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Home My WebLink AboutEngineering LESALE) BEATER Ulf EQUAL THAN 12'-3n I /TIV£ 11 NEGATIVE A.S.D. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES 41.1 86.4 51.8 * CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS 43.2 90.8 54.5 AND FOR ALL ROOF SLOPES. 44.9 94.4 56.6 ** L = STORM PANEL LENGTH, 46.4 97.4 58.4 ACCORDION SHUTTER 48.7 BLADE LENGTH OR BAHAMA 102.4 61.4 SHUTTER HEIGHT. 50.6 106.5 63.9 *** PRODUCTS WHICH BEAR A 52.3 109.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL ESA LE) ?coy E R0 10�� E IGATIVE A.S.D. 89.01 BUILDING SCHEMATIC 91.1 93.0 94.7 97.8 \\\\111111111f11f/f/fY, 1- 100.41 102.81 104.91 106.91 = No. 44167 114.71 s-o'• STATE OF •'� 117.8 O' F P •'�� 120.51 123.1 125.31 / File COPY 2020 (7th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & IND14N RIVER COUNTIES 02020 nuECG, INC ASCE 7-16 / WIND PRESSURE CHART M.P STORM PANELS, ACCORDION & BAHAMA SHUTTERS ** DRAWN BY RISK CAT. If BLDGS 0612312020 /�l E C O I N C. WIND PRESSURE CHART DATE TILLIT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 6J55 N.W.36th. St., Ste. 305, VIRWNIA G4RDENS, R.M166 20-117 RED BY Phone:(JOS)871-1550. For:(305)871-15J1 EXPOSURE D, Kd = 0.85 C4-0006719 DRAWING No WALTER A. TILLIT Jr. P.E. Rtv.No DE=Pmm I DA1c I REY.No I WE FLORIDA Uc. # 44167 r OLD 17-794 106123120201 a 1 SHEET 1 OF 1 z BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (&S F.) FOR ASCE BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, Wl PEAK L•• LESS THAN 7'-9" L- GREATER OR EQUAL THAN 7'-9" AND L" ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE f (h) ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMA o' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 > 20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 > 25-30' 86.2 51.7 115.5 69.3 82.4 49.4 I OZ 7 64.6 773 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 > 5W-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 BUILDIN 'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS & CLADDING ZM E.) FOR A; BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHC PEAK L•= LESS THAN 12-3" L" GREATER OR EQUAL THA ROOF HEIGHT POSITIVE NEGATIVE POSITIVE N, (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MAT£ A.S.D. ULTIMAI > 60' - 70' 91.5 54.9 16Z 7 100.E 84.3 50.6 148. > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151. > 80, - 9o, 95.6 57 4 175.2 105.1 88.0 52.8 155. > 90' - 100' 97.3 58.4 1 178.4 1074 89.7 53.8 157. > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163. > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 167. > 140' - 160' 105.6 63.4 193.6 116.2 97 J 58.4 171., > 160' - 180' 107.8 64.7 1976 118.6 99.3 59.6 174.; > 180' - 200' 109.8 65.9 20 i.3 120.8 101.1 60.7 178. > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185. > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191. > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196. > 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200. > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205. > 450' - 500' 128.8 1 77.3 236.1 141.7 118.6 1 71.2 208. NoIE.S: 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, ANG APPLICABLE RISK CATEGORY BUILDING do EXPOSURES, IS 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 TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. 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 WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PRE THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).