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HomeMy WebLinkAboutEngineering EaASCE 7-10 Design Wind Loads Wind speed v= 160 mph Exposure 'C' sy Sea ISFor Wall Components & Cladding ASD Load Combination Coefficient: 0.6 easysea!s cam Wind Pressures[psf]for use with Allowable Stress Design Kzt= 1.0 Kd= 0.85 Enclosed Bldg GCpi= 0.18 Tribur area east... Triburary area at least... Tribu ry area a ast Triburary area at least Triburaryarea at least Triburary area at least Tri rary area a east Triburary area at least Mean 10sgft 15sgft 0sft 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 nterior Corner 46 Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner + + + + + + - + - + - + - 15 +33.5-36.3 +33.5,-44.8 +32.61-35.4 +32.6 43.1 +32.0-34.8 +32.0''-41.8 +31.5'-34.3 +31.5'-40.8 +31.1,-33.9 +31.1-40.0 +30.8,-33.6 +30.8-39. +30.5 -33.3 +30.5'-38.8 +30.01-32.8 +30.0-37.8 16 ft + . - 6.8 +33.9-45.4 +33.01-35.9 +33.01-43.7 + - .3 +32. 1- . +31.9-34.8 +31.9-41.4 +31.5-34.4 +31.5-40.6 +31.2'-34.1 +31.2-39.9 +30.9-39.3 +30.4,-33.3 +30.4-38.3 17 ft +34.4-37.3 +34.41-46.0 +33.5-36.4 +33.5'-44.2 +32.8-35.7 +32.8-42.9 +32.3-35.2 +32.31.-41.9 +31.9-34.8 +31.9-41.1 +31.61-34.5 1 +31.6-40.4 +31.3-34.2 +31.3,-39.8 +30.8-33.7 +30.8-38.8 18 ft +34.8'-37.7 +34.81-46.6 +33.9-36.8 +33.91-44.7 +33.2-36.2 +33.21-43.4 +32.7-35.7 +32.71-42.4 +32.3-35.3 +32.3'-41.6 +32.0'-34.9 +32.0-40.9 +31.7-34.6 +31.71-40.3 +31.2'-34.1 +31.2'-39.3 20ft +35.61-38.6 +35.6'-47.6 +34.6-37.6 +34.61-45.8 +34.0,-37.0 +34.0'-44.4 +33.5,-36.5 +33.5,-43.4 +33.0-36.0 +33.0,-42.5 +32.7-35.7 +32.7'-41.8 +32.4-35.4 +32.41-41.2 +31.8-34.9 +31.8-40.2 22 ft +36.3 -39.4 +36.3-48.6 +35.3-38.4 +35.3-46.7 +34.7-37.7 +34.7-45.3 +34.1-37.2 +34.1-44.3 +33.7-36.8 +33.7-43.4 +33.3-36.4 +33.3 -42.7 +33.0 -36.1 +33.0-42.1 +32.5-35.6 +32.5-41.0 24 ft +37.01-40.1 +37.01-49.5 +36.01-39.1 +36.0-47.5 +35.3-38.4 +35.3'-46.2 +34.81-37.9 +34.81-45.1 +34.31-37.5 +34.3-44.2 +34.01,-37.1 +34.0-43.5 +33.61-36.8 +33.6',-42.8 +33.1-36.2 +33.11-41.8 25 ft +37.3-40.4 +37.3-49.9 +36.3 -39.5 +36.3-48.0 +35.6-38.8 +35.6-46.6 +35.1-38.2 +35.1-45.5 +34.6-37.8 +34.6-44.6 +34.2 -37.4 +34.2 -43.8 +33.9;-37.1 +33.9 -43.2 +33.4-36.5 +33.4-42.1 26 ft +37.6-40.8 +37.61'-50.3 +36.6-39.8 +36.6'-48.4 +35.9-39.1 +35.91'-46.9 +35.4-38.5 +35.41-45.9 +34.9-38.1 +34.9''-45.0 +34.5'-37.7 +34.5 44.2 +34.2-37.4 +34.2 43.6 +33.7-36.8 +33.7' 42.5 28 ft +38.2-41.4 +38.21-51.1 +37.2-40.4 +37.2!-49.1 +36.5-39.7 +36.51,-47.7 +35.9-39.1 +35.91-46.6 +35.5-38.7 +35.51-45.7 +35.1-38.3 +35.1,-44.9 +34.7-38.0 +34.71-44.2 +34.2-37.4 +34.2-43.1 30ft +38.7,-42.0 +38.7'-51.9 +37.7-41.0 +37.71-49.8 +37.0-40.3 +37.01-48.4 +36.4-39.7 1 +36.41-47.3 +36.0-39.3 +36.0-46.3 +35.6-38.9 +35.6-45.6 +35.2 -38.5 +35.2'.