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HomeMy WebLinkAboutEngineering P*g1A ��� t"�� seatsASCE 7-16 Design Wind Loads win speed v= 0 mph Exposure"Cl' i00" L easysealscom For Wall Components & Cladding Ke= 1.0 /LSD Load Combination Coeff.0.6 Wind Pressures[psf]for use with Allowable Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg GCpi= 0.18 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least I iMean 10 sci ft 15 sci ft 20 sci ft 25 scl ft 30 sci ft 35 sci ft 40 sci ft 50 sci ft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zane 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zane 4 Zone 5 Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner 60'to: + - + - + - + - + - + - + - + - + - + + - + - + - + - + - + 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 +51.7-52.3 +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 +54.2I-99.3 +53.1-53.5 +53.1-96.5 +52.3-52.9 +52.3-94.3 +51.6-52.4 +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 1 +54.9-100.6 +53.8-54.2 1 +53.8-97.8 +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 1 +50.5-89.0 i 75 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 +54.5-54.8 +54.5-99.0 +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 +51.2-90.1 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 +56.8-56.8 +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 +57.3-105.1 +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 1 120 ftJ +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 +56.3-57I.0 +56.3-101.6 +55.6-56.5 +55.6-99.5 +5574.59--56.1 +54.9-97.7 +53.8-55.3 +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 1+60.31-.109.6 -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 +54.2-55.8 +54.2-95.5 110 ft +59.4-59.4 +594-108.8 +59.4-59.4 +59.4-108.8 •+59.4-59.4 +59.4-108.8 +58.2-58.6 -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 -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 +60.3-60.3 +60.3-110.5 +60.3-60.3 +60.3-110.5 [0.3-60.3 I+60.3-110.5 +59.1-59.5 -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 5-97.8 125ft +60.7-60.7 +60.7-111.3 +60.7-60.7 +60.7-111.3 +60.7-60.7 +60.7-111.3 +59.5-59.9 -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 -108.9 +59.0-59.7 +59.0-106.3 .+58.2-59.1 +58.2-104.2 . +57.5-102.3 +56.3-57.9 +56.3-99.2. 587 135 ft +61.5-61.5 +61.5-112.8 +61.5-61.5 +61.5-112.8 +61.5-61.5 +61.5-112.8 +60.3-60.7 +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 -110.3 +59.7-60.5 +59.7-107.7 +58.9-59.9 +58.9-105.558.2-59.4 +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 -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 +62.7-62.7 +62.7-114.9 +61.5-61.8 -111.7 +60. aJ + . 1+59.6-60.6 +59.6-106.8 +58.9-60.2 +58.9-104.9 57.7 59.4 +57.7-101.7 -63.0 +63.0-115.5 +63.0-63.0 -115.5 -63.0 - +61.8-62 -112.3 -61.5 -166 +60.0-61.0 .0-107.4 +59.2-60.5 +59.2-105.5 +58.0-59.7 +58.0-102.2155 ft +63.0 +60 ! 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 i 165 ft +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 +58.7I-103.4 i 170 ft +64.0-64.0 +64.0-117.4 +64.0-64.0 +64.0-117.4 +64.0-64.0 +64.0-117.4 +62.8-63.2 +62.8-11�47Zi1 J+� 8 yl A` t60 -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� +�2. �11Z Oa 6}d.H 6 +61.3-109.7 +60.5-61.8 +60.5-107.7 +59.3-61.0 +59.3-104.4 180 ft +64.7-64.7 +64.7-118.6 +64.7-64.7 +64.7-118.6 +64.7-64.7 +64.7-118.6 +63.4-63.8 +61. -d 1 Q.4' 3. 1104 4 r7i2�5 i+61.6-62 6 +61.6-110.2 +60.8-62.1 +60.8-108:3 +59.6-61.3 +59.6-104.9 185 ft +65.0-65.0 +65.0-119.1 +65.0-65.0 +65.0-119.1 +65.0-65.0 +65.0-119.1 +63.7-64.1 +63.^4`18 +6 =6��3 5� +61 -62.9 +61.8-110.8 +61.1-62.4 +61.1-108:8 +59.8-61.6•y +59.8-105.4 i 190 ft +65.3-65.3 +65.3-119.7 +65.3-65.3 +65.3-119.7 +65.3-65.3 +65.3-119.7 +64.0-64.4 +64.0-116.3 +63.0-63,,8r 9 63.�1113.E +62.1-63.2 +62.1-111.3 +61.4-62.7 +61.4;109:3 ,+60r1'618,• +60:1-105.9 195 ft +65.6-65.6 +65.6-120.2 +65.6-65.6 +65.6-120.2 +65.6-65.6 +65.6-120.2 +64.3-64.7 +64.3-116.9 +63.3-4.0� +63.3-114.1 +62.4-63.5 +62.4-111.8 +61.7-63.0 +617 109.81 i+6014 62 1 u .p 466.4 =106.4 1 r a r j 200 ft +65.9-65.9 +65.9-120.8 +65.9-65.9 +65.9-120.8 +65.9-65.9 +65.9-120,8 +64.6-65.0 +64.6-117.4 +63.6-64.3 +63.6-114.6 +62.7-63.7 +62.7-112.3 +61.9-63.2 +61',, r11�d,3 +60 j 62 4.t aj-`60 7 r_.l 9 I U1 •Design conforms to the Florida Building Code 7th Ed(2020). •Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("Interior"and"corner"zones,respectively)are as shown to i� ti��• i VahC�.only W I 'e Ineel:'Sy?'? LLI •Tabulated design wind loads are based on ASCE 7-16 specifications for •Plus+&minus(-)signs signify pressures actin toward and away from the right,where the dimension"a"is the minimum of 10%of the building's r_'.9r.'' iS°t °)"^f"',✓`a j O O g a fi p g y g g •.° sl natU r2is d sEalF �' � components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less ' +� 't �' {` g SS !'k I •Where this document Is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than T-O"or4%ofthe least horizontal dimension. i '>•"i F (?s �� ��• r ` '' j noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) height shall be used,except that eave height shall be used for roof angle •This specification is valid only for use with structures NOT located In the shall be verified by the contractor&building official prior to construction. less than or equal to 30°.Round up to values shown upper one-half of an Isolated hill,ridge or escarpment,&below 1000'elev. 5 4 j-.•i 5 j s<_Md - 1 I I C •This specification may be used in conjunction with engineering under •Wind pressures are applicable to all building floors. •This specification is valid for use with buildings of any Risk Category, i t Fr;;0 -"•' �k"'- z-+: ✓ ``at'v LL separate certification(by this engineer or by others)using Allowable Stress •Tabulated wind pressures are valid for all roof slopes;no reduction for including essential facilities and buildings or other structures that Z Design(ASD). roof slope 510°has been considered. represent a substantial hazard to human life in the event of failure. i7+� IJ °j --GhrLU IStlan •Refer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted In table(effective wind area)Is equal to the •Design is based on structure classification as Enclosed Bldg ! U FL PI'YI67383 #31124. I , definitions of all design criteria. minimum of[height x width]or[ht x ht/3].Round down to values shown. WALL ELEVATIONk {a r� .�J.iS tr � 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2021 Easy Seals rev 03/21 I I FFF ,