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HomeMy WebLinkAboutDESIGN WIND LOADSES IS ASCE 7-10 Design Wind Loads as ea For Wall Components 9 Cladding a. Y easyseals.com Wind Pressures [psf] For use with Allowable Stress Design Wind speed V 170 mph Exposurd'D' ASD Load Combination Coefficient: 0.6 KZt - 1.0 Kd - 0.85 Enclosed Bldg GCpi = 0.18" Mean Tributary area at least 10 Sq ft Tributary area at least... 15 Sq It Tributary area at least 20 scl ft Tributary area at least 25 Sq ft Tributary area at least 30sq ft Tributary area at least 35 sq ft Tributary area at least 40 sci ft Tributary area at least 50 sci ft Roof Height 60' to: Zone 4 (interior) + - Zone 5 (Corner) Zone 4 (Interior) Zone 5 (Corner) + I - Zo e4 (interior) + Zone 5 (Corner) + Zo ad (interior) 1 + Zone 5 (Comer) + Zo e4 (interior) + Zone 5 (Comerl + Zone 4 (interior) + Zone 5 (Comer) + Zo e4 (Interior) + Zone 5 I (Corner) + Zo e4 interior) + Zone 5 (Comer) + 61 ft +53.6�5 3.6 +53.61-99.2 �53.6 -53.6 1 +53.6�-98.2 +5Z6 -52.9 +52.61-95.5 ;51.7 -52.3 +51.7-93.2 +ko -Si.9 1 +51.01-91.3 +50A -51.4 1 +B0.41-89.7 +49.3 -50.8 +49.3 -86.9 65 ft +54.2 -54.2 +54.21-99.3 5 4.21-54.92 5 +5!4..92 -99..03.6 +54.2 -54.2 1 154.21-99.3 +55�31 1 5 5 -53.5 53...81 -99 65 +52.31-52.9 1 +52.31-94.3 +51.6 -52.4 +51.61-92.3 +50.91-52.0 1 +50.91-90.7 +49.91-51.3 1 +49.91-87.9 70 ft +54.9 -54.9 +54.91-100.6 _ ' +54 9 .54 __ ___% +54 +54.9 _ 10 -100.6 +54.9 1 -54.9 +54.9 -100.6 _ + 38 542 53 +53.8 +� 7.8 -97.8 +53.0 -53.6 +53.0 -95.5 +52.2 -53.1 +52.21-93.5 +51.6 -52.7 +51.6 .91.9 +50.5 -52.0 +50.51-89.0 75 ft +55.51-55.5 +55.51-101.81 +55.51-55.5 +55.51-101.8 +55.51-55.5 1 +55.51-101.81 +54.51-54.8 +54.51-99.0 1 +53.6 -54.2 +53.6 -96.6 +52.9 -53.7 +52.9 1-94.7 +52.21-53.3 1 +52.21�93.0 1 +51.2 .52.6 +51.21-90.1 1 soft +56.21-56:2 +S6.2 -103.0 +56.2]-56.2 +56.21-103.0. +56.21-56.2 4.56.2 -103.0 +55.1 .55.4 +55.1 -100.1 +54.2 -54.9 +54.2 -977 �53.5 -54.4 +53.51-95.7 1 +52.8 -53.9 +52.81-94.0 +51.7 -53.2 +51.7-91.1 85 ft +56.81-104.1 +56XI-56.8 +56.8 .104.11 +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 +S4.01-96.8 +53.41-54.5 1 +53.41�95.13 1 +52.31-53.8 +52.31-92.1 90ft +S7.31-57.3 +57.3T--105.1 +57.3 -57.3 '+57.3 -1os.1 1 +57.3 -57.3 1 +57.31-105.11 +56.2 -56.6 +56.2 -102.21 +55.3 -56.0 1 +SS.3 -99.8 1 +54.6 -55.5 +54.61-97.7 1 +53.9 -55.0 +53.9 9 16 0 -96.0 +52.81-54.3 +52.81 95ft +57.91-57,9 +57�9 -106.1 +57.9 -57.9 +57.9 -106.11 +57.9 1-57.9 +57.91-106.1 +56.8 -57.1 +56.8 -103.1 +55.8 -56.5 +55Z -100.7 +55.1 -56.0 +55.1 -98.6 544#5 5 6 +' 44 ' +53.3 -54.8 +53.3 100 It +58.41-58.4 +58.4 -107.1 +58.4 -59.4 +58.4 -107.1 1 +58.4 -58.4 1 +58.4 -107.0 1 +57.3 -57.6 1 +57.3 -104.01 +56.3 -57.0 1 +56.3 -101.61 +55.6 -56.5 1 +55.6 -99.5 1 + _56 1 +_ 4 9 1_96 97.7 +53.8 -55.3 +53.81-94.7 53 81 1 105 ft +58.91-58.9 +58.9 -108.0 +58.91-58.9 +58.91-108.0 +58.9 -58.9 +58.9 1 -108.0 +57.8 1-58.1 1 +57.81404.9 1 +56.8 -57.5 +56.81-102.5 +56.01-57.0 +56.01-100.4 4 +55 9 _ 5 56 +5544+3 _9 861 +54.2 -55.8 +54.2 '4 2 -95.5 1 110 ft +59.4 -59.4 +59.4 _108.13 +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 +57.3 -103.3 +56.5 -57.5 +56.5 -101.2 +55.81-57.0 +558 +54.7-56.2 +54.7 B4.7 -96.3 115 ft +59.8 -59.8 9 a +59.8 -109.7 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 +563 _100 +55.1 .56.7 +55.1 P5 -97.1 6 +60.3 0 3 6 -60.3 3 +60.3 -210.5 +60.3 -110.5 +60.3 -60.3 +6D.3 -110.51 +59.1 -59.5 1 +59.1 -107.4 +58.21 -58.9 1 +58.2 -104.91 +57.41-58.3 1 +57.4 -102.71 +56.71-57.9 +56.71-100.9 + 5.5 -57.1 +55. -97. 125 It +60.7 6 0 7 0 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 1 +57.81-103.51 +57.1 -58.3 1 +57.11-101.6, +55.9 -57.5 +55.91-98.5 5 9 130 ft 6 1 +61.11-61.1 1 6 1 1 +61.1 -112.1 +61.1�-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 1 +57.51-102.3 +56.3 -57.9 +563 +56.3 1-99.2 135 ft +61.51-61.5 61 5 6 1 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 1 +60.3 409.6 +59.4 -60.1 1 +59.4 -107.0 1 +58.5 -59.5 1 +58.5 -104.9 1 +57.8 -59.1 +57.8 -103.0 +56.7 -58.3 +56.71-99.8 140 ft +61.9 6 .61.9 1 9 +61.9 -113.5 61.9 '19 i _'1 9 �61.9 +61.91-113.S, +61.9 -61.9 1 +61.9 1-113.51 +60.7 �61.1 +60.71-110.3 +59.71-60.5 +59.71-107.7 +58.9 -59.9 +58.91-105.5 +58.21-59.4 +58.21-103.6 +57.01-58.6 +57.01-100.4 145 ft +62.3 -62.3 6 2 3 +62.3 -114.2 +6Z3 -62.3 +62.3 -114.2, +62.3 -62.3 +62.3 -114.2 +61.1 -61.5 +61.1 -11LO +60.1-60.8 1 +60.11-108.4 +59.3 -60.3 +59.3 -106.2 +58.6 -59.8 +58.6 -104.3 +57.4 -59.0 1 +57.41-10LI 150 It +62.7 62 7 6 2 -62.7 7 +62.7 1-62.7 +62.71-114.9 1 +62.7 -62.7 1 +62.71-214.9 +61.5 �61.8 1 +61.51�111.71 +60.5 -61.2 +60.5 -109.0 +59.61-60.6 +59.6 -106.8 +58.91-60.2 1 +58.91-104.91 +57.71-59.4 1 +57.71-101.7 1 155 ft +63.0 63 0 6 0 -63.0 3 M62.7114.9 -63.0 -63.0 +63.0 -115.5 +63.0 -63.0 1 +63.01-115.5 1 +61.8 .62.2 1 +61.81-112.31 +60.81-61.5 1 +60.8 -109.61 .60.0 -61.0 1 +60.01-107.4' +59.21-60.5 1 +59.21-105.51 +58.0 -59.7 +58.0 -102.2 160 ft +634 +63.41-63.4 6 3 4 +63.41-116.2 14�414 .4 +63T .116.2 +63.41-63.4 1 +63.41-116.21 +62.1 .62.5 1 +62.11-112.91 +61.1 .61.9 +61.1 -110.3 +60.31-61.3 +60.3 -108.0. +59.6 -60.8 +59.61-106.1 +58.4 -60.0 +58.41-102.8 165 ft +63.71-63.7 -637 +63.7 -116.8 _±6L +63.71-63.7 +63.71-116.8 +63.71-63.7 1 +63.7 .116.8 +62.51-62.9 +62.5 -113.5 +61.5 -62.2 +61.51-110.8 +60.6 -61.6 +60.6 -108.6 +59.91-61.2 +59.9 -106.6 +58.7 .60.3 +58.71 - 170 ft 6 +64.0�_64.0 64 0 +64.0 -117.4 +64.0 -64.0 +64.0 -117.4 +64.0 -64.0 1 +64.0 -117.4 +6181-63.2 +62.81-114.2 +61.81-62.5 +61.81-111.4 +60.9 -62.0 +60.9 -109.1 +60.2 1-61.5 +60.2 407.2 +59.01-60.7 +59.0 175 ft 64 +64.4 .64.4 -644 +64.4 -118.0 +64.4-64.4 +64.4 -118.0 +64.4 1-64.4 +64.4 1-118.0 +63.11-63.5 +63.11-114.7 +62.1 -62.9 +62.1 -112.0 +61.3 -62.3 +61-3 -109.7 +60.5 -61.8 1 +60.5 1-107.7 +59.31-61,0 +59.31-104.4 04.4 180 ft +64.7 �64.7 +64.7 -118.6 +64.7 -64.7 +64.71-118.6 +64 1.64.7 1 +64.71-118.6 11 +63.4 +22 _2! ! 