-44.9 +34.7-38.0 +34.7-43.8 32 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 +36.5-47.0 +36.1-39.4 +36.1-46.2 +35.7'-39.1 +35.7-45.5 +35.2 -38.5 +35.2 -44.4 34 ft +39.81-43.1 +39.81-53.3 +38.71-42.1 +38.7:,-51.2 +38.0-41.4 +38.01-49.7 +37.4'1-40.8 +37.41-48.5 +36.9'-40.3 +36.9'1-47.6 +36.5-39.9 +36.5'1-46.8 +36.2 -39.6 +36.2-46.1 +35.61-39.0 +35.6 i-44.9 35 ft +40.0-43.4 +40.0-53.6 +39.0-42.4 +39.0 -51.5 +38.2 -41.6 +38.2-50.0 +37.6-41.0 +37.6 -48.8 +37.2-40.6 +37.2-47.9 +36.8-40.2 +36.8-47.1 +36.4-39.8 +36.4 -46.4 +35.8-39.2 +35.8-45.2 36 ft +40.31,-43.7 +40.3'1-53.9 +3927426 +39.2'-51.8 +38.41-41.9 +38.4-50.3 +37.9'-41.3 +37.91-49.1 +37.4, -48.2 +37.01-40.4 +37.0-47.3 +36.61-40.0 +36.61-46.6 +36.0!-39.5 +36.0-45.5 38 ft +40.7-44.2 +40.71-54.S +39.61-43.1 +39.6-52.4 +38.9-42.3 +38.9 -50.8 +38.3-41.7 +38.3 -49.7 +37.8-41.3 +3 -48.7 +37.4,-40.9 +37.4-47.9 +37.0-40.5 +37.0-47.2 +36.5-39.9 +36.5 40 ft +41.2 X4.6 +41.2',-55.1 +40.11-43.6 +40.11,-52.9 +39.3-42.8 +39.3-51.4 +38.7-42.2 +38.7-50.2 +38.2 -49.2 +37.8-41.3 +37.8-48.4 +37.4-40.9 +37.4'-47.7 +36.9-40.3 +36.9',-46.5 42 ft +41.6-45.1 +41.61,-55.7 +40.5-44.0 +40.51-53.5 +39.7-43.2 +39.71-51.9 +39.1-42.6 +39.11-50.7 +38.6-4 1-49.7 +38.2-41.7 +38.21-48.9 +37.8-41.4 +37.81-48.2 +37.2-40.8 +37.2-47.0 44 ft +42.0-45.6 +42.01-56.2 +40.9-44.4 +40.91-54.0 +40.1-43.7 +40.1-52.4 +39.5,-43.1 +39.5-51.2 +39.0 Alk. + -50.2 +38.6-42.1 +38.6-49.4 +38.2-41.8 +38.2,-48.7 +37.6-41.2 +37.6-47.4 45 ft +42.21-45.8 +42.2-56.5 +41.1-44.7 +41.1-54.3 +40.3 -43.9 +40.3-52.7 +39.7-43.3 +39.7-51.5 +39.2'-4 3 -50.5 +38.8 -42.3 +38.8'-49.6 +38.4 -42.0 +38.4-48.9 +37.8-41.4 +37.8-47.7 46ft +42.41-46.0 +42.41-56.8 +41.31-44.9 +41.3-54.5 +40.51-44.1 +40.5-52.9 +39.9-43.5 +39.91-51.7 +39.4-43.0 +39.41,-50.7 +38.9-42.5 +38.9 -49.9 +38.6-42.2 +38.6-49.1 +38.0-41.5 +38.0-47.9 48 ft +42.8-46.4 +42.8-57.3 +41.6-45.3 +41.6-55.0 +40.8-44.5 +40.8-53.4 +40.2-43.8 +40.2 -52.2 +39.7-43.3 .7-51.2 +39.3 -42.9 +39.3-50.3 +38.9 -42.5 +38.9-49.6 +38.3 -41.9 +38.3 -48.3 Soft +43.1-46.8 +43.1'-57.8 +42.0'-45.7 +42.01-55.5 +41.2-44.9 +41.2-53.9 +40.6-44.2 +40.6-52.6 +40.I'-43S' +43V. 51.6 +39.6-43.3 +39.61-50.7 +39.3'-42.9 +39.31-50.0 +38.61-42.3 +38.61-48.7 52 ft +43.51-47.2 +43.5-58.2 +42.3-46.0 +42.3,-55.9 +41.5-45.2 +41.51-54.3 +40.9-44.6 +40.9 -53.1 +40.4-44. +4 52.0 +40.0-43.6 +40.0-51.2 +39.6-43.3 +39.6-50.4 +38.9,-42.6 +38.9-49.1 54 ft +43.811-47.6 +43.81-58.7 +42.7-46.4 +42.7'-56.4 +41.9 -45.6 +41.9-54.8 +41.2 -44.9 +41.2-53.5 +40.7 44.4 MMM&71-52.4 +40.3-44.0 +40.3-51.6 +39.9-43.6 +39.9'-50.8 +39.3-03.0 +39.3 -49.5 55 ft +44.0-47.7 +44.0'-58.9 +42.9 -46.6 +42.91-56.6 +42.01-45.8 +42.0-55.0 +41.41-45.1 +41.4-53.7 +40.91-44 +40. 2.6 +40.4'-44.2 +40.4'-51.8 +40.0'-43.8 +40.0'-51.0 +39.4-43.1 +39.4'-49.7 56ft +44.21-47.9 +44.2''-59.2 +43.0-46.8 +43.01-56.8 +42.2-45.9 +42.2-55.2 +41.51-45.3 +41.5,-53,9 +41.01-44. 52.8 +40.6,-44.3 +40.6!-52.0 +40.2 -43.9 +40.2-51.2 +39.6-43.3 +39.61-49.9 58 ft +44.5 48.3 +44.5-59.6 +43.3-47.1 +43.3 -57.2 +42.5-46.3 +42.5 -55.6 +41.9-45.6 +41. t14.3 :!!+41.3-45. 3.2 +40.9 44.7 +40.9-52.3 +40.5-44.3 +40.5-51.6 +39.9 43.6 +39.9-50.3 60 ft +44.8 48.6 +44,8-60.0 +43.6 47.4 +43.6-57.7 +42.8 46.6 +42.8-56.0 +42.2 46.0 +42. 