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BUILDING SCHEMATIC
r- op SGPg`t our�y Sk GJJ a .a ex Y4 19 (ra r.J rYIT A2k /=/V BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" CE55 THAN T-9" L" GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" L" GREATER OR EQUAL THAN 12-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATVE POS/PVE NEGA71YE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE ASD. 0' - 15' 76.4 45.8 102.4 67.4 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 f07.7N64.6773 46.4. 974 58.4 >90.7 54.4 121.4 72.8 86.6 52.0 113.381.2 48.7 702.4 61.4 40'-so' 94.3 56.6 126.2 75.7 90.0 54.0 117.784.4 50.6 106.5 63.9 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.587.2 1 52.3 I 109.9 1 65.9 INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. XC L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR EA~ SHUTTER HEIGHT. aY.* PRODUCTS WHICH BEAR A MbW/-DADE COUNTY OR A STATE OF FLORIOA APPROVAL BU/LD/NG'S PEAK ROOF HEIGHT vs DES/ITN WIND PRESSURE FOR COMPONENTS @ CLADD/NIT (P.S.F FOR ASCE 7 10 PEAK ROOF HEIGHT GREeTER THAN 60 FED ar BASIC WIND SPEED = 770 mph RISK CATEGORY II BUILDINGS E%iZd Vt(15�- d lP RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY RECEIVED DEC 0 4 ••Itc Permitting Dep,,,,; St. Lucie ('.,... - PEAK ROOF L" LESS THAN 12-3" 1'• GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGA77VE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 748.4 89.0 > 70' - 60' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 Y' BD$9v}1 95-6 ,7`4 175.2 105AI 88.0 52.8 155.0 93.0 9o, - Too' 973 58.4 178.4 1074 1 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 - 95.1 571 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160, - 180, 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 1 209.2 125.5 105.2 63.1 185.1 111.1 > 250' - 300-1 1178 70.1 216.0 129.6 108.5 5.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 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 > 450' - 500' 128.8 773 236.1 1 141.7 1 118.E 1 71.2 208.9 125.3 NOTES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A EAS/C WIND SPEED OF 170 MPH, AND APPUMLE 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 /F USED TO OBTAIN A ONE THE BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77MATE AND ASO. PRESSURES 4.) THIS WINO 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 SEPAR47E DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/IAKE OFF SHEET, ETC). FILE COPY �p1��f� o .°..eoee°.. Pf� �ea�o •°��iDIGet7�°' V'_ o ' 8 e PEPpf �E�Go 2017 (6th EDMION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDWJ RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCORDION & 84WM SHUl7ERS {*# DRAWN BY RISK 04T. II BLDGS 08/09/17 EL I E C ® i sec, WIND PRESSURE CHART DATE :STING B ENGINEERING COMPANY BASIC WIND SPEED = 170 mph B sL! �s.a = hRCIMa CA 061 a M166 EXPOSURE D. Kd = 0.85 17- 194 (.me &?WO . r : (m5)671-1651 DRAWING No EB-0006719 fb WALTER A 77LUF Jr. P.E. 1 w 15-IM /� s FLORIDA Lie. f 44167 2 1 1 1 1 SHEET i OF I