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HomeMy WebLinkAboutEngineering 'Ilia eel'sEasySea®a _ / SCE 7-16 Design Wind Loads wind speed v= 170mph Exposure " 1L5 . For Wall Components & Cladding Ke= 1.0 ASD Load Combination Coeff:0.6 easysealls.Com 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... 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 Mean 10 sq ft i5 sg ft 20 sg ft 25 sq ft 30 sg ft 35 sg ft 40 sg ft 50 sg 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 Zane 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 --- 211990050 ftftft +++666555...369 _ _ -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 70ft +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 +51.6-52.7 +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 80ft +S6.2-56.2 +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 +S3.5-95.7 +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 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 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 +54.7-96.3 115 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-S8.4 +57.7-104.1 +56.9-57.9 +56.9-102.0 +56.3-57.4 +563-100.1 +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 +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 +56.71-57.9 +56.7-100.9 +55.5-57.1 +55.5 -97.8 +60.7-60.7 +60.7-111.3 +60.7-60.7 +60.7-111.3 +60.7-60.7 +60.7-111.3 +59.5-108.2 +58.6 58.7 +57.8-103.5 -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. +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 +61.5-61.5 +61.5-112.8 +61.5-61.5 +61.5-112.8 +61.5-61.5 +61.5-112.8 +60.3-109.6 +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 +61.91-113.5 +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 56.2 145 ft +62.3-62.3 +62.3-114.2 +62.3-62.3 +62.3-114.2 +62.31-62.3 +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 +6L1=110:3' +603=61:3-+60.3=108:0 +59:6=60.8 +59:6�06:1 +584=60:0--+584-102:8160 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 +61.1-61.9 165 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 +62.4-112.5 180•ft:__+64.7-64J-+64.7118.6. t64.7:64J +64.7=118.6 +6_4.7-64.7 +64.7_118.6 +63.4=63.8 +63.4-115.2 +62.4-63.2 +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 +S9.8-105.4 -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 -65.6 +65.6-120.2 +65.6-65.6 +65.6-120.2 +65.6-65.6 +65.6-120.2 4.3-64.7 +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 +65.9-120.8 +65.9-65.9 +61.9 +65.9-120.8 -65.0 +64.6-117.4 +63.6-64.3 +63.6 114.6 +62.7-63.7 +62.7-112.3-65.9 +61.9 110.3 +60.7-62.4 +50.7 106.9 + (n •Design conforms to the Florida Building Code 7th Ed(2020). Mind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("Interior"and"corner"zones,respectively)are as shown to ,�.. Valid only wi en ineer's L1J •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 signature& ai_ sea( Qcomponents and cladding based on design criteria as noted herein. t e xterlor 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"or4%of the least horizontal dimension. i J noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) �$Fe"ight shall be used,except that eave height shall be used for of angle •This specification is valid only for use with structures NOT located in the 5 i lane 5 `f shall be verified by the contractor&building official prior to construction. a than or equal to 10•.Round up to values shown upper one-half of an isolated hill,ridge or escarpment,&below 1000'elev. i Cl 0 20 C •This specification may be used in conjunction with engineering under ind pressures are applicable to all building floors. •This specification Is valid for use with buildings of any Risk Category, LLJ separate certification(by this engineer or by others)using, Stresabulated wind pressures are valid for all roof slopes;no reduction for Including essential facilities and buildings or other structures that z Design(ASD). U slope 510'has been considered. represent a substantial hazard to human life In the event of failure. Christian Langley E U •Refer to the above-noted ASCE 7 standard for descriptions and ributary Area noted In table(effective wind area)Is equal to the •Design is based on structure classification as Enclosed Bldg FL PE#67382 C #31124 definitions of all design criteria. 'mum of[height x width]or[ht x ht/31. Round down to values shown. wnu EIEVA710N 1200 N Federal Hwy,#200,Boca Raton,Fl.33432 Copyright©2021 Easy Seals rev 07/21 Doc No.A16MS.170D i Custpmer: VANDERPOOL #1002 WorkOrder Number: 06142021008 N0301 i Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -60.3 73.75 63.5 88 66 62.75 9"o.c. 9"O.C. 2 -60.3 53.25 63.5 70.375 66 62.75 9"o.c. 9"O:C. 3 .60.3 266 97.25 266 97.25 94 9"o.c. 9"o.c. i I FILE ,I