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HomeMy WebLinkAboutCertification for Design Load Compliance Easy ���JS ASCE 7-16 Design Wind Loads wind speed V= 170 mph Exposure'�D' easy5ea+scoff, For Wall Components Ft Cladding I<e= 1.0 ASD Load Combination Coeff:0.6 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... 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 10sgft 15sgft 20sgft 25sgft 30sgft 35sgft 40sgft 50sgft' 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 +53.1-965 +52.31-52.9 +52.3 -94.3 51.6-52.4 1.6-92.3 +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 +5 .9-54.9 +54.9-100.6 +54.91-100.6 +53.8-54.2 +53.8-97.8 +53.0-53.6 +53.0-95.5 +52.2-53.1 +51.6-52.7 +51.6-91.9 +505-520 +50.5-89.0 75ft +55.5-55.5 +55.5,-101.8 55.5-55.5 +55.5!-101.8 +SS.Si-55.5 +SS.SI-101.8 +54.Si-54.8 +54.5'-99.0 +53.6-54.2 +53.61-96.6 +52.9j-53.7 +52.9-94.7 +52.2-53.3 +52.21-93.0 +51.21-52.6 +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 +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 85ft +56.8'i-56.8 +56.8-104.1 +56.8!-56.8 +56.8-104.1 1 +56.8-56.8 +56.8-104.1 +55.71-56.0 +55.7-101.1 +54.8'-55.4 +54.8-98.8 +54.0-54.9 +54.0-96.8 +53.41-54.5 +53.4i,-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 t+55.36.0 +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 +57.911-106.1 +57.9-57.9 +57.9-106.1 +57.9-57.9 +57.91-106.1 +56.8-57.1 +56.8'-103.1 6.5 +55.8-100.7 +55.1,-56.0 +55.1-98.6 +54.4-55.6 +54.41-96.9 +53.3-54.8 +53.31-93.9 100ft +58.4-58.4 +58.4'1-107.1 +58.4-58.4 +58.4-107.1 +58.4-58.4 +58.4-107.0 +57.3-57.6 +57.31-104.0 7.0 +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 105ft +58.9-58.9 +58.9-108.0 +58.9-58.9 +58.91-108.0 +58.9I-58.9 +58.9'-108.0 +57.8i-58.1 +57.8I-104.9 +56.8I,-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 +54.21-95.5 110 ft +59.4-59.4 +59.4-108.8 +59.4-59.4 +59.41-108.8 +59.4-59.4 +59.4-108.8 +58.2-58.6 +58.2-105.8 +57.31-58.0 +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 115ft + 8 +59.8-109.7 +59.8-59.8 +59.8-109.7 +59.8i-59.8 +59.8-109.7 +58.71-59.1 +58.7-106.6 +57.7-58.4 +57.7-104.1 +56.9-57.9 +56.91-102.0 +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 +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 1-57.1 +55.5-97.8 125ft + +60.7-111.3 +60.71-60.7 +60.7-111.3 +60.7-60.7 +60.7-111.3 +59.5-59.9 +59.5-108.2 +58.6-59.3 +58.61-105.6 +57.8i-58.7 +57.8 1103.5 +57.11-58.3 +57.1'-101.6 +55.9:-57.5 +55.9-98.5 130 ft +61.11-61.1 +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 +57.51-102.3 +56.3-57.9 +56.3-99.2 135ft +61.51-61.5 +61.5',-112.8 +61.5-61.5 +61.5-112.8 +61.5-61.5 +61.5',-112.8 +60.3i-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 +56.71-99.8 140 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 1.45 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 +60.11-60.8 +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 150ft +62.7-62.7 +62.7-114.9 +62.7-62.7 +62.7-114.9 +62.71-62.7 +62.7-114.9 +61.5-61.8 +61.5-111.7 +60.5-61.2 +60.5i-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 155ft +63.0'1-63.0 +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 +60.0i-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 +63.41-63.4 +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 +61.51.-62.2 +61.5-110.8 +60.61-61.6 +60.6-108.6 +59.9'1-61.2 +59.9-106.6 +58.7'-60.3 +58.71-103.4 170 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 +60.21-107.2 +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�418.6 +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 +65.01-119.1 +65.0-65.0 +65.01-119.1 +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 +61.11-62.4 +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 +60.1-61.8 +60.1-105.9 195ft +65.61-65.6 +65.6-120.2 +65.6-65.6 +65.6-120.2 +65.6-65.6 +65.6 1120] +64.3-64.7 +64.3j-116.9 +63.3,-64.0 +63.3-114.1 +62.41-63.5 +62.4-111.8 +61.7-63.0 +61.71-109.8 +60.4-62.1 +60.4-106.4200ft +65.9-65.9 +65.9-120.8 +65.9-65.9 +65.9-120.8 +65.9-65.9 +65.9 +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*410.3 +60.71-62A 0.71-106.9 (n •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 e a Valid only th gineer's LV •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 ~ components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectiv a '�Y least horizontal dimension or 40%of the mean roof height,but never less signature rai d seal Z •Where this document is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot 1: det ,�gaiC V.py'or 4%of the least horizontal dimension. 4 5 noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) height shall be used,except that eave height shall be d bef a s ecification is valid only for use with structures NOT located in the 'S � Q shall be verified by the contractor&building official prior to construction. less than or equal to 10°.Round up to values shown upper one-half of an isolated hill,ridge or escarpment,&below 1000'elev. Feb 25 •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 Design(ASD). roof slopes 10'has been considered. represent a substantial hazard to human life in the event of failure. Christian ngl ,PE L7 -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. wee i Fi Qk= 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright 02021 Easy Seals rev 02 21 Doc No.AH S.170D Customer: ROTTSCHAFER #507 WorkOrder Number: 03042021012 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -60.3 31.5 44.25 46.875 47.75 44.5 9"o.c. 9"o.c. 2 -60.3 74.25 56.5 93.875 60 56.75 9"o.c. 9"o.c. 3 -60.3 74.25 56.5 93.875 60 56.75 9"o.c. 9"o.c. 4 -60.3 1 190.875 96.25 190.875 96.25 93 9"o.c. File Copy