Loading...
HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR ME MEMTS & CLADDING (PS-F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT ,L`SS THAN OR EQUAL TO 60 FEET at BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L++ LESS THAN T-9' I- GREATER OR EQUAL THAN 7'-9` AND .LESS THAN f2'-3' I' GREATER OR EQUAL THAN 12'-3' HEIGHT POSNIVE NEGATIVE POS17WE NEGATI]68.0 POSIMT NEGATIVE (h) ULTIMATE A.SA ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ULTIMATE A.S.D. ULTIMATE A.S.D. o' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 68.5 41.1 86.4 51.7- * 15'-20' 80.4 46.2 107.6 64.6 76.8 46.1 100.4 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 79.8 4Z9 104.4 74.8 44.9 94.4 56.6 > 25'-s0' 86.2 51.7 115.5 69.3 82.4 49.4 1OZ7 773 46.4.. 97,4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 81.2 48.7 702.4 61.4> 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 84.4 50.6 106.5 63.9 > 50'-sD' 973 58.4 130.3 78.2 92.9 55.7 721.5 872 1 52.3 1 709.9 1 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR CO!!lPONENTS & CLADDING (P.S F.) FOR ASCE 7- l0 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ae BASIC WIND SPEED = 170mph RISK CATEGORY /l BUILDINGS FILEC0 PY RESIDENTAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) R�FIveO AFC pQ�nl 0 4 7gT9 St �? ep oDU tmPn. PEAK ROOF I- LESS THAN 12-3' 1- GREATER OR EQUAL THAN 12'-3' 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 16Z7 100.6 84.3 50.6 148.4 89.0 > 70' - 00' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 93.0 > 9O' - loo' 9Z3 58.4 178.4 1OZ4 89.7 53.8 15Z9 94.7 100.5 184.2 Tl l L5 92.5 55.5 163.0 97.8 > 120' - 140' f03.2 61.9 1 189.2 113.5 95.1 57.1 16Z4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 9Z3 58.4 171.3 102.8 > 160, - 180' 10Z8 64.7 19Z6 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 68.5 209.2 125.5 105.2 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' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 I l Z8 > 350' - 400' 123.9 74.3 22Z 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' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 N07E5: 1.) THIS CER77RED 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 INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WMD LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER 7F USED TO OBTAIN A ONE 77ME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECRON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77MATE AND ASD. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN W/ND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). FILE COPY INDIC47ED DE5IGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE COND177ONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MAMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL ?t" l0.l 00 Go 1 Etl 2017 (6th EDI TON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BANANA SHUTTERS #*+ DRAWN BY RISK CAT. 11 SLOGS 08109117 E C ® l R7 c, WIND PRESSURE CHART DATE JT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph ]6 NEXPOSURE D. Kd = 0.85 17- 194 .W. lA A 5T+ 30.5, NRGVd1 GA60EN; R 33r66 vn. w n nIF u --y _,- DRAWING No vn°°+:(.msfen-ru0. Tar: (Abs)eTr-rs.Tr SHEET 1 OF 1