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HomeMy WebLinkAboutBUILDING SCHEMATICJ BUILD&NG'S PEAK ROOF HEIGHT vs DESIGN WM PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR A$ff,7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY 11 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" GREATER OR EQUAL THAN 11'-3" HEIGHT POSMYE NEGATIVE POSMw NEGATIVE POSMVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 - -- 102.4 61.4 - 730 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 64.6 77.3 46.4, 974 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 702.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 58.4. 130.3 78.2 92.9 55.7 72L5 72.9 872 52.3 709.9 65.9 INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. * L - STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHMIA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MWdhDADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WM PRESSURE FOR COMPONENTS & CLADDING M.%F,) FOR A= 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 R FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY BUILDINGS FILECopy RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) tr k!?) lz ©©sue FILE RECEIVED DEC 0 41010 Permitting Department St. Lucie County PEAK ROOF L" LESS THAN 12-3" L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEG471VE 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 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' - 100' 97.3 58.4 178.4 1074 1 89.7 53.8 157.9 94.7 F>T{FO' - 120i 100.5 - fi0P3 184.2 - 110155 92.5 55.5 163.0 978 > 120' - 140' 1032 61.9 1 189.2 113.5 95.1 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' 1078 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 68.5 209.2 125.5 105.2 63. 1 185.1 111.1 > 250' - 3oO' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 35o' - 4D0' 123.9 74.3 2271 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' - 5oo'l 128.8 77.3 I 236.1 141.7 1 118.6 1 71.2 208.9 1 125.3 NOTES: 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 INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WMD LOAD CHART MUST BE SIGNED. SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE TIME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE 84SED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEAN--, 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.9.. SPREADSHEET OPENING SCHEDULVIAK£ OFF SHEET, ETC). C® ply P?'00G � `ES.I 2017 (6th ED/NON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INOM `RIVER COUNAES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B4HMAA SHUTTERS **' DRAWN BY RISK CAT. 11 BLDGS 08109117 IILIECOINC. WIND PRESSURE CHART DATE 37TNG @ EN@INEERIN@ COHPANY BASIC MAD SPEED = 170 mph 17-' 94 sen. se sro. JOS, vurwAA cAxDE TL J.11s6 EXPOSURE D, Kd = 0.85 (JOS)811-15J0 . Fu : (J0.5J811-15JI ter. �� ocxm nvv eer. � e x �DRAW/N0 No ES-0006719 WAITER A TILL/T Jr. P.E. a aD Is-Im /i r F4ORIDA DC. f 44167 2 ° SHEET 1 OF 1