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Home My WebLink AboutEngineering i 7-16 PEAK ROOF HEIGHT LESS THAN HOLESALE) I l GREATER ORIEOUAL THAN 12'--3" i OSITIVE NEGATIVE TE A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END 41.1 , 86.4 51.8 ZONE AND INTERIOR ZONE CONDITIONS 43.2 1 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 BLADE 48.7 i 102.4 61.4 SHUTTER HEIGHT. BANAMA 50.6 106.5 63.9 *** PRODUCTS WHICH BEAR A MIAMI-DADE COUNTY OR A 52.3 109.9 65.9 STATE OF FLORIDA APPROVAL I LESALE) � I 112'-3" CATIVE I A.S.O. 89.0 BUILDING SCHEMATIC co 91.1 °MCI 93.0 94.7 97.8 100.4 ,� �1�fliliifli/1 102.8 `�`�� A. fit f�T*V. 104.9 ��` yy-. �.��ENse 106.91 e 111.1 = No. 44167 114.71 117.8; = STAT OF 120.51 123.1 / ' •�G 25.3 I I 2020 (7th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & IND14N RIVER COUNTIES 02020 TILTECO, INC ASCE 7-16 / WIND PRESSURE CHART M.P STORM PANELS, ACCORDION & BAHAMA SHUTTERS ** DRAWN BY RISK CAT, ll BLDGS 0612312020 /75LIECO N c. WIND PRESSURE CHART DA7£ TILLIT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 6355 N.W.36th. St. Ste. 305, WRGINA GARDENS n.M166 20- 17 ?ED BY Phone:(J05f671-1530.Far:(M5)371-1531 EXPOSURE D, Kd = 0.85 CA-0006719 REV No DESCRIPTION DAMRry Nu oESCRffT10N �� DRAWING No WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 1 101D 17-194 106123120201 a 2 � SHEET.1 Of 1 i BUILDING'S PEAK ROOF H GHr vs DESIGN WIND PRESSURE 100 i+nuan ENE & CLADDWG ZS&I FOR ASCE BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, V PEAK L" LESS THAN 7'-9" Ls* GREATER OR EQUAL THAN 7'-9"AND Lr ROOF LESS THAN 12'-3" HEIGHT POSITIVE MEGATIVF POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D. ULTIM 0' - 15, 76.4 45.8 702.4 61.4 73.0 43.6 95.5 573 68. > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72. > 20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74., > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 f07.7 64.6 77, > 30'-40' 9D.7 54.4 121.4 72.8 86.6 52.0 i 13.3 > 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 1 121.5 1 72.9 1 87. BUILDING'S PEAK ROOF HEIGHT El DESIGN WIND PRESSURE FOR COMPONENTS k O DDING Mp c c) FOR A BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WH( PEAK L*s LESS THAN 12-3" L" GREATER OR EQUAL THA ROOF HEIGHT POSITIVE NEGAT/VE POSITIVE A (h) ULTIMATE A.S.D. ULT/MATE A.S.D. UCT/MATE A.S.D. ULT/MA > 60' - 70' 91.5 54.9 167.7 100.E 84.3 50.6 148. > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151. > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155. > 90' - 100' 97.3 58.4 178.4 107.4 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 95.1 571 167. > 140' - 160' 105.6 6.34 193.6 116.2 97.3 58.4 171., > 160' - 180' 107.8 64.7 197.6 116.6 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' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.. > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.: > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205. > 450' - 500' 128.8 77.3 236.1 141.7 118.6 71.2 208.; No 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-16, FOR A 94S/C WIND SPEED OF 170 MPH, AND 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 PREP THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULFIWE OFF SHEET, ETC.).