HomeMy WebLinkAboutWind Load Calculation - ASCE 7-10 Design Wind Loads Wind speed v= 170 mph Exposure"
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EasySeats For Wall Components b Cladding ASD Load Combination Coefficient: 0.6
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Wind Pressures[psf]for use with Allowable Stress Design KZt= 1.0 Kd- 0.85 Enclosed Bldg GCpi- 0.18
Tribura [east... Triburary area at least... Tribur least Tribur r t least Triburary area at least Triburary area at least Triburary area at least Tribur t 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 one 4 Zone 5 one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5
Height Corner Interior Corner teri Corner terior Corner Interior Corner Interior Corner Interior Corner Interior Corn
60'to: + + + + + + + + 1 + + + - + - + - + - + - 1(+
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 +52.61-52.9 +52.6-95.5 +51.7-52.3 +51.7-93.2 +51.0-51.9 +51.0-91.3 +50.41-51.4 +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 +54.21-54.2 +54.2-99.3 +53.1'-53.5 +53.1-96.5 +52.31-52.9 +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 +54.91-54.9 +54.91-100.6 +54.9-54.9 +54.91-100.6 +54.9-54.9 +54.9-100.6 +53.8-54.2 +53.81-97.8 +53.0-53.6 1 +53.0-95.5 +52.2-53.1 +52. = +51.6-52.7 +51.61-91.9 +50.51-52.0 +50.5-89.0
75 ft +55.51-55.5 +55.5-101.8 +55.5'-55.5 +55.51-101.8 +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.V'94.7 +52.21-53.3 +52.21-93.0 +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 +56.2-103.0 +55.1-55.4 +55.1-100.1 +54.2-54.9 +54.21-97.7 +53.51-544 +53� 7 +52.8-53.9 +52.8-94.0 +51.7-53.2 +51.7-91.1
85 ft +56.8.-56.8 +56.81-104.1 +56.8'',-56.8 +56.8-104.1 +56.8-56.8 +56.8,-104.1 +55.7;-56.0 +55.71-101.1 +54.81-55.4 +54.8-98.8 +54.0,-54.9 +54.0- +53.4-54.5 +53.4'-95.0 +52.3-53.8
90 ft +57.31-57.3 +57.31-105.1 +57.3-57.3 +57.3-105.1 +57.31-57.3 +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 +53.91-55.0 +53.91-96.0 +52.8-54.3 +52.8-93.0
95 ft +57.9-57.9 +57.91-106.1 +57.9-57.9 +57.9 -106.1 +57.9 -57.9 +57.9 -106.1 +56.8-57.1 +56.81-103.1 +55.8-56.5 +55.8-100.7 +55.1'-56.0 +55.1t,98.6, +54.4,-55.6 +54.4,-96.9 +53.3'-54.8 +53.3 -93.9
100 ft +58.41-58.4 +58.4-107.1 +58.4-58.4 +58.4-107.1 +58.4-58.4 +58.4-107.0 +57.3-57.6 +57.31-104.0 +56.3-57.0 +56.31-101.6 +55,61-56.5 +55.61-96.5 +54.9-56.1 +54.91-97.7 +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 +57.81-104.9 +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''1-95.5
110 ft +59.41-59.4 +59.41-108.8 +59.41-59.4 +59.41-108.8 +59.4-59.4 +59.4-108.8 +58.2-58.6 +58.2-105.8 +57.3-58.0 +57.31-
103.3 +56.5-57.5 +56.5-10J 7 +55,81-57.0 +55.8-99.4 +54.7-56.2 +54.71-96.3
1 +5 +59.8,-109.7 +59.81-59.8 +59.8-109.7 +59 +59.8-109.7 +58. .1 +58.7-106.6 +57.7-58.4 +57.71-104.1 +56.9-57.9 +56.91-102.0 +56.31-57.4 +56.31,-100.1 +55.11-56.7 +55 1- 7.
