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HomeMy WebLinkAboutProject information, wind _ - 1 i ASCE 7-10 Design Wind Loads Wind speed V= 170 mph Exposure'D' EaSYS_ IS For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 easyseals.com Wind Pressures[psf]For use with Allowable Stress Design KZt= 1.0 I(d= 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 Mean 30 sq ft 15 sq ft 20 sq ft 25 sg ft 30 sq ft 35 sq ft 40 sq ft 50 sq ft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 ,i Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner 60'to: + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - '! 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 1I65 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 +51.6-52.4 +51.6-92.3 +50.9-52.0 +50.9-90.7 +49.9-51.3 +49.9-87.9 j 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 +53.8-97.8 +53.0-53.6 1 +53.0-95.5 +52.2-53.1 +52.2-93.5 +51.6-52.7 1 +51.6-91.9 +50.5-52.0 +50.5-89.0 it 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 +52.21-93.0 +51.2-52.6 +51.2-90.1 i 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 I 80 ft +56.2-56.2 +56.2-103.0 +56.21-56.2 +56.2-103.0 +56.21- 85 ft +56.8-56.8 +56.8-104.1 +56.81-56.8 +56.8-104.1 +56.81-56.8 +56.8-104.1 +55.7-56.0 +55.7-101.1 +54.8-55.4 +54.8-98.8 +54.0-54.9 +54.01-96.8 +53.4-54.5 +53.4-95.0 +52.3-53.8 +52.3-92.1 I� 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 +54.61-97.7 +53.9-55.0 +53.9-96.0 +52.8-54.3 +52.8-93.0 'I 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 1 +58.4-107.0 1 +57.3-57.6 +57.3-104.0 1 +56.3-57.0 +56.3-101.6 +55.6-56.5 +55.6-99.5 1 +54.9-56.1 1 +54.9-97.7 +53.8-55.3 +53.8-94.7 fl 105 ft +58.9-58.9 +58.9-108.0 +58.9-58.9 +58.91-108.0 +58.9-58.9 +58.9-108.0 +57.81-58.1 +57.8-104.9 +56.8-57.5 +56.8-102.5 +56.0-57.0 +56.0-100.4 +55.41-56.5 1 +55.4-98.6 +54.2-55.8 +54.2-95.5 ,I 110 ft +59.4-59.4 +59.4-108.8 +59.4-59.4 +59.41-108.8 1 +59.41-59.4 +59.4-108.8 +58.2-58.6 +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 1 115 ft +59.8-59.8 +59.81-109.7 +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 'i 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 i 11 125 ft +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 +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 I� 130 ft +61.1-61.1 +61.1-112.1 +61.11-61.1 +61.1-112.1 +61.1-61.1 +61.1-112.0 +59.9-60.3 +59.9-108.9 +59.0-59.7 V+60.11-108.4 -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 j; 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 +60.3-109.6 +59.4-60.1 -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 'I 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 +60.7-110.3 +59.7-60.5 -107.7 +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 +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 +61.5-111.7 +60.5-61.2 . -109.0 +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 ft +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 i 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 II 165 ft +63.7-63.7 +63.71-116.8 +63.7-63.7 +63.7-116.8 +63.7-63.7 +63.71-116.8 +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 it 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 +62.8-114.1 +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 +64.41-64.4 +64.4-118.0 +63.11-63.5 AP +62.1-112.0 +61.3-62.3 +61.3-109.7 +60.5-61.8 +60.5-107.7 +59.31-61.0 +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- +63.4-115.2 �+ - .2 12.5 +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- _1U JAM L +61.8-62.9 +61.8-110.8 +61.1-62.4 +61.1-108.8 +59.8-61.6 +59.8-105.4 190 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 + - +62.1-63.2 +62.1-111.3 +61.4-62.7 +61.4-109.3 +60.1-61.8 +60.1 J-1066.4 j 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 a+64.3-1 +63.3-64.0 + - 1 .1 +62.4-63.5 +62.4-111.8 +61.7-63.0 +61.7-109.8 +60.4-62.1 '+60.4 5.9-65.9 +65.9-120.8 +65.9-65.9 +65.9-120.8 +65.9-65.9 +65.9-120.8 +64.6-65.0 +64.6-11 6�➢.3 +63.6-114.6 +62.7-63.7 +62.7-112.3 +61.9-63.2 +61.9-110.3 +60.7 62.4 +60.7, � I In •Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above Is ultimate design wind speed(3-second gust). •Zones 4&5("interior"and"corner"zones,respectively)are as shown to e a Valid only wi h egineer's W •Tabulated design wind loads are based on ASCE 7-10 specifications for •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 I- signature ais d seal _O 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 i i Z •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%of the least horizontal dimension. , , J noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) height shall be used,except that eave heigh e r �ycy� •This specification Is valid only for use-with-structures NOT located In the zone _! _ _ Q shall be verified by the contractor&building official prior to construction. less than or equal to 10•.Round up to valu h � �,1�upper one-half of an isolated hill,ridge or escarpment. 4 5 ov 0 t Lv •This specification may be used in conjunction with engineering under •Wind pressures are applicable to all buikAag.floors. iL d •This specification Is valid for use with buildings of any Risk Category, W 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 Christian Langley E W Design(ASD). roof slope 510°has been considered, represent a substantial hazard to human life in the event of failure. .i U •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 FL PE#67382 #31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. wni i ci cvnnnu 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2019 Easy Seals rev 1119 DOC No.A10MS.170D li Customer: MCDERMID WorkOrder Number: 12032019005 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 99.2 765.875 i96.25 765.875 96 92.75 3"o.c. 3"ox. 2 99.2 244.5 96 244.5 95.875 92.625 Yo. c. Fox. i I i I I i i i i i i I I