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1. BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLdOD/NG (P.SF,) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS_WAN OR EQUAL TO 60 FEET At BASIC WIND SPEED = 170 mph RISK CATEGORY I!BUILDINGSp,y g� RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) n//7Yl r�eA �Jy'v REVIEi1VE0 FOR CODE COMPLIANCE S` . LUCIE COUNTY L+•GREATER OR EQUAL THAN 7'-9'AND AF3 C C C 4 V 21 PEAK C••LESS THAN 7'-9' L•+GREATER OR EQUAL THAN 12'-3' IV O ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * CORRESPOND DESIGN E M PRESSURES 120�25' 76.4 45.8 702.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAX/MUM END IONS AND IN ZONE CONDITIONS 60.4 48.2 707.E 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND FOR ALL ROOF SLOPES. 6J.6 50.2 111.9 67.1 479.84Z9 104.4 62.6 74.8 44.9 g¢,4 56.6 86.2 51.7 115.5 69.3 49.4 1077 64.6 773 46.4 974 58.4 L ACCORDION=STORM £SNUFIERR 90.7 54.4 121.4 72.3 52.0 1 T3.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BANANA SHUTTER HEIGHT.94.3 56.6 126.2 75.7 54.0 1177 70.6 84.4 50.6 106.5 63.9 PRODUCTS WHICH BEAR A 97.J 56.4 130.3 78.2 55.7 121.5 72.9 872 52.3 109.9 65.9 MUMI-OADE COUNTY OR A STATE OF F40RIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F,) FOR ASCE 7-16 - PEAK ROOF HEIGHT GRE4TER THAN 60 F£FTYr BASIC WIND SPEED = 170 mph RISK CATEGORY Y BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEP0 AFT �E�G�S PEAK L••LESS THAN 12-3" I-GREATER OR EQUAL THAN 12'-J' ROOF HEIGHT POSITIVE NEGATIVE 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 1677 100.6 B4.3 50.6 146.4 89.0 BUILDING SCHEMATIC >70'-80' 93.6 ;56.2 171.6 :103.0 86.2 51.7 .151.9 91.1 >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 9J.0 >90'- 100' 973 58.4 178.4 1074 89.7 5J.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 111111i1jfi . ' > 120'- 140' 103.2 51.9 189.2 113.5 95.1 571 16Z4 100.4 AA+i,7 > 140'- 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 •• '••.�/T 1/ �, > 160'- 180' 1078 64.7 197.6 718.6 99.J 59.6 174.9 104.9 > IBO'-200' 109.8 65.9 201.J 120.8 101.1 60.7 178.1 106.9 = /. No.44167 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 >250'-300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 ?-Q'•, STATE OF. >300'-Jso' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 9.. •�k, >J50'-400' 123.9 74.3 2271 136J 114.7 66.5 200.9 120.5 >400'-450' 126.4 75.8* 231.8 139.1 116.5 69.9 2051 12J.1 /7 rl nMAp1q�G >450'-500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 L71 NO I.)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,AND 2020(7th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN Sr. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING A EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 02010 T/LTECO,INC ASCE 7-16/ WIND PRESSURE CHART M.P 2.)'TH/S WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&84HAMA SHUTTERS xt4: 'DRAWN BY 3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART RISK CAT, ll BLDGS06/1J/1010 WIND PRESSURES ARE ULTIMATE AND A.S.O.PRESSURES. ' O 1 M� WIND PRESSURE CHART DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 7/LLIT TESTING 4 ENGINEERING COMPANY 61?S N.W.J41,400.JOS NRLWN Gl40EN;D..1J144 BASIC WINO SPEED= 170 mph 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY vnw�.: 11.0.M:( )e11-1a11 EXPOSURE A Ka=0.85 - 20-1 17 THE'CONTRACTOR OR PERMIT HOLDER(.g.,SPREADSHEET OPENING SCHEDULE/TAKE OFF SHEET,ETC.). C4-0006719 etscevno. ,DRAWING N. WALTER A 7/LL/7 Jr.P.E. °unvmx p1R FLORIDA Uc.p 44167 aP n-rw OB/Y)/1oA m SHEET 1 Of 1