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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CL7DDWO (PS-F.) MR ASCE? 10 PEAK ROOF HEIGHT USS THAN OR faV L To 60 FEET k BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) Pw ROOF I- LESS THAN 7'-9' I- GREATER OR EQUAL THAN 7'-9" AND .LESS THAN 12'-3" L"' GREATER OR EQUAL THAN 12'-3' HEIGHT POSMVE NEGATIVE PoSmVE NEGATIVE 'POSMVE NEGABVf (h) ULRMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTMATE A.SD. 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 1OZ6 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 1 86.2 51.7 115.5 69.3 1 82.4 49.4 IOZ7 64.6WZJ46.4. 97.4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 1133 68.048.7 102.4 61.4> 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.650.6 f06.5 63.9> sD'-sD' 973 58.4 730.3 78.2 92.9 557 121.5 72.952.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLI DDING (P S F) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED NOV 0 9 2018 Si. Lucie County, Permitting FILE C®Py Lf2w-f�l�((-DIhS PEAK ROOF I- LESS THAN 12-3" Lan GREATER OR EQUAL THAN 12'-3" HEIGHT POS177VE NEGA77VE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 100.E 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' 95.5 5Z4 175.2 105.1 88.0 52.8 155.0 930 1 97.3 58.4 178.4 1074 89.7 53.8 15Z9 94.7 4 ^..7. ' 100.5 60.3" 184.2 6 110:5 92.5 55.5 163.0 9Z8 > 120' - 140' 103.2 61.9 189.2 113.5 -95.1 5Z 1 16Z4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160, - 180, 1078 64.7 i9Z6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 105.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 18511 111.1 > 250' - 300' 117E 70.1 216.0 129.6 108.5 65.1 19 P I 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 19613 11 Z8 > 350' - 400' 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.'l 123.1 > 450' - 500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 NOt£S: 1.) THIS CEMRS) SIGNED AND SEALED WIND LOAD CHART, PREPARED BY INS 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 IF USED TO OBTAIN A ONE 77MC BUILDING PERMIT 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC17ON 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 WINO 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 SCHEDULE/TAKE OFF SHEET, ETC.). Iftm FILE copy * INDICATED DESIGN WIND PRESSURES CORRESPOND TO ME MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BIAOE LENGTH OR BAHAMA SHUTTER HEIGHT .YC,yC PRODUCTS WHICH BEAR A M/AMI-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL QppPP__ see00000a.oO .� ®g, ---, a W®°44167 m q*�• C g� �2 0 � `a��a Al PEAp4 (� 100G0 2017 (6th EDMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCI£ & IND/AN RIVER COUNTIES 11LIECO INC.' ASCE 7-10 / W114D PRESSURE CHART STORM PANELS ACCORDION & BAHAMA SHUTTFR.s RISK CAT. I/ BLDGS WIND PRESSURE CHART BASIC WIND SPEED = 170 mph EXPOSURE A Kd = 0.85 L.C. xxx DRAWN BY 08109117 DATE 17-194 na DRAWING No SHEET 1 OF I