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HomeMy WebLinkAboutAPPROVED 170 C 15' - 60' SEALED PRESSURES1'trsrr E r"- a Seais ASCE 7-16 Design Wind Loads ,. For Wall Components& Cladding easyseais.com Wind Pressures [psf] for use with Allowable Stress Design Weld speed v = 170 mph Exposure 'C' Ke= 1.0 ASD Load Combination Coeff: 0.6 KZt = LID Kd = 0,85 Enclosed Bldg GCpi = 0.18 Mlea n Triburary area at least... 10 sq ft Triburary area at least... 15 sq ft Triburary area at least 20 sq ft Triburary area at least 25 sq ft Triburary area at least 30 sq ft Triburary area at least 35 sq ft Triburary area at least 40 sq ft Triburary area at least 50 sq ft Roof Height up to: Zone 4 Interior + Zone 5 Garner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - 15 ft +37.8 -41.0 +37.8 -50.6 +36.8 -40.0 +36.8 48.6 +36.1 -39.3 +36.1 -47.2 +35.5 -38.7 +35.5 -46.1 +35.1 -38.3 +35.1-45.2 +34.7 -37.9 +34.7 -44.5 +34.4 -37.6 +34.4!-43.8 +33.8 -37.0 +33.8 -42.7 16 ft +38.3 -41.6 +38.3 -51.3 +37.3 -40.5 +37.3 -49.3 +36.6 -39.8 +36.6 -47.8 +36.01-39.3 +36.0 -46.7 +35.6 -38.8 +35.6 -45.8 +35.2 -38.4 +35.2 -45.1 +34.9 -38.1 +34.9 -44.4 +34.3 -37.6 +34.3 -43.3 17 ft +38.8 -42.1 +38.8 .52.0 +37.8 -41.1 +37.8 49.9 +37.1 -40.3 +37.1 -48.5 +36.5 -39.8 +36.5 -47.3 +36.0 -39.3 +36.0 �-46.4 +35.6 -38.9 +35.6 45.6 +35.3 -38.6 +35.3 -45.0 +34.7 -38.0 +34.7 43.8 18 ft +39.3 -42.6 +39.3 -52.6 +38.2 -41.6 +38.2 -50.5 +37.5 -40.8 +37.5 -49.0 +36.9 -40.3 +36.9 -47.9 +36.5 -39.8 +36.5'i-47.0 +36.1 -39.4 +36.1 -46.2 +35.7 -39.1 +35.7 -45.5 +35.2 -38.5 +35.2 -44.4 20 ft +40.2 -43.6 +40.2 -53.8 +39.1 -42.5 +39.1 -51.7 +38.3IAL7 +38.3 -50.1 +37.8 -41-2 1 +37.8 -49.0 +37.3 -40.7 +37.3 -48.0 +36.9 -40.3 +36.9 -47.2 +36.Si-39.9 +36.5 -46.5 +36.0 -39.4 +36.0 -45.4 22 ft +41.0 -44.4 +41.0 -54.9 +39.9 -43.4 +39.9 -52.7 +39.1 -42.6 +39.1 -51.2 +38.5 -42.0 +38.5r50.0 +38.0 -41.5 +38.0 -49.0 +37.6 41.1 +37.6 -48.2 +37.31-40.7 +37.3 -47.5 +36.7 40.2 +36.7 46.3 24 ft +41.7 -45.3 +41.7 -55.9 +40.6 -44.2 +40.6 -53.7 +39.8 -43.4 +39.8 -52.1 +39.2 -42.8 +39.2 -50.9 +38.7 -42.3 +38.7 -49.9 +38.3 41.9 +38.3 -49.1 +38.0 -41.5 +38.0 -48.4 +37.4 -40.9 +37.4 -47.1 2S ft +42.1 -45.7 +42.1 -56.4 +41.0 -44.5 +41.0 -54.1 +40.2 -43.8 +40.2 -52.6 +39.5 -43.1 +39.61-51.3 +39.1 -42.6 +39.1 -50.3 +38.7 -42.2 +38.7 -49.5 +38.3'-41.9 +38.3 .48.8 +37.7 -41.3 +37.7 .47.5 26 ft +42.4 -46.0 +42.4 -56.8 +41.3 -44.9 +41.3 -54.6 +40.5 -44.1 +40.5 -53.0 +39.9 -43.5 +39.9 '-51.8 +39.4 -43.0 +39.4 -50.8 +39.0 -42.6 +39.0 -49.9 +38.6 -42.2 +38.6 -49.2 +38.0 -4LIS +38.0 -47.9 28 ft +43.1 -46.8 +43.1 -57.7 +42.0 -45.6 +42.0 -55.4 +41.2 -44.8 +41.2 -53.8 +40.5'-44.2 +40.5 -52.6 +40.0 -43.7 +40.0 -51.6 +39.6 -43.2 +39.6 -50.7 +39.2 -42.9 +39.2!