The URL can be used to link to this page

Home My WebLink AboutEngineering NOLESALE) i GREATER OR EQUAL THAN 12'-3" I OSITIVE NEGATIVE TE A.S.D. I 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 44 9 SLOPES. 94.4 56.6 46.4 ** L = STORM PANEL LENGTH, 97.4 58.4 ACCORDION SHUTTER BLADE LENGTH 48.7 I 102.4 61.4 SHUTTER HEIGHT. BAHAMA 50.6 I 106.5 63.9 *** PRODUCTS WHICH BEAR A 52.3 109.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL 1-16 PE4K ROOE HEIGHT GREATER THAN 60 FEET* LESALE) P10c \A1 N 12'-3" EGAT/VE TE A.S.D. 4 89.0 1 B"JNG SCHEMATIC s 1 91.1 0 1 93.0 9 1 94.7 0 1 9781 1 vile copy 104.91 1 106.91 1 1111j _ No. 44167 = 1 114.7 1178 's-a' STATE OF 120.s 125.3 1 ��' �^"N111ll 2020 (7fh EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES 02020 T/LTECO, INC ASCE 7-16 / WIND PRESSURE CHART M.P STORM PANELS, ACCORDION & BAHAMA SHUTTERS ** DRAWN BY RISK CAT. lI BLOGS 0 612 3/2 0 2 0 L E C O N c. WIND PRESSURE CHART DATE TILLIT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 6J55 N.W.J61h.St. Ste.305, VIRGINIA G4RDENS, R. 3J166 20�17 ARED BY Phone:(305)871-1530.Fax:(305)671-1531 EXPOSURE D, Kd = 0.85 CA-0006719 REV.No DEFORDmox WE REV.No DEMPPON DAB DRAWING No WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 1 1 OLD 17 10* 106123120201 3 2 1 1 1i SHEET 1 OF 1 I I BUILDING'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, PEAK L"' LESS THAN 7'-9" L'x GREATER OR EQUAL THAN 7'-9" AND L+ ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) UL TWA TET A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTII 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68, > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72. > 20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74. > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77. > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81. > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84. > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87. A"ING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING MS.&) FOR � BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, Wh PEAK Lss LESS THAN 12-3" L•x GREATER OR EQUAL TH, ROOF HEIGHT POSITIVE NEGATIVE POSITIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMI > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 148 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151 > 80' - 9o, 95.6 574 175.2 105.1 88.0 52.8 156 > 9o, - 1oo' 973 58.4 178.4 1074 89.7 53.8 152 > 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 95.1 571 167 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171 > 160' - 180' 1078 64.7 1976 118.6 99.3 59.6 174 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 191 > 300' - 35o' 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 77.3 236.1 1 141.7 118.E 1 71.2 208 NOTES: 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, AM APPLICABLE RISK CATEGORY BUILDING & 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 PRf THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).