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HomeMy WebLinkAboutDESIGN WIND LOADSsit / Ea►sySea /�- ASCE 7-10 Design Wind Loads a+r easyseal5.com For Wall Components S Cladding Wind Pressures [psf] for use with Allowable Stress Design Wind speed V = 170 mph Exposure'D' ASD Load Combination Coefficient: 0.6 KZt - 1.0 Kd = 0.85 Enclosed Bldg GCpi - 0.18 Mean Triburary area at least... 10 sgft Tributary area at least... 15 sit ft Triburary area at least 20 sgft Triburary area at least 25 sgft Triburary area at least 30 sgft Tributary area at least 35 Bill it Triburary area at least 40 sq it Triburary area at least 50 sgft Roof Height 60'to: Zone Interior +3 Zone Corner + Zone4 Interior + Zone Corner + Zoned Interior + Zone Corner . + Zoned Interior + 1 Zones Corner + Zone4 Interior + Zones Corner + Zoned Interior + - Zones Corner + Zoned Interior + - Zones Corner + Zoned Interior + Zones Corner . 61ft 5.6-53.6+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 -5.3 +51.71-93.2 +5.0 -51.9 +51.0 -91.3 +50.4- + 4+ + 9 ft .24 .2+54.2 -99.3 -54.2 -99.3 -54.2 -99.3 -53.5 -96.5 -52.965 +52.3-943 +51.6 -52.4 +51.6-92.3 +50.9 -52.0 +50.9 -90.7 +49.9-51.3 +499..93 --8876..9 +549 +54. 9-10070ft +54.9 -54.9 +54.9 -300.6+54.9 =54.9 +54.9 -300:6 +53.8 -54.2 +53.8 -97.8 +53.0 -53.6' +53.0 -95.5 +52.2I-53.1 +52.2 -93.5 +Sl.6-52:7 +51.6 -91.9 +50.5 -52.0 +50.5 -89.0 75 it +55.5 -55.5 +55.5 -101.9 +55.51-55.5 +55.5 -101.8 +55.51-55.5 1 +55.5 -101.8 1 +54.51-54.8 +54.5 -99.0 +53.6 -54.2 +53.6 -96.6 +52.91-53.7 +52.9 -94.7 1 +52.2 -53.3 +52.2 -93.0 +51.2 -52.6 +51.2I-90.1 80 it +56.2 -56:2 +56.2 -103.0 +56.2 -56.2 - +56.2 1710i.0 1+56.2 -56.2 1 +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 1 +51.7 -53.2 +51.7 -91.1 85 it +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 +52.31-53.8 +52.3 -92.1 90 ft +57.3 -57.3 +57.3 -105.1 +57.3 -57.3 +57.3 -305.1 +57.3 -57.3 +57.3 -105.1 1 +56.2 -56.6 +56.2 -102.2 +55.31-56.0 +55.3 -99.8 +54.6 -55.5 +54.6 -97.7 +53.9 .55.0 +53.9 -96.0 +52.81-54.3 +52.8 -93.0 95 ft +57.9 -57.9 +57.91-106.1 +57.9 -57.9 +57.91-106.1 +57.91-57.9 +57.91-106.1 +56.81-57.1 +56.81-103.1 +55.8 -56.5 +55.8 -100.7 +55.1 -56.0 +55.1 .98.6 +54.41-55.6 +54.4 -96.9 1 +53.3 -54.8 +53.31j. 100 It +58.4 -58.4 +58.4 -107.1 +58.4 -58A +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 1 +53.8 -55.3 +53.8 -94.71 105 ft +58.9 -58.9 +58.91-108.0 +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 +55.41-56.5 +55.4 -98.6 1 +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 -303.3 +56.5 -57.5 +56.5 -10L2 +55.8 .57.0 +55.8 -99.4 +54.7 -56.2 +54.7 -96.3 115 ft +59.8 -59.8 98-109.7 +59.8 -59.8 +59.81-109.7 +59.8 -59.8 +59.8I-309.7 +58.7I1-59.1 +58.7 -106.6 +57.7 -58.4 +57.7 -104.1 +56.9 -57.9 +56.9 -102.0 +56.3 -57.4 +56.31-100.1 +55.1 -56.7 +55.1 -97.1 ft +60.3 -60.3 +5.3 6 -60.3 , -110.5 i60.3 60.3 -110.5 -59:5 -107.4 -59.9 -104.9 +57.41'-58.3 -102.7+56.7 -57.9 +56.7 -100.9 -57.1 +55.51 -97.8120 125 ft +60.71-60.7 +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 -105.6 +57.8 -58.7 .103.5 +57.1, 1-58.3 +57.1 401.6 +55.9 -57.5 +5556..93 --'9989..5 130 ft +61.1 -61.1 +61.1 -61.1 +61.1 -112.1 +61. + + + + -+58._6 + + + + + +56.3 .57.9 + 2.4- 135 ft +61.5 -61.5 +61.5 -6L5 +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 -99.8 140 ft +61.91-61.9 +61.9 _ 1.9 -6.1.9+61:9-113.5 .7 +60- 61.1 +60.7 -110.3 +59.7-60.5 +59.-307. +58.9 59.9 _+57.8 +58.9 145 ft +6.3-62.3+62.3 -114.2 +62.31-62.3 +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 +59.31-60.3 +59.3 -106.2 +58.61-59.8 +58.61-104.3 +57.41-59.0 +57.41-101. 