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Design pressures
Customer: Magoon WorkOrder Number: 09212020005N0301 • i Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -60.3 31.25 43.5 46.875 47.5 44.25 9"o.c. 9"o.c. 2 -59.5 74.5 56.75 93.875 60.75 57.5 9"o.c. 9"o.c. 3 -57.1 169.875 95.5 169.875 95.5 92.25 6"o.c. 6"o.c. I I �I i i I i I Se ASCE 7-10 Design Wind Loads Wind speed V= 170 mph Exposure D For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 easy�seais.corn Wind Pressures[psf]For use with Allowable Stress Design KZI:= 1.0 Kd= 0.85 Enclosed Bldg GCpi= 0.18 - - - - - -- Triburary area at least... Tributary area at least... Tributary area at least --Tributary area at least Tributary area at least--- - Tributary area at least Tributary area atleast Tributary area afleast Mean 30 sq ft 15 sq ft 20 sq ft 25 sq 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 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 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 +51.6-52.4 +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 +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 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 1 +56.2-103.0 +55.1-55.4 +55.1-100.1 +54.2-54.9 +54.2-97.7 +53.5-54.4 1 +53.5-95.7 +52.8-53.9 +52.8-94.0 +51.7-53.2 1 +51.7-91.1 85 ft +56.8-56.8 1 +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 +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 +54.9-97.7 +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 +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 +54.2-55.8 +54.2-95.5 110 ft +59.4-59.4 +59.4-108.8 +59.4-59.4 +59.4-108.8 +59.4-59.4 +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 +54.7-96.3 115 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 +55.1-97.1 120 603-60.3 +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 +60.7-111.3 +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 +55.9-98.5 130 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 +59.9-108.9 +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 +61.5-112.8 +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 +60.7-110.3 +59.7-60.5 +59.7-107.7 +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 +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 +61.5-111.7 +60.5-61.2 +60.5-109.0 +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 +58.0-102.2 160 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 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 +58.7-103.4 170 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 +64.4-64.4 +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 +64.7-64.7 +64.7-118.6 +64.7-64.7 +64.7-118.6 +64.7-64.7 +64.7-118.6 +63.4-63.8 +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 +59.6-61:3 +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 +63.7-115.8 +62.7-63.5 +62.7-113.1 +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 +64.0-64.4 +64.0-116.3 +63.0-63.8 +63.0-113.6 +62.1-63.2 +62.1-111.3 +61.4-62.7 +61.4-109.3 +60.1-61.8 +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 +63.3-64.0 +63.3-114.1 +62.4-63.5 +62.4-111.8 +61.7-63.0 +61.7-109.8 +60.4-62.1 +60.4-106.4 200 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 +61.9-110.3 +60.7-62.4 0.7-106.9 (J] •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 a a Valid only w h e gineer's LLI •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 30%of the building's 0 components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or40%of the mean roof height,but never less signature rai ed seal •Where this document is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than 3'-0"or 4%of the least horizontal dimension. Z 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 1 qn� i 5 `f shall be verified by the contractor&building official prior to construction. less than or equal to 10°. Roundup to values shown upper one-half of an isolated hill,ridge or escarpment. , ug 03 20 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, LLI 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 Langle PE LLI Design(ASD). roof slope 510'has been considered. represent a substantial hazard to human life in the event of failure. 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 A#31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. well of cveneu 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2020 Easy Seals rev 08 20 Doc No.A10 S.170D