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HomeMy WebLinkAboutEngineering M XC) -n Cz M CD > r— ;rK roti '01 11- 0— C GO �P ri z z 28 0 Dulbs, Ed < 1 - All -0 9400 S Ocean DR Unit 601 --,"Castle Impact Windows M Jensen Beach, FL 34997 1862 DrMartInUdMflang Blvd co FACTORY DIRECT SINCE 1969 Meraftach.FL33404 Customer: Dulbs WorkOrder Number: 10312019006N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -56.1 134.5 52.25 134.5 57.25 54 To.c. 9"o.c. ASCE 7-10 Design Wind Loads Wind speed v= 170 mph Exposure'D' aSYSeg IS For Wall Components &Cladding ASD Load Combination Coefficient: 0.6 f[ - 19 easyseals.com I """•'' Wind Pressures[psf]For use with Allowable Stress Design I<u= 1.0 I<d= 0.85 EnclosedBldg ccPi= 0.18 a itI�pIpII 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 Tr]burary 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 I 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 Zone 4 Zone 5- Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner s; f,t 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 IEI 1 . -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 52.7 +51.6-91.9 +50.5-52.0 +50.5-89.070 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 +52.2-93.5 +51.61- 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 80ft +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 +56.8-12.3-53.8 +52.3-92.185ft +56.8-56.8 90ft +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 95ft +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 +53.8-94.700ft +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 +53.8-55.3 105 ft +58.9-58.9 +58.9-108.0 +58.9-58.9 +58.9-108.0 +58.91-58.9 +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 +60.3-603 +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 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 +56.3-99.2130 ft +61.1-61.1 +61.1-112.1 +61.1- 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 ]. i 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 +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 f 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 ! 1II 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 +63.41-63.4 +63.4-116.2 +63.4-63.4 +63.4-116.2 +62.1-62.5 +62.1-112.9 +61.11-61.9 +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 F. ,i 165 ft +63.7-63.7 +63.7-116.8 +63.7-63.7 +63.7-116.8 +63.7-63.7 1 +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 1' 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 1 +60.5-107.7 +59.3-61.0 +59.3-104.4 180 It +64.7-64.7 1 +64.71-118.6 +64.7-64.7 +64.7-118.6 +64.7-64.7 +64.7-118.6 +63.41-63.8 +63.4-115.2 +62.4-63.2 +62.41-112.5 +61.61-62.6 1 +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 +65.01-65.0 +65.0-119.1 +65.0-65.0 +65.0-119.1 +63.7-64.1 +63.7-115.8 1 +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 +59.81-105.4 190 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 +60.1-61.81 +60.11-105..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, +60:41-106.. 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' .+60 7-106.9 Ln •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 e Valid only ith girieer's LLJ -Tabulated design wind loads are b ASCE 7-30 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 1 signature rai d seal components and cladding based on de n 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 pea plicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than 3'-0"or 4%of the least horizontal dimension. s i t j J noted herein(Basic Wind Speed,Exposur��6'�tegory,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 Zane ' `r shall be verified by the contractor&buildinge,trial prior to construction. less than or equal to 30°.Round up to values shown upper one-half of an Isolated hill,ridge or escarpment. i 4 i 5 -Nov 01 IX -This specification may be used In conjunctl�n With engineering under •Wind pressures are applicable to all building floors. •This specification is valid for use with buildings of any Risk Category, , LU separate certification(by this engineer or by of irer5s)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. Christian ngl ,PE LLI -Refer to the above-noted ASCE 7 standard for d6t$l iptions and •Tributary Area noted In table(effective wind area)Is equal to the •Design Is based on structure classification as Enclosed Bldg ' U FL PE#67382 #31124 definitions of all design criteria. -� minimum of[height x width]or[ht x ht/3].Round down to values shown. WA IFi vvnnou 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2019 Easy Seals rev 1119 Doc No.A10MS.170D