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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (P S F) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is Not A Master Drawing. PEAK B x[<TO SO.fi(••) TO SOFTS B x L c 50 SOFT() B x L L 50 SOValid Only For One Time Permit.FT(•J ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSIT/VE NEGATIVE (h) ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. y0' * INDICATED DESIGN WINDS PRESSURES CORRESPOND TO THE'MWAIUM END 0'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 432 90.8 54.5 SLOPES. >10'-15' 83.6 50.2 111.9 67.1 79.8 479 104.4 1 62.6 74.8 44.9" 1 94.4 56.6 �q **L-Awa HEIGHT(T'T) >25'-JO' 86.2 51.7 115.5 69.3 824 49.4 107.7 64.6 77.3 46.4 97.4 58.4 �.a, B-PANEL MOTH(a) U ' >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 !33.3 68.0 81.2 48.7 1024 61.4 PRODUCTS wNrcH e£aR A >40'-50' 94-1 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 MIAMI-D4DE COUNTY OR A STATE OF FLORIDA APPROVAL >50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52J 109.9 65.9 BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.F,) FOR ASCE 7-10 PEAK ROOF HEFrur rDrATFO 7HAN 60 cccr BASIC WIND SPEED - 170 mph CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) �0 Arpl PEAK e x L c so SO.Fr() B x L L 50 SO.IT[••) �� ROOF HEICHr POSITIVE NEGATIVE POSITIVE TNEGATIVE (h) ULTIMATE A.SD. ULT/MATE ASD. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 160.6 84.3 50.6 148.4 89.0 >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-9D' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 BUILDING SCHEMATIC >90'- Too' 97358.4 178.4 107. xj 89.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 1 110.5 92.5 55.5 163.0 97.8 > 120'- 140' 1OJ.2 61.9 189.2 1 113.5 95.1 57.1 167.4 100.4 > 140'- 160' 105.6 6J.4 193.6 1 116.2 973 58.4 171.3 102.8 > 160'- 180' 107.8 64.7 197.6 1 118.6 99.J 59.6 174.9 1 104.9 > 180'-200' 109.8 65.9 201.3 1 120.8 101.1 60.7 178.1 1 106.9 >200'-250' 114.1 68.5 209.2 1 125.5 105.2 6J.1 185.1 111.1 FF >250'-300' 117.8 70.1 216.0 1 129.6708.5 65.1 191.1 114.7 �� T >JOB'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 .�P••���EWSF'',��� >350'-400' 1229 74.3 2271 136.3 114.1 68.5 200.9 120.5 ` >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 ,a4yF7 >450'-500' 128.8 77.3 2J6.1 141.7 118.6 71.2 208.9 125.340 No ONA 3 I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARIAN, ST.I i'(OLYt'1 lNO1AN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE nME BUILD/NG PERMIT. COLOILEAL SHUTTmS 441 SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GAT, I1 BLOGS 06/11/15 WIND PRESSURES ARE IILAND ASO.PRESSURES 'L C'Cj O N c• WIND PRESSURE CHART DATE 4.)17-05 WIND LOAD CHART SHAwLLu BE CONS/0£REO INYAUD/F ALTERED BY ANY MEANS 77LUr TESr/NG t ENGINEER/NG COMPANY BASIC KIND SPEED- 170 mph szsT III. .w.del,s1,sa dw,4f�sAA cAxODa,n dlfee EXPOSURE D,Kd-0.65 15-190 5)DESIGN WIND LOAD SELECTED B1'THE CONTRACTOR OR PERM?HOLDER EDUL THIS{HND LOAD SHE CHART SHALL BE INDICATED ON A SEPARATE DOCUMEM PREPARED 8Y pe,�.;("0.51971-f2.F,:(wain-fe.Tr ORAWlNG No 7Nf CONTRACTOR OR PERMIT HOLDER(9.g.,SPREADSHEET,OPEN/NC SCHEDULE/IAKE OFF SHEET.ETF). EB-0006719 Irav9ax °� MV•w aecearax WALTER a r1 s FLOR/04 U. 44167 d.nv+r9a SHEET 1 O! 7