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HomeMy WebLinkAboutEngineering I 2 ASCE 7-16 Design Ind Loads Wind speed V= 170 mph Exposure D Z easyseais.com For Wall Components & Cladding Ke= 1.0 ASD Load Combination Coeff:0.6 Wind Pressures[psf]for use with Allowable Stress Design KZt= 1.0 Kid= 0.85 Enclosed Bldg GCpi= 0.18• Triburary area at least... Tr[burary 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 Mean 10 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 1 +51.6-52.4 +51.6-92.3 1 +50.9-52.0 +50.9-90.7 +49.9-51.3 +49.9-87.9 i 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 +53.0-95.5 +52.2-53.1 1 +52.2-93.5 +51.6-52.7 +51.6-91.9 +50.5-52.0 +50.5-89.0 7 ft S +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 + la MLOJ I 80 ft +56.2-56.2 +56.2-103.0 +56.2 1-56.2 +56.2-103.0 +56.2 1-56.2 +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 r+51.7-91.1 + --5158 +56.8-104.1 +56.8-56.8 +56.8-104.1 +56.8-56.8 1 +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 1 +52.3-53.8 + 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 +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 1 +54.9-56.1 +54.9-97.7 +53.8-55.3 1 +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 ft +60.3-60.3 +60.3-110.5 +60.3-60.3 +60.3-110.5 +60.3-60.3 1 +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 1 +61.5-111.7 +60.5-61.2 +60.5-109.0 +59.6-60.6 +59.61-106.8 +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 1 +59.2-105.5 +58.0-59.7 +58.0-102.2 160 ft +63.4-63.4 +614-116.2 +614-63.4 I +63A:116.2 +63.4-63.4_-+63.4-116.2 +62A=62.5 +62.1-112:9 +61.1-61.9- +61-1-110.3 -+603-61.3=-+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 +63.71-63.7 +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_64.7J +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 F195 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 1 +63.6-114.6 +62.7-63.7 +62.7-112.3 +61.9-63.2 +61.9-1103 +60.7-62 +60.7-106.9 Ln •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 Valid onl with engineer's LLJ •Tabulated design wind loads are based on ASCE 7-16 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 Osignatur & ised seal 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 z •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. 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 va i onl�for use with structures NOT located in the I zone I `f shall be verified by the contractor&building official prior to construction. less than or equal to 10% Round up to values shown u et ocie alf Is 0 iPfi�lf ridge or escarpment,&below 1000'elev. 5 4 5 Sep 1 1 !� •This specification may be used in conjunction with engineering under •Wind pressures are applicable to all building floors, pw� tt��rh spedficatiprf js vats 1 muse with buildings of any Risk Category, ' LL k! per;.a, separate certification(by this engineer or by other)using Allowable Stress Tabulated wind pressures are valid for all roof slopes;no reductl foz�„b]rrtluding��ssential 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. Christian Lan Y,PE 1w.7 •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 VA#31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3].Round down to values shown. WALL ELEVAnoN 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2021 Easy Seals rev 09/21 Doc No.A16M5.170D I Customer: PETISCO #311 WorkOrder Number: 08042021004 N0301 I Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing i 1 -91.1 593.375 107.75 593.375 107.75 104.5 3"o.c. 3"o.c. 2 -56.2 74.5 39.5 93.875 44.5 41.25 9"o.c. 3 -56.2 37.5 39.5 52.75 44.5 41.25 9"o.c. 9"o.c. 4 -56.2 38 39.5 52.75 44.5 41.25 9"o.c. I I I I, FILE COPY I i i { I � I I V IJ 1 I