.7 +52.2 -53.3 +52.2 -93.0 +51.2 -52.6 +51.2 -90.175 80 ft +56.2 -56.2 +56.2 -103.0 +56.2 -56.2 +56.2 -103.0 +56.2 -56.2 +56.2 -103.0 +55.1 -55.4 +55.1 -100.1 +54.2 -54.9 +54.2 .97.7 +53.5 .54.4 +53.5 .95.7 +52.8 .53.9 +52.8 .94.0 +51.7 .53.2 +51.7 -91.1 85 ft +56.8 -56.8 +56.8 -104.1 +56.8 -56.8 +56.8 -104.1 +56.8 .563 +56.8 -104.1 +55.7 .56.0 +55.7 -101.1 +54.8 -55.4 +54.8 -98.8 +54.0 .54.9 +54.0 .96.8 +53.4 .54.5 +53.4 -95.0 +52.3 -53.8 +52.3 .92.1 90 ft +57.3 -57.3 +57.3 -105.1 +57.3 -57.3 +57.3 -305.1 +57.3 .57.3 +57.3 -105.1 +56.2 -56.6 +56.2 -102.2 +55.3 -56.0 +55.3 -99.8 +54.6 -55.5 +54.6 -97.7 +53.9 -55.0 +53.9 -96.0 +52.8 -54.3 +52.8 -93.0 95 ft +57.9 -57.9 +57.9 .106.1 +57.9 .57.9 +57.9 -106.1 +57.9 -57.9 +57.9 -106.1 +56.8 -57.1 +56.8 -103.1 +55.8 -56.5 +55.8 -100.7 +55.1 -56.0 +55.1 -98.6 +54.4 -55.6 +54.4 -96.9 +53.3 -54.8 +53.3 -93.9 100 ft +58.4 -58.4 +58.4 -107.1 +58.4 -58.4 +58.4 -107.1 +58.4 -58.4 +58.4 -107.0 +57.3 .57.6 +57.3 -104.0 +56.3 -57.0 +56.3 -101.6 +55.6 -56.5 +55.6 .99.5 +54.9 -56.1 +54.9 -973 +53.9 -55.3 +53.8 -94.7 105 ft +58.9 -58.9 +58.9 -108.0 +58.9 -58.9 +58.9 -108.0 +58.9 -58.9 +58.9 .108.0 +57.8 -58.1 +57.8 .104.9 +56.8 -57.5 +56.8 -102.5 +56.0 -57.0 +56.0 -100.4 +55.4 -56.5 +55.4 -98.6 +54.2 -55.9 +54.2 -95.5 110 ft +59.4 -59.4 +59.4 -108.8 +59.4 .59.4 +59.4 -308.8 +59.4 .59.4 +59.4 -108.8 +582 .58.6 +58.2 -105.8 +57.3 -58.0 +57.3 -103.3 +56.5 -57.5 +56.5 -101.2 +55.8 -57.0 +55.8 -99.4 +54.7 -56.2 +54.7 -96.3 115 ft +59.8 -59.8 +59.8 -109.7 +59.8 .59.8 +59.8 -109.7 +59.8 -59.8 +59.8 -109.7 +58.7 -59.1 +58.7 -106.6 +57.7 -58.4 +57.7 -104.1 +56.9 -57.9 +56.9 -102.0 +56.3 .57.4 +56.3 -100.1 +55.1 -56.7 +55.1 -97.1 120 ft +60.3 -60.3 +60.3 -110.5 +60.3 -60.3 +60.3 -110.5 +60.3 -60.3 +60.3 -110.5 +59.1 -59.5 +59.1 -107.4 +58.2 -58.9 +58.2 -104.9 +57.4 -58.3 +57.4 -102.7 +56.7 -57.9 +56.7 -100.9 +55.5 -57:1 +55.5 -97.8 125 ft +60.7-60.7 +60.7 -111.3 +60.7-60.7 +60.7 -1113 +60.7 -60.7 +60.7 .111.3 +59.5 -59.9 +59.5 .108.2 +58.6 -59.3 +58.6 -105.6 +57.8 -58.7 +57.8 .103.5 +57.1 -58.3 +57.1 -101.6 +55.9 -57.5 +55.9 -98.5 130 ft +61.1 -61.1 +61.1 -112.1 +61.1 .61.1 +61.1 -112.1 +61.1 -61.1 +61.1 .112.0 +59.9 -60.3 +59.9 -308.9 +59.0 -59.7 +59.0-106.3 +58.2 -59.1 +58.2-104.2 +57.5 -58.7 +57.5 -102.3 +56.3 -57.9 +56.3 -99.2 135 ft +61.5 -61.5 +61.5 -112.8 +61.5 .61.5 +61.5 -112.8 +61.5 -61.5 +62.5 -112.8 +60.3 -60.7 +60.3 -109.6 +59.4 -60.1 +59.4 -107.0 +58.5 -59.5 +58.5-104.9 +57.8 -59.1 +57.8 .103.0 +56.7 -58.3 +56.7 -99.8 140 ft +61.9 -61.9 +61.9-113.5 +61.9 -61.9 +61.9 .113.5 +61.9-61.9 +61.9 -113.5 +60.7 -61.1 +60.7 -10.3 +59.7 -60.5 +59.7 -207.7 +58.9 -59.9 +58.9-105.5 +58.2 .59.4 +58.2 .103.6 +57.0 -58.6 +57.0 -100.4 145 ft +62.3 -62.3 +62.3 -114.2 +62.3 -62.3 +62.3 .114.2 +62.3 -62.3 +62.3 -114.2 +61.1 -61.5 +61.1-111.0+60.1 -60.8 +60.1 -108.4 +59.3 -60.3 +59.3-106.2 +58.6 .59.8 +58.6 -104.3 +57.4 -59.0 +57.4 -101.1 150 ft +62.7 -62.7 +62.7 .114.9 +62.7 -62.7 +62.7 .114.9 +62.7 -G2.7 +62.7 -114.9 +61.5 -61.8 +61.5 -211.7 +60.5 .61.2 +60.5 -209.0 +59.6 -60.6 +59.6 -106.8 +58.9 -60.2 +58.9 -104.9 +57.7. -59.4 +57.7 -101.7 , 155 It +63.0 -63.0 +63.0 -115.5 +63.0 -63.0 +63.0 -115.5 +63.0 -63.0 +63.0 -115.5 +61.8 .62.2 +61.8 -112.3 +60.8 .61.5 +60.8 -109.6 +60.0 .61.0 +60.0 -107.4 +59.2 -60.5 +59.2 -105.5 +58.0 -59.7 +58.0 .102.2 160 ft +63.4-63.4 +63.4 -116.2 +63.4 .63.4 +63.4 -116.2 +63.4 .63.4 +63.4 -116.2 +62.1 .62.5 +62.1 -112.9 +61.1 -61.9 +61.1 -110.3 +60.3 -61.3 +60.3 -108.0 {59.6 -60.8 +59.6-106.1 +58.4 -60.0 +58.4 -102.8 165 +63.7 -63.7 +63.7 -116.8 +63.7 .63.7 +63.7 -116.8 +63.7 .63.7 +63.7 -116.8 +62.5 -62.9 +62..5 -113..5 +61..5 .62..2 +61..5 -110..8 +60..6 .61..6 +60.6 -108.6 +59.9 -61.2 +59.9 -106.6 +58.7 -60.3 +58.7 -103.4 170 +64.0 -64.0 +.0 -117.4 +6.0 .64.0 +64.0 -117.4 +64.0 .6.0 +64.0 -117.4 +62.8 .63.2 +62.8 -114.1 +61.8 .62.5 +61.8 -111.4 +60.9 .62.0 +60.9 -109.1 +60.2 -61.5 +60.2 -107.2 +59.0 -60.7 +59.0 .103.9 175 ft +64.4-64.4 +64.4 -118.0 +64.4 -64.4 +64.4 -118.0 +64.4 -64.4 +64.4 -118.0 +63.1 .63.5 +63.1 -114.7 +62.1 -62.9 +62.1 -112.0 +61.3 -62.3 +61.3 -109.7 +60.5 -61.8 +60.5 -107.7 +59.3 .61.0 +59.3 -104.4 180 ft +64.7 -6.7 +64.7 -118.6 +64.7 -118.6 +64.7 -64.7 +64.7 -118.6 +63.4 -63.8 +63.4 -115.2 +62.4 -63.2 +62.4 -112.5 +61.6 -62.6 +61.6 -110.2+60.8 -62.1 +60.8 -108.3 +59.6 59.6 -104.9 +65.0 -.0 65 +65.0 .119.1 +65.0 -65.0 +65.0 -119.1 +65.0 65.0 .0 .119.1 64.1 +63.7 -62.4 +61.1 -108.8 +59.8 +59.8 -105.41 190 +65.3 -65.3 +65.3 -119.7 +65.3 -65.3 +65.3 -119.7 65.3 65.3 +6.3 -119.7 -64.4 +64.0 -116.3 +63.0 -63.8 +62.1 -111.3 +61.4 -62.7 +61.4 -109.3 +60.1 .61.8 +60.1 -305.9' t +65.6 -65.6 +65.6 -120.2 +65.6 -65.6 +65.6 -120.2 + 6195 656 120.2 -64.7 +643 1169 +633-640 +62.4 .111.8 +61.7 -63.0 +61.7 -109.8 +60.4-62.1 +60.41-106.4 ft 59200 +65.9 -120.8 +65.9 -65.9 +65.9 -120.8 +65.9 5 +62.7 .112.3 +61.9 -63.2 +61.9 -110.3 +60.7 -62.4 +60.7.406.9 • Design conforms to the Florida Building Code sib Ed . n g g 201J H•Tabulated design wind loads are bated an ASCEJ-l0 specifications for O components and cladding based an design criteria as noted herein. Z • Where this document is used for permit, applicability of design criteria noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) E shall be verified by the contractor& building official prior to construction. C • This specification may be used in conjunction with engineering under LL separate certification (by this engineer or by others) using Allowable Stress Z Design Aso). U • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, N200, Boca Raton, Fl. 33432 • Wind s Speed noted above is ultimate design speed 3aecond gust). P g P ( g I • Plus (+) & rninuz (-) signs signify pressures aping toward and away from the exterior component or cladding surface, respectively. • Where "Mean (avenge) Roof Height" cannot be determined, peak roof height shall be used, except that cave 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 610° has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimum of [height x width] or [In x ht/3]. Round down to values shown. • Zones 4 Is 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 3'4Y" or4%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 on structure classification as Enclosed Bldg Copyright ©2019 Easy Seals rev 0219 Valid only wi h e gineer' signature & rais d seal Feb 01 FLPEp67382 CAV31124 Doc No. AlOMS.170