-49.9 +38.6 -42.2 +38.6 -48.7 30 ft +43.7 -47.4 +43.7 -58.6 +42.6 -46.3 +42.6 -56.3 1 +41.8 -45.5 +41.8 -54.6 +41.1 -44.8 +41.1 -53.3 +40.6 -44.3 +40.6 -52.3 +40.2 -43.9 +40.2 -51.4 +39.8!-43.5 +39.8 -50.7 +39.2 -42.9 +39.2 -49.4 32 ft +44.3 -48.1 +44.3 -59.4 +43.2 -46.9 +43.2 -57.0 +42.3 -46.1 +42.3 -55.4 +41.7'I-45.4 +41.7 -54.1 +41.21-44.9 +41.2 -53.0 +40.7 -44.5 +40.7 -52.1 +40.3'-44.1 +40.3 -51.4 +39.7 -43.5 +39.7 -50.1 34 ft +44.9 48.7 +44.9 -60.1 11 +43,7 -47.5 +43.7 -57.8 +42.9 -46.7 +42.9,-56.1 +42.2 -46.0 +42.2 -54.8 +41.7 -45.5 +41.7 -53.7 +41.2 -45.1 +41.2 -52.8 +40.9 -44.7 +40.9 -52.0 +40.2 -44.0 +40.2 -50.7 35 ft +45.2 -49.0 +45.2 -60.5 1 +44.0 -47.8 +44.0 -58.1 +43.1 -47.0 +43.1 -56.4 +42.5 -46.3 +42.5 -55.1 +42.0 -45.8 +42.0 -54.0 +41.5 45.3 +41.5 -53.1 +41.1 -44.9 +41.1 -52.3 +40.5 -44.3 +40.5 -510 36 ft +45.4 -49.3 +45.4 -60.8 +44.21-48.1 +44.2 -58.5 +43.4 -47.2 +43.4 '-56.8 +42.7 -46.6 +42.7 -55.4 +42.2 -46.1 +42.2 -54.4 +41.7 -45.6 +41.7 -53.4 +41.3'-45.2 +41.31-52.7 +40.7-44.5 +40.7 -51.3 38 ft +46.0 1-49.9 +46.0 -61.5 +44.8'-48.6 +44.8 -59.1 +43.9 -47.8 +43.9--57.4 +43.2 -47.1 +43.2 -56.1 +42.7 -46.6 1 +42.7 -55.0 +42.2 -46.1 +42.2 -54.1 +41.8 -45.7 +41.8'-53.3 +41.2 -45.1 +41.2 -51.9 40 ft +46.5 -50.4 +46.5 -62.2 +45.2 •49.2 +45.2 -59.8 +44.4 -48.3 +44.4 -58.0 +43.7 -47.6 +43.7 -56.7 +43.1 47.1 +43.1 -55.5 +42.7 •46.6 +42.7-54.6 +42.3 -46.2 +42.3 -53.8 +41.6 -45.5 +41.6 -52.5 42 ft +46.9 -50.9 +46.9 -62.9 +45.7 -49.7 +45.7 -60.4 +44.8 -48.8 +44.8r-58.6 +44.1�-08.1 +44.1 -57.3 +43.6 -47.6 +43.6 -56.2 +43.1 47.1 +43.1 -55.2 +42.7 -46.7 +42.7 -54.4 +42.0 46.0 +42.0 -53.0 44 ft +47.4 -51.4 +47.4 -63.5 +46.21-50.2 +46.2 -61.0 +45.3 49.3 +45.3 -59.2 +44.6 -48.5 +44.6 -57.8 +44.0 -48.0 +44.0 -56.7 +43.5 47.6 +43.5 -55.8 +43.1 -47.2 +43.1 -54.9 +42.4 -46.5 +42.4 -53.6 45 ft +47.6 -51.7 1 +47.6 -63.8 +46.4 -50.4 +46.4j-61.3 1 +45.5 49.5 +45.5 -59.5 +44.8 -48.8 +44.8 -58.1 +44.2 -48.3 +44.2 -57.0 1 +43.8 -47.8 +43.8 -56.0 +43.3 -47.4 +43.3 -55.2 +42.6 -46.7 +42.6 -53.8 46 ft +47.9 -51.9 +47.9 -64.1 +46.6;-50.6 +46.6I-61.6 +45.7 -49.8 +45.7 -59.8 +45.0 -49.1 +45.0 -58.4 +44.4 -0.5 +44.4 -57.2 +44.0 -48.0 +44.0 -56.3 +43.5 -47.6 +43.5 -55.4 +42.8 -46.9 +42.8 -54.1 48 ft +48.3 .52.4 +48.3 -64.6 +47.0 -51.1 +47.01-62.1 +46.1 -50.2 +46.1 -60.3 +45.4 -49.5 +45.4 -58.9 +44.8 48.9 1 +44.8 -57.8 +44.4 -48.4 +44.4 -56.8 +43.9 -48.0 +43.9 -55.9 +43.2 .47.3 +43.2 -54.5 50 ft +48.7 -52.8 +48.7 -65.2 1 +47.4 -51.5 +47.4 -62.6 +46.5 -50.6 +46,5 -60.8 +45.8 -49.9 +45.8-59.4 +45.2 -49.3 +45.2 58.3 +44.7 48.9 +44.7 -57.3 +44.3;-48.4 +44.3.-56.4 +43.6 47.7 +43.6 -55.0 52 ft +49.1 -53.3 +49.1 -65.7 +47.8 -52.0 +47.8 -63.2 +46.9 -51.1 +46.9 -61.3 +46.2 -50.3 +46.2 -59.9 45.6 49.8 +45.6 -58.7 +45.1 -49.3 +45.1-57.8 +44,7 48.8 +44.7 -56.9 +44.0 -48.1 +44.0 -55.5 54 ft +49.5 -53.7 +49.5 -66.3 +48.2.