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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSME FOR COMPONENTS & CLADDING (p S FJ FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY PEAK C"GREATER OR EQUAL THAN 7'-9'AND - L��LESS THAN 7'-9' LESS THAN 12'-J' Lam'GREATER OR EQUAL THAN l2'-J' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSRIVE NEGATIVE (h) UL7%MATE A.S.D. ULTIMATE A.S.D. ULTIMATE' A.S.D. ULTIMATE A.S.D. ULRMATE A.S.O. ULTIMATE A.S.D. INDICATEDDESIGN WINO PRESSURES 0'- 75' 76.4 45.8 102.4 61.4 73.0 4J:8 95.5 57.3 68.5 41.1 86.4 CORRESPOND 51.8 CORRESPOESPO ND TO THE MAXIMUM END > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ZONE coNDITlONs 90.8 54:5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9. 94.4 56.6 SLOPES. L LENGTH, >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 "773 46.4 974 58.4 **L CCORDIONESHUTTfR >JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0. f 13.3 68.0 81.2 48.7 - 102.4 61:4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. >40'-50' 94.J 56.6 126.2 757 90.0 54.0 I 117.7 70.6 B4.4 50.6 106.5 6J.9 *** PRODUCTS WHICH BEAR A >50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.J 109.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA,APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PSF) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREeTER THAN 60 FEET . 64SIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS ' RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PLO f AEI PEAK L"LESS THAN 12-3" Lu GREATER OR EQUAL THAN 12'-J' ROOF NdGHT POS/HVf NE5A7/VC POSITIVE NEGA77VE (h) ULT1MATf A.S.D. ULTIMATE A.S.D. ULDMATE A.S.O. ULTIMATE A.S.D. >60'-70' 91.5 1 54.9 1677 100.6 84.J 50.6 148.4 89.0 BUILDING SCHEMATIC > 70'-80' 93.6 1 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-9o, 95.6 57.4 175.2 105.1 86.0 52.8 155.0 93.0 >9o,- Too' 973 58.4 178.4 1OZ4 89.7 1 53.8 157.9 94.7 - > ioo'-'720' 100.5 1 60.3 184.2 110.5 92.5 55.5 163.0 978 `�{{IIIIIIIIIIIII > 120'- 140' 103.2 61.9 189.2 113.5,E 95.1 57.1 1674 100.4 `\`���,��R > 140'- fso' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 ;`yaP�'•'•.�EN$•••'`��P�'; > 160'--180' IOZ8 64.7 1976 118.E 99.J 59.6 174.9 104.9 �. F >'200'-250' 1�4.� 8.5 209.2 125.5 105.2 63.7 785.1 1�t.r No.44167 >250'-300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 *' >JDD'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 - 196.3 1178 -o'• STATE OF >350'-•400' 123.9 74:J 2271 136.3 114.1 6B.5 200.9' 120.5 >400'-450' 126.4 75.B 231.8 JJ9.1 111 69.9 205.1 123.1 >460'-500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 - ����' 4N IA111�1��"` HI 1.)THIS-CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,ANDI 2020(7th EDIHON)FLORIDA.BUILDING CODE-BROWARD,PALM BEACH, MARTIN, Sr. LUCIE&INDDW RIVER COUNTIES APPLICABLE RISK CATEGORY,BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ozoza rnrEcO,INC ASCE 7-16/ WIND.PRESSURE CHART N.P 2.)'THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER If USED TO..OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&BAHAMA SHUTTERS DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART, RISK CAT.lI BLDGS 0612312020 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. T L E C O I N C, DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID!F ALTERED BY ANY MEANS. TILUNO tr ENOINEERINO COMPANY WIND•PRESSURE CHART 6SU N.W.]fiN.St 61.,J6],VIRCll41 Gl4 EN.0 D.]JI66 BASIC WIND SPEED a 170 mph ,�D- 6.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Phon.:(]at)fin-Imo,r:T,roy6lr-rJTI EXPOSURE D,Kd 0.85 117 THE CONTRACTOR OR PERMIT HOLDER(..p.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). CA-0006719 _ DRAWING No WALT£R A. Jr.P.E. FLOR/W LIc.e.i 44167 r ao n-rug ogiiy6uo - - SHfEi i OF'1