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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.F,) FOR ASCE L-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) d22.1' I-LESS THAN 7'-9" L'•GREATER OR EQUAL THAN 7'-9"AND L"GREATER OR EQUAL THAN 12'-3" LESS THAN 12'-3" POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE ASO. ULTIMATE A.S.O. ULTIMATE A.S.D. 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 INDICATED DESIGN WIND PRESSURES 86.4 51.8 CORRESPOND TO THE MAXIMUM END 80.4 48.2 107.6 64.6 76.8 46.1 100.4 50.2 72.0 43.2 ANNE AND LL BOOR zoNE coNDmoNs 90.8 54.5 AND FOR ALL ROOF 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 94,4 56.6 SLOPESL -STORM PANEL LENGTH, 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 97.4 58.4 ACCORDION SHUTTER > 3o'-4O' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7102.4 61,4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1 117.7 70.6 84.4 50.6 106.5 63.9 ** PRODUCTS WHICH BEAR A > 50'-60' 973 58.4 130.3 78.z 92.9 55.7 1 121.5 1 72.9 87.2 52.3 109.9 65.9 MIAMI-RADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILD/NGS PEAK ROOF HEIGHTvs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING P.S.F.) FOR ASCE 7710 - PEAK ROOF HEIGHT GREATER THAN 60 FEET Xc BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) P PEAK I-LESS THAN 12-3" 1-GREATER OR EQUAL THAN f2'-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE N£GA77VE (h) ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.S.O. ULTIMATE ; A.S.O. > 60'- 70' 91.5 54.9 167.7 100.6 84.3 50.6 I 148.4 89.0 BUILDING SCHEMAT/C > 70'- 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 60'- 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 M200 - 0' 97.3 178.4 4� 89.7 53.8 157.9 94.7 20' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 0 10 0' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.46o' 105.6 63.4 193.6 116.2 97,3 58.4 171.3 102.8 , %r80' 1078 64.7 197,6 118.6 99.3 59.6 174.9 104.900' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 `� 1.5D' 114.1 66.5 209.2 125.5 105.2 63.1 165.1 111.1 ; No. 44167 > 250'- 3Do' 1178 70.1 216.0 129.6 708.5 65.1 191.1 114.7 > 300'- 350' 121.0 72.6 221.9 133.1 171.5 1 66.9196.3 1178 'fl STATE OF ' > 350'- 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 •. > 400'- 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 ��A�••�•��ORIOP ��� > 450'- 500' 128.8 773 236.1 141.7 118.6 77.2 208.9 125.3 This is Not A Master Drawing, csS'�'......... .. Valid Only For One Time Permit, 1.) 77415 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 (51h EDITION) FLORIDA BUILDING CODE- BROWARD, PALM BEACH, MARTIN, ST. LUCIE& INDIAN APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SUE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND L14TED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. ASCE 7-10 / WIND PRESSURE CHART STORM PANELS, ACCORDION&B*PM4 SHUTTERS 3.) CONTRACTOR OR PERMIT HOLDER TD BE RESPONSIBLE FOR THE SELECRON OF DESIGN WIND PRESSURE B4SED ON THIS GENERIC WIND LOAD CHART. RISK CAT. lI BLDGS WIND PRESSURES ARE UL77MATE AND A.S.D. PRESSURES. - 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L ECO 1 N c. WIND PRESSURE CHART m 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERM?HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE 00CUMENiALUT TESANG&ENGINEERING COMPANY BASIC WIND SPEED- 170 ph 'PREPARED 9Y sus NW,,Ism sv. s,..,105.WROwu aaWMM a M166 EXPOSURE D, Kd- 0.85 THE CONTRACTOR OR PERMIT HOLDER(e.9., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.), Pno"a:(,1osJ9n-rs30.ro,:(,105)!71-IMI E6-0006719 uv."° ascAr+roW D.a ay.1a oaoarnav arr WALTER A TILUT Jr. P.E. , aA rr-rn /1rp5 5 FLORIDA U..#44167 1 3 s OWN= /rs I i - -