-52.4 +48.2 -63.7 +47.3 -51.5 +47.3 -61.8 +46.5 -50.7 +46.5 -60.4 +46.0 -50.2 +46.0 -59.2 445.5 49.7 +455 -58.2 +45.0 -49.2 +45.0 -57.4 +44.3 -48.5 +44.3 -55.9 55 ft +49.7 -53.9 +49.7 -66.5 +48.4 -52.6 +48.4 -63.9 447.4 -51.7 +47.4 -62.1 +46.7 -50.9 +46.7 -60.6 +46.1 -50.3 +46.1 -59.4 +45.6 -49.9 +45.6 -58.4 +45.2 -49.4 +45.2 -57.6 +44.51-48.7 +44.5 -56.1 S6 ft +49.9 -54.1 +49.9 -66.8 +48.6 -52.8 +48.6 -64.2 +47.6 -51.9 +47.6 -62.3 1 +46.9 -51.1 +46.9 -60.$ 1 +46.3 -50.5 +46.3 -59.7 +45.8 -50.0 +45.8 -58.7 +45.4 -49.6 +45.4 -57.8 +44.7 -48.9 1 +44.7 .56.3 58 ft +50.2 -54.5 +50.2 -67.3 +48.9 -53.2 +48.9 64.6+8.0 -52.2+48.0 -62.7 -1.5 147 .3 -61.3 +46.7 -50.9 +46.7 -60.1 +46.2 -59.1 +45.7 -50.0 +45.7 58.2 +45.0 -492 +45.0I-56.8 50.6-54.9 +50.6-67.8 M9.3 -53.6 9.3-65.1 +48.3-52.6 +48.3 -63 47.6-51.9+47.6 -61.747.0 51.3 47.0 -60.5 46.5 -59.560ft 46.0 -50.3 +46.0 -58.6 +45.3 49.6 1 +45.3 -57.2 • Design conforms to the Florida Building Code 7th Ed 2G20 . k!1 g g ( 1 LLI • Tabulated design wind loads are based on ASCE 7-16 specifications for Qcomponents 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.) `f shall be verified by the contractor & building officlaI prior to construction. i_r • This specification may be used in conjunction with engineering under LLI separate certification (by this engineer or by others) using Allowable Stress W Design {ASD). V • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, ff200, Boca Raton, FL 33432 • Wind Speed noted above is ultimate design winds speed 3-second gust). P g P I g ) • 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 eave 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 roof slopes; no reduction for roof slope 610" has been considered. • Tributary Area noted In table (effective wind area) is equal to the minimum of [height x width] or ]ht x ht / 31. Round down to va lues shown. • Zones 4 & 5 ("interior" and "corner" zones, respectively) are as shown to the right, where the dimension "a" fs the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than T-0" or4%of the least horizontal dimension. • This specification is valid only for use with structures NOT located in the upper one-half of an isolated hill, ridge or escarpment, & below 1000' elev. • This speelfication is valid for use with buildings of any Risk Category, including essential facilities and buildings or other structures that represent a substantial hazard to human life in the event of failure. • Design is based on structure classification as Enclosed Bldg Copyright ©2021 Easy Seals rev0121 ■ a i r 5 4 ' S Pave Height Mean Reef Ht Peak Height wnrr r•r svan�u Valid only tli engineer nature rai 6 si led seal �1 F Christian Lana FL PE #67382 V1 #31124 Dot No. A16LS.170C