4.7 +41.6 45. 3.6 +41.2 45.0 +41.2-52.7 +40.8'-44.6 +40.8-51.9 +40.11 43.9 +40.1-50.6 r- � •Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above is ultimate design wind speed(3-sec r3gust).D Zones and"corner"zones,respectively)are as shown to a a Valid only with engineer's LLJ •Tabulated design wind loads are based on ASCE 7-10 specifications for •Plus(+)&minus(-)signs signify pressures acting toward and "from-O;e right, e t e n"a"is the minimum of 10%of the building'sPEMHOWA signature&r ed seal C) components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. O I ast hor or I dimension o 40%of the mean roof height,but never lessZ •Where this document is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined, e6 roof 4an T-O %of the least horizontal dimension.tion is valid onl for use with structures NOT located in thenoted herein(Basic Wind Speed,Exposure Category,Risk Gtegory,etc.) height shall be used,except that eave height shall be usedforr t;�ngle I�Thissp a yshall be verified by the contractor&building official prior to construction. less than or equal to 10°. Round up to values shown aper one- of an isolated hill,ridge or escarpment. 1 n 09Iv •This specification may be used in conjunction with engineering under •Wind pressures are applicable to all building floors. N OThisspl ation is valid for use with buildings of any Risk Category,ILLIseparate certification(by this engineer or by others)using Allowable Stress •Tabulated wind pressures are valid for all roof slopes;no red for�cluding®ntial facilities and buildings or other structures thatZDesign(ASO). roof slope 5 SO°has been considered. represent a s bstantial hazard to human life in the event of failure. Nknn ROOChristian Langle PE 1w.7 •Refer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted In table(effective wind area)is equal to hK •Design is b sed on structure classification as Enclosed Bldg Peek Height FL PE#67382 4#31124 definitions of all design criteria. minimum of(height x width)or(ht x ht/31. Round down to valithown. way i FI VAOM 1200 N Federal Hwy,#200,Boca Raton,FL 33432 tO C pyright©2018 Easy Seals rev 01 18 Doc No.A101S.160C Opening Anchor Header Storm Unit Contract Wall Shutter Shutter Shutter Storm Bars P Rein Re 'd anel No. No. pressure Size Width Height Span Req'd Spacing To q P W x H Bottom Y/N Bolted Y/N 1 1 -40.0 74.25 x 761/4 413/8 N/A No 12"o.c. N N 39.25" 12"o.c. 2 2 -40.0 74.5"x 761/4 413/8 N/A No 12 o.c. N N 39.5" 12"o.c. 3 3 -40.0 74.5"x 39" 761/4 413/8 N/A No 12"o.c. N N 12"o.c. 4 4 -40.0 106.75"x 1081/2 537/8 N/A No 12 o.c. N N 51.25" 12"o.c. 5 5 -40.0 26.75"x 281/4 283/4 N/A No 12'o.c. N N 26.75" 12"o.c. 6 6 -40.0 27.25"x 27" 291/4 311/4 N/A No 12"o.c. N N 12"o.c. 27.25"x 12"o.c. 7 7 40.0 27 5" 291/4 311/4 N/A No 12"o.c. N N 8 8 -40.0 37.5"x 391/2 413/8 N/A No 12 o.c. N N 39.75" 12"o.c. ago Ll:- - IT I I I RECEIVED MAY 2 4 2018 5T_Lucie County, Permitting