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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S FF.) FOR ASMZ-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 7'-9' I- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' I' GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE PoSmVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. 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 > 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 67.1 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 64.6ffi7Z46.4 97.4 58.4 > 3o'-4o' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.048.7 102.4 614 4o-5O4.3 56.6 126.2 75.7 90.0 54.0 117.7 70.650.706563.9 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.952.3 109.9 65.9 ;K 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. * xC PRODUCTS WHICH BEAR A MUUII-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADO/NG (P.S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS FILECOPY RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED NOV 0 9 2018 ST. Lucie County, Permitting �Lp�-�1f3( ( -o PEAK ROOF Lee LESS THAN 12-3' P' GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE AS.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 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - loo' 97.3 58.4 178.4 1074 89.7 53.8 157.9 94.7 100.5 f 6,.,. 184.2 . O.�a;;, 1 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 97.3 58.4 171.3 102.8 > 160, - 180, 107.8 64.7 1976 118.6 99.3 59.6 174.9 704.9 > 180' -zoo' 109.8 65.9 201.3 120.8 101. 1 60.7 178.1 106.9 > 200' - 250' 1 14. 1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 > 250' - 300' 177E 70.1 216.0 129.E 1 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 1 66.9 1963 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 77.3 236.1 141.7 118.6 71.2 208.9 125.3 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORAM77ON FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE S/GN£D, SEALED AND DATED BY THIS ENGINEER IF USED 70 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 ASD. 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 PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULEIVKE OFF SHEET,, ETC). FILE COPY SCANNED BY St. Lucie County e• No.44167 $ as * •S * i 2017 (6th EDIHON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, SL LUCIE & IND14N RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANEiS, ACCORDION & BANANA SHUTTERS *** DRAWN BY RISK CAT. 11 BLDGS 08109117 �7:R�LTE O °No. WIND PRESSURE CHART DATE 77LUT TESTING & ENGINEERING COMPANY B4SIC WIND SPEED = 170 mph 17-1 B4 6. 5 N.W. J&& R. Me. w5. W M GMM a M166 EXPOSURE D, Kd = 0.85 Ph..: (J )871-1516. Fv : (50.618>i-1551 DRAWING No EB-0006719 "� "" mow+' an I en ft w WALTER A, 77LLIT Jr. P.E. 1 oln m-lee 1 A Flnwme r.,. a ee,w> _ SHEET 1 OF 1