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HomeMy WebLinkAboutPROJECT INFORMATION/- F BUILDING'S PEAK ROOF HEIGHT vs- uESIGN WIND PRESSURE FOR COMROhY ::: S & CLADDING _(P.S E.) FOR .ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN ON tOUAL TO 60 FEET �r BASIC WIND SPEED 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF ' L- LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3' L- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POS/NVE NEGATVE (h) ULTIMATE F A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 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 41.7 86.4 51.8 > 15'-2o' 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 47.9 104.4. 62.6 74.8 j 44.9 94.4 -56.6 115.5 69.3 82.4 49.4 107.7 64.6 77.3 !W6 97.4 58.4 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 HiR51.7 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 58.4 . 130.3 1 78.2 1 92.9 1 55.7 1 121.5 72.9 1 87.2 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs..DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph. RISK CATEGORY /I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L'* LESS THAN 12-3` L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I 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 91.1 95.6 574 175.2 105.1 88.0 52.8 3> 0 - too >gzj 58.4 178.4 107.4 1 89.7 53.8 1579- 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 - 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 789.2 113.5 95.1 571 1674 - 100.4 > 140' - 160' 105.6 63.4 193.6 115.2 97.3 58.4 171.3 102.8 > 160' - 180' 1078 64.7 1976 1 118.6 99.3 1..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' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > J00' - 35D' 121.0 72.6 221.9 33.1 111.5 66.9 196.3 1178 > 350' - 4oD' 123.9 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 125.4 75.8 237.8 739.1 716.5 69.9 205.1 123.1 > 450' - 5001 128.8 773 236. 1 141.7 118.6 71.2 1 208.9 1 125.3 NOTE4 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 WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE TIME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND AS D. 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 SCHEDULEVTAKE OFF SHEET, ETC.). SCANNED BY St. Lucie County INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. * L STORM ACCORDION SHUTTER BLADE LENGTH OR B4HAM4 SHUTTER HEIGHT. ** PRODUCTS WHICH BEAR A ML4MI-D4DE COUNTY OR A STATE OF FLORIDA APPROVAL ST. LUCIE COUNTY BUILD NG DIVL4ION REVIEWED FOR Ca11WLj&jCE REMUM It C P +, 2i�T�.' .• i �LAN3 AFw"9 PERnur MUST BE NE ON3oB UR NO INSPECTION WILL BE MADE. No. .1 PE01 Y•E`G�t 2014 (5Lh EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ,ACCORDION & 84LAhM SHUTTERS *** SCALE RISK CAT .I/ BLDGS 0611 V15 IL ECOINC. EB-0006719 WIND PRESSURE CHART BASIC WIND SPEED - 170 mph EXPOSURE D. Kd = O:BS DATE 15-188 DRAWING No SHEET 1 OF I