1 150ft+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 +60.5-10.0 +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 +63.0 415.5 +63.0 -63.0 +63,0 -115.5 +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 -202.2 160 ft +63.4-63.4 +63:4 -116.2 +63.4 -63.4 +63.4 =116.2 +634-16.2+62.1-62.5 +62.1 -112.9 +61.1-61.9 +61.1 -110.3 +60:3 -61.3 +60.3-108.059.E -60.8 +59.6-306.1 +58.4-60.0 +58.4-302.8 165 ft +63.7 .63.7 +63.71-116.8 +63.71-63.7 +63.71-116.8 +62.SI-62.9+62.5I-113. +61.51-62.2+61.5-110.8 +60.6-61.6 +60.61-108.6 +59.91-61.2 +59.91-106.6 +58.7 -60.3 +58.7 -103.4 ft +64.0 -64.0 +64.0 417.4 +64.0-64.0 +64.0-117.4 +62.8 -63.2 +62.8 .114.1 ♦61.81-62.5 + 0 +60.2 +60.2 -107.2 +170 5.0 -60.7 +59.0. 11 175 ft +64.4 -64.4 +64.41-118.0 +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 -lllq.q 180 ft +64.7 -64.7 +64.71-118.6 +64.7 -64.7 +64.7 -118.6 2-643 ' 6 185 ft +65.01-65.0 +65.01-119.1 +65.0 .65.0 +65.01-119.1+63.7 62.7 6 6 3 8 69 6L8 -110.8 +61.1 -62.4 + 11-1086 64 +59.8 .61.6 +59.81-105.4 0 + 3 +65.3 -119.7 +65.3 119.7 +64.0-6.4 +6.0 -116.3 +630 -63.8 +63.01-113.6 +62.1 -63.2 +62.11-111.3 +61.41-62.7 + +60.1-61.8 +60.1-205.9'19 ft +65.6 .120.2 +65.6 -65.6 +65.6 -120.2 +64.3 -64.7 +64.3 .116.9 +63.3 0 +6-6195 1 6 +60.41-62.1 +60.4 306.4200 ft +65.9-65.9 +65.9-120.8 +65.9-65.9 -120.8 +64.6 .65.0 +64.6 417.4 +636-64.3 +62.7 -637 +62.7 -112.3 +60.7 -62.4 +60.7 -306.9 LIT • Design conforms to the Florida Building code 6th Ed(2017). f• Tabulated design wind loads are based on ASCE 7.20 specifications for C components and cladding based on design criteria as noted herein. Z • Where this document is used for permit, applicability of design criteria J noted herein(Basic Wind Speed, Exposure Category, Risk category, etc.) shall be verified by the contractor & building official prior to construction. `L' • This specification may be used in conjunction with engineering under 0.1 separate certification (by this engineer or by others) using Allowable Stress W Design(ASD). LD • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, g200, Baca 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 Height' cannot be determined, peak roof height shall be used, except that save height shall be used for roof angle less than or equal to 10•. Round up to values shown • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all mof slopes; no reduction for mof slope 5 to- has been considered. • Tributary Area noted in table (effective wind area) Is equal to the minimum of(heightxwidth] or[htxht/3]. Round down to values shown. • Zones 4 & 5 ("interior' and "corner" zones, respectively) are as shown to theright,where adimension"a" is the minimum of 10% of the building's imsthontant it a s�i�efdhs mean roof height, but never less than T4..,4%oft ele 0 dimension. • This specification �� in�s v ��((..��sa��,,���� for use with structures NOT located in the upper scarpme it. - This s�caLul3isnosp ed'�y(hiyl}ly,'�ridWg�e or ellI Ings of any Risk Category, including essential faciiWWitiellzil'ana bYrll[AAds�f other structures that represent a substantial hazard to human life in the event of is lum. • Design is based an structure classification as Enclosed Bldg Copyright 02018 Easy Seals rev 1118 Valid only wit gineer' signature r@is seal g Nov 02 Christian Langley E FL PE #67382 C 31124 Doc No. A10MS.170 r Customer: CARON ..:'kOrder Number: 03062019014 N0301 - Unit No. Wall Pressure 10poning Width 10paning .Height I Shutter I Width I Shutter Height I Slat Length Anchor Spacing 1 62.4 299.5 97.25 299.5 97 93.75 6"o.c. 6"o.c.