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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P c_F.) FOR ASCE 7 10 PEAK ROOF HEIGHT LESS THAu nv EauAL rO 60 FEET k BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" LESS THAN 7'-9" Lxx GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-J" I' GREATER OR EQUAL THAN 12'-3" HEIGHT POSMVE NEGATIVE POSITIVE N£G477VE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. 0' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97,4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > ao'-5o' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 f06.5 63.9 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72;9 87.2 52.3 f09.9 65.9 SCANNED BY St. Lucie rrl,,,lty BUKDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (pSF) FOR ASCE 7 10 PEAK ROOF HEIGHT GR ATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" LESS THAN 12-3" L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULAMATE A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 70,r`.'8 93.6 -96f2 171.6 1d 86.2 51.7 151.9 91.1 > 80' - 90 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - Too' 973 58.4 178.4 1074 89.7 53.8 157,9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 > 120' - 140' f03.2 61.9 1 189.2 113.5 95.1 1 571 1674 100.4 > 140' - 160' 105.E 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 107E 64.7 1976 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 17& 1 106.9 > 200' - 250' 1 14. 1 68.5 209.2 125.5 105.2 63.1 185.• 1 1 1 1.1 > 250' - 300' 1178 70.1 216.0 129.6 108.5 65. 1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - aoo' 123.9 74.3 227.7 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123. 1 > 450' - 500' 128.8 77.3 236.1 141.7 118.6 71.2 208:9 125.3 NOTES: 1.) THIS CERNFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, EASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES /S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERM?. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE U07M47£ AND ASD. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WAD LOAD CHART SHALL BE /NDIC47ED ON A SEPAR47E DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (6.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). •• s No.44167 S STAB OF a Ar A`(� Qw p Yao NN1.��.r•'••• RECF�FO Pmi�Cj..9 "e s(; °-70919 9 0 LOciP C j n, en( * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. ** L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL P£PoF 14E1G�j 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & 84H" SHUTTERS xsx DRAWN BY RISK CAT Il BLOGS 08109117 L E C O I N C, WIND PRESSURE CHART DAT` SANG &ENGINEER/NG CONPANY BASIC WIND SPEED = 170 mph A M 6 . 30S KWM G4FOEN; A M166 EXPOSURE A Kd - 0.85 17- 194 (AI71-1WO . F - (3(lV71-1v1 DRAWING No EB-0006719 ^� ^e ^ art w.. m 6[srbvmb art WALTER A NLUT Jr. P.C. 1I aA Is-Im 71 3 1SHEET I Of 1 FLORIDA Ue. f "to/7