120 ft r+60.31-60.3 +60.3-110.5 +60.3-60.3 +60.3-110. +60.3-60.3 +60.3-110. +59.1-59.5 +59.11-107.4 +58.2-58.9 +58.2-104.9 +57.4-58.3 +57 4,-101.7 .+56.7-57.9 +56.7-100.9 +55.5-57.1 +55.5-97.8
1 ft 7 +60.7-111.3 +60.7-60.7 +60.7'-111.3 +60.7-60.7 +60.711-111.3 + +59,5:-108,2 +58.6-59.3 +58.6'-105.6 +57.8-58.7 +57.8- +57.1'-58.3 +57.1!-101.6 +55.9-57.5 +
130 ft +61.11-61.1 +61.1-112.1 +61.11-61.1 +61.11-112.1 +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 +56.31-57.9 +56.31-99.2
135 ft +61.51-61.5 +61.5'-112.8 +61.5-61.5 +61.5 -112.8 +61.5,-61.5 +61.5-112.8 +60.3'-60.7 +60.31-109.6 +59.4-60.1 +59.4,-107.0 +58.5'-59.5 +58.5=1049 +57.8-59.1 +57.81-103.0 +56.71-58.3 +56.7.-99.8
140 ft +61.9-61.9 +61.9-113.5 +61.9-61.9 +61.91-113.5 +61.9-61.9 +61.91-113.5 +60.7-61.1 +60.71-110,3 +59.71-60.5 +59.7-107.7 +58.9-59.9 +58.4-105.5 +58.2-59.4 +58.2-103.6 +57.0-58.6 +57.0-100.4
145 ft +62.31-62.3 +62.3 -114.2 +62.3'-62.3 +62.3'-114.2 +62.3'-62.3 +62.3 -114.2 +61.11-61.5 +61.1'-111.0 +60.1'-60.8 +60.1-108.4 +59.3-60.3 +59. 0 +58.61-59.8 +58.6-104.3 +57.4'-59.0 +57.4-101.1
150 ft +62.7-62.7 +62.71-114.9 +62.7;-62.7 +62.7-114.9 +62.7-62.7 +62.7-114.9 +61.5-61.8 +61.5-111.7 +60.51-61.2 +60.5-109.0 +59.6-60.6 +59.6-106.8 +58.9-60.2 +58.9-104.9 +57.7-59.4 +57.71-101.7
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 +61.81-112.3 +60.8-61.5 +60.81-109.6 +60.0-61.0 +60.0-107.4 +59.2-60.5 +59.21-105.5 +58.01-59.7 +58.0 1-102.2
160 ft +63.41-63.4 +63.41-116.2 +63.4-63.4 +63.41-116.2 +63.41-63.4 +63.4-116.2 +62.11-62.5 +62.1-112.9 +61.1-61.9 +61.1-110.3 +60.3-61.3 +60.31-108.0 +59.61-60.8 +59.61-106.1 +58.4-60.0 +58.4-102.8
165 ft +63.7-63.7 +63.71-116.8 +63.71-63.7 +63.7'-116.8 +63.7-63.7 +63.71-116.8 +62.5 -62.9 +62.5-113.5 +61.51-62.2 +61.5,-110.8 +60.61-61.6 +60.6'-108.6 +59.9-61.2 +59.9-106.6 +58.7'-60.3 +58.71-103.4
170 ft +64.01-64.0 +64.0-117.4 +64,0-64.0 +64.01-117.4 +64.01-64.0 +64.01-117.4 +62.81-63.2 +62.8-114.1 +61.8-62.5 +61.8-111.4 +60.91-62.0 +60.91-109.1 +60.21-61.5 +60.2-107.2 +59.0-60.7 +59.0-103.9
175 ft +64.4'-64.4 +64.41-118.0 +64.4-64.4 +64.4-118.0 +64.4-64.4 +64.4-118.0 +63.111-63.5 +63.1'-114.7 +62.1'-62.9 +62.1-112.0 +61.3-62.3 +61.3-109.7 +60.5-61.8 +60.51-107.7 +59.31-61.0 +59.3'-104.4
180 ft +64.7-64.7 +64.71-118.6 +64.7-64.7 +64.7-118.6 +64.7-64.7 +64.71-118.6 +63.41-63.8 +63.41-115.2 +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 +59.61-104.9
185 ft +65.01-65.0 +65.0-119.1 +65.0-65.0 +65.01-119.1 +65.0!-65.0 +65.0-119.1 +63.71-64.1 �+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 +59.81-105.4
190 ft +65-31_6S.3 +65.31-119.7 +65.31-65.3 +65.31-119.71 +65.31-65.3 +653-119.7 +64.0-64.4 4.0-116.3 +63.0-63.8 +63.01-113.6 +62.1-63.2 +62.1-111.3 +61.41-62.7 +61.41-109.31 +60.1-61.8 +60.1-105.9
195 ft +65.61-65.6 +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 +62.41-63.5 +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 +60.7-106.9
L •Design conforms to the Florida Building Code 5th Ed(2014). •Wind Speed noted above is ultimate design wind speed(3-second gust). -Zones 4&5("interior"and"comer"zones,respectively)arc as shown to e a Valid only with engineer's
11J •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 10%of the building's
Osignatur r ed 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
•Where this document is used for permit,appliability of design criteria -Where"Mean(average)Roof Height"cannot be determined,peak roof than 3'-0"or 4%of the least horizontal dimension.
noted herein(Basic Wind 5 ed,Ex osure Cate o Risk Gte o g g g pe y
J pe p g ry, g ry,etc.) hei ht shall be used,except that save hei ht shall be used for roof an le •This s cification Is valid onl for use with structures NOT located in the lane
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. ssa 4 5 ug 22
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, I
LU separate certi iatlon(by this engineer or by others)using Allowable Stress -Tabulated wind pressures arc valid for all roof slopes;no reduction for Including essential facilities and buildings or other structures that a
Z Design(ASD). roof slope 5 10'has been considered. represent a substantial hazard to human life in the event of failure. Christian Langley
UJ •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 lJ ( ) q g g FL PE#67382 C 31124
definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. wu i o�!Y rr
1200 N Federal Hwy,#200,Boca Raton,Fl.33432 Copyright 02017 Easy Seals rev 0817 Doc No.AlOMS.170D
Customer: TREMBLAY, RICHARD WorkOrder Number: 10102017009NO301
Unit No. Wall Opening Opening Shutter Shutter Slat Anchor
Pressure Width Height Width Height Length Spacing
1 -60.3 53.75 56 69 59 55.75 9"o.c.
9"o.c.
2 -63 37.5 47.5 51.75 50.5 47.25 9"o.c.
9"o.c.
3 -63 53.25 58.5 69 59 55.75 9"o.c.
9"o.c.
4 -97.8 471.125 97 471.125 97 93.75 3"o.c.
3"o.c.
5 -59.5 1 74.5 1 57.25 1 92 1 60.25 1 57 9"o.c.
9"0.c.