1 +2!.! 1-1 11%2 .1 +62.41-63.2 � +62.4 1-112;5 _11� + 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 5 0 +65.0 -65.0 5 0 +65.01-65.0 5 +6 0� -1191 +T 5 ,�o 5!; 1 9�2 JT +63il-oua 61 - +031-11�x _ 1; J± 6;�S _2� +621 -liEl +61.81-62.9 +61.8 -110.8 +61.1 -62.4 1 +61.11-108.8 +59.8 -61.6 +59.8 -105.4 190 ft + 5 + 65.3 .65.3 5 .65.6 +65.3 =65.0119.1 -119.7 + 5 - 3 :6 -65.3 +65 3 1197 63.3 -65.3 +65.3 .119.7 +64.0 .64.4 +K01-116.3 +63.0 +63.0 -113.6 + 60.1 -105.9 195 ft + 65.6 - +65.61-120.2 +�-65.6 65.6 +2!.61-1 .� +61.61-65.6 1 +65.61-120.21 +64.3 .64.7 +64.3 .116.9 60.4 -106.4 200 ft +65.9 6 . 9 -65.9 +65 9 -1 r2O 8 +65 9T -6 5 9 +64.6 -65.0 +64.6 -117.4 60.7 -106.9 Ln Design conforms to the Florida Building Code 6th Ed (2017). Tabulated design wind loads am based on A5CE 7.10 specifications for C) coreverents and cladding based on design criteria as noted herein. z . Where this document is used for permit, applicability of design criteria noted hemin (Basic Wind Speed, Exposum CAegor, Risk category, etc.) < shall be verified by the contractor S, building official prior t: construction - Te,n.dficaton maybe used inconjunalon with engin eringun separate certification (by this engineer or by others) using Allowable Stress Z Design (ASD). W U , Refer to the above�ded ASCIE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hvvy, #200, Bon Raton, FL 33432 • Wind Speed noted above Is ultimate design wind speed (3-second gust). • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. , Where 'Mean (average) Roof Helght� cannot be determined, peak rood height she 11 be used, except that save height shall be used for rod angle less than or equal t 0' Roundup to values shown V Go A44NM ding Retire. Tabulated wind prenqg . 1 11 mof slopes; no mdvction for Yered. Tributer, ��ja mitedin table iffective wind area) Is equal to the rairm OU MtYund down to values shown. - Zones 4 & 5 Cinterior' and 'comer' mores, respearmly) a m as shown to the right, where the dimension "a' is the minimum of 10% of the building's least horizontal dimension or 4054 of the mean end height, but never less the p 31�0- or 4% of the least horizontal dimension. , This specification Is valid only for use with structures NOT located In 'he upper one-half of an belated hill, ridge or esce rpment. - Ufa specification is valid fair use with bulldm� of any plak category, Including essential facilities and buildings or other structures that represent a substantial hazand to human life in the event of failure. , Design Is based on structure classification as Enclosed Bldg Copyright @2018 Easy Seals rev 10 18 Valid seal Christian Langley E F 1#31124 Doc No. AIOMS.170D Customer: Clements WorkOrder Number., 00012018007 Sales Opening # Engineer- Ing Opening # Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Anchor Spacing Sections 1A 14 -97.8 254.875 96.5 254.875 96.5 Yo.c. 1 Yo.c. .97.8 260.875 96.5 260.876 96.5 3"o.c. 1 3"o.c.