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Home My WebLink AboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F,) FOR ASCf 7-10 - PE4K ROOF HEIGHT LESS THAN OR EOUAL To 60 FEET at BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I' LESS THAN 7'-9' L" GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' L•x GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSDTVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE ASD. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 75'-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 1077 64.6 773 46.4 97.4 58.4 > Jo'-a0' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 f 02.4 61.4 > 40-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 58.4 130.3 1 78.2 1 92.9 1 55.7 1 121.5 72.9 872 1 52.3 1 109.9 1 65.9 SCANNED BY St. Lucie County INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A M/AMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS A CLADDING (P.S.FJ FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS . RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY Wa.vm q f3 (0 r ®c�`T � KECEIVED 01:1 31 11B ucie county, Permitting PEAK ROOF b• LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE IEGA77VE (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 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91. 1 > 80' - 90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 97.3 58.4 178.4 1074 89.7 53.6 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.E > 120' - 140' 103.2 61.9 1 189.2 113.5 95.1 571 1674 100.4 > NO' -_160' 105.6 63.4 _ 193.6 116.2 973 58.4 171.3 102.8 1078 „E64;7 ; 197.E CjaLf.,6a' 1 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 -f20.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 > 250' - JOo' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - J50'1 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 3s0' - 400' 1 3.9 74.J 2271 136.3 114.1 68.5 200.9 120.5 > ADD' - aso' 126.4 75.8 231.8 139.1 116.5 69.9 2OS 1 123.1 > 450' - 5OO'l 128.E 1 77.3 1 236.1 1 141.7 1 118.6 1 71.2 208.9 125.3 NOTES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, EASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK C47EGORY 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 77ME BUILDING PERM?. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE EASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASS. PRESSURES. 4.) THIS WHO 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 PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET, ETC.). FILE COPY ��a. ntul-_ es No. 167 �r STATE r 4 �-•.�sloNa�� .>••� PEApf (f 1o0Go 2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANED ACCORDION & B*0MA SHUTTERS x+'+' DRAWN BY RISK CAT. 11 BLDGS 08109117 L E -CO o N e. WIND PRESSURE CHART DATE 'SANG & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 60. at'SYe. mS WVMw cilwm a M166 EXPOSURE D. Kd = 0.85 17- 194 :- (.5p71-Isla . Fv : (JWj871-1SI1 xev. x• 6axa=lAn arz x[v. x• uoearux mrz DRAWING No EB-OTLUTJ VI ' WL A r. P.E. 1 FLORIDAD u-1m SHEET 1 OF 1 LORIDA f I, JT _ 8 Aa 16> .